Loading...
MUP 2007-877AsFR4ANC9 0 RWMM cod.qftspft--M� City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. 67 -co. -7-7 Date Recvd. l IAi f Fee: 4 u Related Apps.: Logged in by: &- APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT 1. tfY)( (- (Print) MAILING ADDRESS ��) (S Phone Nob -1 LQ b I 6 (U D CITY, STATE, ZIP: ��I -} �� Z� Fax No. -1061 Qb PROPERTY OWNER (If different): u (Print) �!A 4 1007 MAILING ADDRESS: Phone No. FIN��,�— QL'➢NTA CITY, STATE, ZIP: Fax No. -� PROJECT LOCATION: "l C2 �O li PROPOSED USE AND/OR CONSTRUCTION (Including operational information): AA 6dA, (attach sheets if neededl LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): P1 Ac / Q [Lo I o A18\Minor Use Permit F7J4N 19 2007 ;r 4. L" J' --- SUBMISSION REQ IIREMENTO ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8%Z" x I I" sheet or folded down to 81/2" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT, (Please Print) SIGNATURE OF APPLICANT DATE NAME OF PROPERTY OWNER lZmNija=15 (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A1Minor Use Permit TH January 25, 2007 Ms. Kimette Goch Lennar Homes 40-004 Cook St. Palm Desert, CA 92211 PF111 COpy SUBJECT: MINOR USE PERMIT 2007-877 — R CENTRE POINTE SALES OFFICE/MODEL HOME COMPLEX Dear Ms. Goch: The Community Development Department has reviewed and approved your request for a model home and sales office complex for Tract 31116, located within building 17, subject to the exhibits on file and the following Conditions: 1. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. 2. Provide restroom facilities in the office to accommodate personnel. 3. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 4. Install one 2A10BC fire extinguisher inside the sales office. 5. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed. No fee is charged to extend this permit. 6. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 P,- -it Normally,a cash de osis in the amount of 1 p $ ,000.00 is reqMed for all model home complexes. However, per your request, and since the model home complex does not require additional improvements, your $1,000.00 deposit has been waived. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely, 4- r, A ERIC CEJA 6 Assistant Planner C: Stan B. Sawa, Principal Planner Building & Safety Department Public Works Department Code Compliance CJ January 18, 2007 Mr. Jay Wuu City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 SUBJECT: Minor Use Permit La Quinta Desert Villas Dear Mr. Wuu: • Lennar Homes of California, Inc. is processing a Minor Use Permit application for the model home complex at the La Quinta Desert Villas. We are requesting the traditional $1,000 refundable deposit condition to be waived. We will not be altering the interior or the exterior of the unit in any way. Exterior improvements around building 17 are complete. We will be occupying the interior space of one of the villas as a sales office and two villas will be used as models. There will be nothing to convert when we vacate. Please contact me at (760) 601-3130 with any questions or comments. Sincerely, i;aj Kimette Goch Project Manager Lennar Homes Palm Springs Division • 40004 Cook St. • Palm Desert, CA 92211 Main: (760) 601-3100 • Fax: (760) 325-3791 • lennarfamily.com DESERT VILLAS - PHASE 2 TRACT NO. 31116 LA OUINTA, CA PREPARED FOR; LENNAR HOMES 77-564 COUNTRY CLUB DRIVE — STE. 100 PALM DESERT, CA 92260 (760) 360-8001 (760) 360-0290 FAX KEY MAP VICINITY MAP 0 N.T.S. Project Site: CENTER FOMiETract or Parcel Number: TRACT 31116 DES -m- YLlAB _____ 11116 —DES-m- Pro;.ect ;,anon: SOU147 EAST CORER CF MILES AIV WASHNGTON Lanc9cap Am 'slgatidn Designer/ Contractoo __HERVJN 4 A880CIATES _ Included n this � ct suboltal package a'. (Check to me tate cenplevonl % I. Miisln. Annual Applied (Later a'::.anca. ConventiorAl Landscape. 4@4261 100 ruble feet/year . Isagestienal TU,Fgrass Landscape: WA '.00 cubic fest/yard (IF applicable) Mar!mue AaI Applied data, Allooance:_�61 ''D0 c b!c feet/year X 2, Estlma ted Annual Applied Water Use by Hydrezrme: Turforass Nydrozoces: LT1913 100 cub!c fest/year ReaeaEaal Turfgrass Hjdrozones=�_100 cubic feet/year very Low Plan Hydrozonea:_t41A 100 cubic fsevyear Low Plant Hydrozones: 139.11 100 cubic r aUuear Medi. Plant Hydrazones: -1,W498 100 cubic fact/year H•gh Plant Hydrozories 32@18 IW dJc c feet/year (Vater Fseiures. WA ,00 cub -c reet/year Otnen WA _ WA _ !00 cubic feet/year Est mated Annual Total Applied Water Use. 4)111 CO cubic Feet/year REFER TO CALCNLATIC10 MR METER MEL CIA j _% 3. EATAIW < MAAWA _% 4. Lacdsape Des!ga Plan X-5. Irrlgatlgn Design Plan WA 6, Grading Design Plan ff NA_T 6o jbal Analysls(cp4'ona) �escrlptlon o[ -.,CI. (Br ens describe tie plannlrg and dcaien acticns than are Ir drded W .e Is'e ccaservaUc, and effic!Pelcy in mater csei 1HE IRRI&ATION 8Y8TEM 18 DI FOR EFFICIENT FEWOR'IANCE WITH CONSERVATION M MEND. THE SPRAY SYSTEM 6 DE 04W FOR ADE=TE COVEIII FOR THE WAW SEASON TUFF Ali AND DRIP / 511E1 8YST" FROYIDE DIFECT WATER TO TW 8HR1198 AND TREES. NI Date: __. 6/[9leb _-- Prepaed Ni JOSE A ESTRADA ,..T.S_ CONSULTANTS ARCHITECT FAX CIVIL ENGINEER MSA CONSULTING, INC. 34200 806 HOPE DRIVE RANCHO MIRAGE, CA 92210 (111 320-9811 (III 323-1893 FAX SHEET INDEX L-1 COVER SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION PLAN L-4 CONSTRUCTION PLAN L-5 CONSTRUCTION PLAN - POOL 1 AND 2 L-6 CONSTRUCTION PLAN - POOL 3 AND 4 L-7 CONSTRUCTION DETAILS L-8 IRRIGATION PLAN L-9 IRRIGATION PLAN L-10 IRRIGATION PLAN L-11 IRRIGATION DETAILS L-12 PLANTING PLAN L-13 PLANTING PLAN L-14 PLANTING PLAN L-15 PLANTING DETAILS L-16 IRRIGATION AND PLANTING SPECIFICATIONS Undergromd Service Alert �y®m Call: TOLL FREE 1-800 422-4133 F M 9'BNXWG MA 11I YOU DIG r APPROVALS popp,0:5B BY C,ON@'L?!rtY OnV:WY1E4i R'tpgil5EN' Hwi�r✓va1 t>z��p((—.tom e wo._�it 'Y�ti I1� 3 --,V:, t I -//LS . E� MANN i AK SEEN r£VIEWRo BY ACHELLA VPLLET WA R OI6TRICT N RdI WITH E WAR =F Tn LE r D' elpiJ CR 3 ic-a bB, eE TION .55916. ses REIXIIRIIY FLIENT IA DCAPE NJD IR M ,AJdA71dN PIIN cc RL.TION WTH THE L GO INNI a AGENCY (cITT ASD c 7N ) 'APFImVAL ds 1115 DRAWING BY c. .1N OOe. INcl c.!iNE A IePlAL TO r I� HERMANN & ASSOCIATES 74990 COUNTRY CLUB DRIVE SUITE 150, IN 147 PALM MERL, CA LI(# 2754 92260 PH. (760) 7760940 0 Ld G� ❑O ComN gU°' x c O LL zrzfo� o[owmq z 080) U) W m O 2 Q Z Z W J Q�U T Q' —J ®O J Q WULL N WaO SHEET TTLE COVER SHEET DESIGNED JE DI JE CHECKED �{ DIVE 6/73/06 9 K&E NOTED. JBB N0. $ SHEET i 0 L-1 I W OF f6 sHEETIS: F qT LEdtE: 6113/061 2. PERMITS: CONTRACTOR TO OBTAIN AND PAY FOR ALL REQUIRED PERMITS. 3. NOTIF! UNDERGROUND SERNCE ALERT, TELEPHONE (NO) 422-4133. A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF CONSTRUCTION. k. PERFORM ALL WORK IN COMPLIANCE WITH CRY OF LA QUINTA REQUIREMENTS AND ALL OTHER SPATE, COUNTY AND LOCAL APPLICABLE CODES AND ORDINANCES. S. LAYOUT AND FIELD VERIFI ALL DIMENSIONS PRIOR TO CONSTRUCTION. COORDINATE WITH GRADING, LIGHTING. PLANTING AND IRRIGATION IMPROVEMENTS. OWNER'S REPRESENTATIVE AND SOILS ENGINEER WILL EVALUATE LAYOUT AND FORMWORK FOR DESIGN INTENT. DO NOT PLACE CONCRETE PRIOR TO APPROVAL 6. WRTTTEN DIMENSIONS TAPE PRECEDENCE OVER SCALED DIMENSIONS. WHOLE NUMBERED DIMENSIONS INDICATE WHOLE FEET, NO INCHES. 7. ALL DIMENSIONS ORE TO OUTSIDE FACE OF STRUCTURE UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. INSTALL ALL INTERSECTING ELEMENTS AT NINETY (90) DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. 9. JOIN NEW AND EXISTING SURFACES RUSH UNLESS OTHERWISE NOTED. 10. CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE TRUE AND UNIFORM. 11. SUBMIT TO OWNERS REPRESENTATIVE ONE 4' X 4' SQUARE SAMPLE OF EACH CONCRETE TREATMENT TO BE USED. APPROVED SAMPLES WILL SERVE AS THE STANDARD FOR CONSTRUCTION. C��CA'L��,,,IS,9,��MdrrL DRIP vro�N�� WOWS RmM FEND f"xiA 6A Y�uii 81EEL RAgbiGP AND EODg1 I° xi TYBUTAR aT®. PcxE1e e a• ®u Y° 6:t'(IOIRA0. WEEL P fi )aWieH 6z1� )caJ.�womu6 7>6^u6 BOLT vn.EaQ &I6QlttP) tO NA RRmomm TUBULAR STEEL PENGING PRECA5T CONCRETE CAP BRA56 LETTER (TYP.) MOLINTEP TO UALL 7 FIN15H FIXTURE NOTE: 5[GN WILL BE UPLIGHT - FIXTURE TO BE CETERMINED MONUMENT SHALL EiE CON5TRUCTED FROM CMU BLOCK KEY DESCRIPTION REMARK6 RMRENCE (D 3 VI" COLCR TEXTURES CONCRm REFER TO POOL AREA nL 'A' - L -T sIDEWALK 3 VT' CONCTRETE 810JEWALK Q VILLA$ HONI -I 81GN ® 6' x 6- CONGEESTE Mau aRs ® 6' HT. W' X T6' PILASTER WITH PRECAST CAP 4 STUCCO PNI6H Qi 8'-6" TUBULAR STEEL FENCE 6'-6' THEME WALL ® CMN RETAINING WALL WITH MORTAR CAP AND 8TICCa FNISH TO MATCN ARLH. CONCRETE CAP NATURAL GRAY CC,NGfEESTE, HED. ESRCCM F URLI WITH $CORE LIVES AT 5' O.C. (TYP) 4 EXPANSION JOINT$ AT 30' O.G. (TYP) MAX NATORAL GRAY CONCTgTE CITY OP LA WNTA am 0 HERMANN & ASSOCas 74930 COUNTRY CWD DRIVE SUITE 150, PAD 147 PALM DESERT, CA LIC$ 2754 92260 R. (760) 776-0940 SO U60) 776-0950 LLT Lu Do comN � X o U LL. = nWnwgN GDa a8� 1 1 z ®� Lu _j00 w 2 H z Lu J 1 `e �cv)a 5:05 .Z `:0zo5 r /yW 81UL y tui AQ EI ° SHEET TR -E CONSTRUCTION PLAN - - i CHECIQ'p CI{ DATE®116106 R Scu P.30-0" $ JOB W. SHM L-2 OF w SHEETS a PLOT DAZE: WS AEM 1 2 — ,._ 1 PA PA PA� o l Taw PA OO PA 1 TUB + 1 PA PA PA uj jI I PA PA TUfQF \ moi/ Q i , 1 Pa PA PAj \ I i TUFf �. tu PA / SH . POOL AREA 3 Tuw TU" TUW- 2 \ 6 l / o TUI PA PA Tufw- iUFE � PA PA PA \ PA / % l r PA PA i• TLW I � 2 S� �4TCNL/OVE NT PA $ i • L_.q /// TM10- TUFF PA / PA (51 \TillT. € © 1. I SEE MATGWLIh SWT. L-4 CONSTRUCTION LEGEND DETAIL KEY DESCRIPTION REMARKS f2EFERENCE Q 3 W.- COLOR TExfl1RE OONORETE BEER TO POOL Alm PLAN$ 'A' - L-1 SIDEWALK © 3 VT" OONGRETE SIDEWALK NATURAL GRAY CON RETE, MED. BROOM 'A' - L-1 FINISH WTN SCORE LINES AT S' OG MP) 4 EXPANSION d "AT 20'0G MI-) MAX ® VILLAS MaUIENT SIGN 'G' ` L-] I ® 6" % S" CONCRETE mm =FW NATURAL GR4Y OOI'KRETE 'A'- L-2 ® 6' HT. W x 1 - PILASTER WITH BY OTHERS PRECAST GAP 4 St o FINISH ® 5'-W TUBULAR STEEL FENDS BY OTHERS Q 5'-S"THEME WALL BY OTFEIS, ® QETTc F wALISH TO MTM moRr� am OF LA =INTA M. 0' Y®' 40' 60' HERMANN & ASSOCIATES 74930 COUNTRY CLUB DRIVE SUITE 150, PM8147 PALM DESERT, (A LIC# 2754 92260 PH. (760) 7760940 FAX (760) 776-0950 O W no U3 ® O LJ % ®>-U LL po �Q �WaDO �Om a'UWe�o aDO zIt0 g z�r moo _jCIO �00 W O x Q z z I co (p gMg z S6.00 WUu 0 U REVISIONS DATE BT res Tj 10� a "NTf OF CP�� SNEEF E CONSTRUCTION PLAN —.- — — B mm E IX WN Omm MTE I0/IS/0S 1,20'-0" JOB ND. — SNEEf L3 DETAIL KEY DESCRIPTION fREMApC,S WFERENGE O S Wl CALOR TEXLIV�s CON' m TO POOL AREA FLANS 'A' - L -T SIDEWALK 1' Q S w CONCRETE SIDEWALK NAT AZAL OKAY CONDRETE, Mn BR4^ H ,A' - L -T FNISN WW WOW LNES AT VO. ( 1—) 4 EXPMISICN JONTS AT 20'0.4 (TYP) MAX VILLAS MQ41 ENT SK V - L-2 6" X 6" CCNd. m MOW G NATURAL CRAY CONORETE 'A' - L_2 ® S' NT. 16- X IS' PILASTER UTW BY OTHERS PRF.CA9T CAP 4 6TU FINISH ® e' -S° TUBULAR STEEL FENGE BY MT ERS Q w-6" THEME WALL BY OTHERS ® AND MTAN FIW9H t Wf AMORTTP CITY OF LA G UNTA STD. ye 60' 0 HERAm & ASSOCIAiEB 74930 COUNTRY CLUB DRIVE SUITE 150, PMA 147 PALM 9991, CA LIQ 2754 92260 PK (760) 776-0940 FAY (760) 7760950 LLl H co WJrn ®}U L g (r?W2O ss o d(�L0® z CEO W -Jooc) SM M CONSTRUCTION PLAN -_ a KM 04 fJOS:7 ,®'_0�,M 6 L 4 or w vEe ° PLOT®ATE: W6/ '� POOL 2 I PA I cote I FACTION LEGEND: GALLOIIT DESCRIPTIONA IANJFAGTURER DETAIL5ASEMARKS ❑1 4" THICK CONCRETE PAVING REFER TO DETAIL "A", SHEEi L -T COLORED GON m W/ TEXNRE TWT FINISH COLOR EI -DESERT TAN", COLOR 4A,®ENER RELEASE COLOR BOMANITE, "CARAMEL" TEASE PCENT TENURE: BoMANIM "6 -ATE` EMBOSSMG MX THIOKOL EXPANSION JOINT --�'-�------ TOOLED SCORE JONT Q 5'-6" HKH TUBULAR STEEL FENCE REFER TO DETAIL "B", SHEET L -T [a] 5'-6" HIGH X 3'-0" WIDE TUBULAR STEEL A 56 GATE REFER TO DETAIL "Gy SHEET L -T 04 SPA REFER TO DETAIL "G", SHEET L -T CONTRACTOR SHALL PROVIDE SHOP 0RAB1N FOR WATER FEAT CGNSTUGTIOK PL"IWi, MEC ICA-, AND ELECTRICAL OPERATION ALL SHALL ESE SUBMITTED FOR APPROVAL TO OWNER AND LA ALL SHALL CGPFORI TO LOCAL GOV ING CODES SWRMNG POOL REFER TO DETAIL 'E", SHEET L -T CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR l WATER FEATURE CON6TUCTiOIy PLUMBNG, MECHPNICAL, AND ELECTRIGAI. OPERATION ALL SHALL BE SUBMITTED FOR APPROVAL TO OUINER AND -A ALL SHALL COTgOR'1 TO LOCAL GDVETddM CODES 5A SLEEVE FOR ADA LIFT (LIFT USED FOR BOTH FOOL AND SPA) 56 PouwD N PLACE FOOL COPNG Q POOL STEPS AND HAND RAIL R R TO DETAIL 'V, SHEET L -T T 0' 10' 20' 30' rmL.-L_J m HERMANN & ASSOCIATES 74930 COUNTRY CU1B DRIVE SUITE 150, HAD 147 PAN DESFRI. CAI TIC# 2754 92260 PIT. (760) 7760940 FAX (760) 776-0950 Q LILT f" fA w Wm� Jo pN x 0> U a Z O N w �OWcoo o <0)01 ol Qw F Zd'C)�m W !