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MUP 1999-168d"� • City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-7155 • OFFICE USE ONLY Case No. Date Recvd. Fee: 7S Related Apps.: 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. 46 4 4 4 4 4 4 6► 4 & 4 4 4 4 4 4 APPLICANT (Print) MAILING ADDRESS �J, d0 -V Phone No. f> �� 7 CITY, STATE, ZIP: !&M_ � , ON - 9 �Z +C�)0dFax No. �'0 PROPERTY OWNER (If different): (Print) MAILING ADDRESS: Sy+rKe- AS A -130V "'f Phone No. CITY, STATE, ZIP: PROJECT LOCATION: 7,;�,A6T �23 5195= 7 7S 9 Q-) 7r9 U)i 04- /9� a - Fax No. PROPOSED USE AND/OR CONSTRUCTION (Including operational information) S 41-" D 6e, L,c,- 664-- / �' - (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): ' A I ft inor Use Permit SUBMISSION REQUIRE ME • iu Plot Plan, floor plans and elevation plans (as determined by Community Development Department star. Five (5) sets of plans on 8'/2" x I I" sheet or folded down to 8'/z" x 11". Filing fee for NGnor 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 (1L %/-fit-� (Please � bto,oe-U Xot 4�od SIGNATURE OF APPLICANT Cil/ DATE NAME OF PROPERTY OWNER eJCUyj-(,e xs' (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (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. A18\Minor Use Permit dLENTURY HOMES* Century Crowell Communities September 28,1999 Mr. Greg Trousdell Associate Planner 78-495 Calle Tampico La Quinta, CA. 92253 RE: Tract 23995-8 Model Complex Dear Greg: Please note that the attached application is for a Marbella H model complex. I have also included a floor plan for the sales office which will be in the garage of Lot 19, a location diagram of where the trap fence will be, a tract map with the location of the models and off-street parking labeled and a sequence list with the addresses of Lot's 19720 and 22. If you have any questions please feel free to contact me. Thank you for your assistance. Sincerely, Century Crowell Communities` L Marty W. Butler 1535 South "D" Street, Suite 200 • San Bernardino, CA 92408 (909) 381-6007 • FAX (909) 381-0041 M OD LO LD LO CS) 1 I j - \��..,�i\ , /�...� >'_1��r7 �- .-,�•' .yam Oii �, l"lis f —�l•i I `' --�- - R . 1 d •. . -C.. _. _,...-^y.. «. s..��...:...r.r _ •'.._.. { r LJ j 7 '• � iJ• r .�J ��'�;,.���`I` -�V i\ '} Iii l \_� S'�_a- L__-__ r-L _y _}_J___ t �� (Jt � 1 , A 9( � �"•'� f. , i '. \ � ,Q 6aJcd_e_ c_ --k=d ewe s =v= _- -� I + .21 e '),_sv J ,_' V 1 : �: , Iti_ i. -1J M --1 -- ! y j.. y�_ ,St,1v �11i� L.-\---J� r 1•t'�j';J 2BR ' 17 I 1B r 1 19 '((i 20 r- I 4M r 2CR ifs i OR 3CR p 3S31t 1 , 11 26 1 ' r I.. I ' `, ; 2CR 1 3Bn, IL 1 ' �► / 1' 1 t' ' I , 1 I, I 1 1 1 f tom_ j ' ti 94 16 r _ *a- C>� -�/ .l ` ��� SOME=LIRI :.a�_�.��...�c�=• D i t t•f 10 t87 i B , i i- ri 14 1� 13 1 1 I 2C 9 i ZC I1� 5 til 1 3 1 I 2' T ' li� r, 2A ' �`------- — —J 4--- 1't 1 r la rll , AMA= ffrENr ' 1-------------- - - �-- 1 ----------------------- ------------------------ ----------- ----- ..... SG11E: V-40' 1tiWRIJ 3 � b ' DQ, I= a dlr� N D "0 �rawlrreglerr;a AnD •ssoc>ires,nvc. ,W", awry. Ll n.am</ eem. rwwas�ne �t�o wlo�rxe ry Imfmaarwr �+ eea CITY Cr L4 WM/t CAL*; gFM eat, !Tl R +>•ri01lf DVIaI r`L, .rlQr) JM �m M F l )1[r 9tMR UIOw'Ct 610-1# >Rll IDi 71,t Mpf�.1gJQ` R K� 1 Nl f JIIDYi4 uo-rnr rl4 to- Na IIHJnC NofasRartlr tTt uc°:�RIAM 7 (NT w PLAN 1 C9 v. N (9 N Te Ap VO/Lu/Uu 14:4r -"114 410 0400 R aft Its�liIila 1 L-1 .r(r° F Vt Ctt� � GSR MoaEls � �HT� FILE:M2M ACCOUNTING JOB # IN/OFF TRACT VINTAGE HOMES MARBELLA II AT LA QUINTA CITY OF: LA QUINTA, RIVERSIDE COUNTY TRACT # 23995.7, CITY OF LA QUINTA MODEL COMPLEX 2 LOTS ORIG DATE: 5/14/99 09/07/99 REV ADDED TO LOT 19 • De PLAN 2 PLAN 4 1800 SF 2200 SF a 0 A 0 0 B 1 1 c 0 1 1 9 T�IKG PROJ DEV NST PURCH SALES o ACCTG ATR �E_/ 'P.' = REVERSE FROM ARCHITECTS PLANS 365299 365200 is 1 2CR ;� 2 48R = _ is UNIT/ I LOT: PLAN TYPE BUYER ADDRESS 19 2CR 78.950 WAKEFIELD CIRCLE 20 4BR 78.980 WAKEFIELD CIRCLE LAST REV: 07 -Sep -99 is 1 2CR ;� 2 48R = _ =ILE:Mbo A ACCOUNTING JOB " 365299 IN/OFF TRACT # 365200 VINTAGE HOMES MARBELLA 11 AT LA QUINTA NORTE 'ITY OF: LA QUINTA, RIVERSIDE COUNTY TRACT # 23995-7, CITY OF LA QUINTA 'ARKING LOT - BUILD OUT 1 LOTS )RIG DATE: 6/22/99 LAN 2 800 SF 0 MKTG PROJ DEV CO T .5q SAL S IN CE . I Im ACCTG "R" = REVERSE FROM ARCHITECTS PLANS • UNff/ PLAN BUYER LOW TYPE ADDRESS 22 28R 45-575 SUNBROOK LANE LAST REV: 08 -Jul -99 ./.M .......... i o. -, I I -,/') I PURCH VA/DRE VO/ lav/ Ve 14*41 ()(14 411) 04DO VVI Irvine, California 92614 'Tele: (949) 261-2541 Fax: (949) 476-8456 TRANSMITTAL To: rAx cc: From: tlp Date: Re: We are sending you N Attached _Under separate cover Sent Via: FAX C.pies Date Description g/--) P/9 4ra�1 gew ziv��d 6/ 9/X -pie cuCl �e ,� 0 IMA Design Group, Inc. 2500 Michelson Drive Suite 125 Irvine, California 92612 T: 949.261.2541 F: 949.476.8456 E: imadesi n a earthlink net mw - From: Total Pages: including this page) Date: �/�--f_%ei/7-22- /A • Fax: TRANSMITTAL (3 / seTs L3 � 5e7T /oz. ��A�5�7 00000�� C -N �7� -WIA-i 0 T4 4 44'�& e" y.F ems' P.O. Box 1504 78-495 CALLE TAMPICO LA- QUINTA, CALIFORNIA 92253 October 13, 1999 Mrs. Marty Butler, Project Manager Century Crowell Communities 1535 South "D" Street, Suite 200 San Bernardino, California 92408 SUBJECT: MINOR USE PERMIT 99-168 Dear Mrs. Butler: (7 60) 777-7000 (TDD) (760) 777-1227 The Community Development Department hereby approves your request to establish a model home sales facility on Lots 19 and 20 of Tract 23995-7 pursuant to Section 9.60.250 of the Municipal Code, subject to the following conditions: Before the landscape and irrigation plan for the model homes can be approved by this Department, please obtain written approval from the Coachella Valley Water District ensuring water conservation measures and plant materials are acceptable for this climate. 2. Obtain a building permit to construct garage sales office and design center improvements on Lot 19. Prior to obtaining a building permit, post with the Community Development Department a Certificate of Deposit in the amount of $1,000.00 to insure removal of the sales facility improvements upon completion of their use. The Certificate shall name the City as having a controlling interest over the release of the funds, and the Certificate shall be automatically renewed at six-month intervals unless released in writing by this Department. Funds deposited will be released to you when all sales office and design center improvements have been removed. Obtain a building permit(s) to construct recreational amenities and perimeter walls for the under construction model houses. 4. Mounted on the exterior of the sales office front door 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). 5. The designated parking areas shall be constructed before the model home complex is used for sales purposes (i.e., Lot 22). MUP99-168 - 37gt MW 1 6. A sign permit is required for any on-site advertising. 0 7. Install one 2A1 OBC fire extinguisher inside the front exit door of the sales office. 