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MUP 2003-385N!JV-14-2002 THU 02:54 PM CORNERSTONE DEVELOPERS FAX NO. w City O_ f U Quinta Community Development Department 78-495 Calle Tampico �8�opo La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1.233 760 325 3791 r ---'— P. 02 /,' .. OFFICE USE ONLY, Nl Uj^ Case No. G Date Recv4. o O 3 Fee:, Rclated Apps.: fDf D 2-- (-) 2- - -yz- 7-y9 LoggW iu by: APPLICATION FOR RNUT APPROVAL SITE DEVELOPMENT PERMIT applications are reviewed and approved at a public hearing by the Planning Commission pursuant to Section 9.210.010, of the Zoning Code. The purpose of the review is to ensure the development and design standards for permitted uses are complied with. pCheck here iffor amendment a Check here iffor time extension APPLICANT LA QUINTA DUNES 350, INC. / NDEROSA HOMES II, INC_ (Print) MAILING ADDRESS 5005 Calle San Raphael, &-1 Phone No. (760) 325-4289 CITY, STATE, ZIP: Palm Springs, CA 92264 Fax No. (760) 325-3791 PROPERTY OWNER (If different): LA QUINTA DUNES 350, INC. (Print) MAILING ADDRESS: (Same as above) Phone No. CITY, STATE, ZIP: Fax No. PROJECT LOCATION: N/'W CORNER JEFFERSON STREET & FRED WAILING DRIVE PROPOSED USE AND/OR CONSTRUCTION: Residential gated community of single family detached single story homes with private streets and ROA Community lots. At\farm.aos MAR 19 ZQ03 CIT? LAra Qu,nrfA - -- NO.V =14-2002 THU 02:55 PM CORNERSTONE DEVELOPERS FAX NO, 760 325 3791 P. 03 LEGAL DESCRiP"I'ION (LOT & TRACT OR A.P.N.): Tract 129323 ❑ Development plans (see separate plan submittal requirements sheet). ❑ A completed Environmental Information form with required fee, unless categorically exempted by the CaIifoniia Environmental Quality Act Guidelines, or determined to be previously assessed. ❑ A public hearing notification package containing Assessors neap pages marling the subject property and all parcels within a 500 foot radius of the subject property; a typed list of the parcel owners within the 500 foot radius, which has been certified by a title company, architect, or engineer; and two (2) sets of typed, self-adhesive, addressed labels for the above parcel owners. ❑ Filing fee for Site Development Permit. If filing multiple applications, the most expensive application will be charged fiill fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NANE OF APPLICANT SIGNATURE OF APPLICANT NAME OF PROPERTY OWNER 1A QUINTA DUNES 350, INC. (Please Print) SIGNA'T'URE OF PROPERTY OWNER(S) DATE � j � �I C)� IF NOT SAME AS APPLICANT: DATE (Separate written authority by owner to submit application may be provided) I hereby aclmowledge that this application will not be considered complete until I have submitted all required documentation and have been notified in writing from the Community Development Department; within thirty (30) days of submission, that the application is complete.. I hereby certify that all information contained in this application, including all plans and Materials required by the City's application submission requiruments, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. I hereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices_ 0 PONOEAOSA H O M E S Transmittal To: Wally Nesbit From: Pam Hardy Planning Manager City of La Quinta Date: Friday, January 31, 2003 cc: Re: Mosaic @ Esplanade -- TR 29323 Model Complex Minor Use Permit 2003-384 Per our recent discussion, enclosed is Check No. 24558 payable to the City of La Quinta in the amount of $ 75.00 to cover the above referenced application processing fee. Thank you. 6671 Owens Drive, Pleasanton, CA 94588 Phone: 925.460.8900 Fax: 925.734.9141 PONDEROSA HOMES II, INC. 6671 OWENS DRIVE PLEASANTON, CA 94588 **SEVENTY-FIVE DOLLARS EXACTLY** CITY OF LA QUINTA P.O. BOX 1504 LA QUINTA CA 92253 UNION BANK OF CALIFORNIA 400 UNIVERSnY AVENUE PALO ALTO, CA 94103 I 24558 1 11-49/1210 I 01/30/2003 ********$75.00* P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 March 19, 2003 Ms. Pamela Hardy Ponderosa Homes 6671 Owens Drive Pleasanton, CA 94588 (760) 777-7000 FAX (760) 777-7101 ffilLE CORP SUBJECT: MINOR USE PERMIT 2003-385 - TRACT 29323 MODEL COMPLEX FOR PONDEROSA HOMES (MOSAIC AT ESPLANADE) Dear Ms. Hardy: This is to advise you that an error was made in the case number assignment to the above referenced Minor Use Permit The originally assigned Case #MUP 2003-384, should in fact be Case #MUP 2003-385. We have changed our records to reflect this, and suggest you make note of this change. This does not affect the current approval in any way, other than changing the case reference number as stated. I apologize for the error and hope it causes no inconvenience in proceedings associated with your project. Enclosed with this letter, for your records, is a receipt for payment of fees associated with the Minor Use Permit. Should you have any questions, please contact me at 760-777-7069. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR Wallace H. Nesbit Associate Planner Enclosures c: Planning Manager Building Manager Fire Marshal C:\Wrkgrp\Letters\MUP\mup03385error.wpd� P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 January 24, 2003 Ms. Pamela Hardy Ponderosa Homes 6671 Owens Drive Pleasanton, CA 94588 (760) 777-7000 FAX (760) 777-7101 FILE COPY SUBJECT: MINOR USE PERMIT 2003-384 - TRACT 29323 MODEL COMPLEX FOR PONDEROSA HOMES (MOSAIC AT ESPLANADE) Dear Ms. Hardy: The Community Development Department has approved your application to establish three model homes, to include a sales office and parking area, pursuant to Section 9.60.250 of the Zoning Code. The model homes are approved for TR 29323 (Esplanade), tract lots 339 - 342. The following findings are applicable to the approval of this minor use permit: A. The land use proposed is consistent with the General Plan, which designates the property for Low Density Residential Development. B. The use as proposed is consistent with the provisions of the Zoning Code, in that the RL setbacks and other related development standards have been shown to be in compliance. C. Processing and approval of this minor use permit is in compliance with the provisions of the California Environmental Quality Act (CEQA). This proposal represents a temporary sales office use of an approved residential use, which ultimately implements TR 29323 as previously certified under CEQA. D. Approval of this minor use permit will not create conditions materially detrimental to the public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. All surrounding properties are or will be developed as Low Density Residential, consistent with the subject property's ultimate use. E. The access, parking and circulation as proposed with this minor use permit will not result in excess traffic congestion or safety hazards. C:\Wrkgrp\Letters\M UP\mup02mhc. wpd Enclosed are copies of approved Exhibits A (site plan) and B (landscape plan). In addition, development of this use is subject to the following conditions: 1. Prior to any landscape installations, provide written approval from the Riverside County Agricultural Commissioner's office and CVWD for the landscaping and irrigation, as to acceptability of water conservation measures and plant materials for the desert climate. 2. 24" box trees shall have a minimum 1'h to 2 inch caliper as measured 6' from grade, and a minimum 10 -foot height. All 15 -gallon trees shall be a minimum 3/4 to 1 inch caliper as measured 6' from grade 3. The parking area shall be completed prior to the model home complex being used for sales. Wheel stops shall be provided for all parking stalls, and shall allow for a 2 -foot forward overhang. 4. Install one 2A10BC fire extinguisher inside the front exit door of the sales office. 