®O TSO � I W m 0 2 Q Z W J w <�O T Q a0a Z J a WUTL Cf)<O �Hv RMSIONS OATS BY qTf OF GPVf� SHEET TITLE CONSTRUCTION PLAN POOL 1 AND 2 DESIGNED JE ORMN E CHECKED GH MTE 1®/16/06 JOB NO. — SHEET L-5 Rbl' DATE: 10M/Ob CONSTRUCTION LEGEND: LALLOUT DRb PTIOWMANIIFACTi1FRER DETAILb?WEMAR'C9 PA PA [] 4" THICK CONCRETE PAV ,6 REFER TO DETAIL `A% SWEET L -T ! PA COLORED CONCRETE UV TEXTURE MAT FNISH A e * _—.--_._____ COLOR E ANITE, "DESERT TAN', COLOR HARDENER _� PA PA PA PA RELEASE COLOR B ANITE, "CARNyEL- RELEA5E AGENT V ---- BOMANITE, "SLATE" E15085NG TEXTURE THIOKOL EXPANSION JOINT i ' tydi-1 I 1 III ! TOOLED SCORE JOINT P i i �A Efl 5'-6" HKaH TUBULAR STEEL FENCE REFER TO DETAIL "®", SHEET L -T C_ o y ] - SPA TRACTOR SHALL PROVIDE SHOP DRA'1MNGS FOR �IL V -b" HIGH X 3'-0" WIDE TUBULAR STEEL AG re$ GATE REFER TO DETAIL "c% SHEET L -T PaoL 5C ��o PA ® fEFER TO DEtA"G", SHEET L-1 — EaiP. I WATER FEATURE CCNSTUCTION, PLIPIBIND, MECHANICAL, ---.— -❑ i '� , r AND ELEO ICAL OPERATION W ALL SHALL EE ' ;TTED FOR OVAL TO O R 3 AND LA ALL SHALL GCNPGfdi TO LOCAL GOVBW NG CODES wl�ll,n POOL SA 7 I CONTRACTOR SHALL H, IDE SHOP DRAWIl FOR REFER TO DETAIL °E°. SHEEt L-1 F WATER FEAT CONSTUCTIOJ, PWMBMG, MECHANfCAL, f AND ELECTRICAL OPERATION ALL SHALL BE SUEMITTED FOR TO -R L TO WIN _ AND LA ALL SHALL COTOPoI t0 LOCAL GOVETd-IING CODES POOL STEPS AND HAND PT USED BOTH POOL AND 5PA) FOR 9LEEYc FOR ADA LIFT POUFED N PLACE POOL COPING RAIL REFER TO DETAIL 'T", SHEET L-1 © PIKE PIT POOL 3 POOL 4 HERMANN & ASSOCIAEES 14930 COUNTRY CLUB DRIVE SUITE 150, PAR 147 PALM DESERT, CA Of# 2754 92260 PN. (760) 7760940 0 co CO co 10 W:D Mv� x 0 V d EL EL N R� !ila0 0 O ¢Vfiuno® z 71) to to W aW(O -jr a CC w 0 It z z w J I J�z o z > z WSJ c0< flEVISI0H SHEET TIILF CONSTRUCTION PLAN POOL 3 AND 4 THEFT AFL �Ei; I PUM AM: WA&/ —1 6EE CORLOCAT))" I I foR ocANas eNu1 eE PER�r+D�cm.AR ro DIRECTION cf iRAVEV L Al GZNCWIE SIOEE4YK8OR PAVMG 9NY1 �4°TlNCKlFYESSN' ORERUtSE 2 F NOT 64MN Of EE M ON LAYOU FL", XWO N ARE 1YPICAL N64E EA'b AT 30-0" OL. r WYWX OR 3700. FOR a' WALK 3. P.RiR LAY=OF JOMta S WLLM JONt REIJMWM a CGTRRAOTORMAY W REm TO aIvm a w OF "M4 FOR ANf RT'A.. 4. ExP. 4NM J M ARE REOIw P UM ALL F wA K6 wADJN C1kh6, WALKS, OR OYER alfa= URES. a. NO OF BCCfi£/1E SPALL EJO Wtl SF. WITEWT PEER EdiPANSIC41 JOMTS 6. SEE CQI McTION MATERIAL FL" FOR COLORS AD PM18 M I WErl< OW� FAV MMWWaLAR ACAREAS CCNt."isEtE OWC SHALL BE :)os•NTuc wm"a�3R�ax v,"ocEA JOP SEALANT II�I 1 )Vr$ JEtAILMG SEG 0.081N's SPACED AT 4° O.C. i ane x Tex au�nAu�E _ ills. i s ren aorron w�c TO Be n^ �= 7i:I, --- 9 :I= ' �` t i 1. N� OaTACnP EL6GRADE A CONCRETE WALK TUBULAR STEEL FENCE C TUBULAR STEEL ACCESS GATE SCALE: NTS SCALE: 314" = i'-0" SCALE: 3/4"=T -W W. TNC POLL "M COLOR TO M DETER MD POOL COPING POOL STEPS SPA SECTION ® SCALE: SCALE' 3/4"=1'-0" i SCALE: 3/4"=1'-0' 0 HUSwN & ASSOCIATES 74930 COUNTRY CLUB ORK SURE 150, PM8147 PANT DESERT, CA UCM 7754 92260 PN. (760) 7760940 w 0 z w 0 �Z� p' e: J a w e co < LLJ ®�o I R ONS 1M7IE*II 5)1w r111E CONSTRUCTION DETAILS aHErF � c OF 16 T711 LL PLO/ DAM WiK ED CABLE METER 1 - ZONE4 ESTIMATED ANNUAL APPLIED WATER USE S4RU5 LOW - DRIP ETC X PF X LA X 0,62 / 148 / IE - EAAILU 93.9 X 20 X 21,48336 X 662 / 145 / .90 = 31151 SHRUB AND TREE MODERATE- DRIP ETO X PF X LA X ®A2 / 145. / IE _ EAAU U 93.9 X W X 15,913.6 X 062. / 145 / .90 = 688,10 SHRUB HrH - DRIP ETC X FF X LA X 062 / 148 / IE = E4AU1 93.9 X DO X 2,381.04 X 062 / 145 ! .90 - 165.W TURF - SPRAY ETO X PF X LA X 6.62 / 148 / IE = EAAWU 93.9 X 0.10 X 9,439 X 062 / 148 / .15 = 68561 MAXIMUM ANNUAL APPLIED WATER USE ETD X 60 X LA X 062 / 148 . MAAWU 939 X 60 X 49223 X 062 / 148 = 2,29866 ESTIMATED ANNUAL APPLIED WATER USE TOTAL - 1,910.48 MAXIMUM ANNUAL APPLIED WATER USE TOTAL - 229866 ESTIMATED LANDSCAPE 6G1UARE FT. TOTAL - 49223 i BET -BACK SPRAYHEADS 18^ FROM HAIRDBGAPE 0 flum A & ASSWAIES 74930 COUNLRY CLUB ME SUIN 150, P4147 PALM OESERI, Cd LIC# 2754 92260 PH. (760) 776-0940 W (760)1776-0950 Z WUN U LL _zqg It Q°wo® Zan � c w d Z w I ` �(c)U �F .J . Z_ 20 rr wb J U N a Iwo REVISIONS DAIS Bl' � o Im ov v 4Tf OF GN� s1En m1c IRRIGATION PLAN BONED ,E cNECI¢v OH °^TE 6!13/06 JOB NO. SHEET —� V - ROT DATE 6lA/06 SPRINKLER LEGEND BiYdO{. YWIJF4LTIB�RASODEL6 NOZZLE RAD. M a nw �a�n DETAIL N01$5 A n & tl RAI IRD IBIS -SAN -PFS -6 PG9 f FN 0 26 52 .10 F' - L-4 b o X g RAMM 02_SAM-PRS-10 OMFN 10' 30 39 .T9 151IIDI V- 1--4 i • 04 RAMBIRO IBQ-SNI-F'RS-12 OMIFN M. 30 ib I3 26 L9 F' - L-4 A o i(m RAMIRD EN2-SAM-11-15 - U' OMF Ev 30 .93 w 3.1 'F' - L-4 O V ra W RAINBIRD ISO4-0 -Fm-0 O M B' 30 26 521-4.10 1- 'E' - L-4 V O v W RAMBIRD N904-bAM-PR9-10 OMFN 10' 3039 19 1511 E' - L-4 V v o p RAMIRD 1604-8AM-FiFb-la O/HFN 12' 30 66 13 26 Lm 'E' - L-4 V V e W RAINOIRD 1804-SAM-PR5-B OIHF/V g 30 .93M 3.1 2.18 E' - L-4 }( RAMIRD H0i - BUBBLER F - 30 25 '1 / H'- L-4 2 - BBBBLERB a RAINBIRD )ERI -BW - >eT-10 90 I GPl1 DRIP EMITTER e RAMIRD X RI -BW - X -20 30 12 GPM DRIP EMttTER NOM, GWdTR4GTOR TO MBTALL PGS BORSIM WHERE NEEDED FDR NO OVERBPRAY. BET-BAGK BPRAYHEADS IWFROM STREET CURB 0 flum A & ASSWAIES 74930 COUNLRY CLUB ME SUIN 150, P4147 PALM OESERI, Cd LIC# 2754 92260 PH. (760) 776-0940 W (760)1776-0950 Z WUN U LL _zqg It Q°wo® Zan � c w d Z w I ` �(c)U �F .J . Z_ 20 rr wb J U N a Iwo REVISIONS DAIS Bl' � o Im ov v 4Tf OF GN� s1En m1c IRRIGATION PLAN BONED ,E cNECI¢v OH °^TE 6!13/06 JOB NO. SHEET —� V - ROT DATE 6lA/06 SCH 80 PyC SLEEVING CHART i 1/4" SLEEVE I-4 WIRED 1/J" PIPE I In` SLEEVE 9-10 WIRES 3/4" PIPE 2" SLEEVE II -20 WIFES PIPE '::P d IA' SLEEVE 21-30 WIGS 1 v4^ PIPE 3° SLEEVE 31-40 WIRES i N° PIPE 4" SLEEVE 41-60 URES ]' PIPE 6" SLEEVE 61 -SS WIRES 3 W-" PIPE B° SLEEVE f . WIRES 4" PIPE i0" SLEEVE WA 6" PIPE. STATION/CONTROLLER KEY TATI LER FLOW(GPtV *—VALVIE 612E Underground Service Alert V-A'd. 0—, jCall: TOLL FREE '1�-�f80gq0;ss��rryy 4LG'-'-FIVV TWO WDRNING DAYS BEFOW Y DIG TH FLANK HAVE BEEN.WVIE4'ED SY THE Gp HEUA VALLEY WATER DJWWCTW ACC D. .E WITH WATER. TITLE l DINSIDN. LH m 3 ARTImE TOB, ME TIGN 65591 EF. SE¢ REWIRII ERICI. LAVDK AND 1MOAIION DESIGN IN G IUTIG WITH THE LDGAL GOVE6JMG AC Y (GITT AND GQINIT) °dry�VAL Gi iN(8 GRANiIG gT CNLD 9iNi ODES Ids GQWs^ii � AFiF VAL M _17E;R7 0 NEMMN & &STRIATES 74930 COUNTRY MIT DRIVE SUITE 150, PMR 147 PALM DFSL@i, CA LIR 2754 KAU M. (760) 776-0940 W (760) 776-0950. 0 o_ ui e•- 1 w oY C] o Como WDN�Uo X 0 >- u -g mZ¢oXi 0 ir ao 0 Q®wwo® Zq®(OD(D U—, ao U3 W 2 O 2 z W J l J�z >Z � �Wg 00 <0 WFU SHEET T IRRIGATION PLAN SHEET Y L_Y OF 16 SHEE15 g PLOT DAIS. 6118/06 IL a 184 12 1JA4 ® 1 1,. 1 SEE MATCHLINESI-IT. L -S 1 --- I _— ' ---------- —®---®---.---� t 1 a \ 14A 11 I 1 266 21 12 x � 1 / 15 / POOL. 2 ,,,,. ` / II 1' I zs6 1z, 20 14 13 1 21A � 1 / , I 1 Kt I 12 - I. I % i O® 111111111, lk I METER z - ZONE4 ESTIMATED ANNUAL APPLIED WATER 118E LOW - DRIP tTO - - -' £TO X PF X LA X 0b2 / 148 / IE - EAALLU 93.9 X 20 X 21288A2 X 062. / 148 / .90 - 36820 $HRU5 AND TREE MODERATE- DRIP e VETO X PF X LA X 0b2 / 148 / IE EAAILU 93.9 X 50. X 15,1692 X 0,62 / 145 / 90 . 6SI26 _'$F1RU5 HIGH- DRIP - ETO X PF X LA X D62 / 148 / IE - EAAWI - 93.9 X 090 X 2,36538 X 0,62 / 145 J .90 . 16361 ..TURF - $PRAY POINT Or CONNE071C�N:. T�Sl 2 ETO X PF X LA X 062 / 145 / IE EAAWO - r 93.9 X 0:10 X 151054 X 062 / 148 / :75 = TOW56 IW, WATBR I-WIER: I'3R CvUJD. MAXIMUM ANNUAL. APPLIED WATER USE 2" P6®00 828YA 7YP@ EMCkPLOY7 D@VlCB, iGVWD ETC X 60 X LA X 082 / 148 . MAAILU - - CONTRACTOR TO VIERIPY FINAL LOCATION IN P115l 939 X b0 X 54,411 X Ob2 / 148 = 2544.01 ESTIMATED ANNUAL APPLIED WATER USE TOTAL -2.301.22 STATIC FR8881JRW 80 PSI MAXIMUM ANNUAL APPLIED WATER USE TOTAL - 2--1 =SION PR$SSU11111% 65 PSI ESTIMATED LANDSCAPE SQUARE FT. TOTAL - Ii MAXIMUM DGMAND: 43 CPM TMEZE PLAM1'9 Fk9Y£0.EN REV@IIIED BY 'ME COACNELLA VXLEY. _ - , ACf/.TSIAtKE WItH WATER BOE tIRE t DIYIBIQJ CHAPTER 3 AR1 66541 B &EW. WIY1 I F L ERKIENT "IaGAPE NJo IRRIGATION I CGbFER4TIGN WftH hIE LOCAL IAYERJING LIaENCY (CITY A4D f1 °ApFPOVAL CE THIe DRAW NG 6r cVLLDsTaFF o Y. 1 ,P -S Tl Euc167ACH mro DnTwcr aAN usdR RIUrt OF waY. TFEEE, FLAMTe PE.®t6VENi 6iPolclVRE CF ANY IVND M NOt PLANTED O2. IW pVD LBHR EM£MENT6 W PoGH! OF LLWY WITH FIR6T OBtAINIWs i PEw11T FR(Y1 CNLD. 20' 40 60' WATER - D8VEL0 ENT SER✓cF I0 HERMANN & ASSOCIATES 74930 CYIUNTRVClUBORNE SUITE 150, Ed 147 PALM DESERT, CA tlC& 2754 92260 PH. (760) 776-0940 FAX (760) 7760950 O 1— lAOm� W3 26'- , LL 1~F®� 3 <0000 Z w ooi W e®o W m cc Q Z z��{ 1A.1 JI Q 0 J 5 a 5;z0 WAIL (n 0 OF -5 (tENSOMS MTE 61 9 TE OF GAS" IRRIGATION GATION PLAN DMGc JE oxnxaa ,R cxrcicEo CH DA1F 6/23106 SGLE i"=2® -®n JOB HO. SHEET ® j ® OF 16 HFx'i 1 _17FrQ: e i ERAANN & hOC@i5S 74930 COUNTRY CURB 0RN6 SUM 150, M 141 PAUA MINT, (A LICA 2754 92260 PH (760) 7760940 FAX (760) 7760950 WS N I Do CAmN mOQ a p>(, IL g�0 wo owG V D CEI vii zsm^0 W1^1 aZoo _r D_C^ cW C crQ z z W SHEET TILE IRRIGATION DETAILS 0 w JE DRAWN JE CHECKED c41 NOTE' INSTALL CONTROLLER 6nB/06 SCALE - DLE CONTROL ORE TAPE 4 B" 0 O/ (TTP) PER MFG, PRINTED INSTRUCT- IONS 6 PER LOCAL CODE. SNaP r rE° CONNECTORS a LOCATION ID BE APPROVED IN FIELD BY THE LANDSCAPE x o GO." IS WRAPS ARCHITECT PRIOR TO AROUND A PPE (TTP J CONSTRUCTION, TO LATERALLINE ADAPT , To - R>=^1OTE CON Rol_ VALVE_ L - WALL MOUNT CONTROLLER L GENERAL - ALL WOIRK SHALL BE DONE iN ACCORDANCE WITH R NDJ ��- APPLICABLE CITY AND COUNTY COPES, AND THESE PLANS_ - ID TAGS - SEE IRRIG. LEGEND FOR MODEL # A T}2 CONTRAC CR SHALL CARE. WL_Y REV EW THE SITS AND VERIFY ALL GONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING W H ANY WORK UNDER THIS CONTRACT.\ \\ / ` / �� _ Y FINISH GR4D' - il- - II O��e I? --- COMMON WIRE/CDNTRDL WIRES ILII --"-" 4' MI <ALL SIDE N, L S) B. THE CONTRACTOR HALL CARRY ALL WORKERS FUEL['- L! r PEBL LIABILITY, AND PROPERTY DAMAGE INSURANCE AS �//Ji _ -� , � RECT. PLASTIC vA�u BOxND 1/4' RADIUS i " WITH F2 R Qv Z D 8Y CUNI R -\ _ _._.-. PALM /TREE COR- EQUAL) EDGE ! TOP EDGE CONTRACTOR SHALL APPLY FOR AL G THE COI LTPERMITS FOR 5ALL. - \ .... ^ E GRAND OVER oD ^ -. _ -�-- ANCHOR BOLTS ff AND PAY ...... :..:. 1 ELL lVC PVA ` - - CONCRETE HESE PER 2, SCOFF IR I LOR< UNLESS ., �F!ED, THE GHING, G- O'HERWI�E SPEC TION IRRIGATION 5 MEMS SHALL INCLUDE E r - - 4" PERPERAtED PIPE ( , • :: :.:, ,•, _- eEDWC..D FRAME 1 `5 \Z! \ % MFG. REQUIREMENTS LI OF OOHING, NSrAL TNG AND TESTAG CF ALL MAIN LINE, PGiNT OF GONNEC- .ION �STALLI NE AND FITTINGS= AND TIE FURNISHING - -EARTH WATERING BASIN �__ — 4 PEA GRAvtL�L "'- ���_ coviRCL eRE (n'P.lAND \ x 7-"- FINISH GRADE I'MINK INSTAL LING OF SPRIkKLEft HEADS, AUtOMAT!C GON,ROLLERS,�_GONTRGn WIRES (TO Vt.LVES), ELEG?RACAL CONTROL VALVES,FINISH BACKFLOW PROTE TION, EXCAVATION AND BAG<PILL AND ALL OTHER GRADETO � - J4' - CONTROLLER F'vG 6cH 89 Nli-'ALE >\�j\% / OF DIRECT BURIAL WIRING / VALVES LMIN WORK IN ACCORDANCE WITH THE5E PLANE, DETAILS AND NOTES(((PVC PIPE - -- MAIN L NE 'LITH TEE OR ELLTOF�HE GCNTRAGTOR SHALL FURNISH ALL LABOR MATERIALS, EQUIP- T LY H'F',i t. � --3' PVC SWEEP ELL M_NT PROPERTY, IRAN'PORTATION AND PERFORM ALL OPERAT!ON5CONTROL ��' BUBBLER N WIRE To OTHER v4LVE9 R7QURFD FOR A COME LETE AND OPERABL IR'RIGAT'ION SYSTEM AS BEE PIPE DETAIL -.-___ ____. _- _.--__ COMMON WIRE rG OTBER VALVE5 ----- 120 VOLT WIRE IN RIGID INDIGATcD OM1, OR REAJONABLY IMPLIED B THE DRAWINGS AND/OR ESELOW CONDUIT (PER LOCAL CODE) NOTES !NC:_JCED AS A r ART OF THE IRRIGATION SCRG, BUT NOT i D REMOTE CONTROL VALVE AlCONTROLLER T 1T, ARE THE "'TED BFOFERAN ITEMS: ROOTBALL A. iNS.ALL COMPLETE OPERABLE INDEPENDENT, TIG, . IRRIGATION BYSTEIg3 PER THE PLANS, DETAILS, LEGEND LEGEND AND NOTES. NOTE: 18' SET BACK WHEN AT B :G WOW 6HALL BE GUARANTE_D BY THE - S CU I SIDEWALKS ---- "BROOKS" PTABQ VALVE WX CONTRACTOR AS IFI MATERIALS AND WORKMANSHIP, INCLUDING F WON LOCKABLE, CART SETTLING OF BAGI�F L ED TRENCHES BLOW GRADE FOR oTrET N EDGE Cr PAVING OR FAGS WALL TOP (O, IRON TOP (QR ENDAC 2 1/2" IN „ROUND COVER AREAS PER.OD CF ONE "EAR FOLLOWING THE DATE OF FINAL _ r A, LI_S ONLY WHEN ADJACENT)r- - - QUICK COUPLER W/LOCK ACCEPTANCE OF TP.E WORK. SET HEADFLU5H IIT, 'n TOP AND RUBBER COVER 3 THE LAND5GAPE ARCHITECT SHALL DECIDE ALL GW F5TIONS RE- FLUSH DES ARE IN IAS-EUB6LER 4EAD VIN GRO'JI•V7 LOVER AREA0 }- g" ' FINISH IDE FLUSH IN TURF AREAS V �I- II ' B' I 2' 5 GROUND COVER AREAS LATING 10 'NTERPRETAf ON OF THE DRAWINGS AND THE ACCEPT- -mf!A4 GRADE F NISH GRADE F II E FUL ILLMENT GF THE ONTRACT. aBL.. dd - 4" PERF. DRAM PIPE f 11 FINISH GME 4 P.PiNG SHOWN ON THE PLANS 5 ESSENTIALLY DIAGRAMMATIC. GRAVEL f L II[E CONTRACTOR RNTO STAONARYELEMENTS S i4 SUCHA MANNE A6 TO OhO Pvc OET ELL - PA GRAVEL ND I WITH THE VARIOUS ETA;'L5. ELL =1u -T- ..