8. The City may elect to add Conditions to this application request to mitigate any problems . that arise not previously addressed herein. The model home sales complex shall be removed by April 13, 2000, unless the Community Development Director grants an extension. This decision may be appealed to the Planning Commission provided the necessary paperwork and filing fee of $175.00 are filed with this office within 15 days. If you have any questions, please contact me at 760-777-7067. Sincerely, GT. Attachments YELOPMENT DIRECTOR ,L c: Community Development Director Building and Safety Director Public Works Director Code Compliance Department Fire Department Greg Butler, Counter Technician (B & S) MUP99-168 - 37gt NON-NEGOTIABLE •NOT TRANSFERRABLE �KAI BANK OF CALIFORNIA MEMBER FDIC CERTIFI(,z TE OF DEPOSIT MULTIPLE SINGLE El MATURITY ❑ MATURITY idJ Vel.ilbe / ^ 2000 02'3 -086690 MATURITY DATE Branch ltlhitCt P-i&L-r0 BRANCH ont.a l0 CALIFORNIA ACIVeWbel: ti. 1999 THIS CERTIFIES THAT ' -:51E i )moi i��>/ ) I (�.-' -.'-----.. '- --. -': ' HAS/HAVE DEPOSITED IN TOKAI BANK OF CALIFORNIA AY •••00 ONLY CTSCT_. DOLLARS ! ODU . 00 PAYABLE TO :- - `Cit G ---- ^'-' '-- - ' - - -'- QLi1t,�i. UPON SURRENDER OF THIS CERTIFICATE, PROPERLY ENDORSED, AT THE ISSUING BRANCH. This certificate is issued for a period of 1 If multiple maturity it will automatically renew for a similar period of time at the then current interest rates, unless presented for redemption within 10 days after the maturity date. If single maturity, no interest will be paid after the maturity date. The Bank reserves the right to redeem this certificate during any renewal period upon 14 days prior written notice. The interest rate on this certificate is 2.00 % per annum, based on a 33� day year. INTEREST IS: ❑ SIMPLE 91 COMPOUNDED DAILY ❑ COMPOUNDED QUARTERLY PAY INTEREST: ❑ EVERY DAYS ❑ EVERY MONTHS ® AT MATURITY ❑ HOLD AS COLLATERAL ❑ HOLD IN SAFEKEEPING -- SIGNATURE OF PURCHASER SIGNATURE OF PURCHASER BY: ❑ REINVEST (CAPITALIZE) AT MATURITY ❑ CHECK TO DEPOSITOR(S) 0 CREDIT CHECKING ACCOUNT 001•_5_ ❑ CREDIT SAVINGS ACCOUNT ❑ ADDITIONAL INSTRUCTIONS AUTHORI ED SIGNATURE I/WE UNDERSTAND THERE MAY BE A SUBSTANTIAL PENALTY FOR EARLY WITHDRAWAL PLEASE READ AND UNDERSTAND THE FOLLOWING RULES ON TIME CERTIFICATES OF DEPOSIT AS A TIME CERTIFICATE DEPOSITOR, YOU HAVE AGREED TO KEEP YOUR FUNDS ON DEPOSIT FOR AT LEAST THE PERIOD OF TIME STATED ON THE TIME CERTIFICATE OF DEPOSIT. IN THE EVENT A CERTIFICATE IS REDEEMED PRIOR TO ITS MATURITY DATE (i.e., BEFORE THE PERIOD OF TIME STATED ON THE CERTIFICATE AS THE TERM OF DEPOSIT HAS ELAPSED) AN EARLY WITHDRAWAL PENALTY SHALL BE ASSESSED AT THE NOMINAL (SIMPLE INTEREST) RATE. THESE PENALTIES DO NOT APPLY FOR WITHDRAWALS FOLLOWING THE DEATH OF ANY DEPOSITOR OR THE DECLARATION OF INCOMPETENCY OF ANY DEPOSITOR BY A COURT. IF THE CERTIFICATE HAS AN ORIGINAL MATURITY OF UP TO ONE YEAR, THE EARLY WITHDRAWAL PENALTY WILL BE THE LOSS OF THE EQUIVALENT OF 31 DAYS INTEREST, WHETHER OR NOT THE INTEREST IS EARNED ON THE AMOUNT WITHDRAWN, IF THE CERTIFICATE HAS AN ORIGINAL MATURITY OF OVER ONE YEAR, THE EARLY WITHDRAWAL PENALTY WILL BE THE LOSS OF THE EQUIVALENT OF THREE MONTHS INTEREST, WHETHER OR NOT THE INTEREST IS EARNED, ON THE AMOUNT WITHDRAWN, FOR 7-31 DAY CERTIFICATES, THE EARLY WITHDRAWAL PENALTY WILL BE THE LOSS OF AN AMOUNT EQUAL TO THE GREATER OF (A) ALL INTEREST EARNED ON THE AMOUNT WITHDRAWN FROM THE MOST RECENT DATE OF DEPOSIT OR DATE OF RENEWAL OR (B) SEVEN (7) DAYS INTEREST. SIGNATURE OF PURCHASER DATE SIGNATURE OF PURCHASER DATE D E(0 Novi -C 1999 JD CITY OF LAQUINTA PLANNING DEPARTMENT FEB- 5-01 KION 23:05 R I CUTLER FAX NO. 176 06801 P. 02 Memo To: GREG TROUSDALF, CITY OF LA QUINTA From: MARTY BUTLER, CENTURY CROWELL COMMUNITIES CC: Date; FEBRUARY 6,2001 Re: MUD'S 168 AND 122 Greg, I would like to request an extension on our Minor Use Permi s #168 and 122 respectively. We would need another 12 months to complete our safes effort at Aliso I and II which is #122 and an additional 4 to 6 months for all move -in activity to be complete at #168. Thank you for your assistance, it is greatly appreciated. Marty Butler Approved bv: !3 Reso # ❑ Planning Commission _.._... ---- ❑ City Council -----r C�3-eommt it Dev. Dept. J-�--- ---� Initials'-�f Case No. - -- ^- Exhibit WithConditions ._....._ ..,-.----- • Page t 02-06-01 12:00 RECEIVED FR0M:17603606801 P•02 ' Tit'T 04t 44ui�cJa r1le COPY P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 January 31, 2000 Mrs. Marty Butler Century -Crowell Communities 1535 South "D" Street, Suite 200 San Bernardino, California 92408 (760) 777-7000 (TDD) (760) 777-1227 SUBJECT: MINOR USE PERMIT 99-168, SIENA DEL REY (MODELS) Dear Mrs. Butler: The Community Development Department hereby approves your request to establish a model home sales facility and guest parking lot for Tract 23995-7 pursuant to Section 9.60.250 of the Municipal Code, subject to the following conditions: Before the landscape and irrigation plan for the model homes can be approved by this Department, please obtain written approval from the Agricultural Commissioner and Coachella Valley Water District ensuring water conservation measures and plant materials are acceptable for this climate. 2. Obtain a building permit to construct garage sales office and design center improvements. Prior to obtaining a building permit, post with the Community Development Department a Certificate of Deposit (or bond) in the amount of $1,000.00 per garage conversion to insure removal of the sales facility improvements upon completion of their use. The Certificate shall name the City as having a controlling interest over the release of the funds, and the Certificate shall be automatically renewed at six-month intervals unless released in writing by this Department. Funds deposited will be released to you when all sales office and design center improvements have been removed. 3. Obtain a building permit(s) to construct patio covers, recreational amenities and perimeter walls for the model houses. Perimeter walls shall match the design parameters of the approved Precise Plot Plan/Grading Plan for this project on file with the City. 4. Mounted on the exterior of the sales office front door 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). MUP99-122 - 38gt No, The designated parking areas shall be constructed before the model home complex is used for sales purposes. 6. Provide concrete wheel stops for the parking spaces adjacent to Coldbrook Lane. Parking spaces shall be a minimum size of 9' wide by 18' long. The parking lot shall not encroach into the City's right-of-way without approval by the Public Works Department. 7. A sign permit is required for any on-site advertising. Specify tree caliper sizes on Sheets L-3 and L-4. 9. Provide 5 gallon shrubs in front of each housing unit. One gallon shrubs can be used for back yard areas only. 10. Wood pedestrian gates are not allowed (i.e., Note 15). 11. Install one 2AIOBC fire extinguisher inside the front exit door of the sales office. 12. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. Please make the required corrections and submit three sets of the final plan to this Department for approval (2 copies will be returned). The model home sales complex shall be removed by January 26, 2001, unless an extension is granted by the Community Development Director. This decision may be appealed to the Planning Commission provided the necessary paperwork and filing fee of $175.00 are filed with this office within 15 days. If you have any questions, please contact me at 760-777-7067. Sincerely, Associ DEVELOPMENT DIRECTOR ELL IMA Design Group Inc. Community Development Director Building and Safety Director Public Works Director Code Compliance Department Fire Department Greg Butler, Counter Technician (B & S) MUP99-122 38gt n • ��d °����w 00, P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 April 1 1 , 2000 Mrs. Marty Butler, Project Manager Century -Crowell Communities 1535 South "D" Street, S-200 San Bernardino, California 92408 SUBJECT: MUP 99-168 Dear Mrs. Butler: (760) 777-7000 (TDD) (760) 777-1227 The Community Development Department approves a six month time extension for your model home sales facility on Wakefield Circle in Tract 23995-7, subject to the original Conditions of Approval. If you have any questions, please contact me at (760) 777-7067. Sincerely, JRY ERMAN MI ONITY DEVELOPMENT DIRECTOR TRpUSDELL e Planner enc. c: Community Development Director Public Works Department Fire Marshal Building and Safety Director Greg Butler, Building & Safety Department Itr MUP 168 Ext - 40 Won fPt A. Design Group Inc. PlanningeUrban Design*Lan'dscape Architecture 17992 Mitchell South, Irvine, Ca. TEL: 949.261.2541 92614 FAX:949.476.8456 CEN SIENA DEL RAY MARBELLA MODELS TRACT4 23995-7 LA QUINTA, CALIFORNIA TURP 1 535 SOUTH "D" STREET PREPARED FOR HO -MES SAN BERNARDINO., CALIFORNIA COMMUNI'T.'IIES t 1 ( 92408 (909) -381-:6007 LOCATION.MAP. i _ a:. Il s.ri� - r P � ♦^4 � . w �: ;Fula '� ♦ t `•' BERjQ6X'8, DANE-) r �, rS • ♦ � Mwtl h VICINITY, MAP: RMNS e f `L q BY: �Lz.UZd:_ c� � . RIVERSIDE COUNTY AG CULTURAL COMMISSIONER DATE: Tliese plans hart been reviewed by the Coachella Valley Water District in Accordance with Water Code Title 7, Division I, Chapter 3, Article 10.8 Section 65597 ct. scq. Requiring efficient landscape and irrigation design ' Oil with the local governing agency (City of County) /� Date: W r t Specialist -- S rvice Director SHEET INDEX: 7 , N x , T-1 TITLE SHEET r + $ L-1 LANDSCAPE LAYOUT PQIII L-2 w ,LANDSCAPE LAYOUT OL/lN; 3L-3 PLANTING PLAN L-4 PLANTING PLAN ,. L -5F IRRIGATION=PLAN L-6 IRRIGAtl KLAN -t . 141! L-7 IRRIGATION Bz PLANTING DETAILS .- LANDSCAPING L-8 IRRIGATION $� PLANTING DETAILS APPROVED L=9 GENERAL NOTES;.&`SPCIFICATI ONS CASE No. �"� `��_rd DATE J. , L 7198 ` ' a _ _�� _ _ _ ,.ko., /.err ' •,-..z't(• J —p 2 / 4 PA o a PA -� R/W z �\ PACD PA TYP.. 5' CL WAKEFIELD C;IE ULE �14� PARKING LOT STRIPPING Cn 8" SMOOTH TROWEL CONCRETE Y w BANDING F15 ;WROUGHT IRON GATE BY OTHERS �8�l TRAP FENCE BY OTHERS �16] � z �9 CONCRETE -SIDEWALK. BY OTHERS; { Z cm co 11 CWU PRODUCTION WALL E3( OTHERS �C�wl= oWwccnl 18] Tl� CONCRETE PATIO BY OTHERS UN¢o ASPHALT PARKING LOT BY OTHERS J� Jo�� 19 CONCRETE A/C PAD BY w ~ Z w :7, X9 K,_pWgop Rvp�WHZ-p_ BY OTHERS '20 CONCRETE POOL EQUIPMENT 4�g (Dorn „ 3 THICK DECOMPOSE GRANITE BY OTHERS Wo (>U)Wrn PA PLANTING AREA m orf z m ~ °d W � U J —p 2 / 4 PA o a PA -� R/W z �\ PACD PA TYP.. 5' CL WAKEFIELD C;IE ULE �14� PARKING LOT STRIPPING BY OTHERS 8" SMOOTH TROWEL CONCRETE Y BANDING F15 ;WROUGHT IRON GATE BY OTHERS �8�l TRAP FENCE BY OTHERS �16] 5' X 5' NIfJOl11 -SCORE LINE �9 CONCRETE -SIDEWALK. BY OTHERS; al < 11 CWU PRODUCTION WALL E3( OTHERS r 18] Tl� CONCRETE PATIO BY OTHERS L1 ASPHALT PARKING LOT BY OTHERS 19 CONCRETE A/C PAD BY OTHEgS 12 :7, X9 K,_pWgop Rvp�WHZ-p_ BY OTHERS '20 CONCRETE POOL EQUIPMENT PAD �13 „ 3 THICK DECOMPOSE GRANITE BY OTHERS PA PLANTING AREA CONSTRUCTION LEGEND F11 SCORE LINE �2 2" X 4" REDWOOD HEADER 3 i OVERn"&-kO PATIO STRUCTURE L4 J CONCRETE PRODUCTION DRIVEWAY BY OTHERS MEDIUM BROOM FINISH 5 j CONCRETE WALK MEDIUM ROCK SALT FINISH L6� SWIMMING POOL & SPA- CONTRACTOR TO SUBMIT AND PROVIDE SHOP DRAWINGS FOR OWNER APPROVAL 0 4 8 16 SCALE: 1 "=8'-0" 0 SHEET. ♦s 3 of.. SHEETS k•: 6 0 Y 0 SHEET. ♦s 3 of.. SHEETS k•: 6 0 (14 PARKING LOT STRIPPING BY OTHERS [151 We-W4FVT 1? -v GATE BY OTHERS r16 5' X 5' MOPJLk*� SCORE LINE [17] 42" TEMPERARY WOOD FENCE BY OTHERS 18 CONCRETE PATIO BY OTHERS CA CONCRETE A/C PAD BY OTHERS L201 CONCRETE POOL EQUIPMENT PAD BY OTHERS PA PLANTING AREA (� 8" SMOOTH TROWEL CONCRETE BANDING 88] TRAP FENCE BY OTHERS [91 CONCRETE WALK BY OTHERS I10l CMU PRODUCTION WALL BY OTHERS llj ASPHALT PARKING LOT BY OTHERS 11 1- 1:2] BY OTHERS 13 " THICK DECOMPOSE GRANITE CPT-=se4=T 'eraw:>) CONSTRUCTION LEGEND '] SCORE LINE C1 2" X 4" REDWOOD HEADER LJJ OVERHEAD PATIO STRUCTURE i 4 CONCRETE PRODUCTION DRIVEWAY BY OTHERS MEDIUM BROOM FINISH CONCRETE WALK MEDIUM ROCK SALT FINISH p SWIMMING POOL & SPA— CONTRACTOR TQ SUBMIT AND PROVIDE SHOP DRAWINGS FOR OWNER APPROVAL 4 q F.m m A'aoiQ °��Lp lo.�gcnm0m 'Li A ^ti " Vr � it 4J q Co � CD uw°oirn U1 topp U W U g N k Q m .. 07 Y 'dgrn�hG�, r 0 00J \ 00 SHEET: L-2 e OR tp SHEETS f V) w f= oo � i -N w �wi1N cr O) ck� t U U N Q O w F— Z uJ -Z F - Q M \C1 J Wo V) O U Lo LLI M . w m z w U r 0 00J \ 00 SHEET: L-2 e OR tp SHEETS f IN AT T E P N 1 D 4 f �a s V ki' D1C ED ON TLIC_ SHAL BE ID LENIZE HYBRID BERMUDA: )N RATE OF 8 BUSHELS/ 1000 SQUARE FEET SHALL BE INSTALLED AT THE RATES INDICATED 4PLOYING A MECHANICAL/HYDROSEED APPLICATION S W/ KELLOGG'S 'AMEND' OR APPROVED EQUAL )LONS HAVE BEEN APPLIED TO THE DESIGNATED LONS AVAILABLE THROUGH: WEST COAST TURF P.O. BOX 4563 PALM DESERT, CA 92261 1(800)447-1840 IG OCCURS LATER THAN OCTOBER 15TH AND PRIOR 1ST, OVER SEED WITH ANNUAL RYEGRASS SEED AS BELOW. WEEKS AFTER STOLONS HAVE BEEN APPLIED, D WITH 'ANNUAL' RYEGRASS SEED AT A RATE OF 000 SQ. FT. WAKEFIELD CIRCLE PLANT MATERIAL LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS TREES `T! Np r3eu� LANTANA CAMARA CERCIDIUM FLORIDUM BLUE PALO VERDE 24" BOX 3 TRAIN TO WALL 5 GAL,. 7 ® LEUCOPHYLLUM FRUTESCENS 'GREEN CHILOPSIS LINEARIS DESERT WILLOW 24" BOX 2 TRAIN TO WALL CLOUD' GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. 2 L1 NANDINA DOMESTICA LAGERSTROEM/A I V54A' CRAPE MYRTLE 15 GAL. 7 Z: Lu W o TRIANGULAR SPACING OLEA EUROPEA FRUITLESS FRUITLESS OLIVE 15 GAL. 2 e PENNISETUM SETACUM CUPREUM RHUS LANCEA AFRICAN SUMAC 15 GAL. 2 ; I SHRUBS NEW ZEALAND FLAX ASPARAGUS DENSIFLORUS SPRENGER ASPARAGUS 1 GAL" 31 5 WHEELER'S DWARF 'SPRENGERI' I2'- S 'GAL. 18 TRIANGULAR SPACING NEMOPHYLLA BUSHY SENNA 'CACASSIA 1 G- AL. 5 'arAL. 3 5 �� lcv -� 1 C, v wbs /L( ,YI— LA .3 SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS VINES LANTANA CAMARA BUSH LANTANA 1v GAL, '7 - TRAIN TO WALL 5 GAL,. 7 ® LEUCOPHYLLUM FRUTESCENS 'GREEN TEXAS RANGER 1 GAL, 3 _ TRAIN TO WALL CLOUD' 5 GAL. 14 PER FLAT O p NANDINA DOMESTICA HEAVENLY BAMBOO 15 ���: O Z: Lu W o TRIANGULAR SPACING Ln �oaZ'o cr U in LWLJI V) PURPLE TRA/LING r L000 e PENNISETUM SETACUM CUPREUM PURPLE FOUNTAIN GRASS 1 ; ��, 5 - AS REQ. PHORMIUM TENAX NEW ZEALAND FLAX 1 GAL. � 5 GAS.. 30' - 0 PIITOSPORUM TOBIRA WHEELER'S DWARF t. + ' I2'- - TRIANGULAR SPACING TIFF GREEN BERMUDA BERMUDA SOD AS REQ. RHAPHIOLEPIS INDICA 'PINK INDIA HAWTHORN DECOMPOSE GRANITE - AS REQ. LADY' � SAL KA GREGGII RED SALVIA l r7 — 00 1 C2 , !� SHEM SANTOLINA CHAMAECYPARLSSUS LAVANDA COTTON 1 _ 4v -2_,s 6_n� a Co2� �2 � ai SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS VINES MACFADYENA UNGUIS—CATI CAT'S CLAW VINE 5 GAL 4 TRAIN TO WALL n BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA 5 GAL. °� TRAIN TO WALL GROUNDCOVER AIVN&Xc5 iiV BLOOM — PER FLAT AS REQ. PLAINT 0 6" 0. C. 3�'- i:_,:: 0,0) O Z: Lu W o TRIANGULAR SPACING Ln �oaZ'o cr U in LWLJI V) PURPLE TRA/LING r L000 PLANT 0 30" Q.C. LANTANA MONTEVIDENSIS LANTANA PER FLAT AS REQ. TRIANGULAR SPACING + + + DENOTHERA BERL 4NDIERI MEXICAN EVENING PRIMROSE PER FLAT AS REQ. PLANT 0 36" O.C. w m C- TRIANGULAR SPACING TIFF GREEN BERMUDA BERMUDA SOD AS REQ. - ." DECOMPOSE GRANITE - - AS REQ. - SCHED UL E.