5. One 2' x 3' sign shall be placed close to or on the sales office front door, displaying a 24-hour emergency phone number (minimum 1" high letters) which emergency personnel may call if problems arise that need prompt attention. The sign shall include any temporary address, and may include the company name for the purpose of identification. 6. A $2,000.00 Model Home Deposit shall be filed with the Community Development Department to ensure conversion of the sales office 'to a residential garage, removal of trap fencing, parking, and all other associated remedial actions necessary to convert the model structures and facilities to permanent residential use. Such conversion of the subject model complex shall be completed within 90 days of expiration of this minor use permit approval, unless extended pursuant to Condition 7. 7. The model home/sales office complex use shall be abandoned by January 31, 2004, unless an extension is granted by the Community Development Director pursuant to Section 9.60.250.F of the Zoning Code. 8. The applicant/developer agrees to indemnify, defend, and hold harmless the City of La Quinta from any legal claim or litigation arising out of the City's approval of this project. The City of La Quinta shall have the right to select its defense counsel at its sole discretion. 9. By applying for this permit, the applicant acknowledges that the approved map for Tract 29323 has not yet been recorded. To that end, the applicant CAWrkgrp\Letters\MUP\mup02mhc.wpd understands and accepts that any construction on these model units is undertaken on an at -risk basis, and any inconsistency in property line setbacks due to final delineation of recorded lot lines will be subject to remedy, up to and including relocation/demolition of these units. The City may impose additional conditions to this application to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission pursuant to Section 9.200.120, provided the application requirements of said Section are met within 15 days from the date of this letter. If you have any questions, please contact me at 760-777-7069. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR Wallace H. Nesbit Associate Planner Enclosures c: Planning Manager Building Manager Code Compliance Fire Department Files; TR 29323 #2, SDP 2002-7-49- 7672- C:\Wrkgrp\Letters\MUP\mup02mhc. wpd Aooroved bP. 20 Reso # O Planning Commlaslon O City Council XCommunit Dev Dept Initials Case No. C(vP OS Yxhibit A - P— `E---' VNith Conditions \ LOT 47 LOT BB LOT 67 LOT 06 .. � /. / LnO 45 LOT 83 1 �4 LOTS ' 4F't ♦ hh{i \' � ILIAL "� LOT I (� LOT 24 \ LOT 25 ` •�--1—� -�"�.` - I \ / ,—' \ LOT 2O 'LOT zzI--------_�I LCE E,PLAN w NMSiOxS YArw.+c/NI£RO.SYTTH AND ASSOCGT£S. IN'C. .............� ,....... , ........... _ .. .. .. - ... –_ .... s. ru. u, �.n OF LN Q�{A, OALIFOFMA Z Y I jI 9 TRACT NO1UV. 1 a CIE ORADWO PL • YOMIC .mEl NOL® LAYOUT NOTESPa.p.�,...m..o.a,....�.«.......�...P.��. wwmcma e.u1.x nx.p �a'ot. em..s ��• pK �T� RVt.� ma..Va a`ma.x sfee w.�r� •� / �aP mfM orm�nwe.v.uJ.w P.,P��m��.. en«gaTf /%/ a J D O\�SN Ppfi�� , Or. u.n �2 �wmiaV.,sN.n R.w ¢rri�r♦-, o o Aonroved bw O Planning Commission O City Council XCommurqLly Dev. Dept Initials CaseNo.rw/oz -tty Exhibit _AAwric,—v With Conditions R so #0 5CALE, va••r-o� L � � 21 � NORTH . MODEL HOIN DEPOSIT Date: Case No: Name of Project: Purpose of Deposit: Expiration Date: Extended to: Amount of Deposit: $ Finance Department: MAR 1-- Charge to account: 101-000-261-000 ect Na..: --- Finance Finance (White) Applicant (Yellow) Log (Pink) (Goldenrod) MODEL HOME DEPOSIT Date:_ Case No: Name of Proiect: Purpose of Deposit: { i.. . 1r.. Expiration Date: edl6:-... t Amount of Deposit: $ r - L Finance Department: - - A OT 0 Charge to account: 101-000-261-000 Project No: Finance (White) Applicant (Yellow) Log (Pink) File (Goldenrod) 0 PONDEROSA HOMES II, INC. 6671 OWENS DRIVE PLEASANTON, CA 94588 & **TWO THOUSAND DOLLARS EXACTLY** 0 2 N I CITY OF LA QUINTA I P.O. BOX 1504 LA QUINTA CA 92253 UNION BANK OF CALIFORNIA 25194 400 UNIVERSITY AVENUE PALO ALTO, CA 94103 11-49/1210 03/13/2003 *****$2,000.00* i' I TUR HAS A COLODBA KGR UND 90ROER CONTAINS MICROPRINTING SEE EIJUORSLiVIENT AREA ON BACK FOR U.S. PATENT 163 / • • FILE COPY / O > A _ DEMAND / CHECK REQUEST Q D 0F its NOV 14 2006 X Return check to requestor Mail check CITY0Fi7F QUINTA. FINANCE DEPT Name / Title of person requesting check Betty Sawyer, Exec, Secy Department individual is associated with: CDD Check payable to: Ponderosa Homes II, Inc. Amount:$ 2,000 (Name) (Vendor No.) 6671 Owens Drive Account Number: - - - - (Address) --- -- -- - - Pleasanton, CA 94588 Check description and invoice number: Project Number: Refund of Model Home Deposit (MUP 03-385) Signature: (Departmen ead) 11-1-06 (Date) - APPROVED FOR PAYMENT (Finance Department Use Only) BY: BY: ACCOUNT NO. DESCRIPTION � City o1 a Quinta 0 • CHECK NO. 70905 c 64&�� CHECK NO. PONDEROSA HOMES II, INC. 3134 11/14/2006 DATE INVOICE ACCOUNT DESCRIPTION AMOUNT 09/28/06 092806 REFUND -MODEL HO 2,000.00 2, 000.00 �'! ,r Q 4 WELLS FARGO BANK II -24/12 t0 181 70905 y �� 64&�� CHECK NO. S P.O. BOX 1504 78-495 CALLE TAMPICO DATE AMOUNT cFMOF���tS LA QUINTA, CA 92253 11/14/2006 $****2, 000.00 (760) 777-7150 PAY ', • • • • • TO THE PONDEROSA HOMES II, INC. ORDER 6671 OWENS DRIVE AUTHORIZED SIGNATURE PLEASANTON CA 94588 OF AUTHORIZED SIGNATURE GENERAL LEDGER - GL3003 CITY OF LA QUINTA DATE JOUR.NO. 03/17/03 09-0037 03/17/03 09-0037 03/17/03 09-0037 03/17/03 09-0037 03/17/03 09-0037 03/18/03 09-0038 03/18/03 09-0038 03/18/03 09-0038 03/18/03 09-0038 03/18/03 09-0038 03/19/03 09-0039 03/19/03 09-0039 03/19/03 09-0039 03/19/03 09-0039 03/19/03 09-0039 03/24/03 09-0040 03/20/03 09-0041 03/20/03 09-0041 03/20/03 09-0041 03/21/03 09-0042 03/21/03 09-0042 03/24/03 09-0066 03/24/03 09-0066 03/24/03 09-0066 03/25/03 09-0068 03/26/03 09-0069 03/27/03 09-0070 03/27/03 09-0070 03/27/03 09-0070 03/27/03 09-0070 03/31/03 09-0073 03/31/03 09-0073 03/31/03 09-0073 04/01/03 10-0004 DESCRIPTION HOME OCC -BREWER HOME OCC -SMITH HOME OCC-DEANDREA SIGN PRMT-VELING HOME OCC-RUDOLPH HOME OCC -NELSON MINOR USE-QLTY CNST PRCL MAP-OMARRY ENVR INFO-OMARRY PC DEP APP-BUFFIN MUP2003385-PONDERSA MUP200385-PONDEROSA MINOR USE-PONDESSONA SITE DEV -NORMAN SITE DEV -CLUBHOUSE LESLIE FREDERICKS HOME OCC-ROCCA SITE DEV -MADISON SIGN PRMT-LAS CASULA SPEC PLAN -SANTA ROSA MUP02370-LQ DUNES SITE DEV -SANTA ROSA FIND COND-DSRT AUTO MINOR USE -SANTA ROSA HOME OCC-OLAFSON HOME OCC HOME OCC/B ISON SIGN PRMT/TRNS WEST HOME OCC/RUTLEDGE MINOR ADJ/OUTBCK PAT HOME OCC/ROCHA ENVIR/DES ELITE HOME OCC/ALDRICH PRCL MRGR-R HILL DETAILED GENERAL LEDGER FOR. FISCAL YEAR 2003. REF 2 CR031703 CR031703 CR031703 CR031703 CR031703 CR031803 CR031803 CR031803 CR031803 CR031803 CR031903 CR031903 CR031903 CR031903 CR031903 AP032503 CR032003 CR0320b3 CR032003 CR032103 CR032103 CR032403 CR032403 CR032403 CR032503 CR032603 CR032703 CR032703 CR032703 CR032703 CR033103 CR033103 CR033103 CR040103 BUDGET AMOUNT ASe i�tx �) E DEBIT REDIT AMOUNT AMOUNT 25.00 -70.00 -70.00 -70.00 -100.00 -70.00 -70.00 -75.00 -1,000.00 -50.00 -250.00 -1,000.00 -1,000.00 -75.00 -750.00 -500.00 -70.00 -2,000.00 -100.00 -1,500.00 -2,000.00 -2,000.00 -175.00 -75.00 -70.00 -70.00 -70.00 -100.00 -35.00 -200.00 -70.00 -6,300.00 -70.00 -200.00 2:29PM 10/16/03 PAGE 671 YEAR TO DATE AMOUNT �PONDEROSA� I September 28, 2006 OCT CITY 'ur y �-djlW I/ ;„a_ihi,hAOWITH DEVEi UPOFN City of LaQuinta Attn: Les Johnson Planning Department P.O. Box 1504 La Quinta, CA 92253 Dear Les, Ponderosa Homes is requesting the City of LaQuinta to refund the $2,000 deposit for Model Homes Lot 50 and Lot 49 at Mosaic at Esplanade. Tract 29323, Mosaic at Esplanade Lot 50, convert garage to Sales Office and back, deposit $1,000. Lot 49 convert garage to handicapped restroom and back to garage, deposit $1,000. I have included a copy of our check and the City of La Quinta deposit form Both of these lots have been converted back to garages. Please send refund check to: Ponderosa Homes H, Inc. Attn: Paul Healy 6671 Owens Drive Pleasanton, CA 94588 If you have any questions, please call Carol Thomsen at 760-360-2109 x8978. Sincerely, G�0'-utL L -VL' -C' Jason Vance Sr Project Manager, Operations 1 incl (copy of check & deposit form) Main Office: 6671 Owens Drive • Pleasanton, CA 94588-3398 • Tel: (925) 460-8900 • Facsimile: (925) 734-9141 Branch Office: 77-806 Flora Road, Suite E • Palm Desert, CA 92211 • Tel: (760) 360-2109 • Facsimile: (760) 360-6546 PONDEROSA HOMES I1, INC. .Vendor! 