---- - ILRP POP-UP SPRAY HEAD iHtLI MATCH IPS OF Q.C. �/ o FLEx-RISER / I r FVG STREET ELL 5 ,HE CONTRACTOR SHA_' AT AL TIME5 PROTECT HIS WOR<FRCP1. O �a �\ p LATERAL LINE WTtH 12'MIN. E A - ..AT RAL NE WITH FVC 30" LONG X 3/4' GALV. ANGLE tti; ° IRON STAKE W/ 2 S.S. BANDS DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS u„ O a PVC TEE OR ELL Io0 "E= AT 1I5 EXFEN5E JNT!L TNF WORK 25 ACCEPTED IN WRITING By MIN, PVC SCH 40 THE O NER I O Y, Vf R PVC SCH 40 STREET ELL 6 EXTREME DARE SHALL BE EXERCISED ''.N EXCAVATING AND WORKINGOo 3/4' X5" SCH 80 NIPPLE NEAR XS NG UT 11 ,_S. CONTRACTOR SHALL VFRIFY THE a V o BAC EORELLNE LINE E51REEi LOCAT ON AND CONDI I ION OF ALL U. ILITIES AND BE RSIB ESPONLE +- -- ----- EL SCH 4 L FOR A4 DAMAGE TILIT'IE5 PLANS MAT BE OBTAINED FROM DINER. SC W NPPLE 5IZE AND ENGTH AS REQUIRED T THE GOh FACTOR SHAD KEEP THE PREM,SE5 CLEAN AND FREE QF - - DOUBLE SWING JOINT 1 EXCESS EQJiPMENT M< T RIALS AND RUBBISH INGIDENTAI TO HIS 2 E4 PVG STREET ALI 5 -II LOR< II � 8 IRRIGAT:ON DE5;GN I� BA5ED ON PSI AVAILABLE WATER PRESSURE LF AT GPM. CONTRACTOR SHALL VER'FY PRESSURE PRIOR TO CONSTRUC- IF" SPRAYIIEADSEDBACKATCURBS,SmE\VALKS AND HABDSCAPE. TON. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT H TREE/PALM 5U55LER E TURF SPRAT 5jaulc< COUPLER PRIGR TOBEG'INNANGCONSTRUCTION, - 21, CONTRACTOR SHALL MAKE PCLNT OF CONNECTION CP.O.GJ PER PLAN AT - STUB OUT PROVIDED BY DE V,-LOPER AT FRONT OF HOJ5E NEAR WATER METER (PROVIDED BY OT -ERS). PLASTIC VALVE box F'NISH GRADE L- � WITH LOCKABLE, COLOR GREEN A5 :'0. IRRIGATION CONTRACTOR SHALL BE FESFCN51-ILE FOR CONNECTING 120 � COVER w EXTEN51ON8 VOLT 5 RVCE TO THE CONTROLLER- EL ECTRCAL PO'DFIR SOURCE WILL - (� NECE554RT. E FROVIDIED RG_LER , BWOIRc LDIRECT. /gf€AeN IN aRODND ALL CONTROL WIRE S -ALL BE 501 -ID COPFtR, PLASTIC INSULATED; OF I1 A PMON //\\// ;•; \\//\\ 2 Mi VAA� - 'O XERi-BUG -. _ - FNI6H GRADE WIRE 5HA_L B AIi.0 I° WH TN? CE BURIAL _ _ //\ \ ALL Pll OT WIRE SHAT PIE ALL, 94,REP OR BLACK. I' GEND '+L 8'. til -)` 12 A' L CONTROLWIRE AND IRRIGATION LINE RUNS UNDER PAVING 5HAI_L BAG'KF!LL a Lf RAN BIRD XER''.-BUG BE ENCASED IN EG I4(0 PVC P: -E SLEEVES. ?O % COMPACTION (TYP.J � � EMISSION DEVICE (SSE 'RRIGATION EQG;FMENT 'f 18 F'NAL LOCATION OF CONTROL VALVES SF -ALL BE REVIEWED IN THE FIELD F j L �F�FlyEILL 2 RAIN BIRD CGD..L P=e-¢ POLY FLEx RISER foI^ _ ___ - 18" MIN - FidOVDE IDTd^IINCa HANDLE BY THE LANDSCAPE ARCi=ITECL -iATERAL LINE 'A' (LENGTH AS EQUIRED).. 14. ALL 5RA55 OR GAL VAMZED CONNECTIONS StiALL BE COATED WITH TEFLON _ __.___ 2 b 3- DECOMPOSED GRANTS/ MULCH E, ': -- ADAPT To MAN LMS TAPE CR LED -LUBE JOINT COMPOUND (OR EQUAL). ALL PVC THREADED MAN LINE (PRESSURIZED) S" S 4. FINESH GRACE. .` CONISHAD BE COATED (WITH TEFLON TAPE,. L- 5. PVC FITTING (5. 5 x I/2' FlPi). 1tlI NOTE: CONTROL AND NEUTRAL ------- 6. RAIN BIRD MODE'_ ° FRA -050 POLY FLEX, 9I - - MAIN LINE 15. ALL PVC SOLVEN -WELD CONNEGTLDN5 SHALL BE MADE WITH SOLVENT- CONDUCTORS SHALL BE RISER ADA TER- If WE3 MATERIALS AS RECOMMENDr_D BY THE P:'PE MANUFACTURER. CONTROL, AND INSTALLED WITH A ?. PVC PIPE ('2' CCVERJ. 50 VEN� WELP PRIMER SHAL!_ BE APPLIED AT ALL CCNNEGT!ONS. NEURAL CONDUCTORS I MINIMUM OF IB" EARTH COVER --- __ BALL VALVE 16. UPON _'C'IPLETiON OF THE PROJECT, CONTRACTOR TO TURN OVER TORRIGATiON PIPING TO BE SLEEVED UNDER OWNER, ALL HARDSCAPE AREAS _ _ _ PEA GRAVEL A. A REPRODUCIBLE SET OF RECORD DRAWINGS AND CONTROLLER CHART. I TRENCHING F (1__ NRUB EMITTER G I GATE VAL VE 5.2 KEYS FOR EACH CONTROLLER. G 2 QUICK COUPLER KF -TS AND MATCHING HOSE SWIVELS- - -FIN16F GRADE 12" x IB' RECTANGULAR VALVE BOX. D. 2 CP EACH SPRiN'KI_ER HEAD SPECIFIED. - CONCRETE W/ LOCKING METAL LID MULCH BED. I?, RECORD UP TO DATE AAGOMPLETE RECOORD SEC OF RINTSPRJ� CD 5 Al BE CORRECTED DAILY AND SHOW EVERT CHANGE FROM THE ORIGINAL DRAWINGS.,. //\\� A \\//\\// /\� °, ° `AA/VA/ a Ty� RAINSIRD CONTROL ZONE LEG" FINISH GRADE PVC PIPE ORE CONNECTOR. PER SPECIFICATION). PRIOR TO FINAL. REVIEW, THE CONTRACTOR SHALL TR4N5CR I BE ALL FROM /\� ,' \\v < \/� 12" MIN /// ^dA' pEPTH _ NONE SUPSI-L30% INFORMATION THE RECORD SET TO A REPRODUCIBLE OZALID SEPIA, N a 90%COMPAGTBD BALL VALVE REGULATOR MODEL NO_RAINBIRD PROCURREP FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT 18" MIN ' ---NATIVE SOIL AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: - .. 6^' ----SLEEVE I, - GATE VALVES, MAIN _INF AND CONTROL WIRE ROUTING, POC,BACKFLOLU A SPRINKLER LATERAL VC PUNION FOR SERVICING DEV!GE, CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES ' OR CONTROL ANV ASSEMBLY. AND OTHER PERTINENT UNDERGROUND ITEMS, °" .'S++ NEUTRAL WIRES 18. CONTROLLER CHART - UPON RE`/IEW OF THE F;NAL RECORD -DRAWINGS SAND _ _ �' MAINLME '_..EVE PROVIDEONE CHART PER EACH CONTROLLER !NSTALED. - A. THE CHART IS TO BE h REDUCED COPY CF THE REVIEWED RECORD SYSTEM (A BLACK LINE PRINT REDUCED TO THE MAXIMUM SIZE THE x,., ' -MAIN SUPPLY LINE �:a •� '� " '• I 3 (MIN.) V CGN'RCLLER POOR W'LL ALLOW, COLORED WITH A DIFFERENT COLOR MAIN RE pp�U OO�L�p) O _xL O O `� +iV� Q L�g— 2" x 4° x 12" FGR EAGF, VALVE STATION). G REDWOOD FOR SUPPORT. PILOT' WIRE. OO J B, WHEN COMPLETED AND REVIEWED, THE CHART SHALL BE HERMATICALLT" ATEER41.5 LINES AND MANLINE SL EV!NG UNDER AC. OR (CONCRETE COMMON WIRE. 14' SEALED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND VESICULAR PAVED 5UREAIDES SHALL BE INSTALL ED WITH MIN, 24' COVER "Y STRAINER LAYER PEA GRAVEL TI.CSE PLANS HAr eEEN RE Aw D BY 71 E COAG ELLA 4L w:ERP -RIOT N MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO t • .:-TER 200 MESH ACCOPD AE UTH mT R PF TITLE T DI ISDN C PER3 ART LE 10e SECT'.rn 6S 1 DF WE WQNIRING 'KENT LFNPBCAPE AN KN16ATIIX CES 4 IN TAPE OR EQUAL. `.,<AINBRD MODEL #RBY-100-200MX IAIFNRATON u11 TLK LOCAL GovEpvING AGENCY (CTY AUR a TY) "41.HTYAL GF THA URAL'NG 0Y CV STAR D1E NOT CPNSTITYTE AFWGVAL TO ENCROACH INTO DISTRICT ANP :u'BR RIGHT O! Ai l' TREEA, I.E,'LALLE ANO - PE4^:AI•LNT B K1CiuRE W ANY KMO IAV N E RANTF-0 A" IN6TALLEP N OA'Sa qy I.GA OF RI Hi 6 WAT YI FIKIT AININ6 AN E�RGACIiiEN-T fAHI PATE tlt'IJ SLEEVING G A56EMSL r CONTROL VALVE 1 _17FrQ: e i ERAANN & hOC@i5S 74930 COUNTRY CURB 0RN6 SUM 150, M 141 PAUA MINT, (A LICA 2754 92260 PH (760) 7760940 FAX (760) 7760950 WS N I Do CAmN mOQ a p>(, IL g�0 wo owG V D CEI vii zsm^0 W1^1 aZoo _r D_C^ cW C crQ z z W SHEET TILE IRRIGATION DETAILS 0 w JE DRAWN JE CHECKED c41 DATE 6nB/06 SCALE NTS JOB NO. SHEET OF W snEE1S W PLOT DATE: 6/t3/0i riiON — �YC'!Vb JRl". L) CA, RUC LI MIM `- 1v" 'RR BOX rH LANF IAUJT TURN RIGHT) �L/rNt'- ,E TREE LEGEND V TRAFFIC CO COMI'ERI NN4 S}E JARfCA8TR21 R% WNSQFl QAEN PNM H'BT1 Mos 96-B W4&RIGT SLFIBA L R:,RNK RAV PNM IOBPN M" p. gW1AE1XP5VIHILB 6&DIRRUNEA2IRAVPALM 24°5OX Mos A,ph, 1w J Til ��/j T j tlffP61k VIRiMW1A PA{O Y4W8 R;\/._y,�,,-L--`/)7 wreRm-ceREmnsen l�l� BCVIHIS PGL6E (�/,�®•e y� 8gWV18 TE1&bININESJ�.M9 e...P1✓ i1PIAVA TIFU kl\Il,.1/ 8pAQ1YCHITRI P'WSIHb 1T x ri GM'IR'JN NN'E AtfE WILLCW ACACIA Wil L O] gRAA 96-B IMOD SQR{ERJ 41YE OAK e8' Sk "02, OE ImIfi Bl 20 EOE( L02 pRICNE gAbryG 24, Wk MOs CNEORJIA FEfP£R iR£E WINA MOs BeAEII-LN4 i'kVPER lF6E %°52( MOs TIPJ %I' MOB l BDR2E7 b'S0X nOs (CA' 2 1 t POOL 3 I REFER TO HOTEL LANDSCAPE PLANE (TYPJ I ALL Tllfd AREAE TO ME MRd OF e' WIDE NO TREES SHALL M PLANTED N L1 JL> EASEMENTS OR RKTHIT Or WAYS CDPdT TOR SHALL VERIFY CNLD EASEMENTS AND RKHT (]F WAYS HERMANN & A50CIAAS 74930 COUNTRY CLUB ORIPE SUITE 150, PMR 147 PALM MOT, CA Lit# 2754 92260 PN. (760) 776-0940 FAX (760) 776-0950 8 LdI Do cnmN uu J 0) X ®>v LL T ffW� a°,ob z ®8 i z z Lu i Q y�I . Z ®/ J Q WUUL 0 O 1�- U REVRIONS RATE BY Z J� Q 4/ F OF CR4� SHE£T TME PLANTING PLAN D6ICNLD JE DRAWN E Cl C}{ Am I®/16/06 SCALE i"=20'•0" J0B W. SHEEP L-12 0E LL SHE S PLANT LEGEND al eYIRGi NAhEE 813E BPACRY R014k(6 BYMB06 N,,Me 612E SPAGN6 1,10%W6 RFRYlm� VA44 56N AB NIWN RU40I Mol TPALH TOO A ® 'BAF®ARAK4✓BT' 6641. molWWPL m M05 B°WG4' EIVR.LE4 5GAL A86l PAL 4EII&IY Mos ATTACH TO WALL ELVGOM°ILLEA Ill. AB al M OD 'SAV DI�O F¢D' RY WELL iE9 NNLLEA 564E 455NORN PS64 &ERY Moo, CN1IN±DRA A E641. A$sl A�ICR MOD PRIC Pau]ERBRR g4 LELC9RIYI.LIAtFPoItE9C@B 5GN. AB&KWN PALa EMN1' 10] YYJJ'' fEO6RAW'ff%AS RMY� O' V1626AMN'.RLW"A 564E A55lYJIW PAL 4BNL41Y MOs BOTppgCN, Nyg PR MTA' 81180E CCfAKN NWE RIPE BPALN's IlEMAB(6 O TWBRPA PERMN9U YELLOW OLEABER 664E A55WJIW PllL EPAEHP Mos 6ep1/®gNFR � 01fi HYBPoD BOD HOB O {-62TN1A PA%12EV 9 PJPFTE 5 4I AS BH.^tlN PAL 4fM m 0 d CABA'AN51gRILA 5GN. A85lWW DILL 1GIGiT L22gp I NI PLANPER hGiAB TO 142(1fiA A 2° THICK LACER GF 3rg°BAB PNM U DDG (D 564.. A55NgW RALE&MIIT MOs 1,BALL]°iNK%LATt40R 4NM SPRN6sCgD°DECQ1FO5ED ERNdNE 3/B"HPE W. LQd ML�}IA ClRY£SN1 6 GAL. Afi SHfpN PILL 19NIK %05 Yi% 'fLMPACPA' YM'QVIAME Ill V P� —WTA YNENYIIXEANDER 560E A84XpIN 18 4B:BFK MOD / A,gWpy gJlgE RAO 6" O,C.-tRNY91LAR SPACRIi HOA [°} 6r""1 AS G PALIB58HY MOs DAIJA G3Etie61 5GN 3'OG M05 IMll q.EONDER DNIA MiFAEA IRDIOIGES 5GAL A58HWN PSL dEYA'HY Mos FGRINISKLILY q �JA&@V mb 5GIL A48HCPH PLL IBPSHf Mos WM AffIAE ® SGPL. 4551p1N PB.L I&-1 HOA MMgNifiNS WIEO.RVW"A 564. As IVB&! P IINAM' Loa 5GAL Aba l P ISIA4Y L01 LSI 0' 20' 4m' b®' 0 5GAL A54VpOd NLL 4A'KN! Mos YA RR�6EPo 5GN_ AB RIINN P1 ,SiffiY Lot THERE PLANS HAVE BEEN �BMP BY TME WACH LA VALLEY WATER T.TM.1 IN ACfaRp F PATH WATER f TIttE l PIIW GRAFTER 9 ARTIQE .-,, SECT GN µ RW NICOI.A1 1D� 66N.. N� 84° 00 t Pd.L 1 BId1T M 0A b555T B°, mo r =Bl BSICIENT LANDSCAPE . LC¢, TGA". p . N PARMl COGPEFATl. WITH TME L. GOVE.I. AGENCY (CRY A GW NTTI -APPROVAL LF RIIb PRA Nl BY CY Sl l NOT CLN9TITIITE APPROYN TO ACACIA 2SDttBIB CIR+EL 9 6µ. AA &lctfil PLL 4 BWNY L02 6JC,¢OACH NTO DIbtRICT AN PSBR RI( OF WAY. TEES, PL MN ,.441 O 6f�Al Cllp£2 HTLPoD PLAgA PERMAiB1T.} RE C ANY KIND iMY BE RAMEpGSTA0.2 RIBlA IN 1V AN LI4BR EABEt1EMb W W.Al 6 WAY W T EIRST MINO A4 E ACIE IEN1 9}��� 61fA 0FP 9GN. AD BHOJN PAL IEWNII' Mos PERnR Paa+cwp. PATE 7/5fn( WA RR4N�F !T IEOR RLW 564. AS ImIlm PYL41# M05 O fIiTLE 04- LFlIENT bERVV:Eb 91PERVBOR — HERMANN & A50CIAAS 74930 COUNTRY CLUB ORIPE SUITE 150, PMR 147 PALM MOT, CA Lit# 2754 92260 PN. (760) 776-0940 FAX (760) 776-0950 8 LdI Do cnmN uu J 0) X ®>v LL T ffW� a°,ob z ®8 i z z Lu i Q y�I . Z ®/ J Q WUUL 0 O 1�- U REVRIONS RATE BY Z J� Q 4/ F OF CR4� SHE£T TME PLANTING PLAN D6ICNLD JE DRAWN E Cl C}{ Am I®/16/06 SCALE i"=20'•0" J0B W. SHEEP L-12 0E LL SHE S 1' 20' 49' 60' ,o 0 iifRm & hOCIGIES 74930 COUNTRY CLUB DRIVE SUITE 150, PNB 147 PALM Mal, Cl LtC# 2754 YZZ60 PA (760) 776-0940 IP HEET TRELANTING LAN N flJCRO JY£NT y� 1 SIRET C L-13 OF w SHEETS 1 —17rRl PLOT DAt 6/]9/68 m' 20' 40' 60' DI6iRIGl IN 40�5EGTION 1-1 TO HERAANN S ASSOCIATES 74930 COUNTRY CUA ORK SURE 150, PAO 147 PALM DBM, (A LIC# 2754 97260 PN. (760) 776-0940 FAY 960)716-0950 0 o_ LLT i co �o wmN N 2Uq a 0U U- =�Lu o a°0 ' z X08 w l W (o w 2 0 z a z z w J o z > z coo 10 REVISIONS DATE B, rF or cn�� PLANTING PLAN DMG0 J� DRAWN OHEGIQD (4{ D^TE 6![3/06 JOB NO. SHEE! (Ay — OF i6 SHEErs_� PLOT DACE: Oa3 E 4 7ccto' 0 HERAANN tip ASSOCIATES 14930 COUNTRY CWB DRIVE SUITE 150, PAB 141 PALM OESERI, CA UEA 2754 92260 M. (760) 776-0940 _o W W� �Ud ®}V LL z$HBO 829 W���a JCL Ill SW E NOTE: BACK FILL MIX FOR DESERT O PLANTS TO BE NATIVE 51TE Z z J `7 SOIL ONLY. : T wF !>-OR z g - TSE (E'ER PLAN) 81 g.. "Tl D w II�L "vA.T." TWIST BRACES. SECURETWbOD�SGPOLESDSLE3 o LGE W1 .. R SHRUB OR VINE RA (2 ESGE3 g4A 7 GRAM PLANT TABLETS 3 PER I GAL 12'� 2" DIA X tm' LONG _.. LODGE STAKES 6 PER 5 GAL POLE 9 PER 15 GAL — -"-'- T GRAM PLANT TABLETS BY EARTHWATERING BASIN GROW -POWER 14 PER 24" BOX, Jr-'— 6 PER 5 GAL, 12 PER 15 GAL. FINISH GRADE ERAKEE WATERINGPBIOORIN BACK FILL MIX FOR DESERT 24„ - PLANTS TO BE NATIVE SITE w „. 4" TO SEEDING) SOIL ONLY. FINISH GRADE ' ROOTBALL, SET GROOM FLUSH W/HINI6H GRADE I NATIVE 50IL 24 — ROOTBALL SET CROWN --#--�_ FLUSH W/FII"(SH GRADE RooT6ALL Dia 3 X DIA NATIVE SOIL RZOOTA, FOR ALL 24" BOX 4 15 GAL. TREES NOTE: BACK FILL MIX FOR DESERT PLANTS TO BE NATIVE SITE SOIL ONLY. J ID SNRI.IB PLANTING A TREE PLANTING NOTE: EAGK FILL MIX FOR DESERT - PLANTS TO BE NATIVE SITE SOIL ONLY. EPUAL + QUAD _ + TREE CANOPY + + ---__-- BALL !DOT PENETRQiEJ PLAN VIEW --- v/ oc BPAcuYa w eERaw "V.I.T" TREE BRACES. ROR • SECURE TO LODGE POLES P✓NT'PACING- - A�Jx®+r PAV (215 ACES MiNdCREWS AB FER F4fN V MULCH INSTALLED IIII 1111111 Illllllllalll. I!Illll::�:.:': „141 �.'�.;; �:'�.. — �" ALV W SEW TO NSTALLMP • � • LODGE POLE • TIP-- li=1. PLAN viEW 1. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CITY AND COUNTY GODS AND ILIiIF-IIEd1F-[Ii-�llPA1 11 THESE PLAN5. �I HI FE FA �1II— Ilk -II��II�If=11�]L A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT �= THE SITE PRIOR TO COMMENCEMENT OF ANT WOFX UNDER THIS CONTRACT. SECTION B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY E Mi`^ (/ 1/ ER GROUND COVER � 1'� I �{ j.�, TREE PLANTING `PI AN/ (PLAN) 1 DAMAGE INSURANCE OWNER I RAT A C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. -PLY FOR D. ALL IRRIGATION WORK SHALL HAVE RECOMMENDED APPROVAL BY THE OWNER PRIOR TO BEGINNING ANY GROUND COVER PLANTING WORK. E THE OWNER'S SUPERINTENDENT WILL REVIEW THE PLANNING WORD PRIOR TO STARTING WOR,, CNC, POST, BUILDING OR Wd. FENCE THE CONTRACTOR SHALL CONTACT THE OWNER'S SUPERINTENDENT AND COORDINATE ALL REVIEWS. --SECURE VINE TO WALL F_ THE QUALITY OF WORKMAN5HIP AND MATERIALS SHALL BE OF THE HIGHEST STANDARD6. W/ 'STICK -N -TIES' OR COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE AN APPROVED EQUAL OWNER / LANDSCAPE ARDFIUEOT IN PRODUCING THE BEST P05515LE PRODUCT. ROOTBALL _ / r \ G. UPON COMPLETION LiF EACH PHASE OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE SITE OF ALL ACCUMULATED RUBBISH, DEBRIS AND OTHER EXTRANEOUS MATERIAL. BACKFILL MIX Z Q VINE POCKET EDGE REFER TO PLAN d _ — SKIN ENTIRE TRUNK IJP TO ] SGQPF OF EncK _ FURNISH ALL MATERIAL, LABOR. TRANSPORTATION, EQUIPMENT AND PROPERTY 4' OF PINEAPPLE 5HO N O TO COMPLETE THE LANDSCAPING OF THE PLANTING AREAS 6HGU1N ON THE DRAWINGS, OR ROOTBALL REASONABLE IMPLIED TO COMPLETE THE CONSTRUCTION, INCLUDING AS A PART OF THE WORK, BUT FINISH SURFACE PER PLAN NOT NECESSARILY LIMITED BY IT ARE THE FOLLOWING ITEMS . FINE GRADING OF ALL PLANTING Y �` --'-WASHED PLASTER SAND BACKFILL AREAS, PREPARATION OF ALL PLANTING AND TREE HOLES, FURNISHING AND INSTALLATION OF ALL REQUIRED PLANTING BACKFILL MATERIALS, TREE TAKES AND MISCELLANEOUS MATERIALS,): Q Q lB.T.HJ MIX1 �(1p0®e SAND MIX) FOR BID 30'�CD�IYL, 12EpER TO 9 PORI FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS, PROVIDING MAINTENANCE THROUGHOUT W THE SPECIFIED PERIOD, CLEAN-UP AND WEEDING OF ALL LANDSCAPE AREAS AND GUARANTEE OF ALL -F—I INIS41 GRADE PLANT MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR 11/2' X DIAMETER OF RDOTBALL U — 3. THE CONTRACTOR SHALL REMOVE ALL W EDB ROCKS OVER 2" IN DIAMETER, DEBRIS AND OTHER _ _ II _H-4" PERFORATED PVC PIPE SUMP, EXTRANEOUS MATERIALS FROM THE JOB SITE IN A LEGAL MANNER PRIOR TO PROCEEDING WITH ANY -� CAPPED (REMOVEABLE) 4. WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL BE RESFON6IBLE FOR FINISH GRADE, INCLUDING ANY IMPORT SOIL _ _ _ Wd -_ III - SEPAR4TOR FABRIC - - ADJUSTMENTS TO EARTH BERME. PROVIDE FINISH GRADE IN PLANTING AREAS 11 MINIMUM FLOW. FINISH GRADES SHALL BE 2" BELOW ADJACENT WALKS, CURBS DRIVEWAYS ETC- IN GROUND COVER 3 SA. ROOTBALL NOTE, REMOVE NURSERY VINE --HOZ GRAVEL 1Y' MIN. _I _._ ._ I- IF AREAS STAKES OR TRELLIS AND TIE VINE TO POST, TRELLIS ETC, F iNE PL ANT INC � PALM PL ANT [NG 5. ALL TREES AND 9 E OF SHALL HE PLANTED PER THESE NOTES AND AS DETAILED, ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY AND LARGEST REASONABLE SIZE AVAILABLE FOR THE SPECIFIED CONTAINER SIZE (WITHOUT BEING ROOT BOUND). SHRUB MATERIALS SHALL BE 7( I VIGOROUSLY GROWING, HEALTHY PLANT MATERIALS, FULL AND BUSHY, BINES WHOLESALE S NURSERY / MONROVIA COMPANY QUALITY WN EQUAL. THE OWNER'S SUPERINTENDENT WILL MATERIAL W LA REVIEW ALL PLANT MATERIAL WHEN SPOTTED FOR PLANTING AND WILL NOT HESITATE REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASOrA60NABLE 512E EL MATERIAL AVAILABLE. 'TIRGRA55 SHALL BE PLANTED BY SOD LAYING, AS INDICATED PER PLAN. TUFF SOD SHALL BE AS SPECIFIED ON PLANTING LEGEND AND PLAN. 6, NO PLANT SUBSTITUTIONS ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. SODDING: IRRIGATE AREAE t0 BE SODDED PRIOR TO INSTALLATION - RE IN INSTALLED PRESENT TO A DEPTH OF V. SOD SHALL INSTALLED WHALE BE UNAY - T. ALL GROUND COVER NOTED THE LEGEND SHALL ISE PLANTED IN STAGGERED ROLLS OILY IO ONE DAY OF DELIVERY, ROLLS SHALL BE PLACED IN BRAS AREA PRIOR A UNDER ALL TREES AND SHRUBS IN THE AREAS AS DESIGNATED ON THE PLANS AND S °, D TO I TO ALL LAWN ERASES DESIGNATED TO MPLAN, AND AT THE AT THE S IG i INT PAGING MD A ED NE LEGEND. GROUND DOVER SHALL BE INStAL NO CLOSER THAN LED PLAN AND S LT. INSTALLED IN SUCH MANN AU VI E INS ALLED I VISUALLY PER ALL BE LLE ER I/2 THE ON CENTER SPACING 46 INDICATED ON THE PLANS. OI STRIPE, G LIMINAE ALL JOINTS AND EDGES OF SOD FOLLOWING VID E PEN TR IRRIGATE TURF AREAS THOROUGHLY TO PROVIDE EVEN M05NRE PENETRA� 5. CONTRACTOR SHALL SUBMIT SOIL SAMPLE TO A 4.L WESTEF LABS, 1311 WOODLAND AVE, MODESTO, - TION. ROLL ALL 60D PRIOR TO BEGINNING INSTALLATION WITHIN TWO (2) - CA 95351. CONTRACTOR SHALL 635MIT TEST RESULTS TO OWNER FOR REVIEW, CONTRACTOR SHALL HWRS± PRIOR TO BEGINNING IRRIGATION, SOD SHALL BE UNPORIILY SMOOTH AMEND SOIL, PREPARE BACKFILL AND FERTILIZE PER TEST RESULTS. OWNER SHALL PAY FOR IN APPEARANCE AND SHALL BE FLUSH WITH THE FINISHED GRADE OF ALL WHOLESALE COST OF MATERIALS ONLY SHOULD TEST RESULTS REQUIRE ADDITIONAL MATERIALS WALKS, CURBS, ETC, BEYOND BID SPECIFICATION. MAINTENANCE: THREE WEEKS FOLLOWING INSTALLATION OF TURFGRASS, AREAS SHALL BE MOWED REGULARLY AT INTERVALS NOT EXCEEDING ONCE PER 5, CONTRACTOR SHALL PROVIDE AN AUTOMATIC LIGATION SYSTEM TO ALL LANDSCAPE AREAS, DRIP WEEK. MOWING SHALL BE DONE WITH SHARP, WELL ADJUSTED MOWER'S OR IRRIGATION SHALL BE USED M GRAVEL AND GOBBLE AREAS SPRAY IRRIGATION SHALL BE USED FOR CUT MORE THAN HALF THE EXISTl : TOP GROWTH IN ONE HOWNS MOUNIa LAWN AREAS. HEIGHTS SHALL BE 2" TO 2-1/2", DURING HOT WEATHER SEASONS NEVER LESS THAN 2", AND 2" TO 2 -IQ" DURING COOL WEATHER SEASONS_ TUR -GRASS 10, THESE ARE TYPICAL PLANTING PLANS FOR EACH HOME. ACTUAL FIELD DIMENSIONS AND EXPOSURES AREAS THAT DO NOT PROPERLY GROW SHALL BE RESODDED AS NECESSARY, AT MAY VARY. THE CONTRACTOR SHALL INCLUDE IN HIS BID A CONTINGENCY FOR FIELD CHANGES DICTATED THE TER`IINATION OF THE MAINTENANCE PERIOD ALL TUR -GRASS AREAS SHALL THESE FLPE HAVE BEEN REVIEWED 5Y TUE co4cHELLA VALLEY WATER OIST,9CT M BY ODD LOT SIZES. BE COMPLETELY COVERED, LEAVING NO BARREN SPOTS. AEOiPil NCE Ux WATER CODE TILE T DNI6I( CUARTER 3 ARncLE WA EFCTip .6 EF. �6 REOIIIRNG ERICIENT LAND6CAFE ANo I5R.1oN DESIGN Iry c0..f^ ERATlIX WITu THE LO L GP ERJING AtaENCY (CITY N f Y) "AFFROJAL 6 THIS DRAWING 6Y CV W STAFF DOES NOT C ITETE APH2DVAL TO ENCmPDH MTO DI mET ANp U. RANT Cf WA, TME.. PLANS, WALLS AND - FEW1A1$Ni 6TRUGILRE W WAY M'Ji Ti.AVTED CR METALLED M CNW 4ND'1.' RIGM A4T qNO MAY AN E46F.TyEN18 Ci WIT NST OBTAMRG ENCWOACH$Nt EM fi ry FEi@irt CVpp. DATE S% WATgR MANAGEMEM PLANTING i ICJ'TE6 TURF NOTES OwTENT6E E!PEFcVI6oR E 4 7ccto' 0 HERAANN tip ASSOCIATES 14930 COUNTRY CWB DRIVE SUITE 150, PAB 141 PALM OESERI, CA UEA 2754 92260 M. (760) 776-0940 _o W W� �Ud ®}V LL z$HBO 829 W���a JCL Ill SW E O Z z J `7 �MU : J • Z wF !>-OR z g 81 g.. "Tl D w II�L SHFE! T"WE PLANTING DETAILS CHE GH DATE SOLE NT9 JOB W. S SHE 1 L®15 OF k SHEETS 0 PLM DATE 609 I I L AN -'i-INN NPN r -;r ICA INNN N ,If Arm la v a mvwImo-, TheEpps Ivch acn t/GoceFal Contractor sik Talk. G, e ;n:rLuly"� LB.D. s muled a 1. nus s1 fc Inn site r s os ol-tino. talon, R.• Lantlscupe Carty -11t., s 11111ollibil fa chedu(ing and LoordirtEing his work acccrAl, All site reviews shalt ya, FITI dined won Landscape ear aro �e vA.e1 e, nuke¢, o xar vee nr 1.=ed,:oae arrn� t Arcot L t/Cenerat Can ,actor a m m Ff too <E) wof k'ng da ❑ days pr'r to r Srould the andsccpe Contractor Choose to'ompete work prior to p ev or approval b_v L ,dpcnpe wr An acnrensill anaIn,tem e a. tay, to bFdo, rIAna ",„ ,nae, ,.free ' ft t/ l Con+,actor, he d so atno own r'sk ardmay roe repo. d 1. vincaver, L v e replan L, or adjust wcrk as reatessury at his expanse, ror. A, ¢d rem n r a,Lr t,lnbauu.. 1.02 SITE REVIEWS rlIN V rea,2 "ll It...I'd aanrea w natcr..ail. Lnoe mrrrLawne sUe.e Ana e,mandon �reevef x - G 11 T1`1 owl fall It LtA l y n t Por r, I t t, e 1st n aate ll x v FAnvq n to cpp a arm,, or 1F.It"Ill Irl wrprrotwt rune .d 111, 1,1,1115 nn IF a I IT ora= .ne_„ w A—IIA a p vee k the L a , 1111 tent °i rra" A. at 'All -. 1. a I - In Any IIoIIT w AApGAI.I N + or. L. -I. a ArNl,,-. - Gough grades .0 rounding, H d t c) at on It, H l pt Stykuri ty,ro ATIl 1 p " IrrIgGlii o '.I and t al pen t h E I. t pp t I p lhe[ tt f g, ural arae Ln of Lantlscape ArchltecF SSaked il,Nr,, lo. F. Ii a'rage / c'gat,on stub [ocpt`ar revlew- So't a endment ,r.,Gtiun P(,,t 1 in p0 vol clbay,'nPS, e,paEEY s, and ground Covers in "❑ratan gee'" far fit I❑❑a4'ona, -ertiCmpEpr en ogrPm pct al'. ,tart m Ipu. 1 g t d t p l t''. p d t t t' r ,Anew. g rG t A,,Ip t r y t Nd per Ilan rev,ex, L 'urs tl ary t t, Fr "t1 tgMt f' t' P V'e d df e t Ens-pec.lon t ll _.. Meted lark and ra+ ac Ilst, ❑ h Not completionP H l acceptance. Ince. 3 Y to d l{ a ul Walk tilrv+., 9Y, .n tract nn ntennn e Far F'. al o¢Ep lacca. ILS RRIflow "1 11 1'1 OF WOM I IT 1 INIIIT my A. Ill, o IL.t[or INAK La mat I Y Wa Wt twi of noeassw:. I.Inb IIAII 11 PrIAT .1 GANG, ,f a 1',-1',-:111w r / ter ^w, rr. pr s=. F.r^1aw n Fall b e w 1.e ar m, Al F . Ir1,„te r ,1 m,. _ a , n�>ar Im,. oak.A w<a nil,. ,a.kiloI Irk, ' a; I At IIL11 allayrNCE NIN,gAa.d'pr ane =� �r= slw.n w nc mAto, dcn:ipnB V °n v,a 111 TAK ./= A a. aajA. n It, t„erN aro a n. a a rn way .F r p int n., ror+, .11 rduf,rr ndarw. A, a a, be Ind.. . thL.c r.r, Int1Al,rr. ,r .,r.t"AN em., nbotl n uorR aFa be p . °mr y C P/ .Ver Ja antlso,pe' on.rvlLrr. ' c roes 11/ + t fLatwarx un ass +wire Alo -rra s=. m �° tr„o �,.o Dorado d'ame.¢r an, tc I ad tF ¢ aw eine . sL w c w war w,< _ o, o k` � � m rIf. -Awl „Ra r w, , r rtr.LA_w rf A aA a en PollAll IF .dtworry - A. ora, a anon ,_ ,e. f.« L, a1,lt en wan,a. ver subs: .ac y ol"t o. w.Lwe dew 111111 s wcl.nnv' rd Tiappreve n b,.tm e v n°n:.",a-An s no ...... G inns IT tela earn III FIT L11y Al 1. LAIII Coal All At At An 'no e v a PJ. roe w9u,o. . >rrJ E xre F. IT n �� x11 °,pro p W Wa4 P moa r.akxr. v �. S<.kev ar a n . e..r 9 ]... vr: a+8ves. tlgn pant nq ob, msmvr G, wd aaMh AT, odor mAmmoha" torr aby any world, !¢IL at to ­-GAI IdilL.1 Lv ¢-talo, r. Awe Nnrtea IT = = w a e., IF, ¢ e A p roe „�. , . ,, ed,1 1. _a:. G. to I ,,,,A -Ill I ITT rl,f III... 1. In. CNITIl 1-N-1 III All F'L °i c s"t/vwrlr to 'r, s' m _tl L a., Nim'manor Wnurk- plan o fa rrbr, r e 11 -I'll aw 11.11ne wv me Tal I Ill ING, ane.I e If I, al a r -.. Y. 9 L non ,h Try. PsLynbro .11 Art— PJ A rorAl¢morn �`sd e .nm .=e =W,t pa a, L ww Lw w .ml111. IN. ammy=a=Wyout _ waM . ez,. oda even y "Ape n cr.eet, 4os Ex[hVPI❑N I Tan, ItIGIGNIF av ror go[ an tam TIltarroIc < ,.Lar v clLs rceon AT, Amy'a AmN 9m Contra 'For that 1. "Ito- Ath AN qG.I P',- It , T bot, sl acs sled IF s a,e - l If III It 11[roc m C fYb vLiS ae ,,ores s ror ueL roe etl A, a Lr ry - ort Wr at no A a, c tet' p, 1, fa, mot c, s 1A.A rc tlaclw, 3. ng state, :=, : malply,Jrg azpzcany pNGAI P- Pra^rood en, noa-bgl,t. ro "a %.. ,y a mak=„ floorce rr a_ ae.w aro Pea w e -++TT r of s owes d --A AN Pvc plastk pipe ».m aaarada Nrm, arrAdt braat", loll -f. a. b= a - e a warn . --on All to, GIANN,F unn to Lao gaol 4 0A I Tro All all Awaprool arI a F F,Fbm� . Ira sw A.A ,a. ree e... pe km, em ,w ata. ,.ale r laynt- by LI IINIIl 11 1., For, A. D, a ,:pram ,Feel sa o I o t., (yd roadoy,nowG, A� a ycve> E1[1nallp p"n IF not ... sol mama[>larsor, moorbly 'a 'ors r .L tl s+c. a ,s . a ba IF dY r water¢¢ „ror q e c t I-IT 'Not cna Lsor .. ,ne ror, Y pd . w a .."nae 9 n P < .,e nc e. pL J t 1 , _ree .THE EnT R[ �YS-EM 9:r1 L sE P,u5W3> W o@ c ,.Tito ... �i b r tlA. gra 1Gold L ,e o pas ons E _ 1111= cn sn� „,m N,E pr, ... .ne t=. ea"' 'Ta na a p , L total n.yr_ ,,,a .,,e k.w rl >Yr e .t, n. nA w tern,. ,,.. "" .. } an opo am) A. rinx pe .ant 0 ° fart.,, art Go34:ea,e T atoral'asts, opend J all v Ate law neo ora rozan(Prma '+p Ar . TAIFT N s p .0 ,,trine v n L metope e-, Inns Ira SCYN, a I,' d--ror /cra .ons At oll. nc.n. roc A. boynt,EGA All -'all val' An, ,:v"t-tela J'Att III [ n.A1,er w nrtan At ror ... a n.a1 a If a.Fwr vein. IN III, rrfs 1, 1/1 I l..reu v. ,K d>e dinIT L's ..,L,lred aro of war au w, .F. an.. Ind Ann„111. at by" L. L,Armtw . I_ fro, P",. ata ,,rove f on I bon -GIN, n rool, An zea es ,,..lrretre nee 1, Ye w1.1Lrpw e. LL GF, ouia a.d o.N ccbp, « s u..ry a-c-nerpont .,no erne y. +an,fr. wars Tyr Ncb Lac[ Cs[rac or. A, Awl U ­T1 foltToul In All y"try .111r, yAFIPL LIINT`,IA­NArE At Th, '.to If Is AI oro Alt F lot o=x= ,a ou o o: -:l a pars. a'� cn,ee xr oa rty`"sb e r monose t., a skew ror s w ts. na Fe L ryov d f old.:I:.n w ..rt s N_ n.. a .oa wr a ou. ]DO C5, s 1-1. "way" AVO I., asace ma anA1 ado +> . ra L G im III "A e y 'mNIoft or A e o. - tart ep a ,Ants met n a palz of -he ma w III F cra a ata are ares III .pe .armor. A A raaera tw 1, TI Poe boor ar t rvrww .bat d ordl ma[at pa 1 r dow,b rot ai to 9 d 9 pope,, >prinken. rowatone o. too .wlao c Lora Any to.. y s,Ymdoo P1awu, may aw womaa . wo; g , -ol M1we G, n ro tar r:q 0.M' wild sy, c > of M1e y,c. orlon ou t "I.Ill Ata owl 11 apo Xa:aw !f Alg 11 1,b s br onal rev,d any d Y was..... soots I.1 All erre aro sprpl -KI rd to r«uatlel v.. An nieen. :6 eN S Sty, 1ral all 4 'p2 'll can F`wvIllrec vy, AaaAp oro A,. o: a. v s+ >:at y qa : n plo lat Lake hs o.n ma.f owl"I An now . prrtz nate a Gb I N,,t ua cn tails, so pr eprrot,r. 1.1 nForm-bro r Ia en aysd tr xL a , ora a T,Tor osI'd I lay Al F.G11 3de C G by 1II -I tl IF III IIId o IT If prasonomIntlave a' ntr.... r .1 GE -r. ahl:rod an - - Raprze.t oo-dooraral Lm:L as d. va d y Orv,or:w Ar par t Lr, .,:az t -w mer y v tM1 LAM tae r.A 4c. -1 1111FA IN— Al All r ^e Fm s +orw endbs ,,K,n,­GN re p - artaboarrntot tz not d,res w N n,a arm he A. e.on n c c an neve rake .