- & :& SAUCERS SHALL BE MANUFACTURED -RAMICS. ALL POTS =CIFIED AS DRILLED PLANTERS. ETER DISH— FLOWER BOWL, FB -24 T.• 507 ESCHSCHOLZIA CALIFORN/CA/ CALIFORNIA POPPY EG/A SP./ COLUMBINE -TER POT— AZALEA, AZ -14 5 GALLON SIZE A PULCHERRIMA RED BIRD OF PARADISE T.• SA/LEYA MULTIRADIATA/ DESERT MARIGOLD ETER POT— CANCUN, CN -24 5 GALLON SIZE GG111RED SAL VIA IT: BAILEYA MULT/RAD/ATAI DESERT MARIGOLD MIX SHALL CONSIST OF. - 7 SAND 7 MINERALIZED NITROLIZED FIR BARK Z PEAT MOSS NOTE., „�L ,,,VNUAL COLOR SHALL BE REPLACED AS THE SEASON REQUIRES. REPLACEMENT SHALL , BE CONSISTENT WITH EXPOSURES. SIZES & QUANTITIES. POTTERY AVAILABLE THROUGH: GAINEY CERAMICS 1200 ARROW HIGHWAY tA. VERNE, CALIFORNIA 91750-529J .x(7.1.4) 593-3533 �. ra 0 4 8 16 SCALE: 1 8i_Q,a THESE PLANS :HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10:8, SECTION 65597 ET SEQ. - REQUIRING EFFICIENT. LANDSCAPE & RRIGATION DESIGN. IN - COOPERATION WITH THE:L EIGNCY(CITY OORqq C��ODUNTY)DATE:�BY: T M NALIST BY: S RVIC IRECTOR - U d ou :� 0 -1 c5 �� wcV C� UW WQi co m 0 ... a w m cJ pp Q q m 0 a (U m ■o 1 0 u w z n o�� Of C� 0 w�z aha LJ Z ,_ 3�'- i:_,:: 0,0) O Z: Lu W o Ln �oaZ'o cr U in LWLJI V) r L000 z w �- m z Q w m C- ■o 1 0 4"719-9 1 C� z z IZ � 0 N r7 X11 00 SHEM L-3 OR 10 SHEETS 4"719-9 1 PLANT MATERIAL LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS TREES 101 CERCIDIUM FLORIDUM 1 BLUE PALO VERDE 24" BOX 0 (� LEUCOPHYLLUM FRUTESCENS 'GREEN CHILOPSIS LINEARIS DESERT WILLOW 24" BOX 0 �/ CLOUD' GEIJERA PARKFLORA AUSTRALIAN WILLOW 15 GAL. 0 Q NANDINA DOMESTICA LAGERSTROEM/A INDICA CRAPE MYRTLE 15 GAL. 7 ' PENNISETUM SETACUM CUPREUM OLEA EUROPEA "FRUITLESS" FRUITLESS OLIVE 15 GAL. 0 ® PHORMIUM TENAX RHUS LANCEA AFRICAN SUMAC 15 GAL. 0 Q SHRUBS WHEELER'S DWARF ASPARAGUSDENSIFLORUS SPRENGERI' SPRENGER ASPARAGUS 1- GAL. 0 RHAPHIOLEPIS INDICA 'PINK INDIA HAWTHORN CASSIA NEMOPHYLLA BUSHY SENNA ( GAL: 0. LADY' SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS VINES LANTANA CAMARA BUSH LANTANA I GAL. 0 - (� LEUCOPHYLLUM FRUTESCENS 'GREEN TEXAS RANGER 5 GAL. 0' - �/ CLOUD' 'SAN DIEGO RED' J � � p 0 c Q NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. 7 - PENNISETUM SETACUM CUPREUM PURPLE FOUNTAIN GRASS 1 GAL 0 - ® PHORMIUM TENAX NEW ZEALAND FLAX 7 GAL Q,a - Q PITTOSPORUM TOBIRA WHEELER'S DWARF ( GAL. Q - RHAPHIOLEPIS INDICA 'PINK INDIA HAWTHORN (GAL. 23 - AS REO. LADY' + w SALVIA GREGGII RED SALVIA I GAL .7 - AS REQ. SANTOLINA CHAMAECYPARISSUS LAVANDA COTTON J GAL. 6 - SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS VINES MACFADYENA UNGUIS-CATI CAT'S CLAW VINE 5 GAL. I TRAIN TO WALL >-C-4 BOUGAINVILLEA BOUGAINVILLEA 5 GAL. I TRAIN TO WALL 'SAN DIEGO RED' J � � p 0 c GROUNDCOVER LLJ z .- co 0 Q PLANT ® 6" O.C.TRIANGULAR ANNUALS IN BLOOM - PER FLAT AS REQ. SPACING cm U�w LANTANA MONTEI/IDENSIS PURPLE TRAILING PER FIAT AS REQ. PLANT 0 30" O.C. LANTAN4 Z TRIANGULAR SPACING +PER OENOTHER4 BERCANDIERI MEXICAN EVENING PRIMROSE FLAT AS REO. PLANT 0 36" O.C. + w TRIANGULAR SPACING v TIFF GREEN BERMUDA BERMUDA SOD AS REQ. - DECOMPOSE GRANITE - - AS REO. - Z rn �WN z >-C-4 O0rn W �U ,�NQO J � � p 0 c ALJ Z cy LLJ z .- co 0 Q Lu N W_o cm U�w (n y m Z W m F - Z w v aha a z n CD Z aha d 0 4 8 16 SCALE: 1.,i8._0„ 0 \ 2 I w arm roN THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY SHEET? WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, .CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE & IRRIGATION DESIGN IN COOPERATION WITH L ERNING AGENCY (CITY OR COUNTY .� DATE: L . ATE MA G NT SPECIALIST BY: - SEVICE DIRECTOR - . OF: {Q SHEETS NATER USE (AVG: PLAN 2CR) I X .58 X 2235 X .62/748/.75= X .62 X 2517 X .62/748/.75= i X .58 X 2235 X .62/748/.75= X .54 X 2517 X .62/748/.75= TER X .58 X 2235 X .62/748/.75= X .59 X 2517 X .62/748/:75= YEARLY WATER USE TOTAL - %TER ALLOWANCE: X .8 X 4752 X .62/748= HLi)=K IUULIAIL #0, D11LLI L-/ WAKEFIELD CIRCLE FOR MAI" LINE G°"NEGTI°" TO WATER METER TO WATER METER V"„MVV IRRIGATION LEGEND YMBOL MANUFACTURER MODEL -NUMBER DESCRIPTION PSI GPM RADI S REMARKS SYMBOL MANUFACTURER MODEL -NUMBER DESCRIPTION PSI GPM RADIUS 30.00 0 RAIN BIRD 1804 -SAM -PRS -5F -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.41 5' W/ PC SCREEN ❑ RAIN BIRD 1402 STREAM BUBBLER NOZZLES 30 .50 2' TRAIN BIRD 1804 -SAM -PRS -5H -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.20 5' W/ PC SCREEN >_ L0 i C)�f,C T RAIN BIRD 1804 -SAM -PRS -5T -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.13 5' W/ PC SCREEN RAIN BIRD 100-ASVF, 1' REMOTE CONTROL VALVE V\ T RAIN BIRD 1804 -SAM -PRS -5Q -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.10 5' W/ PC SCREEN D © RAIN BIRD ESP-8MC 8 STATION CONTROLLER • RAIN BIRD 1804 -SAM -PRS -10F -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 1.58 10' W/ PC SCREEN ' U RAIN BIRD 1804 -SAM -PRS -10H -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.79 10' W/ PC SCREEN H N18CO OR EQUAL GATE VALVE - LINE SIZE ., R�:N 3tRD PL'4-Sa,4i-=RS-tOi-A.7 aI PCP V :-+ i:. ^C SC S -:z.= _, 2VI,K� = id/� . BEEN 3 0 0..53 PO' / _ 'h• FIC S.?<=cti PAialrllc PESSTdC LATERAL LNE Cllls' 2'9 ^/C (NON PRESSURE) V� RAIN BIRD 1804 -SAM -PRS -10Q -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.39 10' W/ PC SCREEN PACIFIC PLASTIC MAIN LINE CLASS 40 PVC , 3/4 & 1-1/4' b (PRESSURE) O RAIN BIRD 1806 -SAM -PRS -5F -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.41 5' W/ PC SCREEN PACIFIC PLASTIC SCHEDULE 40 PVC LATERAL SLEEVE T T RAIN BIRD 1806 -SAM -PRS -5H -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.20 5' W/ PC SCREEN (DOUBLE SIZE OF LATERAL) RAIN BIRD 1806 -SAM -PRS -5T -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0,13 5' W/ PC SCREEN PACIFIC PLASTIC SCHEDULE 40 PVC SLEEVE (MAIN) ( T RAIN BIRD 1806 -SAM -PRS -5Q -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.10 5' W/ PC SCREEN ® 3/4" WATER METER V RAIN BIRD 1806-SAM-PRS-IOH-FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.79 10' W/ PC SCREEN V` RAIN BIRD 1806- SAM -PRS-I OT -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN - 30 0.53 10' W/ PC SCREEN QRAIN BIRD 1806- SAM -PRS-IOQ-FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.39 10' W/ PC SCREEN ■ RAIN BIRD 1804-5F-8 SAM STREAM BU88LER NOZZLES W/PC SCREEN 30 1.50 5' W/ PC SCREEN SUMMER SHRUB 53.70 X .58 X 2200 X .62/748/.75= TURF 53.70 X .54 X 1802 X .62/748/.75= FALL/WINTER SHRUB 15.30 X ,58 X 2200 X .62/748/.75= TURF 15.30 X ,59 X 1802 X .62/748/.75= YEARLY WATER USE TOTAL - MAXIMUM WATER ALLOWANCE: 88.00 X .8 X 4002 X .62/748= 23.05 27.22 32.76 76.92 80.65 21.92 25.11 264.58 HUNDRED CUBIC FEET 277.29 HUNDRED CUBIC FEET PRESSURE CALCULATIONS (PRODUCT 4 VALVE #2; 24 GPM DEMAND 3/4" WATER METER 9.5 1-1/2" MAIN LINE PIPING 1.15 BALL VALVE LOSS 0.5 1" ELECTRIC CONTROL VALVE LOSS 8.0 LATERAL LINE LOSS 1.54 LOSS THRU FITTINGS 0.38 LOSSES 21.07 OPERATING PRESSURE 30.00 TOTAL LOSSES 51.07 STATIC PRESSURE 80.00 RESIDUAL PRESSURE PRESSURE CALCULATIONS (PRODUCT 2) VALVE #.A; 24 GPM DEMAND 3/4" WATER METER 1-1/2" MAIN LINE PIPING BALL VALVE LOSS 1" ELECTRIC CONTROL VALVE LOSS LATERAL LINE ,LOSS LOSS THRU FITTINGS 28.93 PSI 9.5 1.28 0.5 8.0 1.64 0.41 LOSSES 21.33 OPERATING PRESSURE 30.00 TOTAL LOSSES 51.33 STATIC PRESSURE 80.00 RESIDUA- PRESSURE 28.67 PSI NOT S: ALL TURF SPRAY SPRINKLER SHALL BE INSTALLED FOR HEAD TO HEAD COVERAGE S.I. DM INSTALL SPRAY HEAD 18" AWAY FROM CURB IN GATION DETAILS SHRUB AREAS, 3" FROM WALK IN TURF AREAS, AND 18" GATION SPECFICATIONS FROV WINDOWS & STREET CURBS. REQUIREMENTS: APE ARCHITECT MUST BE NOTIFIED A MINIMUM OF 72 HOURS PRIOR TO ED INSPECTION(S). CALL (949)261-2541 FOR AN APPOINTMENT. ISPECIONS INCLUDE: ON SYSTEM(S) AND COVERAGE TESTS. %NCE TO APPORVED LANDSCAPE PLANS ALONG WITH CERTIFICATION. G (INCLUDING STREET TREES & SLOPES). ECTAL CONDITIONS OF APPORVAL ATTACHED TO THE PROJECT. APE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA, A MINIMUM OF DRIOR TO REQUEST FOR F NAL INSPECTION. ONNECTION NOTES ALL POINT OF CONNECTIONS FOR THE TYPICAL FRONT YARDS SHALL BE LOCATED PRIOR TO THE DWELLING ENTRY (® THE HOSE 8188.) THE LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE LANDSCAPE CONTRACTOR SHALL LOCATE ALL VALVES 1N THE PLANTER AREA & SCREEN FROM VIEW W/ SHRUB PLANTING. REMOTE CONTROL VALVE MUST BE 16" HIGHER THAN THE HIGHEST SPRINKLER HEAD. THE LANDSCAPE CONTRACTOR SHALL INSTALL ONE (1) LINE SIZE BALL VALVE AT EACH POINT OF CONNECTION. 