1840 CITY OF LA QUINTA Invoice Invoice Date Reference 031287 03/12/2003 DEPOSIT FOR CONVERSION MODEL ,ro-.als PONDEROSA HOMES II, INC. 6671 OWENS DRIVE PLEASANTON, CA 94588 LJ CHECK DATE: 03/13/2003 CHECK 4: 25194 Amount Retention Discount Net Amount 2000.00 .00 .00 2000.00 ----------- ----------- ----------- ----------- ?000.00 .00 .00 2000.00 **TWO THOUSAND DOLLARS EXACTLY** CITY OF LA QUINTA P.O. BOX 1504 LA QUINTA CA 92253 UNION BANK OF CALIFORNIA 25194 400 UN[VERSrIY AVENUE PALO ALTO. CA 94103 11-49/1210 03/13/2003 *****$2,000.00*. 11/13/2006 MON 15:53 FAX 760 360 6546 Ponderosa Homes "ramoEaas� �aMEs FAX C00yalny: CC: Phelue: Date, No. of pages including cover sheat; Phone: C., (f14a)7-?�-�S-b Fax: (7M31$-7701 �' �. ;ter' i► ij 1Urgent ForYourReview ReplyPime1 1 11 'w/ r I , � r d • �. s " 1 a � r j .t M"pam 6671 Owms Wye, Piesaaavoa, CA 94SM3398 'lea: (M)460-8900 Fkc (923)734-9141 B VA& 00m 400 So. FaMIL prise, Su td B-103, Patin SFiAgs. CA 92262 14: (70)319-7710 Tax; (760)318.7701 12004/005 I'm �� M 11/13/2006 HON 15:53 FAX 760 360 6546 Ponderosa Homes • J Nt u�t tp 0005/005 CHECK REQUEST PAYABLE TO: City of La Quinta 11A M-1, P.O. Box 1504Vendor no. ie- ! La Quinta, CA 92253-1504 Check needed by 03/14/03 FOR: Mosaic @ Esplanade - Models Mail Deposit for conversion on gars a to sale office and garage to handicapped restroom back of garage DO NOT MALI, Total - $2000.00 Deliver to Include tract and lot numbers whengpplicable LINDA K. CHECK AMOUNT: 1 $2,000.00 �cy-�'k^;` ,"pprlf4iS ie perp, {^{1��-�l ��}.{•,�F j r .` c+r �'tfR`3 1 A- 3'" `.��.r x. ,fi �1L.i� '"i�'r7'c. 1rM � �Y�Ttr'�+:.r'' { '.r• A 3 r'ra �5 r( �;`t.''��rc" .K°•Lx..t F -�j �l AIX, � 'N � LRc `.J. �.� F 3 .: � - \ �,v ` _, �. Y ,E. -r� r•s 1 1 '4..t .�_.... � , _ T:..% ��'`r�-.R�4... 3 a,1 � 1 1 1 ® 1—. � tl Y C �j V �� E /' i .. .�9' �� � 1 4 f°�{IL ..a,. r �i CR 1�Si. l• .1' � �f;.^l l�i i 5 1 i� � £FY c.�..t` ai - r l,) l (. � l ) 1 ? ! t �) Ory r3 u 1 '�'`c •!'C ra "F v �� 4 r � � : 5 � \ �4mw �:,� l'��• l.G. +^a^L�`.S•'z. 7>t YYYuuu ! I ! 1. f� r}_.. ally, � h A' Sl 1 ,2 .::i'i Y L all,'J lllsll. I s iYws�. of i ♦• $2,000.0011 © © $0.00 .1 11 (] I t { { t ** NOTE: REQUESTS MUST BE SUBMITTED TO ACCOUNTING BY WEDNESDAY AT 12 NOON. ** APPROVED t1,♦l t� �► ACCTS PAYABLE: AUDITED BY: 0-004 CHKREQ-MASTER323 DATE: DATE: Ell 0.004 RcLOMI + 4 ,..� •w �H� r. -- _ -�-wf--.r.��. Y; �.:ft�� -wet -- ---.- .• .,-�- _ may._ MpDEL HOME DEPOSIT DajeCase No: V(!. LA 9.r � Name' of. Project © .—�' i; Purp_oSe of -Deposit: Expiration Date: :Lj Extended to'. 4 �1 rAmqunt of Deposit $ - M ` �Inan�QY�QR�[tment• . ' ' ` t '. LAouiaTA'.;r � _.charge to account 1.61"000-261 000 Finance (VI(hfte) APPIiCant {YlK p ) Log (Rfrak) Elle (Q9Id trod) PLAN 5AR / LOT 905 AND PARKIN6: I 5ALE5 OPFl 2 LARGE pECORATIVE I.WIs S. DEOOFPO`'ED 6RANRE PATH 4 PARKING LOT S TENRORARY 5T ENTRT PASCADE TO M TON A 'TECTI,IPE b. wNoR BN ON DECORATIVE C4EELP T SALES OFFICE ENTRr e. SALES OFFtcE E 11 TO HODEL TOLR q. CONCRETE 5TH` WITH POT SEAT IO ACCENT PAV1N WITH TILE BIJC)S Alm GOLOR© ,�,ONCRETE PAVING FILED 11 PRECAST WALL FQNTAIN 2 FIREPLACE Pot ARCHITECT 13 LOw STUCCO WALL WiTN ACGENT LRIPa 1. xCORAnVE GRAVEL �S LOw STLOCO PLNfIER WAC' PLAN 25R / LOT 902: rt. LOW ellc m calash WTN OECORAnVE LRN ON TOP Arm sae HEDGE eETFttN :e cOtDRED cONCFE E PAVING Iq. CONCREIL 9TEP5 AI 20. STArA® cqILRETE PAVING WITH RAImOr� STONE PATTERN 2I LOW cOLUN«5DPLORAnVE coxle - PEHELE (OPnON TO PL" IB A$ FCLRTAIN) 23 WOOD EYEm— TRELLIS ON LOW HALL b. DECORAnVE bR PLAN IG / LOT 301: 2s. LOW PLANTER WALL Alm PILASTER 26, COLOE C'ow' Em PAVING ATM DIAGONAL 5GORE PATIHiN T I6' K 9S' LAP POOL WITH pEGORA—E WAT[R E e2 2e. G' K e' SPA 2 cv4lo An VE VINE RAU= MISGELLANEOU5 ITEM5: A LAYH TYPICAL e. Ac.cENT SNRLBG Aw GRGAm Govt P.ANn1aS D. LARGE cANOPr TREES E. PERII E£ WALL B crers F. SIOE "ARD bA'E b. Pp'LAST GCNGRETE STEPFgt9 N TLQ,LAR STE_ Ti W' FE\cE MMIC WALKS TO BE V`JEJ' TSMPORARILY AS J OPEN LAND�iG' -LOT BY On6l+ PRELIMINARY MODEL LANDSCAPE PLAN MOSAIC AT ESPLANADE LOTS 301-304 LA QUINTA, CALIFORNIA PONDEROSA HOMES 1990 SOUTH COAST HIGHWAY SUITE 4, LAGUNA BEACH, CA 92651 z a i C 16 32 46 64 Ar SUMMERS/MURPHY & PARTNERS, INC m coAR nolwAr, nmt mo �.vu :w+T. cusougb vw IsrV ui•"., LANDSCAPE ARQIM05 0730.02 261066 saema�mrrt � rury®q K iary mue eou4r, rare m, nww rorrt, uuara4 ana p.O e4lwes rax lsA 4utan vµose4p �OFOaUF Thane dr—inga -d/o, lh, ccompanYuq Dedilicoliona Tc the ,adus.e Dr Warty al omo 'Na — h pef.- caand 0 b. ma on, . tt,, tmn ens ba real -ted m the er�4inal 'le for hien tney prtp,red, ka- y ..y ducicn ar putd. r Ey nn method. in p o pan, pror .,d a ceps py mitten per n rlrom m/ $Dmme f h Murphph y. ulne. L% z ca W 2 -, 4 � � U ON»o now aOL W 0 a z :5 5 a z CO LL a�o U y��w oo SHEET DESCRU91ON TITLE SHEET DERGIIIED off. DRAWN MEM Dna® PGMM DATE 1125.02 1013 NO. 261066 CAD Mf SHUT NuAmEx T-1 OF 19 SITS REVISIONS MOSAIC AT ESPLANADE DATE BY REV. SIT. DESCurnoN LOTS 339-342 LA QUINTA, CA. 92651 FM AI�wA< GATE MODELSsj&%cnW MPRCN® RBEASW FOR OATF cots cnON SET ISUlD GATE NM1E SITE OBSERVATION NOTES CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS NOTES ARCHITECT I. THE CONTRACTOR SNN1 PROVIDE ALL LABOR TRANSPORTATION, 0 40TH AVENUE -8Z ARGHITEGTS MATERIALS, AND SMWICE9 IFCE5SARY TO FMOSH AND INSTALL ALL rn 5010 CAMPUS DRIVE STE. 100 Ta COWT1CTION ELEMENTS AS SHOWlm N ON THE DRAMNSS ASPECIFIED a NENU'ORT BEACH, GA. 92660 DIN. o a (949) 250-1111 2. SHALL BE PERFORMED BY A CALIFORNIA LIC 345M T ° /NTe C UN RST F (949) 250-119 8 AT a ALLATION OF ALL LAM50APE ITE3-S SHALL BEcCLe S. CZN5rAceo�l- TION AND Tai AND 'O FReewq °R o CML EN(�INEEA �+Tn STATE,UP of wtic Aerr 8 9AMP LOCAL COPISS ORDINANCES, y -1 MAINIERO SMITH t ASSOG. INC. 4. THE CONTRACTOR SHALL 5E RESPONSIBLE FOR MAKING HIMSELF FAMILIAR TTT E. TAHOJITZ CANYON WAY, SUITE 301 WITH THE MATURE AND LOCATION OF ALL U DER&ROUND UTILITIES, PIPES Z 42ND AVENUE �r PALM SPRINGS, GA 92262 FOR ALL COBT5 INCURRED DUE TO DAMA&E TAKE SOLE �L rB1LOF v �qQc BERMUDA ('ib0) 320-9811 SAID UTILITIES, INCLUDING DELAYS. Z DUNES SITE a,r 5. ANY DISCREPANCIES BETKEEN TTE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS Alm/OR THE DES16N INTENT AFFEGTNB THE SUGGE55FlJl 3 COMPLETION Alm COST OF THE PROJECT SHALL BE REPORTED TO THE FRED WARING DR OY040t (JOB SUPEFUNTE DE Ntl AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES, HAVE BEEN RESOLVED BY TE OKCR (JOB LA QUINTA Slk'HtINT13mENT) OR LAtmeSGAPE ARCHITECT IN WRITING. ANY 0LNDIO 0 WT AES IS CONTINUATION OF WORK PRIOR TO E RESOLUTION of DISGR�HG AT THE CONTRACTORS RISK Alm E>(PECE. W IX Z p 0 w MILES AVE a NOT TO SCALE PHASE LOCATION MAP SHEET INDEX SHEET NO. SHEET DESCRIPTION T-1 TITLE SHEET L-2 GRADING LAYOUT - L-3 CONSTRUCTION LAYOUT L-4 CONSTRUCTION LAYOUT L-5 CONSTRUCTION DETAIL L-8 CONSTRUCTION DETAIL — I it L-7 CONSTRUCTION DETAIL - \ L-8 CONSTRUCTION DETAIL L-9 CONSTRUCTION SPECIFICATION - L-10 IRRIGATION PLAN PROJECT LOCATION — L-tl IRRIGATION PLAN \ \ L-12 IRRIGATION DETAIL \ L-13 IRRIGATION SPECIFICATION _ - L-14 TREE PLANTING PLAN L-15 TREE PLANTING PLAN L-18 SHRUB PLANTING PLAN \ �2- SHRUB PLANTING PLAN aEL-17 L-18 PLANTING DETAIL l NOT TO SCALE L-19 PLANTING SPECIFICATION PLAN SET eEC Npa PLAN DATEQ 12-20 02 saema�mrrt � rury®q K iary mue eou4r, rare m, nww rorrt, uuara4 ana p.O e4lwes rax lsA 4utan vµose4p �OFOaUF Thane dr—inga -d/o, lh, ccompanYuq Dedilicoliona Tc the ,adus.e Dr Warty al omo 'Na — h pef.