- , part ,za[ nr.s, r^- 9 r d t Il ,t IrI nest a p°r s wcv .+1 1 p r .tuxIII S.1 m.p, N1rv.. pp b el g, a[n m4 M1 Lan 4 '.r zM1 IT IrY1LL[L4f A NA °llfPak i o b^, M a--' A I A XE'a ly TOM Rl :a 1 M1 Pa in y an o," ad h;r Ir a>proy,a wayA- 1113 S N N V / FINN Al SGIFIL M" TIENT pan, ! i ray k mod A - A antrum A. d Larw " : .w boy, -All * turn ¢INI 1.00 CENTRAL inner or IA- anal 1,01 SCOPE IT WEEK FGA 1I ,If Arm la v a mvwImo-, TheEpps Ivch acn t/GoceFal Contractor sik Talk. G, e ;n:rLuly"� LB.D. s muled a 1. nus s1 fc Inn site r s os ol-tino. talon, R.• Lantlscupe Carty -11t., s 11111ollibil fa chedu(ing and LoordirtEing his work acccrAl, All site reviews shalt ya, FITI dined won Landscape ear aro �e vA.e1 e, nuke¢, o xar vee nr 1.=ed,:oae arrn� t Arcot L t/Cenerat Can ,actor a m m Ff too <E) wof k'ng da ❑ days pr'r to r Srould the andsccpe Contractor Choose to'ompete work prior to p ev or approval b_v L ,dpcnpe wr An acnrensill anaIn,tem e a. tay, to bFdo, rIAna ",„ ,nae, ,.free ' ft t/ l Con+,actor, he d so atno own r'sk ardmay roe repo. d 1. vincaver, L v e replan L, or adjust wcrk as reatessury at his expanse, ror. A, ¢d rem n r a,Lr t,lnbauu.. 1.02 SITE REVIEWS rlIN V rea,2 "ll It...I'd aanrea w natcr..ail. Lnoe mrrrLawne sUe.e Ana e,mandon �reevef x - G 11 T1`1 owl fall It LtA l y n t Por r, I t t, e 1st n aate ll x v FAnvq n to cpp a arm,, or 1F.It"Ill Irl wrprrotwt rune .d 111, 1,1,1115 nn IF a I IT ora= .ne_„ w A—IIA a p vee k the L a , 1111 tent °i rra" A. at 'All -. 1. a I - In Any IIoIIT w AApGAI.I N + or. L. -I. a ArNl,,-. - Gough grades .0 rounding, H d t c) at on It, H l pt Stykuri ty,ro ATIl 1 p " IrrIgGlii o '.I and t al pen t h E I. t pp t I p lhe[ tt f g, ural arae Ln of Lantlscape ArchltecF SSaked il,Nr,, lo. F. Ii a'rage / c'gat,on stub [ocpt`ar revlew- So't a endment ,r.,Gtiun P(,,t 1 in p0 vol clbay,'nPS, e,paEEY s, and ground Covers in "❑ratan gee'" far fit I❑❑a4'ona, -ertiCmpEpr en ogrPm pct al'. ,tart m Ipu. 1 g t d t p l t''. p d t t t' r ,Anew. g rG t A,,Ip t r y t Nd per Ilan rev,ex, L 'urs tl ary t t, Fr "t1 tgMt f' t' P V'e d df e t Ens-pec.lon t ll _.. Meted lark and ra+ ac Ilst, ❑ h Not completionP H l acceptance. Ince. 3 Y to d l{ a ul Walk tilrv+., 9Y, .n tract nn ntennn e Far F'. al o¢Ep lacca. I-17r,Ad I. HERMANN & ASSOCIATES 74930 COUNTRY CLUB ORIVE VIC 150, PMB 147 PlILM DESERT, (A LI(# 1754 92260 PA, (760) 7760940 Fill (760) 716-0950 O I 00 V)mW ZD N im X Y0 >- O LLe y cr �ff0 (D �ppI to Z to O W ryN z0� I J� Vl 7 00 IEK zy '6e W J r J z >05 Z rj)MEILL E W < ME IRRIGATION/ PLANTING SPECIFICATIONS DESIGNED ,jE ILS RRIflow "1 11 1'1 OF WOM JE CHECKED GH A /bll F 11. wooll., NI p labor, mat I Y Wa Wt twi of noeassw:. 100 N AGG AL 'a. RO" JRE'o. Nis p p d sP r tan to c¢ ow , qa ro orv.ngs:. rrpl 9a[ y o dfi OOB A ga Ad do f g L p ro sz age el Cp>g Yep o sae s bwr. as Ga droymb, and I, PLAGne CIYE. ob ary Y d ep par.G only W All ga plaw F,ac twain. ewe .nom fam, wgm po yeti (rV) oaNywt �uld, nviont bs -III fly pfwo Dorado d'ame.¢r an, tc I ad tF ¢ aw eine . sL w c w war w,< _ o, o k` � � m 6. Tnsn 1- It pvu sty, WL anal noa be no'doo-1 Im:wd 3b' tae All Ppa rvnM1 Plan enmpnn pd am fang 'I a✓. P P d V Anse, ba :n accardon rat, vw L -al. Pm[e ti taw Cq or lul vrst t'm cwtrwtan wile. el i S:andmds. Am g male rtes [ : ow �t a (]P ll onot f 1pi:.or.w. ob, msmvr G, wd aaMh AT, odor mAmmoha" any world, !¢IL at to ­-GAI IdilL.1 Lv ¢-talo, rocs toory all A Awylul [a And carowty. I it plow =Fall ba can:Nvaazly ane poormadyll mars. w A at no caw. W th. owner. L a., Nim'manor Wnurk- plan I founcrir a motoralms for nom st g pate Mwge "/L tg¢ DI of peeeure atng: ant a+tiwlo+ V t inlet r I I of t' I a-a's vn ,,I-wudvy pp4 At-Inev¢ntw m'w" Thy r^V'o"O1 �a�v� tela a m, to lafw of y¢ of a¢s ow"Hold OJaunnobb Jlpoer Metal N matin ror go[ an tam °antral r. orb f rot adfawLmant If two a ixLre ,oi a wverage. A p, m a+o p tool Mn u d sM 1 o N Ybl a III scr sre,`?d to .1m m song and 3. ng state, :=, : malply,Jrg azpzcany pNGAI P- Pra^rood en, noa-bgl,t. of rprq moo dsoa.etre¢L, do<rzeteros� tx. nc ✓ding A.F,-A- or tack i II and bwfalla[:on of s owes d --A AN Pvc plastk pipe ».m aaarada Nrm, arrAdt braat", Lew ly". Mu^W W` 11t Ido, to Lao gaol 4 0A I Tro All all Awaprool no s.oraga. won, a p gx control wring Prom cone, n a t amo[a c enol A. D, a ,:pram ,Feel sa o I o t., (yd roadoy,nowG, A� a ycve> E1[1nallp ¢anre¢_an¢ Far. ak¢. ".pa!and ao c[n...awm�y.� IF not ... sol mama[>larsor, moorbly a. Tral form, III'l yor of Aboll Ln'ordok"d type r 5 ,dein ?O 5.. s sa voN n d w ac wrotl .THE EnT R[ �YS-EM 9:r1 L sE P,u5W3> W o@ c ,.Tito b. L.aanLp, I",.A"., and "out" ups, Wua, 5 no(+Ama maNwc'wr o of p re) or- CG ePR IYK C'C EG, r, L p .are thrown. are of prow. oft I b¢ j tl III aM } an opo am) A. T atoral'asts, opend ¢do 0L An c L s a ' be o.v. t w d. all v Ate law neo ora rozan(Prma '+p Ar . a Doxy, of drwl. wonvrYae dii-two, A. boynt,EGA All -'all val' An, ,:v"t-tela J'Att I l co IRR1sAlrayl,£AOS. Iccatlwe. i, ferry u,d,,gro,,d utIT,cent 6°t >Fo aro -a- Yanv .a zo.ven, wwle AI'll Y ds anu, I Al b sYn be bodurn, m rz. L aory.o F¢,g al g y v ua I en ,Tall 4 b nom anf pcge of ow, trne AT PON. ]DO C5, s 1-1. "way" AVO I., asace ma anA1 ado +> c �A F d dPP s nn Wok of d o A A raaera tw 1, TI Poe boor ar t rvrww .bat d ordl ma[at pa 1 r dow,b rot ai to 9 d 9 pope,, >prinken. rowatone o. too .wlao c Lora Any to.. y s,Ymdoo P1awu, may aw womaa . wo; g , -ol M1we G, n ro tar r:q 0.M' wild sy, c > of M1e y,c. orlon ou t "I.Ill Ata owl 11 apo Xa:aw !f Alg moollyl Dong m wap IF 3.:�E if..,.flor,o;da lood, oheat. xy Pu'F¢ nitndod opero[an and %cors.^tow o nus t nark not tom cr'mvg to mine cafe... rt vy, AaaAp oro A,. o: a. v s+ >:at y qa : n plo or al planted areas, / �' by 1II -I ~ _ IIId o IT If prasonomIntlave a' ntr.... r .1 GE -r. ahl:rod an - - Raprze.t oo-dooraral Lm:L as d. va d y Orv,or:w .3.00 N vtMTIL cONTR,LISF. re p - artaboarrntot tz not d,res w N pp b el g, a[n m4 M1 P L Y' par f 4 i °llfPak i o b^, M a--' A I A XE'a ly TOM Rl :a 1 M1 Pa tap too d ap F sem¢ ti'�I V an > n be 9 nk+. orm> Etr and M 1 d < pp d pan, ! i ray k mod A - A antrum A. d Larw " : sla . q res Rearesan Moro of L o dry aW roga.afAmb . g L N:. o 1A.A. In limundonar row-roult poxbl waonrlm„1 J A almnalb,door, w:etnq ad I pas _Deer d bt GI rsmow w sI AA,, w. hw "I " y 1,111-A,.tamed _ .Apo Irrya.un LonraLwr. '�' oINI At valve cono-al rry All Aw way wai per ,ad¢. W:oalwom Isco 11V_ o [CST.. d p t All ole foul GA, mlynhat re IF, wwanod, fornantaor warywil ordbartod 3for F MIA -,w dP wall b, At F L p y ep:. dthL y t f d ge P q d 4 (J' PEG : IrtERE TON I FLAW L E L p to [ ful opyllookso.I "Frode o ^P d amory.^' , rpon 1 IAIalkwarRep, m ra p r d elan FAI 4 An 9 G II F: L Hl g> r ✓13o pl to 9Jaakol or b J.A. r q d mob. I � rd4d y Th L d rye L y -11 A.,, Ala LamParaatlAT o,or Mon N .,pl ':1 to d th Ob rotAn Al wk o cc,rect an " kea^ar y I dNly nap pw yda ag egared'w 5+ahron >plc¢cap-and 9M >3565 oteFlak.ea: pockw. roar s. wclouo, a aFl -l roblimando, Arra 4w Aw.-rro..ourac[w. NN6" 1400 AN rP d- d La n I p 1 a t Mont of work raw .neat apw Lwo-aetw- not rog ata Sp o Pw. A. O r:g ' d p a: Groan, work, 1 a And a morsbne frown on Nor don, recawzwy Lware a ntr ,. ¢rya rad wL a k: ,F raw pram,,¢, At c dor . podd a o P mcara ata eeml. 1. .11 1.= dadg 1R rmlgaton eyalam Any ,n Rgrmwnoaovw/ben°ra fatr to Al vmg p ata P 1 rto „errs quely rod - red . 41 1 Arab no apI I t. A At P PD Al n Ew F" Jo p raePrmonloors/a m Lanbac,or .mon Mo s zef eros` townaro a- ma nlzre aloin d tr wq;,pron4Two I^ ih=h a tr Pr eau t 119 rrm Fs mrKro, and all vr,,y tro, 111 .11., 111,na.oon, noat.andter,. sordirrIl rob! m ldp.M1b 4 1 t I ". wo B.CP MR TKNTAm11 p ". IA,and wous, vel Power marc¢,, AN FEwnionit copol be coed na[zd tttM1 I AT . Intim, L IN IF I .p 111 y opy. po cppravea A, loyal Wpmzwntatve/sdndm I.Gatwto,. a p rn o 'dt , gle Awa Go gp: Pro, ' b El os Th. .antgwcep¢ -111, O s rs¢prw vel -.A.,." a1 wy c m aM P. ac wd aw A -lo d ,aurone fort -a - And to w.I, dap 1r,.-. o ,ray rwquwz s olnarwe on. 0 qa 1 yee> to ap from tae golf oo veRy, w area .Ad plor o ata wN l o bill®m n1 LATIA.t cf way, st[ on maFor al wntro varvm. d _ andscapdto w a 1 akstoke -1 th. lclgmba o, An.`erawmg> here rums Awl ba Id' ate Nw ToG,,latlort a IF I ­Wtwo umpal­Wt I.ed Ay Jv stprouapI:o ssnt a Awm soloreativa bel 1F o Ldoswl door", o od rat ring /,nonoral Laneannall eefow crosrrc on s star[ e. Avy nth of pant", m trues coni,¢ ora p ,ter a! ho> do la ors 'I'll be dntwrm:me at Ne A::, Ox0. 0. Al rcgatp as Intl rvrng dome, IFpon endo per ag Am. oplawymbi and, III Add. down, In,aril°, ami qutan J - ,Deed, -11 rr e -A v.: we.wo'bel IF Troy Ina -m arta pmwM1 type, also on P obobw o . cr two roma m At v, wo asap® sort -o r on, 1rad'TGAA, tfabooll my,olsoll Andy rt"I An lh t sy e cnk- W s INA- F, F AlI: wP 11 g F qs x 5 d t p M eon sten[ Iw b covoroge al 9 .. P Id 9 ^Le1B a ngotlm areae. 1 an Oz D 4 rb o got sn taw : y m O% a Id -A,,., arw n 3. Mj devotion Irom Gz c ,dAAI lot..1a W w tFwt opprwa Iron rtq%.or Inarilhor, Im, do GG- RoPa tot' / act r pro ruler m Boal 1.11 rat bo -1 proper An . 9afmys Th dd eoe ,mel toLevel apeLcr -,I, k shA a .I waynownylay,1 aoduall to lY I A, owdr, par pbor, P P t y.wal or ofork Arab k AI For, IF PP g brm poll AN abrob or wobaloloy, d lyse rro most, obaboo, It III to k. moolkabody, f 11. GwwI 3C0 oproostuR 1. dowfoal LURraator la motoob t.'ga' Ha boy, le wgaom¢n[ ¢Forgo, on approved 9a n,1ow, Yr to Ford, waristion L,notatia, ba,toptar,pro 1 y or amakh on athaddlow and al th. ,riga[ mAliplar to An to prolywho ral -IIora. p Y p d k Ly An un, h I pro b E'r d crY wl arynoor or Fs reorewntwcvaFry AT p rvctors wee on tor J Al P t tM1 -morlp of s Kaye, e¢Go rwgv red 1 r er .nM cn Aw mao ,p the entire job dry n pre and by v AN Nd «gm 'awn , a Mbewv ¢,.par ewe ar:d c nk rvan IT aw aIIAywI An, AN, ol, M. Lan cape L actor a pov nth a Q) sets of `Aro Ill Gron"i or Na mon ea rr ge[: to'vts Lar. Arden GI RANTS. vbAl, t at dwoupolood,prl by 11. p At '�roP rt A A I mineral art nwrowl im11 as gporonbwd And ,Fal l roar ns c noon MA: µs rte P.y ino[on p AntM1 ca^Psm parywack¢n el O.0 >dpra>ato[vo/ wArpo d. In Fw to por e, d P nb of ro'm9da cn on, 7 tr are yee ary ompbmn mea 'A, gavruw d �ee.,re sryyly I plao lam, and contra wvo. apt W fob. ad, Ars it od .1, raqured p And It,opropp, -INAN, ddli..hmmo No g-ade toll aro -,G.. fall oddt°m ..Faze Am m wGA .o Door I TOO BAG tory PICawl ER, It All ar"Al to, ll plarah,, awctu'ae, ma otivA Prlds and Moth l unknow lap -ram A. Allo,, 3pa111ee w ¢!o rttleof 1arbir ly cFrapawmd Improve s mwm.nt Adywrwlza) p> 9co ar Tate wd Lorod. tno t ul .,odes w'a lro.:ct not "' M p^abK rep d e sG owbaw, AS N N l to terad Y. Hart Eacblw prmeatlm wk>Fwla genre Rwpr'esentopv¢/f>v:eral Lonhocb of ro odtlarl e.p.rLsr. w a> to 0 om for nwl Iy plan, I.c..-1. ovar Ad p1AG par Iobaut,. L. 11 9 ode. tay, oM ':. on, vara 11-1 p or fdr, AN no ,y t3 trand, pfullro Frophrop raw Two Goal , LAwropplat a IF Ito A ad A shall 'ccK 'Nord, and adjank AN ,odor A i nog to rra o1 rw.ka, dear . vel [ oG ata 1 oro aylte operator of 11I aloew. deck P ag a a to two All 1 A 'Now, Nr,raill de'now z Period. 1- aF adjac¢nL plaw ra b N ARA, olid by lb'd and Le 1. And, 1111,nwk o be ticre urM1,1 scM1eduled nspo ��ea[nn bowtTnbel'mg,Fall oNdry 1 e 510 MsiERlAto. 