18.68 235.67 HUNDRED CUBIC FEET 246.50 'HUNDRED CUBIC FEET 0 4 8 16 SCALE: 1 "=8'-0" THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEC. REQUIRING EFFICIENT LANDSCAPE & IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOING, AG Y (CITY OR COUNTY) c X'`'!�Y DATE: VO BY: c w •" 7 y acv C4uG 0��to Q) 4c CQ co m 0.0 vC�� I. a�?�r VI 41 pp U Q m �CO�CE- > 1 z O Q CD 0 0) w 0 CD a0 rn � a, m SHEET - L -5 OF: ti0 SHEETS .L-7201 4 (/7 W 1- � Z I � >- 04 W CV O W F¢__' J(OUD z 53: Ld z 00 Zw C)"LnZo W o U,nwm (nom >_ L0 i C)�f,C ::D V) W CO z LiJ � U 1 z O Q CD 0 0) w 0 CD a0 rn � a, m SHEET - L -5 OF: ti0 SHEETS .L-7201 4 IRRIGATION LEGEND V) YS MBOL MANUFACTURER MODEL—NUMBER DESCRIPTION PSI GPM RADIU REMARKS SYMBOL MANUFACTURER MODEL—NUMBER DESCRIPTION 'PSI GPM RADIUS 1.06 \, .J Q J��cCCI RAIN BIRD 1804 -SAM -PRS -5F -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.41 5' W/ PC SCREEN RAIN BIRD 1402 STREAM BUBBLER NOZZLES 30 .50 2- T V RAIN BIRD 1804 -SAM -PRS -5H -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.20 5' W/ PC SCREEN LOSSES 17.86 T RAIN BIRD 1804 -SAM -PRS -5T -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.13 5' W/ PC SCREEN RAIN BIRD 100-ASVF, 1" REMOTE CONTROL VALVE TOTAL LOSSES 47.86 STATIC PRESSURE 80.00; RESIDUAL PRESSURE T 0 RAIN BIRD 1804 -SAM -PRS -5Q -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.10 5' W/ PC SCREEN LOT) SPRING SHRUB © RAIN BIRD ESP -BMC 8 STATION CONTROLLER 19. 00 X , 58 X 2179 X 62/148/. RAIN BIRD 1804-SAM-PRS-I0F-FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 1.58 10' W/ PC SCREEN SUMMER V RAIN BIRD 1804 -SAM -PRS -10H -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.79 10' W/ PC SCREEN ►t NIBCO OR EQUAL GATE VALVE - LINE SIZE 53. 70 X . 513 X 2179 X • 62/748/. RAIN BIRD 1804-SAM-PRS-IOT-FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.53 10' W/ PC SCREEN PACIFIC PLASTIC LATERAL LINE CLASS 200 PVC (NON PRESSURE) 0 4 8 16 b RAIN BIRD 1804 -SAM -PRS -10Q -FLT TURF POP-UP SPRINKLER W/PC SCREEN 30 0.39 10' W/ PC SCREEN PACIFIC PLASTIC MAIN LINE CLASS 40 PVC , 3/4 & 1-1/4" FALL:/WINTER f 4" SHRU $ _ THESE PLANS HAVE BEEN REVIEWED BY THE COACHEILA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, (FRFSSURE) X . 58 X 2179 X 62/748/t 75 21 ,37 _ RAN BIRD 1806-SAM-PRS-5F'F_7 SHRUB POP -LIP FFR All: __c^A%R _ 39 ,n i ;V %� fG JCi[r GV REQUIRING EFFICIENT LANDSCAPE & IRRIGATION DESIGN, IN . COOPERATION WITH THE GO ING GENCY PACIFIC PLASTIC SCHEDULE 40 PVC LATERAL SLEEVE YEARLY `NATER T RAIN BIRD 1806 -SAM -PRS -5H -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.20 5' W / PC SCREEN MAXIMUM WATER (DOUBLE SIZE OF LATERAL) V TPACIFIC RAIN BIRD 1806 -SAM -PRS -5T -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.13 5' W/ PC SCREEN PLASTIC SCHEDULE 40 PVC SLEEVE (MAIN) (6") T RAIN BIRD 1806 -SAM -PRS -5Q -FLT SHRUB POP --UP SPRINKLER W/PC SCREEN 30 0.10 5.. W/ PC SCREEN µ❑ M 3/4" WATER METER I V RAIN BIRD 1806-SAM-PRS-I0H-FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.79 10' W/ PC SCREEN . V RAIN BIRD 1806 -SAM -PRS -LOT -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.53 10' W/ PC SCREEN RAIN BIRD 1806 -SAM -PRS -10Q -FLT SHRUB POP-UP SPRINKLER W/PC SCREEN 30 0.39 10' W/ PC SCREEN ■ RAIN BIRD 1804-5F-8 SAM STREAM BUBBLER NOZZLES W/PC SCREEN 30 1.50 5 W/ PC SCREEN f NOTES STATIC PRESSURE: 80 P.S.I. MAXIMUM DEMAND: 14 GPM DESIGN PRESSURE: 30 P.S.I. REFER TO L-7 FOR IRRIGATION DETAILS REFER TO L-8 FOR IRRIGATION SPECFICATIONS INSPECTION REQUIREMENTS: THE LANDSCAPE ARCHITECT MUST BE NOTIFIED A MINIMUM OF 72 HOURS PRIOR TO THE REQUIRED INSPECTION(S). CALL (949)261-2541 FOR AN APPOINTMENT. REQUIRED INSPECIONS INCLUDE: 1) IRRIGATION SYSTEM(S) AND COVERAGE TESTS. 2) COMPLIANCE TO APPORVED LANDSCAPE PLANS ALONG WITH CERTIFICATION. 3) PLANTING (INCLUDING STREET TREES & SLOPES). 4) ANY SPECIAL CONDITIONS OF APPORVAL ATTACHED TO THE PROJECT. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA, A MINIMUM OF 48 HOURS PRIOR TO REQUEST FOR FINAL INSPECTION. POINT OF CONNECTION NOTES: ALL POINT OF CONNECTIONS FOR THE TYPICAL FRONT YARDS SHALL BE LOCATED PRIOR TO THE DWELLING ENTRY (® THE HOSE BIBB.) THE LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE LANDSCAPE CONTRACTOR SHALL LOCATE ALL VALVES IN. THE PLANTER AREA & SCREEN FROM VIEW W/ SHRUB PLANTING. REMOTE CONTROL- VALVE.MUST BE 16" HIGHER THAN THE HIGHEST SPRINKLER HEAD., THE LANDSCAPE CONTRACTOR SHALL INSTALL ONE (1) LINE SIZE BALL VALVE AT EACH POINT OF CONNECTION. NOTES ALL TURF SPRAY SPRINKLER SHALL BE INSTALLED FOR HEAD TO HEAD COVERAGE INSTALL SPRAY HEAD 18" AWAY FROM CURB IN SHRUB AREAS, 3" FROM WALK IN TURF AREAS, AND 18" FROM WINDOWS & STREET CURBS. PRESSURE CALCULATIONS (SALES PARKING m .- V) VALVE #A2 ; 21 GPM DEMAND r Z 3/4" WATER METER_ 8.0 M I— m W W 1-1/4" MAIN LINE -PIPING 1.06 \, .J Q J��cCCI BALL VALVE LOSS 0.3 % . :7— Lo 1" ELECTRIC CONTROL VALVE LOSS 7,5 Lr)LLj F� ��m LATERAL LINE LOSS 0.8 ;t m F_ N co < LOSS THRU FITTINGS 0.2 U LOSSES 17.86 0 OPERATING PRESSURE 30.00 TOTAL LOSSES 47.86 STATIC PRESSURE 80.00; RESIDUAL PRESSURE 31,141Y9Cy�y �U`.0 fr ESTIMATED ',TATER USE (PARKING LOT) SPRING SHRUB 0 rn N 19. 00 X , 58 X 2179 X 62/148/. 75= 26, 5;J OF:,iD SHEETS WsR SUMMER „A h St1RU9 53. 70 X . 513 X 2179 X • 62/748/. 75= 75. QO 0 4 8 16 s SCALE: 1 "=8'-Q" FALL:/WINTER f 4" SHRU $ _ THESE PLANS HAVE BEEN REVIEWED BY THE COACHEILA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, I5, 30 X . 58 X 2179 X 62/748/t 75 21 ,37 _ `. - DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE & IRRIGATION DESIGN, IN . COOPERATION WITH THE GO ING GENCY .(CITY OR COUNTY)`. YEARLY `NATER USE TQTAI.� ' "122-90 KUMDRED« C1JIC FEET ' _ DATE:�'�� OdBY: ERM T ECIALIST MAXIMUM WATER ALLOWANCE ti 88. 00 •,.• X `. 8 X 2179I X:',,,- 62/748= 127 L5` 1-0UNDRED CU9RC FE -` BY: • n. .... SERVICE DIRECTOR m .- V) LL_I r Z M I— m W W O� �F-U U�QC .J Q J��cCCI W z cX L,J Z, pSM :7— Lo V)zc W DU Lr)LLj F� ��m m F_ N co < z W � U m .- z 0 CD 0 rn N k1 \ ago 00, - SHEET: OF:,iD SHEETS WsR MAINLINE & WIRES IN LATERAL LINE IN �' PREV 1 � o� >? WINDS c LINES UNDER PAVING PLANTING AREA PLANTING AREA'. 