- caand 0 b. ma on, . tt,, tmn ens ba real -ted m the er�4inal 'le for hien tney prtp,red, ka- y ..y ducicn ar putd. r Ey nn method. in p o pan, pror .,d a ceps py mitten per n rlrom m/ $Dmme f h Murphph y. ulne. L% z ca W 2 -, 4 � � U ON»o now aOL W 0 a z :5 5 a z CO LL a�o U y��w oo SHEET DESCRU91ON TITLE SHEET DERGIIIED off. DRAWN MEM Dna® PGMM DATE 1125.02 1013 NO. 261066 CAD Mf SHUT NuAmEx T-1 OF 19 SITS POOL AND SPA NOTES. fi^ vOI I T NOTES: O�� CSJ: I. DESIGN INTENT, THE POOL. AND SPA DATA CONTAINED ON THE GON57P!,CTION PLANS, DETAILS AND NOTES HEREIN 15 FGR TIE R,A 05C OF 5PEGIFTIN5 THE FINISH P IGAL APPEARANCE T U I I OF THESE IMPROJENENTS. CONTRACTOR SHALL VERIFY ALL Di EN51O15 IN THE FIELD AND AIP J T A5 tgGEnARY WILE MAINTAINING THE DE516N 2, FIELD VERIFICATION: THE GONTRACTOR'SH NOTIFY T. 018 (.LOB SIFERINTEHDENT) AND LANIpSGAPE ARCHITECT OF ANY p15GREPANGl6 BEr1'415EN THE PLANE. DETAILS, AND NOTES. CONCEPT, 3. LICENSE: THE POOLrr A CONTRACTOR SHALL BE A C-55 CALIFORNIA LIC N51W SWIMMING POOL LONrgACTOR CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PWOR TO $bI WIIN6 ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AVTFgRIUTION IF IMOpIFILATIOFLS ARE NECESSARY. 4. SHOP ,I I EHAHIC L E pRAYUN65: THE CONTRACTOR " L PROVIDE SHOP AND E WMoltIN6 pRAWIH65 APPROVED ANDINC DEO IN T ES A CALIFORNIA Ao REGISTERED STIoONS OF TE AL ENGINEER, NECHANICK ETIGI�R. AND ELECTRICAL ENI61!ffit FOR ALL ASPECTS OF A COMP ETE OPERP•BL-E POOLSPA. INCLUDED IN THESE pRAYUN65 AIS THE LOCATIONS OF STEPS. PAVING CONTRACTOR SHALL COOt2nINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ' 5E TS, RAISED BOND BEAM5, LIGHTING, SPOUTS, SPIGOTS, -JETS, ETC. ENSI.RE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. 5. UNIFORM BJILDtNIGAEALTH CODE, ALL CONSTT8ICTIINN AND WORKMANEMIP SHALL CONFORM TO THE GIRREM IDIT10N OF THE LNIFOILM BUILDING AND HEALTH C.ODES. V FY WTH THE PRO,ECT SOILS E1611EL'R THE NEED FOR REINFO 1145, BASE MATEWALS, PRESAT TIOK ETC_ FOIL WALKS, PATIOS, FOOTINGS, ETC. 6. APPROVALS, POOLVBPA CONTRACTOR 5Hµ1 M FAMILIAR WITH CITY, CMITY, STATE AND ALL. APPLICABLE CODCS AND SLBMTTKS AND SHALL- PROVIDE ALL NECESSARY PDCI- PA E,6INEERINkS SHOP DRAWING' TO 6µN 60VERtHl AGENCY APPROVALS AND PM3MS. E MANVON JOINTS (E -JJ OCCkA AT BOTTOM OF STEP5, CHANSE IN DIRECTION OF CRETE WALKS, ADJACETT TO BUIL12I455 AND MERE NEYI GONL4EfE PAVING AEVTS EXIST -INS SIDEYNLKS IWD/OR G,RBS. TE AEGOMFtETmEp SPAGINS FOR EM.ANSION T OvpER' DF OP—NIS5 REVIEW: GONLRAGTq 5HAL1- PliOV M 51X (6) SETS OF POOL AND SPA SHOP AIm EN61NEEifINS ORAYUNGS APPROVED AND 516N£D BY A CALIFORNIA J0INT5 IN WALKS IS W -O' OL. FOR CONTINigf H\ALKS UNLEa5 OTHEfPWISE RECOHHDI BY SOILS EN61N!®2. RE615T5¢® STRUGTLRAL EN6Rffit TO THE OYI®t (JOB 51.PERINTE VENT) FOR REVIFYI PRIOR TO ASENCY • ITTAL SCORE JOINTS (S -IJ OCGIFt WBSE SHGYW ON PAN AND AS NECESSARY TO MINIMIZE AND CONTROL CRACKIN5 OF COiCRETE ` B. SOILS REPORT ALL S, EGRADE AND FM1 ATIp PREPARATION SHALL GOIFOtAH TO THE 5TNCCTURAL 5011-5 IHVMT16ATION REFORT A5 PFOVIDED BY pYEt. PAVING. 5.3 9. NOTIFICATION OF DISGF¢PAHGIF3, POOL CONTRACTOR SHALL `/9ilFY ALL CONDITIONS AND DINfNSI045 .agYPl ON THE SITE PRIOR i0 GONR1EfGEMENT AND AT ANYTIME FIRING ALL C TRIGTION SHALL GONFC TO ALL LCCA- CODES AND ORDINANCES. CONSTRUCTION IIID51It TNIS CONTRACT, ALL PROLUCTION WA . STOOPS AND DRIVEWAYS ARE TO RECENE A N IM BROOM FINISH. } ` lo. CONTROL 51TE: ALL MAJOR HORIZONTAL AND VERTICAL COMROI- DATUN POINTS SHALL 8E PROVIDED BY THE O S CIVIL EHGINEER 5LRVEY GREM6 E FIMS Wi!P OF CONCRETE i0 BE 1/' MINIM BaOW STUCCO SGREEIDEL ; VERIFY IN FID AND ADX5T GRAVES IF ^ P •D / II. INTER SEK: POOL)SPA GONittAGTOR 9HN1 MASTIC SEAL BETYEEC ETI COPING/GANTILEVBffiJ DK AND BOND BEAM CM �A NECE55ARY TO ACHIEVE -15. STEP TREADS TO BE 12' WIVE (TYPICAL). STIFFS GRq PED TWO Oft MORE TOGETi@i ARE TO RECEIVE .AtDRAILS. PZ` 12. ELECTRCK CONNECTIONS, ELECTRICAL SHALL BE 5T11BBID OUT IN PSOLFpA SWIPMENT ROOM OR PO01.5PA EOUIPNENT LOCATION AREAS. ALL CONNECTIONS TO EOUIPI ENT SHALL BE 1.. BY POOLlSPA CONTRACTOR ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHfE29 REFSR TO CIVIL EN6IN,ER5 PLANS Z ` 19. COMPLETE IN5TA.LATION POOLJ5PA CONTRACTOR SHALL BE RESP TILE FOR ALL CONINECTION5 AND EOIIPHBIi AS RECa/IRED FOR A COMPLETE, OPERABLE POOL AND SPA REFER TO CIVIL ENGINEERS PLANE FOR LOCATION OF STEPS IF REl WW AT ENTRY STOOPS 1`A• � 9A � 34 / � FIN15H 5GHE'DULF PA. I.t•A' ` O / / SITE TE PRODW770N Pp.' i \ \J//�� •p (2 9C SYNH�L DER/PACN COLOLP/ICSH .DETAIL A c 7 j' 11. `1 \ / 5-I TRAP FENCE WITH MAINTENANCE DOLOR TO BE `BELTED BY OWER DETAIL K, SHL"' L -T •6 C GATES NG LNiTS REF9t TO ARGHITEGTI.RAL PI.AN9 b ` p'�'• 315 - \ / 61 80m -A -BOARD HEADBt O \{ \ \ \ \ + \ / ` S-4 TEMPORARY CONCRETE WALX COLOR, NATURAL GREY DETAIL FINISH: SAND 53 LONGRE iE PROpKT10N WALK REFSt TO PANG BY CIVIL EIi61NEETt ' O \ 312 5-2 ' • \ID' j --TI- wnu.mE1CI- R5F5R TO --TION PLANS BY orHERs Y ll�• �,• • \ j / /• 5-7 51D@'ARD GATE COLOR TO BE SELECTED BY OYER DETAIL H, SHEET L-0 I - \ \� / O 24" So. PRECAST LON CRETE COLOR NATURAL 6- -0- / a - STEPPB25 FINISH: LIGHT BROOM A.G. PARKINS LOT REFER TO CIVIL ENGINEER PLANS FOR DETAIL SECTION O1 L`01:5 PARKING ' pW a� 310 ^ b BLOCKS. 5TRIPPN6, 516NA&E. ECT) 31 < PI^ \ / \ 5-10 E#'ANSiOI / SGOfIg JOINT DETAIL R. SHEET, I.--' M� eMy 3-I PARKING LOT SIGNAGE EK OTHER -5 .' }6 sn J a / PLAN 3AR LOT l Q \ / ST119xX DEsrJe ON- COI.OR.F(NISN DETAIL w� I • , D 3�3 •� � • � I •� 3-I CONGRE-!E ART PAVING PATTEWI f COLOR TO BE SELEOTED DETNL N. SHEET L-1 LU ` I. • �\ 5-5 �} 32 EIIBBLINS URN WITH —Ti- USN, F4 KP2-ALG BY ARCHNTECTURA(. DETAIL F. SHAT L- 311 / /fes Goeei.E POTTERY COBBLE, A~, UzONr. GOBBLE 1 I!2•-9'. EIY O I • s ` 0 �_ 316 'A Pr SOVTFYESr B0.lpF3i (BOO) S/O-Ilii 6' \ 3�J DECORATIVE GRAVEL AMHQ.E GOLD, BY SOUTNWE+r SOLIDER DETAIL P, SHEET L -T W' I •• O Pt •• - \ i •Q ' O1 )1 O (E00) SaOil41 DETAIL O. SHEET L -T p .9 "C / / 34 LOW STLGLO POOL WALL COLOR• TO MATCH ARCH. BASE STUCCO DETAIL E, SHEET 1--6 FINISH. TO MATCH ARL.. BASE STICGO y...LHNS Y45ALICEICS, (2) KM -B. (U OLA1tT 109. �� P� 1� / tX ARCHIITELTURAL POTTERY nl4) yy FIELD a WATER TILE, 6• SS. OF 104. iP•f 1 • p DECORATIVE MWALION5, 6• SO. FD 40T W i x,R 41 BY CLASSIC TILE s MOSIAC (619) 239-6453 yY / MATER EMITTER :.9055 ERAS,', RO'SE77E J '• P�- 0•� 3�� a' ''aiTwr PIPE. W� ci�IC KF 5LPFL' � I • 9-G �' .� P /r9o9) 991-oacap v ` ,+• 5-10 Q' j I , �. P� 1(x� `'�• 9 }5 PRECAST WALL FOU TAN 0 BE SELECTED • • r . P^ _ P� 'y{ j-6 FIREPLACE REFER TO PANG BY ARLMITEGT • rr l - 314 . + / 311 / 3T IAc� SRN It FINNISK TO NNTCH ARCX BASE 5 DETAIL c. PP"\ / X MN. KPIO-A, 15Y ARGHITEGTVRAL POTTERY 315 / (114) b-0139" 4 11 6'6• / O 6' C.ONIG2FTE C.LRB COLOR, TO MATCH CONCRETE FIELD DETAIL O, SHEET L -T i ✓ �_ 5-t0 FINISH, 1EVIW 5AI•1D y' _ , �- + / O 24• CONCRETE POT SEATS COLOR: NATURAL SHAY DETAIL K SHEET L -K 'r •• j I • }3 Ci./ B j WAhGLa 1 SAUCERS FINISH: MIEDIIRM SAID .0 Pt` UW, (2) KP -16, BY ARLHITECTLRA- Pr- i - 5-5 / POTTEIRY n14) 895-53" CONIGRETE STEPS) COLOR, NA'II.RAL GRAY DBTAIL IT SHEET L-1 FINISH, SA/m TBMPORARY STLCCO FASGADE FINISH, TO MATCH ARCH BASE STUCCO O DETAIL B, 51ffT 1-3 WITH WOOD OVERHEAD FINIIXN KPT A,, BTT ARCMITBGT{,RAL POTTERY ` , 1114) B95-9589 WAT MB -HERS. DOLOR OR STAIN TO C` MATCH ARCH. A`— COLUMNS REFER TO PLANS I ARCHITECT 9• I ` `u 313 FA ENT URNS ON LOOSE PEBBLE KPI-A, BY ARCHITECTURALDETAIL P, SHEET L-1 ,', �N�` Approved b eS0 DPOTTERY PF9BLE, ARIZONA GOBBIE'S,4"_l BY DETAIL O. SHEET L-1 z�. H6•' DETAIL Planning Commission5OVT�T�`(BpIN)�111 314 CCURT'ARD WALL AID GATE ST/COO, TO MATCH 5E BASE STUCCO DETAIL M, SHEET L -T TEEL TI,BIAAIE S: TO 8E MATCH IRON WORK C3 City Council INN ARCH. �Communit Dev. Dept. / 2Y J3 3i5 B'K92 AP PCO BT �IC LE M1� yq;2] _B43y AILI S�TL PASTER: FREIG, GREY ' Initials 316 FOD- E-IFNENT LOCATION ` Case No. Exhibit A - `With Conditions v 0 b 16 24 52 NORTH I�N�K S�TNFk INC U.w4I'pNT, LNSOIos/. 