9 1 e U M Iao-anc. AA d a`all NI d N1a I maW Pd' .1I.I.G of abot obil frook to A Iw A aPwgz wron lown. anow loodrayl t IN t- ed the y my x15 spec eLL, 1n,AL d'1 ,a t 9 La pblaw d ty Ace 1111 TE X5. , ,.onto ond Oro PPI ab 1 w GP ti a g: t nom raw laww w ,pont Io m m,I tro � w w _,owed m ,¢roil wrrk mat womormm, m A- wba=. k h M1 e P` Pp , roam pow M1 ar (, Does b,br apes nod H. MI mep':pmw b. w In tin win own m ] v NOT mor codrs moo aM wFTw rd' vel spoci:ad own b om , pr l into .11 dgalp"o"t per 11 wA,, 1) nor cans a -Not pp. tar wJ on Am promay. ,Peke w,mn.,,-I r ¢neltivm. Any - 10- byarv,vrt. RTwor,ady, v¢/Ewnerol AGENM Y be anon, pl, '1 g. Ab- oat actor /vryampeelwa¢gap a be onar bol L In .1 cFw. fINT2 r o' roto o w nage novo ]O op' Toryboy. r.pluced AL LanA-sapl coNac[arz wgvmsw. AN dvecdm,¢alar Non ,O'. Iowa a1 loop Al al comectnnz na,. ae¢a mm.. Ah`7a :roil 'a aF T.o,E i'Lans'. nVE doo l Tg E Ep dT TIE u y ye del Anis&mN gal t' }\ 4 9p ivd 6;-0RDaHGE WI74' ER LOD 7LE1 DMS ,3,1 6 SEQ HELI lordw aAbhsl NT LgND,LAP EroPERATIDut WR' THE ..OLIrL GOVERJING An, J \.- :qka praeeel.M' ersr tw moyW-a.dl of rhe sa , ro4s aM sodya "Tintao. furyLaMzccpL w cndpowr Ita l afford Alldsa C.9BR RoIFTATIA An V1. T Op j 4a Forgo my addtkna mineral and later sawn: mall loradyENt 3TI 7,fic As ANY KING poor Nor ay mw planta rxtr tM1eao mal and wil Iotom down the work SEk1Ed W RIGH i CF Got WITH AFD CBR EANT Ad For nert...d n n d Portae or �ic wc .tima or r own In raw �wnIT Fit Astook I-17r,Ad I. HERMANN & ASSOCIATES 74930 COUNTRY CLUB ORIVE VIC 150, PMB 147 PlILM DESERT, (A LI(# 1754 92260 PA, (760) 7760940 Fill (760) 716-0950 O I 00 V)mW ZD N im X Y0 >- O LLe y cr �ff0 (D �ppI to Z to O W ryN z0� I J� Vl 7 00 IEK zy '6e W J r J z >05 Z rj)MEILL E W < ME IRRIGATION/ PLANTING SPECIFICATIONS DESIGNED ,jE DR4wn JE CHECKED GH OAIE b/23/06 ScnLE Nis 3 d09 N0, a$ SHEET I ID L-16 CF ,E SHEENS PI DATE: 6431116 MSTR0J o �3 BATH BA. 2 SHUTTERS m _oN 0 00 = n n lJ O QM 3 MSTR BED/OFFICE I W > .2 SHUTTERS a o� �� O O �vj Of BED 2/OFFICE 2 i NOOK i ��\ KITCHEN HVAC I I PDR-- -, UTIL. ` 0 A/C CONDENSERS I i: �J I ENTRY LIVING ril SHUTTERS s° 3068 3050 SH. s° TEMP. GL. 6068L DR. DR. OT TEMP. 4 L' SHUTTERS TEMPGL. . GL. Fo T � SHUTTERS y� c PORCH PATIO SHUTTERS b 9,pCy�%S� b0 PATIO WELCOME HOME CENTER INSIDE CONDO UNIT SHUTTERS & BLINDS PLAN 33 Journey, Suite 175 Aliso Viejo, CA 92656 Tel: (949) 389 1911 Fax: (949) 389 1931 z Z CJ) Q O z Q J Z m O 06 U cf) w cl: m W �Z � Q = W Cly Z H .Z O >UccU W W LU — OpW = W Wwcrcn Q (nozo WUWW Q>LLJ W J i-- 3: NOTES FtS AREV. OREV, AREV. QREV, DATE 11-109 SCALE 3/16' = V-0' JOB# 0645 PLAN WHC SHEET SB1.1 • 0 FA-13 A-13 A D 40B C INTERHOR ELEVATIONS QDISHWASHER NRH AP GAP - VERIFY DIMENSIONS WITH MANLFACTURFA'S SPECIFICATIONS 39' CLEAR REFRIGERATOR SPACE. PROVIDE r -D COLD' BIBB AND SHUT-OFF FOR ICE MAKER. ❑30' SLIDENN RANGE WITH MICROWAVE, HOOL, , AND FAN ABOVE (VENT TO OUTSIDE AR). ASKS EQUALCOMBO UNIT MODEL# WCAM1812 OR © GYP. BD. SOFFIT - REFER TO PIAN FOR HEIGHTfSL ❑7 PANTRY, WIDTH NOTED ON PLANS) © PEDESTAL LAVATORY ❑9 (2) B' CUTTING BOARDS (34" MAX HEIGHT) Dib WAIL 62',33' ADA COMPLIANT 'ROLL -N SHOWER UNIT BY LASCO MODEL# *n -BEST OR EQUAL WITH FOLD -UP SEAT, POLE, IX: ROD, AND HAND HELD 6)" SPRAYER CONTROL VALVES TO BE rr SURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPMC. 420 4/20/05 BLDG DEPT. SUBMITTAL Q 6/2/05 BLDG DEPT. REVISIONS Q 6/15/05 CLIENT REVISIONS Q 9/6/05 BLDG DEPT. REVISIONS LESS THAN 6)' ABOVE THE DRAIN PER UBC. CHAPTER 24. 10/29/05 BLDG DEPT. REVISIONS Q 12/19/05 BLDG DEPT, REVISIONS Q V30/D6 CLIENT REVISIONS Q V20/06 BLDG DEPT, REVISIONS Q 3/16/06 BLDG DEPT. REVISIONS ® 4/2/06 CLIENT REVISIONS ® 6/13/06 FRAMEWALK REVISIONS 10/10/06 BLDG DEPT. REVISIONS ROD, AND HAND HELD 6)" SPRAYER CONTROL VALVES TO BE rr SURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPMC. 420 nnmeaene �nrmoeromawrmlwcolor�rvx:xwe;r xwxwa.wrle"sme+w="Irll—mvrmomusc.+.u+ FOR ADDITIONAL INFOFAMTON SEE DETAILS 2l 2e, 29, 8 30ANG2 CO""'�011"O^°1°�DF r�nBO�i°O�°08� onsmc n+eartn rtis=ffwwc m�elwmeimr®au— 18 FIBERGLASS SHOWER PAN BY LASCO WITH FIBERGLASS SURROUND CONTROL vmcam Bw]6 Ut C'1�Y89x1 eE l�®mor 11E rrMfG* Hen 011E r� un wiAmP" srF TO 72' ABOVE FISHED FLOOR SEE PLAN FOR SIZE. VALVES TO BE PRESSURE BALANCED OR THERI DSTATC MDQJG C. ADDINGTON PER LPC 4107 & 4127. ENCLOSURE MST BE OF APPROVED SAFETY F. YONEMORI GLAZING & DOOR MST SWING OUT OF SHOWER, WINDOWS IN TUE/SHOWER WALLS SHALL BE LABELED SAFETY GLAZING WHEN Project ' LESS THAN 6)' ABOVE THE DRAIN PER UBC. CHAPTER 24. T H E ®32'5W ONE PIECE FIBERGLASS TUB AND SHOWER Y SURROUND TO 7? ABOVE FINISH FLOOR PROVIDE, CONTROL VALVES TO BE PRESSURE BALANCED OR MIXING VALVES PER UPMC. 420.0. ❑fl 669(47 FIBERGLASS TUB BY LASCO ON 20' PLATFORM MODEL #3366420 NTH W FIBERGLASS SURROUND. CONTROL VALVES TO BE PRESSURE BALANCED OR THERMOSTATIC, MIXING VALVES PER UPMC. 420D, OR A LENNAR APPROVED EQUAL. ❑FAJ IN ATTIC PER UNIC 319. PROVIDE LIGHT, POWER UNOBSTRUCTED 24" PASSAGE. 30' WIDE WORK SPACE, AND ADEQUATE AIR SUPPLY PER UMIC 307a PROVIDE CONDENSATE DRAIN UNE TO OUTSIDE, VENT TO OUTSIDE AND COMBUSTION AIR PER UMC CHAPTER 7. ®30'X30' ATTIC ACCESS, MN (PROVIDED FAD MAY PASS THROLKH WITH MN 30' CIFAR HEADROOM PROVIDE SWITCHED LIGHT, tW.. OUn.ET, AND 24' SOLD FLOORING TO FAL, (NOT MORE THAN 29-T N LENGTK ® COUNTERTOP MICROWAVE (AT ACCESSOILE UNITS O" -Y) aADA COMPLIANT TOILET BY AMERICAN STANDARD CHAMPION MODEL OR EQUAL FOR ADDITIONAL INFORMATION SEE 5MC-2 ®A 3E? CLEAR WIDTH MANANETiNG SPACE LOCATED ALONG BOTH SIDES OF THE BED, EXCEPT THAT WHERE TWO BEDS ARE PROVIDE THIS REQUPE1dQNT CAN BE MET BY PROVIDING A 36" WIDE M AIANERING SPACE LOCATED BETWEEN THE BEDS THERE SHALL ALSO BE CLEAR SPACE UNDER THE BED FOR THE USE OF A PERSONAL LFT DEVICE THE CLEAR SPACE SHALL BE ON THE LO SUE OF THE BED ADJACENT TO AN ACCESSIBLE AISLE THE CLEAR SPACE SHALL EXTEND HWONTALL.YTO POINTS NOT MORE THAN I? FROM EACH BYD OF THE BED. ®31Y PREFAB. METAL DECORATIVE GAS APPLIANCE BY WATILATOR' FIREPLACE PRODUCTS MODEL# GNTC60 OR AN APPROVED EQUAL ®ADA COMPLIANT GRAB BAR WITH A STRUCTURAL STRENGTH TO WITHSTAND A 250LBS. PONT LOAD AND SFIFAR TENSION FOR ADDITIONAL PFORMATDN SEE 13 & 27MC-2 (SEE PLAN FOR M AUXILIARY VSANL ALARMS SHALL BE PROVIDED AND SHALL COMPL WITH SECTION 119824 ADA COMPLIANT ROLL -UNDER BATHROOM LAVATORY WITH UNOBSTRUCTED KNEE SPACE BELOW. FOR ADDITIONAL INFORMATION SEE 2/HC-2 2x6 FLAT BLOCKING AT .40' ABOVE RNASHED FLOOR FOR 24' WIDE TOWEL BAR ❑24 ADA COMPLIANT ROLL -UNDER KITCHEN SINK WITH RETRACTABLE CABINET DOORS BELOW FOR KNEE SPACE V BASE CARNETS UNDER SINK AND WORK SURFACE COUNTER AREAS FOR REPOSI- TIONNNG ARE pEMOVABLE TO PROVIDE CLEARANCE FOR A WHEEL - CHAR, NOTING WHEELCHAIR CLEARANCES 2) CABINETS AND COU- NTERS ARE TO BE CONSTRUCTED OF DLRABLE NON-ABSORBANT MATERIALS 3) FINISHED FLOORING INSTALLED ON THE FLOOR BENEATH MOVABLE COUNTERS TO BACK WALL OF SINK PER CBC 1112A FOR MORE INFORMATION SEE NOTES A -H, 2W-2- ADA ll-IG2ADA COMPLIANT VISUAL WARMING TELEIHONE FOR THE HIEAPIW 3APAIRED WnH VOLUME CONTROLS AND AN OUREF WITHIN 46' TO FACILITATE THE USE OF A TEM TELEPHONE ®PAINT -GRADE WOOD OR VINYL -COATED WflE, 12' DEEP SHELF AT 67 ABOVE FNJLSHED FLOOR 27 GYP. BD. LOW WAW SHELF - REFER TO PLAN FOR HEIGHT. STUCCO SOFFIT - REFER TO EXTERIOR ELEVATIONS FOR HBGHTM ® STUCCO SHELF, SLOPE TO DRAIN NOTES I I ALL GLAZING R ESTRATONS) SHALL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED. SHOWING THE " VALUE AND THE SHGC. VALUE 2. WINDOWS ADJACENT TO TUBS, SHOWERS AND TUB/SHOWIERS, AT STAIRWAYS, OR ADJACENT TO AND WITHIN 24 IN OF EITHER EDGE OF DOOR SHALL BE RILLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC, PER UBC. 24063 AND 2406A 3 SLEEPING ROOMS SHALL_ HAVE A WINDOW OR EXTERIOR DOOR FOR EMBI iEN(N ESCAPE SILL HEIGHT SHALL NOT EXCEED 44" ABOVE THE FLOOR WIDOWS MUST HAVE AN OPENABLE AREA OF AT LEST S7 Sa FT, WITH THE MNMIM OPERABLE WIDTH 2(? AND THE 6*41A 1M OPENABUE H83HIT 24'. THE EMERGENCY DOOR OR WINDOW SHILL BE OPERABLE FROM THE NTO PROFU1J_ CLEAR WITO THE ME E OF SEPARATESS TESIDE OOL�UBIC SECTIONM4, OPENING 4. IN SHOWERS AND TUB -SHOWER COMBINATIONS, CONTROL VALVES MST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES UPMC. SECTION 4200. 5 APPLIANCE IN CONFINED SPACE PROVIDE TWO OPENINGS INTO ENCLOSURE EACH HAVING 1 Sa IN PER 100) BTUM INPUT FREELY COMMUNICATING WITH OTHER UNCONFINED INTERIOR SPACES MN WUm 100 S0. R EACH OPENING CMC. SECTION 702 5 NEW WATER CLOSETS AND ASSOCIATED FLUSHOME7ER VALVES, IF ANY, SHALL USE NO MORE THAN 16 GALLONS PER RUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AAAEFUCAN NATIONAL STANDARDS H & S CODE, SECTION V721309 SQUARE 1 STORY UNIT TOTAL LIVEABLE 4235'8F. PORCH 227 SF. DESERT VILLAS LA QUINTA CALIFORNIA 2004-1052 KTGYGROUE INC Mcnaxxr"n ?%.Wl 3 EaItroamemfti 17992 MITCHELL SOUTH IRVINE, CA 92614 (949) 351-2133 (949) 331-5156 PAX Irving California License Stamp" Principal in Charge D. KENT Project Director D. STODDARD Project Architect D. KENT Project Designer M C. ADDINGTON Checked By , F. YONEMORI Sheet Title UNIT PLAN 1 FIRST FLOOR PLAN Sheet No. A a -4 THOMAS GUIDE PG 849 INDIAN WELLS LA DUINTA U VICINITY MAP N.T.S. LEGEND --------- PROPOSED RIGHT-OF-WAY 4' C014CRETE SIDEWALK PROPOSED CENTERLINE ----------- - PROPOSED PUBLIC UTIUTY EASEMENT - -W- -W- PROPOSED WATER A98IEVIATKINS ��..-•..-•..- PROPOSED SWALE FLOWUNE -S- -S- - PROPOSED SEWER BC BEGIN CURVE ® PROPOSED COMBINATION RETNNING/G:ARDEN L A B B M IQ A T ADA ACCESSIBIUTY PATH BCC BEGIN COMPOUND CURVE WALL (BY SEPARATE PLAN AND PERMIT) BCR BEGIN CURB RETURN THESE AUIKING ACES C/L CENTERLINE PROPOSED STORM DRAIN BED FOR LDINGS CY CUBIC YARDS PROPOSED EXTENDED FOOTING EC END CURVE ECR END CURB RETURN �r PROPOSED HANDRAIL OR ID -0 ELEV ELEVATION ❑O PROPOSED SPREAD FOOTING AND COLUMN EX EXISTING EP EDGE OF PAVEMENT e PROPOSED DURA SLOPE CHANNEL DRAIN FL FLOWLINE FG FINISHED GRADE PROPOSED TUBULAR STEEL FENCE FS FINISHED SURFACE PROPOSED STAIR/2ND STORY OVERHANG ONE FF Ge IMP. :M FINISHED FLOOR GRADE BREAK IMPROVEMENT -_-_----_ INV INVENT LF LINEAR FEET Low POINT CONSTRUCTION NOTES QUANTITY ESTIMATE NIC M MIDDLE OF VERTICAL CURVE O CONSTRUCT 4' CONCRETE SIDEWALK PER CITY EC 240. (FOR PERAIWr PURPOSES OILY) N75 NOT TO SCALE (STAMPING ANO COLOR PER LANDSCAPEARCHITECTS S PLANS D SPECIFlGTIONS). PIANS AND 6,470 S.F. P.C.C. PORTLAND CEMENT CONCRETE CONSTRUCT 4' CONCRETE SLAB (STAMPING AND COLOR PER O LANDSCAPE ARCHITECTS PLANS AND SPECIFICTIONS) 8,164 S.F. PE PAD ELEVATION OCONSTRUCT 0.3' DEEP (MINIMUM)GRADED MUM) FORMAN SWALE PER DETAIL 'C' (SEE SHEET N0. 4). 1,991 LF. PIG PROP. POINT OF INTERSECTING GUTTERS PROPOSED OCONSTRUCT CMU RETAINING WNL PER LANDSCAPE ARCHITECTS PIANS AND SPECFXATIONS (SEPARATE PLAN AND PERMIT). 606 LF. PS POOL SURFACE OS INSTIL ACO KIASSIK CHANNEL DRAIN PER DETAIL (SEE SHEET NO. 4) 20 EA PVI POINT OF VERTICAL INTERSECTION © WALL HANDRAIL PER C.B.C. FIGURE 118-36. 11 D-27 256 LF. R/W F -WAY O7 INSTIL V X 1.5' ROOF DRAIN SPLASH PAD (SEE DETAIL ON SNEFT NO. 4). 69 U SD STA STORM DRAIN TORM STATION OB CONSTRUCT 6' SDEWNX CURB (SEE DETAIL ON SHEET MD. 4) 110 LF. TC TOP OF CURB CONSTRUCT STAN. PER C.B.C. FIGURE 118-35 2 EA TF TOP OF FOOTIN G ® CONSTRUCT PEDESTRIAN RAMP PER C.B.C. FIGURE 118-38 (2001 EDITION) 142 LF. TOG TP TOP OF CRAZE TOP OF PAVEMENT 1© CONSTRUCT EXTE1400 FOOTING (SEE DETAIL ON SHEET NO. 4) 402 LF. ISTDP OF SIDEWALK ®II/STALL NDS FLOW -WELL STORM WATER LEACHING SYSTEM WITH SURFACE ORAW RAFT TIP lY'PKJAL (FDR NUISANCE WATER ONLY- TRIPLE STACKED), SEE SHEET NO. 4 ® INSTIL 8' NDS AREA DRAIN (SEE DETAIL ON SHEET NO. 4) 10 U 8 LA TN TRW TOP OF WALL TOP OF RETNNM WALL O4 WALL 4' PYC (SCH. 40) STORM DRAIN PIPE O 1% MW. 177 LF. TC TOP OF GRATE ® WALL 42' HIGH NMIORAII PER C.B.C. FIGURE IIB -35 313 LF. VC VERTICAL CURVE INSTALL TUBULAR STEEL FENCING PER LANDSCAPE ARCHITECT PUE HP PUBUC UTILITY EASEMENT PUNS AND SPECIFICATIONS (SEPARATE PLAN AND PERMIT). 193 LF. HIGH POINT GFF GARAGE FTNRNED FLOOR P/L PROPERTY UNE EA EACH NOTE TO CONTRACTOR- QUANTITY ESTIM TE PA PLANTING AREA MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS. ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HES OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. NSA CONSULTING, INC. SHILL NOT BE RESPONSIBLE FOR ANY 1V� DEVIATIONS Q�BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. ]E �.Y IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLAVALLEY WATER DISTRICT (780) 398-2581 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2581 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800)303-7756 GAS THE GAS COMPANY (800) 427-2200 TELEPHONE VERIZON (800) 483-5000 CABLE T.V. TIME WARNER CABLE (780) 340-1312 EXT. 281 USA UNDERGROUND SERVICE ALERT (800) 2 2 7-2170 0 .A J THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA DESERT VILLAS PARCEL MAP NO. 31116 PRECISE GRADING FOR POOL, OFFICE BUILDINGS AND BUILDINGS NO.: 15, 16, 17, 18, 19 BEING A DIVISION OF A PORTION OF THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR CENTfE PONE DEVELOPMENT, " C. C/O EOUITY DIRECTIONS DEVELOPMENT, INC. 77-564 COUNTRY CLUB DRIVE SM 100 PALM DESERT, CA 92260 8 L NOTE TO CONTRACTOR EXISTING UTILITIES PROJECT NOTE& ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTANED FROM A REVIEW OF AVAILABLE RECORD DATA WHILE WE CARE WAS TAKEN IN THE PREPARATION OF THIS INFORMATION. MSA CONSULTING, INC. CM NOT AND (D ACCESSIBILTY ROUTE FOR PARKING LOT IS SHOWN ON HOTEL PRECISE DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFOR■ATKON. THE LOCATION OF EXETING GRADING PLANS CITY OF LA QUINTA PLAN SET N0, 05115 UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE WAY ONLY. THE CONTRACTOR SIAL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL D44AGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIURIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT UNKNOWN UTIUTIES OR UNKNOWN STRUCTURES ARE FOUND WRING AT UNEXPECTED ELEVATIONS OR LOCATIONS, NSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. MSA CONSULTING, INC. WILL MAKE ANY REWIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK INCLUDRIG REPAIRS REQUIRED IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO DILIGENTLY PURSUE THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PUNS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOUNG. IF NECESSARY MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. EARTHWORK ESTWTE S a 1' e I FOR PERMIT PURPOSES ONLY D I 9 S 1 Y TOTAL CUT (RAW): 900 C.Y. DIG ALERT DIAL TOLL FREE TOTAL FILL (RAW): 0 C.Y. p}� THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 150 CY PER BUILDING 1-800227-2600 FROM TRENCHING AND DETAILED GRADING. AT LEAST TWO DAYS BEFORE YOU DIG ® C-yH%H zoos FOR ACCESSIBILITY GVIDEURES •REFER TO THE CALIFORNIA MSA ComM fly, Ane. BUILDING CODE TITLE 24, CHAPTER 10, 11A AND i1B All RIyhIR ROROrvN SOC SHEET INDEX- 0SU' 100" 150' 200' SHEET NO. 1•TITLE SHEET. SCALE 1"=50' SHEET NO. 2.POOL BUILDING AND BUILDINGS 15. 16. SHEET NO. 3. OFFICE BUILDING AND BUILDINGS 17, 18, 19. SHEET NO. 4. DETAILS AND WALL LAYOUT SHEET. SHEET NO. 5, HORIZONTAL CONTROL, ACCESSIBILITY AND UTILITY LAYOUT PLAN $ ' C43880 " BASIS CF BEAM / A E:p. 8-b-07 i ARE a -SM ON C TF OF CALAp� REVISIONS APPRwED DATE MSA CONSULmm, INC. MAamma SI►n'1'H R A990CIA7'Bs. INC. PIAEOmO ■ CVD. P.LOWMOO ■ LAPD SusysYEwo MM Bos HOFS Mm ■ RA4 m Mnwm ■ CA 97270 ro T> mmm CM 320488 ■ FAX (750) 3237893 PD -31W I ELEV. 55.823 " -'-- -- ' - 1' I.P. WITH CO. TAG IN MOS. WELL ATTHE SISNATURE INTERSECTION OF MILES AVENUE AND WASMINCTON STREET ELEV. 116.584. WE 1. ALL WORK SNALL BE DONE M ACCORDR4LE WITH THE STANDARD PIANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001. OR LATEST EDITION. 2. IT SHALLBE THE RESPONSIBOITI' OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBUC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS WRING THE UFE OF CONSTRUC71ON ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REWIRED. 3. R SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CAUFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA WINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO A14Y GRADING.BRUSHING OR CLEANING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. S. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL DOSING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. S. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PUNS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER BELOW 33,988, OR A LICENSED LAND SURVEYOR. ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER IST TO APRIL 3071: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. n. ALL TRAVELED WAYS MUST BE CLEANED ONLY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER, 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND UGHTFD IN CONFORMANCE WITH THE STATE MAMMAL OF WARNING SIGNS. UCHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO EUMINATE AMY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THOU ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEWNPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NO) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING RAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE EUINATION STSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLFMORED MID ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REWIRE PIAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PUN APPROVAL. BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON TMESE PUNS, IF MY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PVNS THAT IMPACT THE DESIGN IMIEDRRY OF THE IMPROVEMENT PROPOSED IN THESE PUNS AS ORID ALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 16. THESEPLANS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BUR ALL COSTS ASSOCIATED WITH UPDATING THE PUNS. INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STAROARDS, ORDINANCES, OR LAWS AND REGULATIONS. ENACTED OR ADOPTED BI' THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE THE SOILS ENGINEER HIS REVIEWED THE PLANS AND FINDS THEM TO BE IN CONFORMANCE WITH THE SOLS REPORT NO. 04-01-056 (JM. 18, 2004) k UPDATE LEITER TED APRIL 12, 2005 SdIN ENGINEER DATE. 12./'7/05 SIADDEN ENGINEERING 39-725 (TEND LANE SUITE C PNM DESERT, CA 92211 (760) 722 CITY of LA QUANTA Plan Set No. C-!LZ3 43880 �Ini JRN FEMA FLOOD ZONE DESIGiNNATION FLOOD ZONE X 45-245 SEELEY AVE. BLOCS 15-19 U WINTA CA 92253 OWNER AND DEVELOPER C.P. DEVELOPMENT LA QUINTA, LLC 77-564 COUNTRY CLUB DRIVE SUITE 100 PALM DESERT, CA 92,253 TELEPHONE (760)360-8001 FAX: (760)777-1233 SWRCB WDIO Aro. 7330329496 SDE DEVELOPMENT PLAN NO. 2003-793 h SAFETY DIRECTOR _... U WIMA COMMUNITY DEVELOPMENT DIRECTOR LCRY OF LA QUINTA ORATING NOTES t. GRADING SHAI.L BE IN ACCORDANCE WITH THE ENGINEERED GRADING REOUI-ENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 04-01-056 AND UPDATE LETTER DATED: JANUARY 16. 21)(I4 AND APRIL 12. 2005 PREPARED BY':SIADDEN WWNFFRI - TELEPHONE NO.(7901 772 ylRY3 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATONS, AND CODE WITHIN THEIR PURVIEW. 8. THE DESIGN CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL WRINGGRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BOVI E PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING. EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6' ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. S. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 9076 RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. S. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALT_ BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.5076. 8- ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CIN ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE THE MINIMUM SECTION IS 3' A.C. OVER 4.5' CRUSHED A.B.. ADDITIONAL SOIL TESTIS) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. il. THE GOY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R' VALUE TESTS FOR ROADWAY SUBBASE 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMEN TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINK COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTANIING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SMALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT UNITED TO THE FOLLOWING. SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY ONE SACKFlLL REPORT FROM THE PROJECT SOIL ENGINEER SHNL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 10. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17, THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES WRING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINK ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN ME PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WAND EROSION AND DUST CONTROL MEASURES AS REWIRED BY THE FUGITIVE DUST CONTROL PUN APPROVED FOR THIS PROJECT. TE TO CONTRACTOR- SITE CONDITION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOBSITE CONDITION WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPUES CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY AND HOLD THE OWNER AND MSA CONSULTING, INC. HARMLESS FROM ANY AND ALL UABIUTY. REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR- ACCESSIBILITY DETAIL THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS INCLUDING SLOPE AND DISTANCE WERE CALCULATED U61NG THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONS7RUC110N CAN AND MAY CHANCE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. ME CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITES ON SITE. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS PRIOR TD FINAL CONSTRUCTION. D SHALL ALSO BE NOTED THAT THE ACCESSIBILRY STANDARDS CALLED OUT ON THESE PUNS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLM PREPARATION. THEREFORE IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ES ACCSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILTIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. CITY OF LA QUINTA, CALIFORNIA SHE CENTRE POINTE - PM 31118 (SDP 2003-793) � DATE PRECISE GRADING - DESERT VILLAS _ __ _ TITLE SHEET S _ SEE HOTEL PRECISE „ GRADING AND PAVING PLAN d / / CITY OF LA OUNTA PLAN it GET NO. 05115 fF� \ -,f i \ 112,54, FS SEE HOTEL PRECISE n `-�, , P.A. '\ GRADING AND PAVING PLAN / _''r '' CITY OF LA OUINTA PLAN :. •::: M1,. o SET NO. 06116 t r „ SEE HOTEL PRECISE GRADING AND PAVING PLAN, 7 CITY OF LA OUNTA PLAN P.A. -DET Me SET NO. 05116 6 O8.B01 .�•-. 10.10 HOTEL BUILDINGFF I PE -113.00, I\ D t \ s BLDG. 16 l � rNy oy�, v' RE j�A`(.7 - FF -112 00 / HOTEL PRECISE i + 01RAttDNG, AND PAVING PLAN, r• '.;h .,> 3, i PE -111.5 CRY OF LA OUNTA PLAN � 4 15 sET NO. Dana • � 1,0.00 \ I• 111.88 SO 1 0.60 110.80 •i/ \ �I � 1 7 BLDG. 15 „2.00 • (' � /. FF -110.60 SEE HOTEL PRECISE i 2 - ') PE -110.1 IN eP 43RADWO AND PAVING PLAN 3 ,' d► . o no. �i CITY OF LA OUNTA PLAN P.A., t •:•..' . 3 .�: t : SET NO. 05115 _ )•�' 3 ' 08.5 711. 1 • P.A.7 „ EE •' ` G-1 s' SHOTEL PREOME P.A. INV /j(3RADNG AND PAVING PLAN, CRY OF LA OLNVTA PLAN 7 1e3 So TRW 060 SET NO. Oana 3 FG 11 i FS- TRW 1 6 '., :.. .: ; .- .. :. . -_•. , 1 r I FG 110. :-f• ... ....: .. ..: ... - '. -:.. -';.. \ /�i .. .. .. 1,1.36 .11 T. ' ♦. ': •'. 3 110.80 - TRW 11 .50 F 110 1 • a. }70 7 / 11 T{ t, 6 P.A. 107 01.5' ♦ I v -t3 '� "•'.�, FG 110:5 - .7 TOG 80r- ':, POOL RM. N NY e .. 110.90 FF -111.00 4" TRW 1t.19 4 C'• � 1 0.90 0.80 5 10 D ` } �[ 7�.5�,[ �� . 10- - - ,GB PE -110. , - F 0 • �•'.: ': ; `Y' '.�' 09.95 ,., 111 _.. I� 1 O7w 13 � 1 5 . ... ...... .. 1 0.90 P.A. O '•�� � -, , H e _j.mV 10111 , _ INV 4 /ALI �I - -_--- _ • � - t ,0320 � .. .: ... � ... �'� ... : •:, - ..' Fes• Q \. r --� POOL RM. I• 1 .e 3 I 109.5 T ,� 4 • •' �� � SEE WAIL LAYOUT NO. . • 1 e -` \ / s . (SHEET NO. 41 -Y of Lt: 01$INTA FF 111.00 CON8TRLICTION NOTES o -r ,0923 7 oe.6 , , .23 �\ \ \ \ �• \ I Plan Set No. PE -110.5 3 TRW „O. o ( (STAMPING AND CONCRETE Sl LVgSCAPPEE ARRCHITECCTS P�5 AV SPEC.i, \ 08.9 1 '08.9 FS ;,D: r •• / I • ,,P.A BLDG. 19 _ BLDG. 18 - T B FF -106.20 ` CONSTRUCT R CONCRETE Sue N SPE 1G AND COLOR PER 7 1 _ \ r O \ \ I BEE HOTEL PREC . O LANOSpiPE ARCHffEC15 PLANS 0 SPEC,FlCA710N5). � i ' CONSTRUCT 0.3' DEEP cMINIMUM) GRADED EARTHEN STALE PER DETAIL 'C' ', FF -109.40 t -J , PE -105.7 \ GRADING AND PAVM PLAN, (SEE SHEET NO. 4). P ./ 108.9 \ I CONSTRUCT CMU RETAINING WALL PER LANDSCAPE ARCHITECTS \ / 108.4 ° �. CRY OF LA OUNTA PLAN OO PLAM AND SPECIFICATIONS (SEPARATE PVN AND PERMM. , , L PE -108.9 , \ , I r .\'.• OS INSTALL ACO KLASSIK CHANNEL GRAIN PER DETAIL (SEE SHEET NO. 4). INV 1 SET NO. 05116 © INSTALL KVCRANL PER C.B.C. FIGURE 1,B-36, 11B-27 © BALL 8• NOS AREA DRAIN (SEE GEW dT $MEET NO. 4) PPOFE88/(�.I "'•` "' O7 INSTALL V K 1.5• ROOF DRAIN SPLASH PAD (SEE DETAIL ON SHEET NO. 4). 14 IIISTALL 4• PIC (SCH. 40) STORM =111 PPE O 1,t MAN. -p`� , K DE IM1 -oY (v_ .tA �j - PROPOSED PUBLIC U,1LT' EASEMENT OR 4• COIILREfE SIDEWALK O 0 INSTALL 42• IDOf HANDRAIL (SEE LANDSCAPE ARCHRELT'S P1N5 FOR DETAILS) _m �.:� s p•--O�b PROP05ED NANORVL '`.��.`'„•-.