8 1 2 m 1 2 3 2 13 3 2 13 3 LODGEPOLE CINCH -TIE - 4 5€.t." 0 LEGEND ��.. . - 1 TREE TRUNK I4 11 — r 5 Q 2 DVI. X 12' LONG 4 A „B C — Tl� i._ 17 3� 3 1 LODGEPOLE STAKE O 1 — E _ O2 WONDER TREE TIES IN (3) LOCATIONS 12 A 5 9 6 0 V TRUNK GUARD IN TURF AREA 9/ 1 DD 9 11 6 2" LAYER OF MULCH 2 D �D4" HIGH WATER ID O� 6 6 O N SHRUB AREA BASIN 3 DEPTH KEY 7 ® FINISH GRADE 4 LEGEND 1 PAVING SURFACE 2 EARTH SURFACE/FINISH GRADE 3 SITE SOIL 4 SAND BACKFILL 5 SLEEVED LATERAL LINE 6 FINE BACKFILL, MAXIMUM ?" LINE SIZEPTHS D Y I.D. - 240 24 4' 18" - 1-37-17 6 PVC CONDUIT TO - - - - 12' S 3 1.D. 24' 30 30" 4' 24' - 2 U 18 3 I.D. 30' - 4' 2 '41-D. - 36' 36' V 30 - 9 - g O7 NATIVE SOIL 1 SECTION ELEVATION BACKFILL MIX 5 ® " 6 LEGEND O NATIVE SOIL (D PLANT -SEE PLANTING PLANB CROWN OF ROOTBALL TO BE 2-3" �2 SECURE TO BLDG COLUMN W/ SCREW EYES W/ EXPANSION ANCHORS ABOVE FINISH GRADE z SECURE TO WALL WITH LAG OR WOOD SCREWS UIP., z uNutrc ac uVrm rlrt O3 ADJACENT CONCRETE WALK 2" PVC PERFORATED PIPE W/ CAP I II 7 SLEEVED MAINLINE NOTES 3/4' GRAVEL FILLED, DEEP o O 1" 0 8 CONTROL WIRES OR COMMUNI- ® 2" MIN. DEPTH MULCH LAYER. SEE SPECS. v WATERING AID 2 X RE WOOD BLOCKING A. TRENCHES SHALL BE WIDE ENOUGH 0) KEY LOCKS COMMUNICATION CABLE IN O3 JUNCTION BOX QUICK COUPLING VALVE. 6 PVC CONDUIT TO CONCEAL LOW n 120 VOLT ELECTRIC CON'OU7. ,`NO SERVICE VOLTAGE WIRING WHERE EXPOSED U SIDE WITHIN TRENCH TO ALLOW FOR SCHEDULE 80 PVC 90 DEGREE STREET ELL, ABOVE GRADE MOVEMENT. BY ELECTRIC CONTRACTOR. FINAL HOOK 13 FINE (1/2" MAXIMUM DIA.) UP BY IRRIGATION CONTRACTOR GRANULAR BACKFILL O7 FINISH SURFACE OF GARAGE AUTO. CONTROLLER (WALL STAINLESS STEEL CLAMP, 2 REQUIRED, MOUNTED) 12 #4 x 24' REBAR STAKE, SECURE AT QUICK COUPLER & NIPPLE RISER, 13 CURB OR WALK. io SCALE: N.T,S. 5 O7 CDET-112 _F 18' MIN LEGEND9� 0 1 SET VALVE BOX FLUSH WITH ADJACENT PAVEMENT, WHERE APPLICABLE. 2 ROUND 10' PLASTIC VALVE BOX, WITH LOCKING COVER MARKED-IRRIGATI❑N', 3 1' ABOVE FINISH GRADE IN TURF, 2' IN SHRUB & GROUNDC❑VER AREAS, 4 FINISH GRADE, 5 TRUE UNI❑N PVC BALL VALVE. 8 2' CRUSHED ROCK, MINIMUM B' DEPTH.. 9 SOLVENT -WELD UNI❑N TO PIPE (TYPICAL), 6 PVC MAINLINE PIPE, 7 COMMON BRICK (2 REQUIRED). GATE VALVE SCALE: N.T.S. IDET-01 SCALE: N.T.S. SIDE VIEW TOP VIEW LEGEND Q5 ROOTBALL © AMENDED BACKFILL -SEE SPECS FOR MIX �7 EXISTING SOIL 08 WALL OR BLDG. COLUMN -SEE ARCH.'S PLAN Q9 SCARIFY SIDES & BOTTOM OF PLANTING PIT VINE PLANTING -112 SCALE: N.T.S. P -VINE 1 CATION CABLE IN CONDUI A. TRENCHES SHALL BE WIDE ENOUGH 9 COMMUNICATION CABLE IN TO ALLOW 4" MINIMUM HORIZONTAL QUICK COUPLING VALVE. CONDUIT CLEARANCE BETWEEN PARALLEL PIPES.' 10 MAINLINE B. SNAKE PLASTIC PIPES FROM SIDE TO 11 TAPE CONTROL WIRES TO SIDE WITHIN TRENCH TO ALLOW FOR SCHEDULE 80 PVC 90 DEGREE STREET ELL, MAINLINE EVERY 101 MOVEMENT. 12 LATERAL LINE C. TIE A 20" LOOP IN ALL WIRING AT 13 FINE (1/2" MAXIMUM DIA.) CHANGES OF DIRECTION. UNTIE SCHEDULE BO PVC TBE NIPPLE - 6' LENGTH. GRANULAR BACKFILL PRIOR TO BACKFILLING TRENCHES. TRENCH DEPTH/ LINE SPACING' r7 SCALE: N.T.S. SIDE VIEW TOP VIEW LEGEND Q5 ROOTBALL © AMENDED BACKFILL -SEE SPECS FOR MIX �7 EXISTING SOIL 08 WALL OR BLDG. COLUMN -SEE ARCH.'S PLAN Q9 SCARIFY SIDES & BOTTOM OF PLANTING PIT VINE PLANTING -112 SCALE: N.T.S. P -VINE 1 ROUND 9' GREEN PLASTIC VALVE BOX, WITH COVER MARKED 'IRRIGATION`, 2 FINISH GRADE, 3 QUICK COUPLING VALVE. 9 4 1/2' CRUSHED ROCK, 6' DEPTH, MINIMUM, O 5 SCHEDULE 80 PVC TBE NIPPLE (LENGTH AS REQUIRED), W N 6 SCHEDULE 80 PVC 90 DEGREE STREET ELL, FINISH GRADE 7 MAIN LINE PIPING, 2 B I�1'h11TV 'i 1�iV�L t 1 7 + 1'iia], 9 SCHEDULE BO PVC TBE NIPPLE - 6' LENGTH. ® 10 SCHEDULE 60 PVC 90 DEGREE T x T ELL. COOPERATION WI OCA G 11 STAINLESS STEEL CLAMP, 2 REQUIRED, 90' PVC ELBOW 12 #4 x 24' REBAR STAKE, SECURE AT QUICK COUPLER & NIPPLE RISER, 13 CURB OR WALK. -*, a .>DATE: i vncayar: MANA ,C ENIf $!'ECIALIST QUICK COUPLING VALVE 5 SCALE: N.T.S. I -QUICK REMOTE CONTROL VALVE /ANTI -SIPHON SCALE: N,T.S. I-RVC I- LEGEND 7 D 1 BUBBLER/EMITTER, SEE PLANS, 'J 2 THREAD ADAPTER 1/2' FPT x 10-321 (RAINBIRD 10-32A), I 3 1/2' PVC SCHEDULE 80 RISER, LENGTH AS REQUIRED, f 4 MUL aR SEE 'PLANS > 5 FINISH GRADE, 6 SITE SOIL, 7 PVC LATERAL LINE, SEE PLANS 8 PVC SCHEDULE 40 TEE OR ELL 9 INSTALL 6' FROM FACE OF BUILDING, WALLS & FENCES BUBBLER/ SHRUB ON RISER SCALE: N.T.S. IDET-10 LEGE 1 POP 2 FIN. 3 PVC 4' 1 4 PVC 5 LAT 6 MAR 7 PVC 8 WAL 9 INS AWE SHR Nt FRC NOTE, USE TEFLON TAPE ON ALL MALL PIPE IHKLADJ, POP UP TURF/ SHRUB HEAD SCALE: N.T.S CDET-11 NOTE: 15 GAL TREES - SINGLE STAKE REFER TO SHRUB PLANTING DETAIL (THIS SHEET) 24 BOX STAKING SCALE: N.T.S. x N ~O PDET-03 —1 1-1 , 1—I 11— III I ' LII-lIII IIII r" - LEGEND 3 TIMES Ol 2" LAYER OF MULCH RDIAMooTETER BALL O2 CONSTRUCT TAMPED BERM WATER BASIN AROUND EACH SHRUB 4" HIGH. TYPICAL O FINISH GRADE O BACKFILL MIX NOTE: DESERT PLANTS TO BE (� NATIVE SOIL BACKFILLED W/ NATIVE SITE SOIL ONLY O FERTILIZER TABLETS - REFER TO SPECIFICATIONS a : 7 a NOR u 11, c0 W W IA qi"'0 v d3 �U m ow v0 IV �� d c. roao� Fw �a�•� cn L,.1 z co I � N t,J N z wood W 5 2� = o`CC cy S M ¢-' g xNco W o Ln we Lf) uMi m ^¢ � to Lu ~ a w � U TREE SHRUB PLANTING 2 SCALE: N.T.S. CDET-112Lij Q Q SERVICE LINE PIPING TO STRUCTURE (TYPICAL) CONNECTION OFF SERVICE LINE BY CD� VERIFY LOCATION IN THE THE LANDSCAPE CONTRACTOR -ADAPT STAKING SECTION�r I— FIELD PRIOR TO START OF AS REQUIRED CONSTRUCTION 2"X4' WOOD HEADE FULL PORT BALL VALVE IN OR EQUAL _] 91 YARD BOX BY LANDSCAPE 1"X3"x1'-6" BEVELED n 4' CONTRACTOR STAKES AT 5-0" O.C., PAVING EDGE, CURB OR WAL 1/2" BELOW TOP OF 1X4X2'-0" SPLICE BLOCK kLVMAIN LINE PIPING TO WOOD HEADER 6" W -o" .C. TO STRU TURFIRRIGATION SYSTEM SIZE OR EQUAL — a'• z PER PLAN & LEGEND PLAN PROPERTY LINE SETBACK 2 AT TURFIII� Ill " " Il I I- 3 AT 1/2- BELOW TOP' OF CD _ =IVIII III WOOD HEADER n-� OR EQUALry o NOTEs: wu - 1. ON SHARP TURNS AND CURVES,FOUR' 3/4" WATER METER PROVIDED BY OTHERS (TYPICAL) -VERIFY LOCATION IN THE FIELD PRIOR TO START' OF CONSTRUCTION 9 MAIN LINE CONNECTION SCALE: N.T.S. D -ML (4) 1/2" x 4" LAMINATED BOARDS OR ALIGN W/ TWO (2) 1" x 4" LAMINATED BOARDS LEGEND 9 .r. 1 O ANTI -SIPHON VALVE 1 W N Q FINISH GRADE -. OD 2 , E'd'?L�AldS I`QR LOCATION AND WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, PVC LATERAL LINE ® URV/ PVC PURPLE LINE RISERS COOPERATION WI OCA G 3 O5 90' PVC ELBOW 4 4 © PVC MAIN LINE ADOPT AS REQUIRED -*, a .>DATE: i vncayar: MANA ,C ENIf $!'ECIALIST 1 5 O7 PVC MALE ADAPTER�i- ® ATMOSPHERIC VACUUM BREAKER 4 MUST BE 16" ABOVE THE HIGHEST SPRINKLER OR BUBBLER HEAD REMOTE CONTROL VALVE /ANTI -SIPHON SCALE: N,T.S. I-RVC I- LEGEND 7 D 1 BUBBLER/EMITTER, SEE PLANS, 'J 2 THREAD ADAPTER 1/2' FPT x 10-321 (RAINBIRD 10-32A), I 3 1/2' PVC SCHEDULE 80 RISER, LENGTH AS REQUIRED, f 4 MUL aR SEE 'PLANS > 5 FINISH GRADE, 6 SITE SOIL, 7 PVC LATERAL LINE, SEE PLANS 8 PVC SCHEDULE 40 TEE OR ELL 9 INSTALL 6' FROM FACE OF BUILDING, WALLS & FENCES BUBBLER/ SHRUB ON RISER SCALE: N.T.S. IDET-10 LEGE 1 POP 2 FIN. 3 PVC 4' 1 4 PVC 5 LAT 6 MAR 7 PVC 8 WAL 9 INS AWE SHR Nt FRC NOTE, USE TEFLON TAPE ON ALL MALL PIPE IHKLADJ, POP UP TURF/ SHRUB HEAD SCALE: N.T.S CDET-11 NOTE: 15 GAL TREES - SINGLE STAKE REFER TO SHRUB PLANTING DETAIL (THIS SHEET) 24 BOX STAKING SCALE: N.T.S. x N ~O PDET-03 —1 1-1 , 1—I 11— III I ' LII-lIII IIII r" - LEGEND 3 TIMES Ol 2" LAYER OF MULCH RDIAMooTETER BALL O2 CONSTRUCT TAMPED BERM WATER BASIN AROUND EACH SHRUB 4" HIGH. TYPICAL O FINISH GRADE O BACKFILL MIX NOTE: DESERT PLANTS TO BE (� NATIVE SOIL BACKFILLED W/ NATIVE SITE SOIL ONLY O FERTILIZER TABLETS - REFER TO SPECIFICATIONS a : 7 a NOR u 11, c0 W W IA qi"'0 v d3 �U m ow v0 IV �� d c. roao� Fw �a�•� cn L,.1 z co I � N t,J N z wood W 5 2� = o`CC cy S M ¢-' g xNco W o Ln we Lf) uMi m ^¢ � to Lu ~ a w � U TREE SHRUB PLANTING 2 SCALE: N.T.S. CDET-112Lij Q Q SERVICE LINE PIPING TO STRUCTURE (TYPICAL) CONNECTION OFF SERVICE LINE BY CD� VERIFY LOCATION IN THE THE LANDSCAPE CONTRACTOR -ADAPT STAKING SECTION�r I— FIELD PRIOR TO START OF AS REQUIRED CONSTRUCTION 2"X4' WOOD HEADE FULL PORT BALL VALVE IN OR EQUAL _] 91 YARD BOX BY LANDSCAPE 1"X3"x1'-6" BEVELED n 4' CONTRACTOR STAKES AT 5-0" O.C., PAVING EDGE, CURB OR WAL 1/2" BELOW TOP OF 1X4X2'-0" SPLICE BLOCK kLVMAIN LINE PIPING TO WOOD HEADER 6" W -o" .C. TO STRU TURFIRRIGATION SYSTEM SIZE OR EQUAL — a'• z PER PLAN & LEGEND PLAN PROPERTY LINE SETBACK 2 AT TURFIII� Ill " " Il I I- 3 AT 1/2- BELOW TOP' OF CD _ =IVIII III WOOD HEADER n-� OR EQUALry o NOTEs: wu - 1. ON SHARP TURNS AND CURVES,FOUR' 3/4" WATER METER PROVIDED BY OTHERS (TYPICAL) -VERIFY LOCATION IN THE FIELD PRIOR TO START' OF CONSTRUCTION 9 MAIN LINE CONNECTION SCALE: N.T.S. D -ML (4) 1/2" x 4" LAMINATED BOARDS OR ALIGN W/ TWO (2) 1" x 4" LAMINATED BOARDS .r. CURB FACE MAY ;BE PERMITTED. W N 2 US`Ft° GALVANIZED NAILS. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY F \ -. OD , E'd'?L�AldS I`QR LOCATION AND WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, S 00 SHEET: ,-.3 �,,P DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SE., " tA7UUT ( It, DERS. REOUIRING EFFICIENT LANDSCAPE do TION ESIGN IN COOPERATION WI OCA G (CITY OR COUNTY P. - M -*, a .>DATE: i vncayar: MANA ,C ENIf $!'ECIALIST 1 O1) HEADER BY: SERVIC -DIRECTOR3 SCALE: N.T.S. 06250-70 OF: t6, SHEETS '""'7203 - " '.�. u.. t` a t— n f— a f— Oft ' » t-. 4s. �.. n.. W .' �.€6�{ 5 1 /4 3 5 1 /4 3 5 1 /4 3 5 1 /4 3 5 1 /4 3 5 1 /4 3 -5 1 /4 3 -5 1 f 4 1 -c $z1 • .1 T 11 i `oEs -61st Ali- RIP I 4 5 m Moto I �n M •1�1 � � W � w an 0 pp Q' r� barn°' E-• w Ln a r LEGEND _ (D ALUMAWOOD DUMMY POST CONNECTION (SEE DETAIL ON THIS PAGE) ® 2"x6" ALUMAWOOD GRAB BEAMS �2 ALUMAWOOD BEAM/EAVE CONNECTION (SEE DETAIL ON THIS PAGE) 1.5"x1/5" ALUMAWOOD TRELLIS 1" APART O ALUMAWOOD POST/BEAM CONNECTION (SEE DETAIL ON THIS PAGE) © EAVES (TYPICAL) 6 ALUMAWOOD OVERHEAD SCALE: 1/2"=1'-0" 1 3„� 0" 3 \ LEGEND I 3'x3" END CAP 2 v 2� 1.5"x1.5" ALUMAWOOD LATTICE —� 2-1/2" O.C. O3 2"x6" ALUMAWOOD SIDE PLATE j ® GROUND PLANE 3 O I 4 ^ EQ EQ E0 2-1/2" 4 1 ff 6" LEGEND �1 1.5"x1.5" ALUMAWOOD LATTICE 0 2-1/2" O.C. UNLESS OTHERWISE SHOWN 2'_p" 1 �2 2"x6" ALUMAWOOD GRAB BEAM 2 3 * O ANCHOR TO EAVES WITH APP- ROPRIATE APPROVED HARDWARES ® HOUSE EAVE DUMMY POST & BEAM/SAVE CONNECT.i3� SCALE: N.T.S. CDET-02 POST CROSS-SECTION SCALE: 3"=V-0" CDET-04 2" LEGEND U1 V) O 3"x3" ALUMAWOOD POST LiJ 2"x6" ALUMAWOOD SIDE PLATE 2z __ 0 1.5"x1,5" ALUMAWOOD LATTICE z ALUMAWOOD POST ANCHOR W/ Jj0 AN APPROVED HARDWARE CONCRETE GROUND PLANE POST/BEAM CONNECTION W� oLU � n - UNQo J 10 _j W \f'1 �r co ��M dp IM :Z b �o W OD] Wrn r� Lu ce U LEGEND U1 ALUMAWOOD END CAP O 3"x3" ALUMAWOOD POST 2"x6" ALUMAWOOD SIDE PLATE 2z 3"x3" END CAP 0 1.5"x1,5" ALUMAWOOD LATTICE ® ALUMAWOOD POST ANCHOR W/ AN APPROVED HARDWARE CONCRETE GROUND PLANE POST/BEAM CONNECTION SCALE: N.T.S Q w rn W rn rn LtaC vat k' \ 000 r THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY: YYY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, ixt DIVISION 1;CHAPTER. 3,ARTICLE 10.8, SECTION 65597 ET SEQ. s ` '•'� REQUfRING EFFICIENT LANDSCAPE & IRRIGATION DESIGN IN w ( COOPERATION WITH T OV IN Aq>NCY :x .+ ,.."°'��'"iv_ (CITY OR COUNTY) WATE MANAGE T 5'ECIALIST " L-8 SERVICE�ECTOR OF:. SHEETS J t I 0 LOW VOLTAGE CONTROL WIRE A. ALL COMMON GROUND WIRE SHALL BE WHITE. B. WHERE SEVERAL VALVES ARE MANIFOLDED, DIFFERENT COLOR WIRES SHALL BE USED ON POSITIVE WIRE FOR EACH VALVE. C. FOR WIRE SIZE REFER TO THE MANUFACTURER'S CHART. D. NO WIRES ARE TO BE SPLICED BETWEEN VALVE AND CONTROLLER EXCEPT AT VALVE LOCATION. E. ALL VALVE HOOK-UP SHALL BE WITH RAIN BIRD 'PEN-TITE' WIRE CONNECTORS OR 3M SCOTCHLOK 3500 SERIES. SITE VERIFICATION A. THE CONTRACTOR SHALL VERIFY THE CORRECTNESS OF ALL FINISH GRADES WITHIN THE WORK AREA IN ORDER TO INSURE THE PROPER SOIL COVERAGE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPE. NOTE A. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIA! S, AND RUBBISH )NCIDENTAL TO YORK OF THIS SECTION. GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. GENERAL IRRIGATION NOTES: 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLER TO BE PROVIDED BY ELECTRICAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES TO BE COPPER OF #14 DIRECT BURIAL. USE BLACK FOR PILOT - WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE POSSIBLE. PROVIDE MINIMUM 18" COVER. USE #14 AWG FOR CONTROL. #12 AWG FOR COMMON. PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING AND 12" OVER ALL NON -PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREA TO BE INSTALLED IN SLEEVES. ALL SLEEVES TO BE PVC 1120 SCHEDULE 40 PLASTIC PIPE INSTALLED PRIOR TO HARDSCAPE CONSTRUCTION. FINAL LOCATION OF AUTOMATIC CONTROLLER TO BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND / OR LANDSCAPE ARCHITECT. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHENEVER POSSIBLE. THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND NO OVERSPRAY ONTO WALKS, DRIVES, AND ,86ILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS. DO" NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT 'WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION. MAXIMUM G. P. M. DEMAND SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO START OF CONSTRUCTION. � z , IRRIGATION SPECIFICATIONS SCOPE OF WORK A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, APPLIANCES, TESTS, PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM, AS SHOWN ON THE DRAWINGS. B. IT IS THE INTENT OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM COMPLETE AND OPERABLE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION FOR FULL COVERAGE. MATERIALS AS PER IRRIGATION LEGEND SHOWN ON DRAWINGS. VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. B. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION, SIZE, PRESSURE AND DETAIL OF STUBOUTS PROVIDED AS THE SOURCE OF WATER SUPPLY TO THE SPRINKLER SYSTEM AS SHOWN ON PLANS. C. THE CONTRACTOR FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING BIDDING AND / ORS PRIOR TO PROCEEDING WITH ANY WORK, SHALL NOTIFY THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE OF SUCH DISCREPANCY(S). OTHERWISE THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. D. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER CONTRACTOR. RECORD DRAWINGS A. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE 'AS BUILT' DRAWING ON (2) 24" X 36" MYLARS AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. TRENCHING A. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 18" ABOVE THE TOP OF THE PIPE FOR ALL 'MAIN LINE' AND 12" MINIMUM OVER ALL 'LATERAL LINES'. PRESSURE TESTING A. ALL MAIN LINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 150 P.S.I. FOR A PERIOD OF THREE (3) HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OF FITTINGS AND INSTALL NEW MATERIAL IN PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED FOR A PERIOD OF THREE (3) HOURS AT THE DESIGN PRESSURE OF THE SYSTEM. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY+OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSP`<CTED, TESTED AND APPROVED BY THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. i COVERAGE TEST A. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF TH= ?I U DER / DEVELOPER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. QUICK COUPLER A. THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AT 150 FEET ON CENTER THROUGHOUT THE ENTIRE PROJECT OR AS INDICATED ON DRAWINGS. CONTROLLER A. CONTROLLER LOCATIONS SHALL BE AS NOTED ON DRAWINGS OR AS LOCATED BY BUILDERS / DEVELOPER'S AUTHORIZED REPRESENTATIVE. B. 120 VOLT SERVICE AND HOOK-UP TO CONTROLLER SHALL BE BY BUILDER / DEVELOPER. IT IS THE RESPONSIBILITY OF CONTRACTOR TO NOTIFY THE PROJECT SUPERINTENDENT WHEN THE CONTROLLER IS READY FOR 120 VOLT HOOK-UP. I C. IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR SHALL THOROUGHLY WATER GROUND COVER. D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE -EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE -EMERGENT. PRE -EMERGENT TO BE APPLIED AS PER MANUFACTURER'S RECOMMENDATIONS. FINISH GRADING A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SUBSTANTIALLY PLUS / MINUS .1 FOOT OF FINISH GRADE. B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO THE BUILDINGS SHALL SLOPE AWAY FROM THE BUILDING. C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. GUARANTEE A. THE CONTRACTOR SHALL GUARANTEE ALL 15 GALLON SIZE PLANTS AND LARGER FOR A PERIOD OF ONE (1) YEAR. B. THE CONTRACTOR SHALL GUARANTEE ALL OTHER MATERIAL FOR A PERIOD OF NINETY (90) DAYS. MAINTENANCE A. THE CONTRACTOR SHALL SUBMIT A BID FOR A NINETY (90) DAY MAINTENANCE PERIOD. B. MAINTENANCE PERIOD SHALL COMMENCE UPON THE CITY'S AND LANDSCAPE ARCHITECT'S WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND AFTER FINAL INSPECTION. C. MAINTENANCE PROCEDURES - THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, CLEAN-UP, AND AS FOLLOWS: APPROXIMATELY 30 DAYS AFTER INITIAL PLANTING, APPLY 25 LBS. OF GRO-POWER PER 1,000 SQ. FT. AND IRRIGATE THOROUGHLY. THE SECOND APPLICATION USING THE ABOVE PRODUCT AT THE SAME RATE SHALL BE APPLIED IN ANOTHER 60 DAYS OR JUST BEFORE THE MAINTENANCE PERIOD ENDS. CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEMS IN A LIKE -NEW OPERATING CONDITION, ADJUSTING HEAD HEIGHTS, THROW AND SPRAY ARCS AS NECESSARY. THE CONTRACTOR IS RESPONSIBLE FOR PROPER WATERING OF ALL PLANT AREAS, AND SHALL REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER MOISTURE. D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PLANTING AREAS. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS OF WEEDS MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. E. THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY DAMAGED AREAS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CLEAN-UP A. UPON THE COMPLETION OF ALL PLANTING WORK, AND BEFORE ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THEN LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE GENERAL LANDSCAPE NOTES THE LANDSCAPE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING HIS BID AND PRIOR TO STARTING CONSTRUCTION. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY STAKING, ALL SEWER, UTILITY AND WATER MAIN LINES PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH THE DETAILS, DRAWINGS AND SPECIFICATION. THE LANDSCAPE CONTRACTOR SHALL VERIFY SIZES AND QUANTITIES BY THE PLAN CHECK PROCESS. ALL SPECIMENS (24" BOX AND LARGER), SHALL BE SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT. FINAL LOCATIONS ON SITE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY BE REQUIRED TO BE PLANTED PRIOR TO HARDSCAPE CONSTRUCTION. REMOVE STAKES AND TRELLISES FROM ALL VINES AND SECURE TO WALLS, FENCES AND COLUMNS WITH PLASTIC TABS AND TIES, MASONRY NAILS OR AN APPROVED EQUAL. ALL. SHRUB PLANTING AREAS SHALL RECEIVE GROUND COVER AS INDICATED ON THE PLANTING PLAN. ALL GROUND COVER SHALL EXTEND BENEATH ALL TREES AND SHRUBS AND SPACED IN TRIANGULAR PATTERN FROM FLATS AT THE SPECIFIED DISTANCE ON CENTER AS INDICATED ON THE PLANTING PLAN. PLANTING SPECIFICATIONS SCOPE OF WORK A. THE WORK SHALL CONSIST OF PERFORMING, CLEARING AND GRUBBING, SOIL PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE INCLUDING FURNISHING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT. MATERIALS A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREAS IS COMPLETE AND APPROVED. B. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED FREE FROM DISEASES AND INSECTS. QUALITY AND SIZE OF PLANT MATERIAL SHALL CONFORM TO THE STATE OF CALIFORNIA GRADING CODE OF NURSERY STOCK AND BE OF NUMBER ONE GRADE. C. VARIETIES AND SIZES OF PLANTS SHALL BE AS SHOWN ON DRAWINGS. FERTILIZER AND SOIL CONDITIONERS A. REDWOOD SHAVINGS - SHALL BE NITROGEN STABILIZED REDWOOD SHAVINGS (0.5% NITROGEN, DRY BASE). B. ORGANIC FETILIZER - SHALL BE PROCESSED SEWER SLUDGE WITH MINIMUM CONTENT OF 1% NITROGEN AND 0' PHOSPHORIC ACID, EQUAL TO 'NITROHUMUS'. C. TOP DRESSING - SHALL BE 'FOREST HUMUS'. D. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO-POWER'. ORGANIC MADE MATERIALS COMPRISED OF DECOMPOSED ANIMAL, VEGETABLE MATTER AND COMPOSED TO SUPPORT BACTERIAL CULTURES. CONTAINING NO POULTRY, ANIMAL OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1) NITROGEN 5%, PHOSPHATE 3%, POTASH 1%, 50% HUMUS AND 15% HUMIC ACIDS. AVAILABLE THROUGH: GRO-POWER CHINO, CALIFORNIA (909) 393-3744 GENERAL WORK PROCEDURES A. LANDSCAPE WORK SHALL BE ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR LANDSCAPE CONSTRUCTION AND PLANTING. WEEDING A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SOIL CONDITIONING A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6". ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4" WITH THE FOLLOWING PER 1,000 SQUARE FEET: 4 CUBIC YARDS OF NITROLIZED REDWOOD SHAVINGS 150 POUNDS 'GRO-POWER'.., PLUS 100 POUNDS AGRICULTURAL GYPSUM 20 POUNDS 'AGRIFORM' (ALL PURPOSE TURF MIX) 21-8-8 IP CANTING A, (PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH LENGTH & A HALF. THE DEPTH OF ROOTBALL AND 6" DEEPER THAN THE LENGTH OF ROOTBALL. EACH PLANT PIT SHALL BE BACKFILLED WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: 2 PARTS NITROLIZED REDWOOD SHAVINGS 1 PART 'NITROHUMUS' 3 PARTS EXCAVATED SOIL 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: 1 TABLET PER 1 GALLON SIZE PLANT 2 TABLETS PER 5 GALLON SIZE PLANT 3 TABLETS PER 15 GALLON SIZE PLANT LARGER PLANTS ONE (1) TABLET PER 'h" DIAMETER OF TRUNK CALIPER. 2" LAYER OF BARK MULCH FOR EACH BASIN & SHRUB/ GROUNDCOVER AREAS B. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. FILL PREPARED SOIL AROUND BALL OF PLANT % WAY, AND INSERT PLANT TABLETS. COMPLETE BACK FILLING AND WATER THOROUGHLY. C. ALL PLANTS SHALL BE SET SO THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED. D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND (LODGE POLE STAKES LENGTH PER DETAIL). FASTEN TREE TO UPPER END OF STAKE IN AT LEAST TWO (2) PLACES USING HOSE TYPE TIES. E. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF EACH PLANT. F. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. G. BEFORE GROUND COVER PLANTING, REMOVE EARTH BERM TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. GROUND COVER A. ALL GROUND COVER AREAS SHALL RECEIVE A k" LAYER OF 'NITROHUMUS' RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING GROUND COVER. B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS. W z C THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, 0) DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. M w M REQUIRING EFFICIENT LANDSCAPE & IRRIGATION DESIGN IN 00 rn COOPERATION WITH THE LOCAL GOVERNING AGENCY 00 (CITY OR COUNTY) /" M SHAT: a DATE: BY: ' WATE ANAL MEN' SPECIALIST L-9 BY: . SERVICE DI ECTOR LA