92bi5� fuel uYNlb nx Gu1 uYnn y *NB SOMA 4pl C NA'r^^� f4 c 'e 1 uCi �� $ •^ K � aTP OF CALIf ese drawings attna/�r ohc itty —I g sp i ti n5 e um ummM Wa I& 1 an /S ns o Murphy. c. arb their use a tod - g; sN.pll be realr hi, Ip Vre or�,npl site lar which flay a�Pr9Wrea. lice " , -Y ctioe or Ydicauon ly ens .method, ir• p part, i prohiCi: n pt F (len Summe se Mtt M urphy,um/ I 13 I 5-6 I • '' •, I I PA PA LAYOUT NOTES: m +Na,I IPA FA IIYY.?�--•_-�l !!�®moi • �I PLAN Ir -NR - LOT 339 I rSs rwrs ✓1 61 A -- Icy .- _ - PA 0 . PA Q 4 - --- • - -- s I-7 i 2 ] SJ -h 61- - 51 5' I 16.0. I S -I PA n PLAN :25M T1 L LOT 340 [ j N.G. ACCE5510LE Q RESTROOM IN 6ARA6E 1_ I I I 1. I6'c- PARKWAY ESPLANADE SOUTH CONTRACTOR SHALL VERIFY ALL DINOSIONS IN THE FIELD AND ADJST AS H15Z!ma RY NHLLL M MTAINN9 THE DESNN COOT. CONTRACTOR SHALL V3UPY ALL UTTL)TT LOCATIONS PRIOR TO EE6IN MNS ANY AWX AND CONTACT LANDSCAPE ARLHRECT FOR NTH ATIOH R MODIFICATIONS AR IEGES5AFtY. PAVING CONTRACTOR SHALL COOIIIPINATE MYN DRANA6E CONTRACTOR IRRIGATION COMPACTOR AND ELECTRICIAN TO EN%M THAT ALL 5LVEVES AND CROSSIN55 AHC PROJIDCD PRION TO PLA 1NO OF PAVINS. COHNTJ'CTG CTC. VERIFY PRM THE PRO.CGT SOLS, E NSIN EI R THE NEW FOR RWNFOWCNS, BASE MATMNA MU5ATIRtAT10R ETC- POR WALKS, PATIOS, FOOTINGS, ETC. EXPANSION JOINTS (P...J) OCCUR AT BOTTOM OF STEM, ZA^MSE IN DIRECTION OF CADWFMTE WALKS. ADJACBR TO WI-DIM55 AND PIER NON UNCRETE PAVING ASM DI15TINS SIDDIALKS AJD/OR C 11M. THE IIWG E.BOW SPACINS POR E)VAlSION JOINTS IN BALKS IS 16'-W OC. FOR CONTHJ0US WALKS 1.1E_E'S6 ON@tH• I5E FIECOHD4BDW BY SOLS EN4IM!m SWIM JOINTS (S-0 OLCJR W10S S HOPIN ON PLAN AND AS N15CZ.RY TO MINIMIZE AND 6OMTR0. CRACKINS OF CONCRETE PAVINS. ALL CONSTRUCTION SHALL CO POF04 TO ALL LOCAL CODES AND ONDINAN m. 141 PRODLCTION WNJKS, STOOPS AND ORWISMAYS ARE TO RV -ENE A MEDILM BR0014 FINISH. PIN15H SUIVAGE OF CONCETE TO BE 1/2' KNI . BELOYI STUCCO SCREW; VERIFY IN FIELD AND AO1ST 6RApES IF N BC 55ARY TO KMIEVE TNf9. STEP TIQA25 TO BE 12• PLDE (1TPKAL). SIPS deoLPW TPND OR H OIC T06BTHE R AWG TO $tB=VE HHAIORAIL.6. ALL HORIZONTAL C tR FOR WALLS OR PONCES BY OTHERS. RNA TO CML 1546RF M5 RNR. R89R TO CML EMONEMS PLANS FOR LOCATION OF STOPS IF REOARW AT E4ARY STOOPS, 1' FIN/SH SGHEOULF S/7'E PRODW77CW b»ee+l. alt nlc�G ccr.awfiwsN DETA OTRAI FBCJE M ITHH MAMTENONCL COLOR TO BE SELECTS BY OP. DETAIL K 5121 L-1 S2 BATES NC WTS REFER TO ARCHITECTINAL PLAID 5-9 eoD-A-BOAIRD HEADER O TISMPORART CONLRtiE WALK COLOfL NATURAL 6HC'T DETAIL K 51EUT L-1 FM191b SAID OC.ONCtGTE MRODUCTTON YIALK REP6R TO PAIS BY CML -I- OPRO=TTON W4LLTENOM6 FIEFBi TO PRODUCTION PLANA BY OR6A Sl SIDEYAFifl ,ATE DOLOR TO Be SE.WTW BY OPI C R DETAIL M. 5HIMT L-6 O24. 50. PRG -CAST ( WACETE DOLOR. NATURAL BFWY ST&nws FIN5H. LIdNT BRDOI4 O AC. PARKIN, IDT REFER TO CAVIL GNBR®Z PLANS FOR DETAIL SECTION (INCUDES PAFWMG SIO EXPANSION / SCOFte =W BLOCKS, STRIPPING, SI6NAGB• PLT) DETAIL R SHEET L-7 SII PARKING LOT deNAGE er OT1Et5 FILM 2W- 1-07'V40 fl N OCCRIPT)OIN CO.OWP/NASH DErA& 2-I C0LOREP CONCRETE PAVING ZOLOF4 LM SC40F C-21 ADOBE TAN DETAIL K SHEET L -T FINISH. SANG 2-2 COUNTRY COTTAGE PLAY MOUSE BY. 5YENSS N' THINGS (444) 710-749 2�J LOM'/ C COJ►IS 1•tlTl COLOR. DETAIL U. SHEET L-0 ATtVER DGC.WATVE IAOA (3) 125, BY NtLNRLLTUFt.AL POTT PLOTTetY (114) e46 -BBB+ 0.)15 WOOD L'YBBROW 1TELLS OI STONE, TO EC SELECTEDDETAIL A, SH 1 L-5 2-4 LOPOLL W WL PJP. CO. CAP, COLOR TO MATL/1 PAVANS FIELD WOOD N@ECR9, COLOR TO MATCH HOSE TUM 21j LOLL 001 WTIH OPLORATIVE STORE. -W R SELECTW DETAIL D. SHEET L-6 MEL COLE FIELD rgAfiAIN PJP. LOC. CAP, DOLOR TO MATLN PAVING MELD GOLESONORA RA SIIIIE V-2*DIA, Br 57 B (600) 540 -IMI WX 66-25 bAJWlEN BOYI. BY TELTRAL R 990,55 SPLLIDSE. W CSTONCASCADES l (SOD) 420-055 2-0 DECORATIVE GRAVEL CHAM015 E[IGC BY 50UTHYCST BotLPM DETAIL P. SHEET L-1 (1500) 940.1141 DETAIL O, SMUT L-1 2-1 CONCRETE 5TEP(SH C0.0W TO MATCH COCRETE FIELD DETAIL L. SHIFT L-1 FINISH, TO MATCH CONLIQTG FIELD 2-0 COHLIETE CARR PV LOOM COLOR, TO MATCH CONCfR'TE FIELD DETAIL O, SHEET L-1 COlIBLE FINISH TO MATCH CONC@TE MELD COBBLE. SONORA SHINE 1•-2' DIA_ BY SOLITI'E5T BOLDM (600) a -1141 2� LOW MASONRY KOLL YV PJP. STONE VEMEM. TO R SELECTED DETAIL 6, SHEET L-6 CONGReTE CAP PJP COWL. CAP. COLOR TO MATCH FAVINS FIELD 2 -IO CNLRT -ATE REFER TO PLANA W ARCHITECT 2 -II 0 DECORATIVE URNS PLA6N CEM LFOI, (2) OLART 106, BY ARCHITWTVIAL P177'TE9zT (114) M59664 PLAN le4w LOT 994 3yNEOL OBC4UPTRON COLOWSPOESM DETAIL I -I COLOFlm CONGFCiE FANN6 YITIH COLOfO --1--2-- DETAIL K SHEET L-1 DIA60NAL 5COM PATTHON FINISH, SAND I-2 LOW P.A/Nf6t MRALL COLM TO MATCH HOUSE MSE STLNC<O DETAIL 5. ^JEST L-5 FN15H4 TO MATOM ARCM, SPA WITH SFlLI}1AY IMO PIAl9[ LINE TILE, 6.50. Or 106, BY DETAIL V. SHAT L-6 POOL CLASSIC TILE F MOSIAC (614) 284-6456 PLASTER. FRBCH 64MV I-4 I]' %615' LM POOL WATER LINE! TLL Z 6. 50. CP IDB. BY DETAIL I. SHEET L-6 CLAPIC TILE I MONAC (614) 294-64M PLA.STIM, MFZCM GFCY ISS DECORATIVE VINE RACK WOOD COLOR TO MATCH HOUSE TRIM DETAIL 1 9HE'ET L-1 I-0 DEGORA.TIVG 6R/1VEL PALM SPFUNSS SOLD 5/15•, BY 50VTWBT DETAIL P. SHEET L-7 BOULDER (600) 940-1147 DETAIL O, SIFT L-1 I-7 CONLfCTC STEP COLOR, TO MATCH PAVANS MELD PETAL L SHEET L-1 MN9HH, TO MATCH PAVANS, FIELD I -B N4ASONiY PLASniR COLOR, TO MATCH MORM BASE STUCCO DETAIL 5, 5H WT L-6 I -Q FOOL EOAPHENT LOCATION POOL AND SPA NOTES, 1. 01251 INTENT, M P00. AND SPA DATA CONTAINED ON THE CONSTRUCTION RNA• DETAILS AND NOTES H6EIN IS FOR THE FVFW-OJ: OF SMECIPT1MS THE FINISH RHSICAL APPEARANCE OF THESE INPROVBlNT9. 2. MELD VCUFICATTOM. M OOMRAOTOR SHALL NOTIFY THE O'I E R (JOB SLPEMMTCNOENT) AND LANDSCAPE AWATEOT OF ANY g9C MPANGIES, WrMMEN M MIO. PETALS, AND NOTES. 5. LIC08P THE PO0.151FA C4MTRACTOR SHALL R A O-55 OALJFOtNA LIOBCID SNMVNB POOL CO TM14TOM 4. SHOP AND 214SIMMUN6 DRAWN6S, M CONTRACTOR SMALL PROVIDE • 2P AND GNOIN CEPI ORAYI14505 AFFROVm AND DESI6N W BY A CALIPOO/IA P0615TI9R® STIRMTRAL ENSI E15R• HECHANCAL ENSI'CY AND GPCTUCAL @ M!Elt FON ALL ABPMT9 OF A C009 -LER OPINl81 POOL/SPA INOUD® IN THESE DRNYNSS NCM IDOATONS OF BTEP9• SEATS• RASED BOND WANTS, LIbHTNb. 5FOVM 5MSaM .CTS. ETC. 5. WFOP1 B7lDINSAEALTH COVE. 141 CONATMICTION AND POP001NLSHIP SHALL COMFOFB4 TO THE CIBRENT ®ITION OF THE UIF0N01 EIALDIN6 AND HEALTH CODES. 6. APPROVALS, PlOLSPA CONTRACTOR SHALL R FAWILIAR YETI CITY, COI.NTY. STATE AND ALL APPLICABLE CODES AND SLIS 4 ALS AND SMALL PROVIVE ALL IFLC9SARY POOL/SPA GAIN IMMIS SOP DRAYEN" TO GAM 60VE RING ASE NCY APPROVALS AND F86IT5. 1. OPI ETR SHOP VKAYIN95 REVIEF4 CONTRACTOR SMALL PROVIDE 5Ut (6) SETS OF POOL AND SPA SHOP AND E NSINE MN6 DRAPINGS APPROVED AID 516 El A CALIFORNIA MESIST9ED STIMYLPAL &WMMR TOM DIMMER (.NOB 5UMMUNIBDBR) F'OrR ICVIM PRIOR TO A6QNCY SI.NWTTAL 6. SOILS TORT, ALL 5LB6RADE AND POIADATION PR9AAATJON SHALL CONFORM TO THE !,a TJRAL SOLS INVESTIGATION REPORT AS P 0120 MY OF18C M. NOTIFICATION OF DISOEPANCIES. POO- CONTRACTOR SMALL VMPY 141 CONVIITIOS AND DIMENSIONS SIHOPEN ON THE SITE POOR TO C014 4EWANE Ni AND AT ANYTTNE PMNIO COR5TaCTION IROER THIS CONTRACT. 10. CONTROL SITE. 141 MAJOR NCWSORTAL AND VERTICAL CONTROL DATLM POINTS SMALL BE PROJIDW EK M OYIERS CML EWNCI R 5LARVH' CREM. 11. KOT9t SEAL, P00.AYA CORROCTOR SMALL W n0 SEK BETFEEMM GOPNS/CANTIL ENIERW DECK AND BOD RAM ON POOLSPA- I2. ELECTRJCAL CON MMTION % ELFLTRLC•OL SMALL R STTIVIVED OUT IN POOL/SPA KiAMEN T ROOM OR POOLrPA GGARBNT LOCATION AWE . ALL COIECTIONA TO EOAPHOR SHALL R SPY POCA-ASPA CONTMACTOR. S. COHPLEM INSTALLATIO14 POOL/SPA CONTRACTOR SHALL R RESPONSIBLE FOR ALL CONNECTIONS AND MU"IONT AS RGOUIRW FOR A COTLE OPSiACLE POOL AND SPA SCALE: llmw-- - � (? 