-„+ 8 COIISTRIICT 8• SIOEYMLK CURB (SEE DETAIL ON SHEET ND. 4) INSTALL TUBULAR U STEEL FENCING PER LANDSCAPE ARCHITECT ` ,PI C43880 mn -� -- PROPOSED SWALE FIOWLINE O9 CONSTRUCT STAIRS PER C.B.C. FIGURE 118-35 PLANS AND SPEROFICATIONS (SEPARATE PN AND PERMIT). �O FSP. 8-30-07 PROPOSED COMBINATION RETAINING GARDEN WALL O PROPOSED SPREAD FOOTING AND COLUMN 1® CONSTRUCT PEOEsrRN11 RNP PER C.B.C. FIGURE 118-38 (2001 EDITION) 44, CopyAgM 2005 ` (BY SEPARATE PUN AND PERMR) / ® PROPOSED DURA SLOPE CHANNEL DRAIN -PROPOSED STAIR/ NO 1© CONSTRUCT EXTENDED FOOTM (SEE DETAIL ON SAM NO. 4) MSA CorouN . Inc. 0 10' 20' DO• 40• tel' C / Y 1 �' y\P � STORY OVERHANG LINE All Rlylth RAEIYEd l PROPOSED STORM DRAIN ©AbTNl NDS FLOW -WELL STORM WATER LFAl71R6 S151EM IETN SURFACE OTUBI Re£T F �, CA`AFOQ' Q�•4 PROPOSED TUBULAR STEEL FENCE I FOR IAIISAHRi WATER ONLY- TRP6E STAG® S'E SHEET HID. 4 _ S = 0' - PROPOSED EXTENDED FOOTNC PREPARED UNDER THE DIRECT SUPERVISION OF MO. DESIGN BY LA REVISIONS APPROVED DATE M$ALT�a+ TNTC MARK PD -3 -IW ELEV. 55.823 Jsn ' CITY OF LA QUINTA, CALIFORNIA SHEET MAINI®t0 SNRTR a AS90CIAT83 INC LOCAT ON 1 I.P. WITH GO. TAG IN MON. WELL AT THE SK ATURE q�jMe 43880 DRAWN BY CENTRE POINTE - PM 31116 (SDP 2003-7931 2 PLARIGNO ■ CIYD- BINNING • LAND SutvetwG INTERSECTION OF MILES AVENUE AND WASHINGTON STREET DATE JRN PRECISE GRADING - DESERT VILLAS 2 DrinELEV. 118.584' "/� CHECK BY 5 34200 PH HOPE 0)_32 - U IS FAx N(RALO) ■ CA 92270 �7 PUBLJC 11 / ENGINEER DAT 71mJ�BONB 320A811 ■ FAd 780 323.7893 JAD R.C.E 48843 EXPIRES 12/31/08 A DIVISION OF A PORTION OFTHE SOUTH HALF OF -SECTION 19, TOWNSHIP 50 S00TN, RANGE 7 EAST, S.B.M. SHEETS .r t:'_:.: FF -111.00 + tilt I 'r 110.5 -• -1 1 1 I I PE I i 1 •70 I I I ' 3 09.23 .80 08.8 109 ``'\ • �. Ag-�\ ,a �;� i' ,":•. - it D�i.o' 10&5 \��i '? �I, i ':':. , -�.• �. o- t0&9_ 10&9 _ 06.08 1.0' t0°.4 pie _ I ,•.f•. •` 109.5 n' IIIPPP -'� P.A. \ \ •�\ �3 FO 3 I,;I •• ' 1 •~ +' '`J �� � III; - •.• f0• 111.0 1 6Li;P i'' ., i `'�\I ,'. ,, I 108.7 I I PC [��• a •••� FG toF- FIC.. I .,09. 51 G ,, .407° j I lI Q f I 09 40 �';' � �' ��. FF BLDG. 19 .� FF -106.20 1 �~- -- ,,,.42 ' ' �,: ; : _ ,D •. ,,os PE 105.7 r I, a< y/ '' II, I - �,�.. , 1.80 � :lk;°•.,. ':_i�°.', 1 , BLDG. 18 ,a9.4o r:.. ,. .�; SEE WALL LAYOUT r;l ]'- � �..�•`•. ;'. \.' - ., PLAN NO. 1 (SHEET NO. 09.40 FF 109.40 ,09. _ 106.20 i I ` PE -108.9 709. - 3 !- I1 - 10620 BLDG. 17 FF FF -1 '11. 50 ,08.D3 / PE -111.0. ( I + - P.A. r _ W. I :�- - 777.,6 '. •,.7, :'- 4 � _ _ I - 7.42 J4 � �-.-'� 1 � 7 D-1. ' I 1 I I \ 1 71 _ .r�_ P _.ice' 1 i � 7 1 1 ; `, ` v , � �`. '�• "� FS - - tOa 7 6 ,,` ```, ,,1 3 r ih 11 ♦ - a:---�.__,� g .:'`� i ' '``v �I �3 - .-� "�'',, � ,O A� '1 't , 7.------� P.A, P.A. A. r .� 111. :�'.. �' ,I'► 1 v � 1, ` `C��� -� - � ri I, T` 11 ' d'_\ - ______ _______.. ____ _________-1' GRAM AND DAVM 7 7107.x: 3 - RIH<3 PLAN nt - P. OUINTA PLAN SET NO. 06115 3 D-O.B AA , oa• _;;� P.A.-_- rye°r OFFICE FF -106.50 -1 6 D�'`,'', - SM. FgTi1 PAEC18E - : - /' I- 'r' aAAi 1NG AND PAVM PLAN, FF 106.50 -CITY OF LA OUINTA PLAN I 1 ` ; gD'T ` 6•-'°�' �K��` ' ' SET NO. 05116 �[3' 9�i � ,� CON8TRWTION NOTES i' , 9 ? t``. 18t SUBSTITUTE MYLAR �CO114STIPPllKK,,T 4• CONCRETE SOEI°W( PER CITY OF LA OBRA SM. 240. / _ `� ' A ` ' ' 0 (STAAPRIG AND 2-6'�j t \ ' ' � ''� ``• ```• ` '+ ` •-t'" -�1 , , � THIS IDENTICAL TAPPROVED BY THE � E (XX[1R PER LANDSCAPE ARCHITECTS PLANS AND SPECIE7GTION5). fro .STEP' �� ♦ „ `•� +• '` , -!+ ' ,, ', `t 1 - ' - / O CONSIRUCf 4' WNpiEIE STAB ((SNIIFIIG AtIO PER ,�`�` , LANDSCAPE ARCHITECTS PLANS A SPECFMDNIS . -' j �y fi ; '-� , , , , ♦ , , , 1 - ENG! ON 12 -20 -OS EXCEPT b [4 `.J (CONSTRUCT OS SEE SHEET NO. DEEP (IIIYIOM) GRADED EARTHEN SINE PER DETAIL T:' �Ff vF �j `.. `. MOM, `, ` 0 �.�Y�' FOR THE REVISIONS NOTED v HEREON. CONSTRUCT CIN RETAINING (�BAILLt1 PER IMQSSAPE ARCHITECTS , , -w' PIANS AND SPECIFlGTgNS (F9MATE PIAN AND PONT). BOG / �- " `` ` `' ' \ `iAc N ``X i' ' ' PSP ,, '� , - .'C43880I OS INSTALL ADD KLASSX CHANNEL DRAIN PER DETAIL (SEE FEET NCI. 4). ```i : '```pr INSTALL HANDRAIL PER C.B.C. FICIIE 11B-38. 119-27 0 ISTALL 1' X 1S' ROOF DRAIN SPLASH PAD (SEE DETAIL ON SHEET N0. 4). 'rC T ' ' t 1 L-1-1 ` i 10 '1` A. OE U TORRE CAL\ r\ 8 CONSIRU.•f 8' SIOEIM[X Ct11✓B SEE DETAIL ON SHEET IID. 4) � 8 • ,' � A � ''pfj \`�, � �� � ,, ,, tC , FJ(P. DATE oe-30-o7 IB 1 CONSTRUCT PEDE�TaIN RAMP PER C.B.C. FX1/RE 118'38 (200, EDITION) ' & -�'+, ty \v�� ,OCONSTRUCT DnENDED FOOTING (SEE DETAIL ON 91M No. 4) - ISfM1 EUS FLOW -HELL STORM NATER IFIL,ING SYSTEM MIfH FIRFACE ORAI/ IIILET ® QE89lpy� _ _ _ _ _ _ _ _ _ _ PROPOSED PUBLIC UTILITY EASEMENT n_4R49.F,r �RppOSEp p(iENpEp FOOTING Q(FOR IAISAIICE NATER OILY- TRPIE SNACKED). SEE SNFET MD. 4 'Y+.®+'}., 4� CONCRETE FOEMALK WALL 6' NOS AREA DRAIN (SEE DETAIL ON SHEET NO. 4) ,ttrP S4 N DE 14 v .-► �- - PROPOSED SWALE FLOWUWE PROPOSED HANDRAIL 14 t- 4• PIC (SCH. 40) STOW GRAN PPE 0 1X MN. 1•oR,�•7` ; qm /OR RS7ALL 42" HX.TI MORAL (SEE LANDSCAPE ARCHITECTS PLANS FOR GENIIS) ,QP, C43880 � rRO B1 SEPARATECOE®INATKIN RETAINING GARDEN NM1 DCI pRpppgp SPREAD FOOTING AND COLUMN 0' 10' 20' 30' b' E. 6 -JO -47 -j�,- ____ (� STORY OVE78L4NG LINE PIANS AND SPECIFICATIONS (SEPARATE PLAN AMID PERMIT). irommkiiiem"Q Ce IgFR 2006 �J MSA ConsuIN. . Inc. �j C 1• Y _ All Rights RNaerv°d SCALE 1'=10' 1p1c [ Y 7 pQd �4--•O�-a PROPOSED NEnILNt STEEL FENCE OF CAl\F 00. REVISIONS APPROVED DATE MSA ONSUL,Two, vrBENCH MARK PD -3 -IW ELEV. 118.584` PARED UNDER THE 04ECT SUPERVISION OF RCE. NO. DEBNIN BY R{ I JSA CITY OF LA QUINTI CALIFORNIA SHEET REVISED GRADES MOUND CfETCE BUILDING. REVISED LOCATION DAP STAIRS MAIINISFTo, S1YImI ASSOCIATE$. IIQC. LocAT,DN 1" I.P. WRH CO. TAG IN NDN. NE7.L AT THE' SIGNATURE 43880 DRAWN BY CENTRE POINTE - PM 31116 (SDP 2003-793) `� F FROM MAIN ENTRY TO SIDE ENTRY ,MILK ADDED EXT. f'TO. 10 NESE SUE 1°TwNNDm • C1PD. BP KMRBMm ■ LVID SORv87DR, INTERSECTION OF MILES AVENUE AND WASHINGTON STREET DATE JRN OF ELEV. 116.884' TIMOTHIY R ,,DNEEssa[ PE DATE PRECISE GRADING - DESERT VILLAS OF OFFICE BUILDING. REVISED DET. H49N F'OR UTILtIY VNlLTS. REVISED 34200 Boo ADPB DTHv6 • Rwt4aw M,F/LOB - CA 91270 CHECK BY TWOTH WORKSRJOW S , P -F -TR OFFICE BUILDING AND BUILDINGS 17, 18, 19 5 1 (760).-320-M - P,VL (760) 313%893UBLICm. .-c,•n _�...�._...___I - 1__ JAD R.C.E 4EXKVN 12/31/06 • OIMBIw hF A OFFICE ,I.r cru N,B .� TTM,CS . m,..• e...,.. .. cucrrc II I• NOTE PREVENTATIVE MEASURES _ ':•�\`Y'3:;'�t :�.:'•''-..5`�"r \� / / 1 I I - SUCH AS GRASS LINED OR COBBLE _'• S t - ?:'•: : -� / / f� - I i BOTTOM FOR PREVENT E SLOPES OVER M TO PREVENT FROSDN EARTHEN SWALE O NOT TO SCALE .2 ,._. 2 lJVV SIDEWALK VARIES- - - ',:.�. ��'.yr `:-- :>�• Z!; �PL- INSTALL ACO ti j-�~ _ IC �'J; (- PERFORATED -n STEEL GRATES SEW E PUJI _ _ - _ _ - - I I •';4 �•.` STEEL 4'-0' PC.C. ^.' 5l SEE PLAN rSIDEWNUK ,� `1,41 _]I CROSS SECTION l 1 ` • \ I - - O KLA SIK DRAIN CHANNEL DETAI `\ ;;`• '�_ ` °+ ` \ \ I I NOT TO SCALE I I // ::'�•,; _ _ �/ A ` i I ``'; .'_' f _ 12 4 HAKDRAIL PER C.B.C. \ I •+.`%r / / r .I �: '�l LEVEL FIGURE 118-36 \ / '.'^� 5' WIDE � _; \ �K e / / \ - _ .r::_'_:. ..r •. - • MINIMUM : 7;�1�. ".?'! \ 1 // -« I I ; •-]{ _ LANDING 5' WIDE MINIMUM FG PEDESTRIAN ACCESS RAMP PER C.B.C. FIGURE X118 -JB •k' --- -� .4 c,T,�.�`'i^ BLDG. 19 '.. :'i. - HANDRAIL DETAIL O : - - # -• " ; .- NOT TO SCALE , - ;:;;�• ;;. FF -106.20 w I PE -105.7 SCUPPER -TYPE ROOF DRAIN (SEE ARCH'S PIANS FOR DACT ® SCUPPER -TYPE R001- DRAIN -(SEE ARCH'S PLANS FOR DOCT '~+ ._ •� LOCATION. ELEVATION DETAILS LOCATION. ELEVATION. DETAILS FG ,Op.D >- �" `%":. •+ ,04.70 w•;L I I AND SPECIFICATIONS). AND SPECIFICATIONS). - FG 105.70 i -} �';:• FACE OF BUILDING FS +y,, - %,(;i :i A SEE PLAN i I - :;�) FS SEE PUN i�.�•�•(('• �; I I :.'Z. � I h - :•ITT". �-� dy�1i•l~• '._�' // I I - yy I ROOF DRAIN SPLASH PADO NOT TO SCALE '-Y. \\ \=E:a_.: `\ /�\ // eT+ 2' BENCH // I \\ l,. \ �\ jt`•,C \�C /. / .�,� ''� L\ I / \�'\'`SG -'...,_ .. INTERIOR FINISH IXTERIOR PLASTER O/ WIRE III -11— — WALL LAYOUT PLAN NO. 1 ATH AND BUILDING PAPER -1 i=1T1-1 1=1 1=1 I-1Ti=I 1=1 1-1 11=1 I I—I I 2 x BLOCKING FOR I F -III -III -1 I II -1 i( SHEET/AETAL TO BE I� I I I _ • ATTACHED OR I- FF (PER GRADING PUN) SLOPE SCREED PARALLEL -- n IV ]0' 3D• 40' W/ HMDSCAPE -III- Y.J NG PE (PER GRADPLAN) SLOPED RAMP WILL OCCUR AT 6• SIDEWALK CURB DETAIL SCALE 1'=10' C/L OF OR LSARCH SCIS PLANS NOT TO SCALE 8 $ ) INSTALL NOS } WEEP SCREED 26 GA CALV. _ INSTALL NDS FLO-WELL SURFACE _ MIL W/ 3-1/2• HIGH NNUNG DRAIN INLET x �, 4Ory 2R, MN. FLANGE PER C.B.C. 2506.5 _ yg�1a -I I �1F-1 11-1 I I I t :iDIL12' o i' o - ,, _: PROPOSED FINISHED FLOOR 2 w G ELEVATION (SEE PLANS) 12 $Ofl �-jIII��I I IIII-III-III--..II II -=1 _ ww CONDNOUS NON -HARDENING JI1=1I1--1_ _ _ o�O FL PER GRADING PLAN)NNYL CAULK (3) BEADS OR INSrALI NDS I=1 — III_III=1 I LI 11=1 I I-� o v 1' WIDE NON -HARDENING 1 I L=1 I I— I 11- SURFACE 0R41 INSTALL NDS FLO-VfELL -1I - - THICKNESS OF 3. ,,,N V VINYL STR P I I1- i JNLET fL s - SWATHING 22 GA GALV. MTL SHEET I=1 8 I I I -III- I I I O, o sO Z i I I III- CONT. LAP JOINTS 4' AND I I I=I SEAL- PANTED TO NTETO MATCH r==l ,2' rHICK GRAVEL EXTENDED FOOTING DETAIL 1 1 W SCREED DETAIL I1, ......� L=1 I 11=1 11= e . VIII TATS PLAN SECTION ® Gwr+ ' 2005 AREA DRAIN DETA� 13 NDS FLO-WELL DETAIL u; ,„„m (FOR POOL AREA ONLY, NOT TO SCALE 12 REVISIONS APPROVED DATE MSA C:ONSULTM, INC. IR WALL LAYOUT PLAN NO. 2. ADDED DIMENSION MA-MRQ SMiTA & ASSOC4ATM INC MSTRLICTION NOTE N0. a, ADDED STAIR WITH APLANNDID • CIYO. ENoomeam ■ LAND SOBVBYBq 34200 Bom Hom DREYB • RwN®D MUAaa ■ CA 92270 Tamsm a (7601 320.9811 ■ FAx (760) 3237893 PD -3 -IW I ELEV. 116.584' I' I.P. WITH CO. TAG IN MON. WELL AT THE INTERSECTION OF MILES AVENUE AND WASHINGTON STREET ELEV. 116584• 0' IV 20• - JO' 40• I scaE 1'-,0' G' WALL LAYOUT PLAN NO. 2 HANDRAIL PER C.B.C. FIGURE 11 B-35 12' 'IT T- TREAD WIDTH A, m NOTE I •j EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES PER GEC 11 .4.4 WARNING STRIPING AND HANDRAIL EXT. PER C.B.C. FIGURE 11B-35 STAIR WITH HANDRAIL DETAILO NOT TO BCILLE N.T.S. CONSTRLIIM NOTES O CONSTRUCT 0.3' DEEP (MINIMUM) GRADED EARTHEN SHALE PER DEIAIL CONSTRUCT Cmu RETAINING WALL PER ® PLANS AND L A SPECIFICATIONS (SEPARATE PAN ND PERMIT). 5O INSTALL ICO KIASSIK CHANNEL DRAIN PER DETAIL © INSTAL HANDRAIL PER C.B.C. FIGURE 118-36, 118-27 1st SUBSTITUTE MYLAR O INSTALL V K 1.5' ROOF DIM SPLASH PAD QAOFE88/py_ aL CONSTRUCT S' SDEWNX CURB THIS MTLNN S IDENTICAL TO THE Qj MYIAR APPROVED BY THE CITY '. DE (4 a'Fi 1 COISIRUCT WENDED FOOTING ENGINEER REVISIONS NOTED HEREON. N-D!G4r = RISTALLIDG RDW -WELL SIDRII WATER tEACIi/1G SYSTEM WITH SURFACE ORM INLET O I¢Q+ C43880 T m (FDR NU6AID£ WATER QTLY- TRIPIE STACKED) M�p C43880 A E,p. 6-30_07 INSTAL 6' NOS AREA DRAM Exp. 6-30-07 dr C M7ALL 4- PIC (SCH. 4o) STQ61 GRAN PPE O 1>t NN. B qfFIMS TALL 42' HEI HNDFR RNL PC.B.C. FIGURE ilii -36 JULIAN A LIAN DE LA TORRE r7rF A CAE tJULV 43880 DRAWN BY DATE JRN CHECK BY TIMOTHY R. JONASSON, P.E DATE PUBLIC watKs/CRY ET4OMEER JAD R.C.E. 45843 EXPIRES 12/31 O CITY OF LA QUINTA, CALIFORNIA SHE CENTRE POINTE - PM 31116 (SDP 2003-793) 4 PRECISE GRADING - DESERT VILLAS OF DETAILS AND WALL LAYOUT SHEET 5 • HC,TL=I. I f s r C �f t v. . f L Oka t !� PROP. WrR. SERVICE Y (TyP')PROP. SWR./ LATERAL p. `.1..) • � C \,. 4 � r ,.' BLDG. 17 SEE ACCESSIBILITY / ROUTE PUN ON CRY OF UPIAN SET N0. 031 11315 U-1 "MMMMMM n OWNS ELMmom S■►" y ® coPyngm zoos IS Com Nlnq, Ine. All Righfs R_,d REVISIONS APPROVED wTE MSA CoNsuLmm, ING MAINI6R0, SMITH d ASSOCIATE$, INC. PLwNt®m • Cna Eraola9m ■ LAND SD9vBxBm 34200 Bos HOPE Dmw ■ RANom MDLAm III CA 92270 (0 TBLmsom rW) 32MO ■ ]FAx (780) 3237893 L:. 7 SEE ACCESSIBILITY ROUTE. PUN ON CRY OF LA QUINTA. PUN SET NO. 64115 \��1} PROPOSED SEWER APER SEP y SEPARATERATE PUNS -g 1 LEGEND — —W— —W— PROPOSED WATER —S— —S— — PROPOSED SEWER " i kb dft ADA ACCESSIBILITY PATH PROPOSED PARKING SPACES FOR THESE BUILDINGS CURVE DATA NO. I DELTA RADIUS LENGTH TANGENT Cl 74'2432 8.00 7.79 4.55 C2 7756'25' 20.00 23.48 14.78 C3 23.22 59 25.00 10.20 5,17 74 3729 21' 39.50 27.22 14.18- 05 274009 85.00 44.02 22.51 C8 117' 1300 5.00 10.23 8.19 C7 —TO -37 —13 139.50 25.88 12.97 C8 54'1140 139,50 131.95 71.J8 C9 14'4942 890.00 230.34 115.82 LINE DATA No. I BEARING FJJGT t t` : tl R olt r _ 27 40 PROPOSED PARKING, FOR THESE \ SCALE 1*=20' BUILDINGS - - f PROP. WTI. - 1� SERVICES \ PROPOSED WATER METERS PER .. .. SEPARATE PLANS �PWOFE89/qy\ 09 ey C43880 m Exp. 8-30-07 i i �\ OF CAS fOQ/ PD -3 -IW I ELEV. 55.823 "` " �' ".`'""' cs r' BY 1' I.P. WITH CO. TAG IN MON. WELL AT THE 43880 JSA SIGNATURE~ DRAWN BY INTERSECTION OF MILES AVENUE AND WASHINGTON STREET 44 DATE JRN ELEV. 118.584' CHECK BY JA JAD " ITY of LA CUNTA Plan Set No. 05223 CITY OF LA QUINTA, CALIFORNIA SHEET CENTRE POINTE - PM 31116 (SDP 2003-793) 5 PRECISE GRADING - DESERT VILLAS HORIZONTAL CONTROL, ACCE88®ILITY AND UTLITY LAYOUT PLAN A OWWON OF A PORTION OF T"E SOUTH HALF OF SECTION 19 TOWNSHIP 5 SOUTH, RANGE 7 EAST. S.B.M. SHEETS