0 B 16 24 92 NORTH imp LRAM36WM • FARTNEM INC 4vmN•.WI As[MNIF J4tW maT N•DNHuy, THAN m DrxaHONT, " cRE-R•RF M 4nTHHR rA1R! Aovt JA 65[4, mor CAU =,J-mg. Dna/or Me ""i"' DGoifi"'ons re th, lnwe Droeeny of F --/Summon k NDreny. HK. Dna U,Gn use Drla Ou6fi- w'shou eD ,e>frklea m IK �, e:nDl de ror:cn mo pe�r•a. Re- mDcwn w d. 0''ey an GUwo.:n 0y t>art. ' DrDNPIed Bal om Fare 1,^en Summer, •nh NurDny, ulnc 0 Z C6 W 2 S ' G N z O Z 000 M W 0 a Z 5 s a Z co Q W LL Q N� U d 0) Lu 0 O mo2 °32 CONSTM=ON LAYOUT NF DRAWN MEM OEC® PCMM DATE 11.25.02 IDB NOL 261066 CAD RF 06 SH M NUAIBHE L-4 a w s�Ts AMEW f1DI.EtU1UaR • �ARMRt K W�lGIF AT0IIFCIS YIt9 ODAn NOtwAT, MT IDo DANS 1'Dpf. G4/OWE W>! OA AU•tAs AR b•0 Assn a �,NUSC4PF 4�4y WP'y '16�C1. Yy g n a � a sr �Df CAIIF� Th I. and/or Uw ponying,-i'KWi- �ee Ine rJusMe pmptrly I rw�/Summe�nc 6�uurWq. Inc. Ihe4 pubfr- cown coc Twined m the onglna1 . •i a tar rNcn tnay e peparM. er"repo- a�almn « wbr ocoa ar pay maned, m m part• u ron pib;lRd -ptby written permituion 1 m Toreum/ Summons kr MurpnY• Int. CONSTRUCTION DETAILS DIDQ® )„IP DRAWN MEM oualm PGMH CATE 1125.02 Pill NQ 061066 GAD RE SEfFr Nuh4m L-5 OF Iq 9Q£7S I. 4• x 4• TRS -1.15. 2. 4• X 12. GRAB BEAMS. 4 x 4 TRM.05 9. 4• % Id GRAB BPJ.F9. 4, e' ea. P05T W/ ROVF® C4F"3mi. DETAIL 4 x 10 eEAM 4 % 11 BEAFB A 4' N16N 5TVCO0 PIIASTIM SCALE. ,. • 1,-0' 4 ti 4 CE 6. 015WRATNI! 11RK UM rNSH 10'!' 10'-0' T. STUCCO WALL- 4]•-I• e. 4'1416H STVCOO PLA5TOL a -r4 �.RM1914 GRADE W. OONGIPTi FOO . 8883 TO STRICTLRAL EN6114myYN6. 1 I 4 I2• 12' 1 I]• ALL C4NEOTk0N% POOTM85. FOOF DEPM REIFPOROMS STEM, M. Form TO ] B STRUCTURAL EN6MEM DETAIL 2. ALL r100D TO Be RI SAFN DOUGLAS MR yVTN N GOAT PRnI Nm F2) FIMSFI OOATS REFER TO MMSH SCFfDLLE S 9. PNM OR STAIN WOOD TO MATOM A .JALBTT ARONITuc7v e O 4 , 5 4, ALL YlTAL MFtV VM TO BE 6ALVAML-D. 6 W-4' 9'-0' 9C. -Ce. EA ALe� I/4' • 1'-0' TTP. TTP. C Q I 1 Sive VIEYF , SC --LE. 1/2• • 1'-0• I 5 ]4' 7-1 2'-1• 7-1- L J PLAN56• I 4 4 4 ] fL 4 SCALE. 1/ S l0•-5• Ids• Ian• - 7 4 4 ev. eo. PLAN VIf7.1 I - - - El 4 e � 0 rt E 1 1 SCQ-En /2` 1'� 3' 2' , 2 B SALES OFFICE ENTRY I. ]' x 9' LATTiLe QI eD6E SPAL®0 6' OL. 9 LEGEND 2. 4` x b' CROSS EVAM3, NOTOM V INTO � BG OIa CYT TAILS AS SNOM S I 6 I 3 1. DECORATIVE URN VV5AUCER. 5EE 6. IRRIGATION FEED LINE 5. 4• x Id DOUBLE 60AS SEAn c TAIL -5 A5 SMOM 4 • 1 FINISH SC+IEPULE 9. POUR -IN-PLACE CONCRETE 4. 6• x 6' POST y6TN v x 5' pL -ONB. it 2. 16. 50. COLUMN BLOCK WITH STUCOO FIN15H 5. LO" MASONRY WALL 5M5DCTN1@-0 L 6. 5T L o 5 I I 5. 65 VERT REBAR AT EAOH CORNM 10. CONCRETE FOOTING 6. FIMSN 6RADE T 9' ]{• ,. 7 %BASE PLANT ONS 4. -3®UC HORIZ. RAR It. STUCCO SCREED 6 3d B. 4• x e• DeC.ORATIvE OORm!L PLAN VIEW 5. TILE CAP. SEE FINISH SGMEDULE. 1]. FINISH GRADE SCALE. 1n• I'-0' 6. 57UC40 FIN15H WITH EASED EDGES. 15. COMPACTED SUBGRADE ALL WOOD TO EE 545 SELEOT OOUSLAS 1. CMU BLOOK PIR WRN A) GOAT PRIKBR AND 12) FINISH WA15. PNMT To Be MITE OR MATCH Nom TRIM. (4pFEOWBR TO 9ELEOT. ALL'CTAL H-J;a 4tP TO ee BALVANI2® O 61 I 11 3 REFM TO STi6lCTLR.AL ENSIM39UNS PLANS e1 MR RNGRUN6 RmwRe4wm POR POOTIN55. 1 6 RETA'M"6 "ALLS SIDE VIEW RETAIK ILAAW 5GALE: 1/2" = I' -O" f I I - 5 e SECTION / ELEVATION VIEW I IRI 11 { 5GALE, In• .1.-0. Ib' 19 SECTION VIEW SCALE, 1n• - 1'-0' 'cl LOW STUCCO WALL NAGCENT URN AlWOOD EYEBROW TRELLIS AMEW f1DI.EtU1UaR • �ARMRt K W�lGIF AT0IIFCIS YIt9 ODAn NOtwAT, MT IDo DANS 1'Dpf. G4/OWE W>! OA AU•tAs AR b•0 Assn a �,NUSC4PF 4�4y WP'y '16�C1. Yy g n a � a sr �Df CAIIF� Th I. and/or Uw ponying,-i'KWi- �ee Ine rJusMe pmptrly I rw�/Summe�nc 6�uurWq. Inc. Ihe4 pubfr- cown coc Twined m the onglna1 . •i a tar rNcn tnay e peparM. er"repo- a�almn « wbr ocoa ar pay maned, m m part• u ron pib;lRd -ptby written permituion 1 m Toreum/ Summons kr MurpnY• Int. CONSTRUCTION DETAILS DIDQ® )„IP DRAWN MEM oualm PGMH CATE 1125.02 Pill NQ 061066 GAD RE SEfFr Nuh4m L-5 OF Iq 9Q£7S 24• NOTE, OWA Idlr. GIlQI1A 1ti71 bMl waw rAv batl w1n vu°sc4n �p NOTE. NOTE: ID• L � SHED MA11ONN PERTTAININ6 TO THN6s, 1 LEGEND GONTRAf, TOR TO PROVIDE SHOP DRAMN& FOR ALL INFORMATION PERTAINING TO THE SIZE OF SIZE AND LOCATION FO TINS, SIZE 5 2 1, DECORATIVE URN -SEE FINISH SCH�DU_E. ALL FOUNTAIN MI HAHICAL INLUDIN& PUMP, DRAINAGE PIPE, SPILLWAY, OVERFLOW, ETC. CONCRETE FOOTIN65, SIZE AND LOCATION OF REINFORCING STEEL AND ANY SUBBASE it STEEL AND PRIOR TO GONSTR11GT10N. FOR FREE TANDIN6 MASONRY RF�j_g ANY 5UB-BA5E REOUIREF¢Nf'S `l 4 2. POURED IN PLACE CONCRETE GAP. AN PI WALLS AND PILASTERS TO BE PROVIDED BY (' FOR FREESTANDING MA50NZY 1- _ _ _ - -3. STONE VENEER STRUCTURAL ENGINEER. n 1 2 WALLS AND PILASTERS TO BE w 2 PROVIDED BY 5TRUCTURAL 5 4. C.M.U. CONCRETE BLOCK, &ROUT CEI 5 SOLID. I I/2 I EN6INEER tj 9 B 5. METAL MASONZI' TIES AT 16' O.G. �'b• 4 1 q 6. CONCRETE FOOTINC, SEE NOTE. 1. VERTICAL & HORIZONTAL REBARS SNNW AS �'-4• ]' 1 REFERENCE �O D• �O I I 6 4• ONLY. SEE NO'T'E. 2�� IL e w q. COMPACTED SUB6RADE. - - I 10. FINISH GRADE. _• B DT SECTION VIEW SCALE. 1•1'-0 C� 11I I JII I. CONCRETE PAVING -SEE FINISH SCHEDULE. W rI11-i1 I> =I-I I_I=III 1 _ 12. BRASS SPILL EDGE - SEE FINISH SCHEDULE Q iI i-�-lI T - IEEE -LITI-1 II-_ 13' WATER `IHS g2oo 0 r =1 � I�-;III_ 1-I I I- 11 14. R1MP - OONSTRUlanON I. POURED IN PLACE CONCRETE GAP. 5EGTION 12' I2" DIA. 12' 10 15. P.VC. PIPING 2. STONE VENEER. N.T.S. 16. DECORATIVE GOBBLE DATE 11.25.02 9. VERTICAL HORIZONTAL KEBABS SHOWN AS REFERENCE ONLY. SEE NOTE. 1. DECORATIVE PEBBLE - REFER 1. RECIRCULATION& RUMP ° SHIEST NU AWR L-6 TO FINISH SCHEDULE, SHEET L-2 B. AUTOFILL LINE 11. GRATE 4. C.M.U. CONCRETE BLOCK, GROUT CELLS SOLID. 2. WIRE SCREEN 9. FILTER FABRIC 5. GROUT BLOCK 3. WATER LEVEL IO.COMPACTED SUB -GRADE ELEVATION 4. WATER SUPPLY LINE, 11. DRAIN LINE AND OVERFLOW 1T - SCALE. 3/4' . 1'-0' 6. CONCRETE FOanN&. SEE NOTE. SIZE PER RUMPSTAND PIPE 5. DECORATIVE URN - REFER TO q u� ID 1. COMPACTED SUB6RADE. FINISH SCHEDULE. SHEET L-2 6. CONCRETE BASIN SHELL SECTION VISA B. FINISH &RADE. WATER PUMP SCALE. 3/4' . 1'-0' G LOW MASONRY WALL F BUBBLING URN A/DECORATIVE GOBBLE D GOBBLE FIELD FOUNTAIN PLAN 2BWL I 2 I 9 4 I. WOOD FENCE - REFER TO DETAIL I 2. I % 4 WOOD TRIM, TOP, S SIDES AND BOTTOM AT FRONT ° 6 5. 2 X 6 WOOD GAP. / 4. LOCKING METAL GATE 2 LATCH. 4 5. 2 X 4 FRAME BEHIND, I / TOP AND BOTTOM. D 1 6. TWO (2) HEAVY DUTY / it METAL T' TYPE HIN&E5. B 1. 1 X 6 VERTICAL BOARD'. (Burr JOINT). 2 B. 2 X 4 BRACE BEHIND 9 q. FINISH &RADE. m PLAN VIEW ELEVATION NOTES: 51 -ALF: 1/2" = 1'-0" III = I -O p ' ALL LUMBER TO BE RE5AM DOU6LAS FIR PAINT AND 2 FIN15H TO MATCH FENCE. D E D � 4 A 1 H 51DEYARD GATE I 12' MIN. 9 ea e � n 3 ¢+fA• Ao.� o 0 �L 2' i1 i=111-1 �i VIII"i l! 4 ELEVATION I -a I -q I -a Iw• n e lal 5 51 -ALE: 1/2" 6 SECTION LEGEND 1. DECORATIVE URN W 5AUC-ER , KPIq-B, BY, ARCHITECTURAL POTTERY (714) b"-9354 10. FINISH &R, -OE / PAVING I "=I 2. DECORATIVE URN W/ SALICBL OLART 10q, BY: ARCHITECTURAL POTTERY (114) Bq5-535q II. WATER LEVEL 1. CONCRETE PAVIN& (REFER TO 5. CERAMIC POOL TILE (REFER 3. FIELD 11 WATER TILE. b' 50. GP 104, BY, CLASSIC TILE ° MOVAC (61q) 25q-6453 DETAIL SHEET ) OR 70 FIN15H SC+EDUL.E) TURF. REFER TO LAYOUT 6. BOND BEAM AND PLASTER PLAN FOR ACTUAL VARIATION. 4. DECORATIVE MEDALLIONS : 6' 50. FED 401, BY: CLASSIC TILE M091AC, (619) 239-6453 BY POOL CONTRACTOR 2. EXPANSION JOINT REFER TO 1. COMPACTED �6RAVE AND EMITTERB S. INAT TOTAL, BY, GL.4V IG IRON SUPPLY MOV351-0400 DETAIL SUB -BASE MATERIAL (REFER .ROUTPUT PIPE 5 � PER PUMP FITTING.) 3. PRECAST CONCRETE REPORT) COPING TO SOILS TO MATCH ADJACENT CONCRETE 6. STUCCO PILASER - SEE FINISH 50HEDULE FOR COLOR AND FIN15H PAVING 1. 5TU000 WALL - SEE FINISH SCHEDULE FOR COLOR Alm FINISH 4. 4' THICK CONCRETE COPIN& WITH 2' OVERHANG NOTE' B. LOW STUCCO BASE - SEE FINISH SC MXLE FOR COLOR AND FINISH NOTE' CONTRACTOR TO PROVIDE SHOP DRAWING' FOR ALL • REFER TO SOIL5 ENGINEER`S FOUNTAIN MECHANICINLUDIN6 PUMP, DRAINAGE PIPE, REPORT FOR 51ZE OF q. POOL GOPIN6 - SEE DETAIL 1, THI5 SHEET SPILLWAY, OVERFLONI, ETC. PRIOR TO CONSTRUCTION. REINFORCING STEEL. I 1 POOL COPING E DECORATIVE STUCCO WALL ste�mrtavin ° rA[naq K IAr�CAIE AaWRCl1 Ll9 COAST 1aOM'Aa', fUR IOU OWA Idlr. GIlQI1A 1ti71 bMl waw rAv batl w1n vu°sc4n �p 4�OF CALtF�F 1xcomOro.fng �OnOTor the pcnyi„y I>ao ,ccuom e Oro Nua;"O OroOvtY I Forum/$ummrp @ Nuny, o,N tntir uo Oral TWO m b Ire rn4on ahN . nal .6 o�, ito for : n Nvy ain01 pe'U' N r -um. y "y ma lion wer tion h mb;t ;n nae i wlil p --i e, opm �-:Im/ Oermiaaion 1. aloe. $ummera h Nurphy, Z 0 Z c6 w 2 iz Q o f Q W W Z O a I IL w Z 5 5 a Z W LL Q N V Q g2oo 0 Q 2502 OONSTRUlanON DETAILS D®Q® Ap DRATIVN MEM OffO® PCMM DATE 11.25.02 JOB NIX 261066 CID FILE SHIEST NU AWR L-6 OF Iq SHITS I. BEND -A -BOARD WADER REFER 70 DETAIL Q 5WET L -T 2. FIN15H 61RADE - TURF OR SHRUB AREA S. FINISH &RADE - GRAVEL, Db., OR COBBLE - REFER TO FINISH SCHEDULE ON CONST. PLAN 4. PLASTIC STAKE, REFER TO DETAIL 0. SHEET L -T FOR SPECIFICATIONS 5. WEED FABRIC I. FINISH &RADE - SHRUB AREA. 2. 1/4' RADIUS NOSE TYP. 5. CONCRETE MOW CURB W/ WITH MEDIUM BROOM FINISH, 5GORE JOO.G. AND EXPANSION JOINTS O IO' NTS O 20' O.L. SECTION SCALE: 3"=1'-O" 4. 15 REBAR CONTINUOUS. 5. FINISH &RADE - DECORATIVE &RAVEL. 6. COMPACTED SUEI&RADE. I. s3 NOSE BAR 2. EXPANSION JOINT - REFER TO DETAIL R SHEET L -T 5. REFER TO 6RADIN& PLAN FOR NUMBER OF R15ER5 4. CONCRETE PAVING (SEE FINISH SCHEDULE) 5. CONCRETE PAVING (SEE FIN15H SGFgDULE 6. In' RADIUS ON NOSE OF '(READS T. STEEL - REFER TO SOILS REPORT SECTION I "= I' -O" 6. LOMPAGTED SUB -GRADE 9. SUB -BASE MATERIAL - REFER TO SOILS REPORT NOTE: ALL WOOD TO BE ROUSH SAWN OOU&LA5 FIR WITH (1) GOAT PRIMER 4 (2) FINISH GOATS, PER FINISH SChfED1UL.E ELEVATION 1/2"=I' -O" I. 2 X 4 (6) GAP FVEND GUT, FRONT AND BACK 2. 1 X 2 TRIM ON ALL 4 SIDES 5. 2 X 2 FRAMING ALL AROUND, I AT MIDRAIL5 O CENTER PANEL, MITER JOINTS 4'-0' 4, 4 X 4 POST S. In X I' LATTICE O APPROX. 6' OL. 6. In X I' LATTICE O APPROX. 4' O.G. T. FINISH &RADE 8. 12' DIA. X IB' DEEP IPI DECORATIVE GRAVEL IDI CONCRETE CURB IL I CONCRETE STEPS IJ I WOOD VINE RACK I FINISH CRAOE• DECORATIVE MVM FINISHED (REFER TO FINISH SO4UR ) �E FACTORY TVRf/SHRINE IIF•R�'. 0=tlis AI• U AREA q --D p-R=OL=II•'FI IBA=A= Ralll=DaE1 SIJP JOM ��tl9 .R 7 Oil CALVIN® SEE CHART O �NSEE QWif fi1R VA)IH�MR GAP BLASTIC ODYN PAS11C 1EIDER sEaroNo� FB�� °'W" T RASfIC STAKE O ]' O.C. YAK. USE T G- PUTED DECN SCREIYS CALYAN FOR ATACHW r STF'Tl SFE Ch FOR Wt SEE CHIT FOR MAX CROWN LDNCM � SEE CNWT FOR SEXXMUM RAdlb SFE CHART FOR MAIL CROWN 1ma(T FILVATIDN CROWN O MDESONS RAN Nat ACTUAL FWOMUM RADIUS MAXIMUM CROWN GNNID S M SUE DIMENSIONS P'OSSIIE POS93LE JOINT DIMENSIONS 1.4 3 1/• 3/4 24• / 20 4• 1/2• /2 !•!144 3/4m 11;3 2tKrA 1t1 /22'' •a• 1 1�'Y • 2 L1' 5 3/4 !6' 24' 1 �/20'1/ W/20'J/4' I 13' • I! I/2 - 3/4' 246 5 1I Y 6'30• NA 3/4, NA YWYFALIUILD ER: EPIC RASIXR 16 I AR[XAI TRACT NO.. IICHMUND. G Y l PH % (510) 235-0770 E E­epIcpkwUel.wm In SUP JOINT DETAIL NOTES: I. COLOR OPTIONS w�'N (sToac � sPECA1 ) 2 INSTALLATION TPS -USE COARSE WOOD WORKING TOOLS FOR CUrIINO AND DRRI.IIO. -USE PLATED SCREIAS OR ROTO SHANK HAILS TO JON 864R05. -ALIDW FOR THERMAL DIPANSION THE SUP BY IFANNC OAPs W JWTS OR AT THE END OF THE RUK -00 NOT SCREW THROUGH SLIP JOINT. LEGEND I. STUCCO WILL SEE PHI 5H BGIFDULE. 2. 5WX.0 PILASTER SW RN1®U SH SCLE 5. FINISH ISRADG 4. 9/6. 50. TL9LAR STIR PW4WY5 0 4 V2' OL. S. 1 In' X 2' TI.6A-AR 5T7$ SAM FRAIL 6. GANWADSE RC4MT CASTHS 17851.(4) TOTAL BY 01. %G IRON 5LPPLY (404) 551-0400. T. CAI! BOLT. 8. 6ATB LATGE 4. PICKET COLLAR 4665.1E (4) TOYAL BY C4_49VC IRON a JILT (909) 9N-0MOD IQ 15) HEAVY DDTI' 19145. 11. HOUSE YIA•LL. ELEVATION Q I BEND -A -BOARD HEADER I M I PLAN 3AXR COURTYARD WALL & GATE I EXPANSION JOINT 515CTON vn5r SCORE JOINT SECTION VIEW SCALE, 1-V2' • 1'4 Lc2cw- POLY5TYlRXNE JOINT CAP OVER EWANN 6. REIPORLIN4 ST®. - P039M TO 501L5 ELEVATION 1/2"=1 FOOTING AT CONCRETE BOAIW. REMOVE TOP OF JOINT LAP ENOINUA5 SPECIFICATIONS FOR SIZE AND 9 PRIOR TO CADJCII4. (SEE NOW LOCATIONS 5ECTION5 2. 5/6' KM FILL DEPtH ASRIALT 1. AdIGNMAre BARB - REPM TO BOILS 5 I , = 1'-O" 6AlLRAT9 FOM V PAJ4ION BOARD RETGRf S. CONCRM PAVINS 90 FINISH SLIEDLLE 6. FINISH 6RADB 6 SHWT L-7 9. c01vAGTm 5I•36RADE - 14eaA TO 5au I. 1 -In' DIA. BALL AND GAP 4. V4' RADIUS -,ALJ. E OSM REF40RT � 2. 1' X 1 -In' TUBULAR STEEL. RAIL 4. DEGORATI VE COVER PLATE I AT TOP AND BOTTOM OVER BRACKET S. 9/4• DEX 5ro• KDE O4AxU SCORE JOINT Q NTH V4' RADIUS EDGES IIH� OCCURS -III �, a i o n 0 0 0 I I I 9. 514'X I' TUBULAR STEEL MID RAIL 10. CONCRETE PAVING Sec CONSTRUCTOR PLAN •- ----I---I--I NOTES, I. APRT' I/2' DEEP JOINT SEALANT (CAiA.XII4) INTO 6ROOvL SAND IN KTH 460 SILICA SAND. MATCH COLOR OF PAVING. 7. EJWANSION JOINTS M 14ALK9 TO OCCUR AT CHANGE IN DIRECTION AND H ERE NEYH LONG RETE PAVING A8UT5 rASTA16 51171! 5 AND"R 0005. THC'. REC014MOm® SYAGIN6 FOR EXPANSION JOINTS IN MIL" 15 16' OL. FOR CORTIAX" YOLKS TALE S OTHMOVSE RBC4X44EHNCD 13Y PROJECT SOILS 941NE8t S. REFER TO BOLLS ENGINEER5 REPORT FOR KN64M TYUCI®6 OF CONCFQTE Alm RERFORCU4 STML 513 SECTION I"=1: -Orr I. FINISH 6RADE 2. 1/4' RADIUS ALL ED6E5 5. CONCRETE PAVINS REFER TO FINISH 5C eEDIIL.E ON C.0157. PLAN 4. 5/4' DEEP X 5/8' WIDE (MAX) TOOLED SCORE JOINT W/ 1/4' RADIUS ED6E5 WHERE OGCl/RS. REFER TO CONSTRU`-TION PLAN. 5. REINFORLIN& STEEL - REFER TO SOILS REPORT 6. EXPANSION JOINT - REFER TO DETAIL R SHEET L -T. T. SUB-BA.pE MATERIAL REFER TO SOILS REPORT 8. GOMPAGTED SU56RADE 9. I' MINIMUM, 2' AT TURF AREAS REFER TO SOILS ENGINEERS REPORT FOR MIN. THICKNESS OF COW -RETE AND SIZE OF REINFORGIN& STEEL. 4. 1 -In• 5MARE TUBULAR STEEL POST O 5'-0. O.G. 5. In' 50. TUBULAR STEEL VERTICALS O 6' O.G. WITH 5/4' DIA BALL ON TOP O 12' O.G. - AS SHOI'PN 6. FIN15H GRADE T. GONGRETE FOOTING 8. METAL L' BRACKET. BOLT THROUSH POST WITH (2) BOLTS. MOUNT TO CONCRETE WITH (2) BOLTS AND POR -ROK OR APPROVED EQUAL. SET PBJPENDIGl1LAR TO FENCE. NOTE, ALL WELDS TO Be CONTINUOLUe AND 6ROI11HD SMOOTH, PRIME AND PAINT (2) GOATS (SEE FINISH SCHEDULE FOR COLOR) R 1 EXPANSION / 5GORE JOINT IN I CONCRETE PAVING 1<1 IRON TRAP PENCE , I _■V 9YIifdWlllY • 4A[4am K 1,1103[41[ A[OIRCTS ]RIO COKI NOWAY. SIA1F 104 84N1101(1. CNNNM40B OM 46T1Y IK M 461M p �HDSC4p Y' 1L W4P,Af�4 G 16 �S l�G dr l� 4 OF CAO Thp dry ll aM/ar Ne pcc he Inyp;nq ppYcifut;onp Fe m hniw roperly o . -/Sunman 6 Murphy, M. a,tl Ilrcb uta and puDD- a4wn TH4D ha reNucd m Ina original ;la ler .n;an Ucy n prepared. Re-uee. reDa - ducl;oa or wUGaol;an q r,y matMd. ;n .nae aW oarl, b pronlalea a.1- Para / Pemn¢a,on m/ SummcrP d Murphy, Ylna. z Lu O W G Q NIU QZO ��uEL F zol o o ui z 5 s CIL z DC WLL Q (y U 1' O COR o' TL1 HQ �g0 DESCRIPTIONSHEEr CONSTRUCTION DETAILS DF90® Yp DRAWN MEM dffaED PGMM LMh 11.25.02 RM NQ 261066 CAD FELE SHEET Nl1MBBl L-7 (% 19 9�T5 146/aLl�1[N11' � tMT1ll; K WOlf/eE NWIECR L9 �lfspWl� Nlsl[>m 6�Iw 1'OMI, fN/Oeiw 0D f>»0 pow rK BA warn �nosc4p �4�' WM�flpC 5 � OrCA F��S me.e a.e.�r'ye cna/o. the pe.1 F..:� spear IM a wive property OI Factum/Summers h flurpM, rc. ab Vl be use co ce..t,.n sld, be reathI tft pr�ymd ile for .hien ry I: prepvrN. Re -use, pto e On :Me 01 yy tnx..n We o pron,pltea pl py .rite eslen perm n from Smn $ Murphy. I '111'1 U Z_l YJ cW G IM 0 0Zcc Z 0 Z0 01 0. W D Q Z g s CL z CC w ° Q �v V d y �Sw 0 §00 i °5$ CONSTRUCTION DETAILS DalQ�W rp DRAWN I„� tea® MMM DATE 11.25.02 j qNa 261066 UD 066GD ABET NUMBER L-8 OF 19 %UM 12• MIN.- 30• �II 1I. 2 GROWN GAP TO DRAIN - T e' Y 2. H• X 4• X 16' CMI/MU m v 1-1/2' 2' 2 X 21 X 16• L 5 SPACER I ryi _ n m 1• I 4. 16• X H• X 16' CM) COLUMN . 5 I I 4 BLOCK - .. 6. HORIZONTAL TIES AT - 6 d 6 S. (4) W VERT. REBARS. (I) .... � � .. . ' SECTION° EACH GORNM &ROUT 7 SOLID. BEND RE5AR IN 1"=I' -O' FING j" I 8 1 OOTSTL1l FINISH OVER - I WN =BROGOAT, COLOR I - Q AND FINISH SEE FINISH O TE COPING 3. CERAMIC POOL TILE (REFER I. PRECAST ADJACENT TO MATCH ADJACENT GONGRE'fETO FINISH SCHEDULE) _I� Q I -- - SGF�IILE' 2 PAVING 4 BEM AND - - - 8. ° 10 FINISH GRADE BY POOLL. CONTRACTO13OND 2. CONCRETE GOPINH6 R (r II -i . 9. ASPHALT EMULSION BELOW 3 _ _ PE I NOTE, iI1L '� ° 10. CONCRETE FOOTING WITH REFER TO SOILS EN&INEER5 1 Tl i'- - �' I' i-'!- - (3) 64 HORIZONTAL REBARS 1. 5TLe" GAP 4 PILASTER REFER TO DETAIL T. THIS SHEET REPORT FOR SIZE REINFORCING STEEL.L. EACH WAY. 2. STUCCO WALL W/ STUCCO GAP, REFER TO DETAIL W, THIS SHEET 2'-6' 50. 3. FINISH GRADE PILASTER SECTION ELEVATION I .,= I' -O" I n= I' -O„ X SPA COPING T MASONRY PILASTER S LOW PLANTER WALL 4 PILASTER b ry I. CONCRETE STEPS - REFER TO u: I DETAIL L, SFT L-1 ry ILA- I/2I' 2 2. CONCRETE PAVING - REFER TO DETAIL N, SHEET L-1 5 3. DECORATIVE GARDEN BOWL REFER TO FIN15H SCHEDULE 7 4 4. POURM-IN-PLACE LONGREM _ GAP - REFER TO FIN15H 5 SCHEDULE Q 5. STOVENEER - REFER TO ry - NE INISH SCHEDULE 6. 16• X B• X 16' COLUMN BLOGK m WITH (4) 5 VERTICAL BARS H ONE AT EACH CORNER - 6ROVr CELLS SOLID v 9 - 1. IRRIGATION FEED LINE A 8. 6RAJT BLOCK 1 I --I - - I' I •1 1 - I i- 1 -I III I III It. FINISH Ci ! II=III I -I III il•-II'- III-iIl III. 10. CONCRETE FOOTING -_ 111 III = ° -_ 1- 10 11. COMPACTED SUB6RADE • _,,. =.1,- II 1 I� IIi III 77 1 III -III 11," 1 III=III l j -_- 1 j ' -11--t NOTE, REFER TO STRUCTURAL EN61Nffi1146 PLANS FOR - - - - - - - - - REINFORCING REMIREMENTS FOR FOOTIN65, WALLS. 16' SECTION/ELEVATION PILASTERS, RETAINING HALLSC SALE: 1°=1,-O„ AND RETAIN16 PILASTERS. U LOW MASONRY COLUMNS WITH DEGORATIVE URNS D' 1. CROWN GAP TO DRAIN 2. H' % X 16' CONCRETE 9 5 BLOCKK GAP � I 3. 6° X 8'X 16' CONCRETE BLOCK 4, STI)GGO FINISH - COLOR TO 7 - 2 BE SELECTED BY OWNER 7.4 5, ASPHALT EMULSION BELOW 6 &RADE ryFINISH1 - -- ^ b. DE 4 0 0 7 I. R6� FOOTIS ELEVATION, -- 5 B. C0WACTED 5UBSRADE LEGEND ry 1. POOL OOPIN6. SEE DETAIL I, SHEET L-6. III • °• i1Ti'1 2. WATER LIME. 5. WATER TILE LINE. SEE FINISH SCHEDULE. 16• -� 4. POOL STEPS. 5. PAVING. SEE FINISH SCHEDULE. 6. FIN15H GRADE. 1. PLASTER WALL SECTION H. WATER SPILLWAY. GUT TILE TO FIT. I'.=I'-O" 9. SPA C.OPIN6. SEE DETAIL X, SHEET L -B. W LOW MASONRY WALL JVJ SPA W/SPILLWAY 146/aLl�1[N11' � tMT1ll; K WOlf/eE NWIECR L9 �lfspWl� Nlsl[>m 6�Iw 1'OMI, fN/Oeiw 0D f>»0 pow rK BA warn �nosc4p �4�' WM�flpC 5 � OrCA F��S me.e a.e.�r'ye cna/o. the pe.1 F..:� spear IM a wive property OI Factum/Summers h flurpM, rc. ab Vl be use co ce..t,.n sld, be reathI tft pr�ymd ile for .hien ry I: prepvrN. Re -use, pto e On :Me 01 yy tnx..n We o pron,pltea pl py .rite eslen perm n from Smn $ Murphy. I '111'1 U Z_l YJ cW G IM 0 0Zcc Z 0 Z0 01 0. W D Q Z g s CL z CC w ° Q �v V d y �Sw 0 §00 i °5$ CONSTRUCTION DETAILS DalQ�W rp DRAWN I„� tea® MMM DATE 11.25.02 j qNa 261066 UD 066GD ABET NUMBER L-8 OF 19 %UM I. &ENERAL 4. Compaction - Gompactlon by tompig shall not be done In layers e%ceedIng surface to reveal small surface Nines wile not oxpmlng agpegate. 2. Douglas Flr, Redwood, Y'bstern Red Cedar or m shown on the draw". A. Gantractwol Ralatloruhlp eight Inches In loose depth with each loyer thoroughly compacted between. Alternate method, after Initial set, eurfoce to be washed witthh a dINled wlution of muriatic. Octal and water, and brushed to reveal surface lines. 9, Poste, Plates and other at-grado connections to be Redwood, Western Red at In the performance of this contract, Contractor shall hold Lands"We 0-h1tect G. Gloon-W and Testing Surface must be continuously wet to avoid cold burn. Gem• m Band then Im FV ti shown an the draw Pr wg "' and Owner hamle» from any and all Il bUlty, costs and chargee arsimg out of, I. Prior to covering of trench*., drain Itrm and basins shall be checkad to bsure 6. Glean -Up 4. Hardware - colurm bases - '51mp.on Strap To' or equal. Post cape and ar In carrm.ctlan with, contractors, employees, on Itis agents negligence, ombelaro, �� proper flow and water tightness. I. Upon completion oP work remove all Porrro, debris, material and tool. from strop ties - 5 n Strong Te' or vol. Joist ens dual hewm� lee - aP lrtpa? Ong e4 wmhera^9 5trrpwn Strong Te m equal. 5crero, hinges. nolle, Its, and %. All 2. Te piping systmrs shall be flushed and cleaned prior to comecting to site, hartlwane moteral to be galvanized. B. Errors or Conflicts existing drain lie, catch basin or storm drain systems. V. BLOCK MASONRY 5. Stain and paint - m selected and nI.- an drawings. It any arnro oor canfllcto are dis--red In the plans or roes t, they shall W Interpreted so as to accomplish the real purpose of those plans and rotes. 5. Upon completion of work remove debris, tools and surplus material from .Its. Scope d York - Provide all labor, materials, tools, equipment, transportation and noceswi g Incldontale Por the conry�Ietlon of all block masonry m ahemn an the on Chea A minimum 200 PSI at 20 days. 6. Concrete - Ch,0 G. Addltons, ovIatlors and Alterations IV. CONCRETE drawings, Including but not lenlSed to the followtrg, B. an Sb Garp I. tall pmts, beorro, nolle and framig plumb and We to line m shown m No deviotloro or alterations from the lane and eclllcatiorn will be ermltted P aP P unless authorized by the Owner a the Ladxape Architect. Should deviation Scope of work - Provide all labor, materials, tool., aq cel t, transportation and oP q Prt1 t roceeeary Incidental. for the completion of all concrete flatwmk as shown an the A. M. A. ASTM G-90, block brads the drawings. from plans and rates became necessary due to eonflletlig site conditions, 0- drawing. Including but not limited to the follow": I. Slump block units meeting grade damsels suit. 51u p A, ASTM CSO. 2. Connection. - make all corrections as shown on the drawinge5plleo lumber aid I a dsccpe Archltoct shall approve h odvance ON such deviation. No at pmt. only. ULlllze all nail ad/or bolt holes for all hardware. addltenal work will be authorized without the express written authorizatlon from A. Materlols I. Gement - Standard Portland Gement, per dealmotlon 0-150 of the ASTM 2. Gement - Standard Portland Gement ASTM deelgratlon C -I50 Type I or 11, tow alkali. 3. Ease all top edges of exposed lumber For berx:tl tope, low walla, etc., the Omner. Type II, Ill, or V, low alkali, single brad thr [ut. Refer to Soil Engineer's where surface contact 1. provided. D. Interpretation Report Por Recormondatto a. 3. Sand - Clean, well graded ASTM deaigratan 0-144. 4. Pmt base - set pmt cohun base m shown an dromugs, providing mInlmumm The Contractor doll comply with the obvious intent and moaning of these plans Specification a3 size. Decorative 2. Aggregate - ASTM Sack 4. Water -Water used shall be of potable quality. I' clear all side. Prom finished pmt base to top of paving. °Pec and specifications whlch shall be construed to Include all labor, material, tools a n row . Fine aggregated a pea rock as shown on draninga. Fine natural sand, well graded 5. rape and bolts In all locations where surface contact l. and equipment to complete the work herein Ina sand conforming to ASTM G-144. 5. Steel - RelMarced steel fon ..It to be Erode 40 deformed bare ASTM provided, I.e., bench top etc. provided, manner In strict workmanlike mover in strict accordance with plane and notes. Should coq n n (0Go=W O Sao designation A-165. �g0 questions ansa as to the Intent ad Interpretation of these plan and rotes. Gmtractar shall rotor to Owner and Landscape Architect whose decbbn 9. Wa[ar -Water ueetl shell Ix of potable quality. 6. Concrete - Gim. A concrete mInunum 2p00 PSI at 28 dap. G. Point" and Stain 1. Fill all aeon. and crocks with Late. caulk and/or wood dough to Ermuro On thereon shall be final. 4. Steel - ReUdorcNg .toot for dock. and walks to W Intermediate grade T. Martar - by volume, freshly prepared, vnRormly mixed In rate I part certent, oven surface. DRAWN MEM deformed bars conforming to ASTM A-615 and/or Grade 40. Mei A5TM 1/2 part Itrne putty, 4-1/4 part. sad, conformhg to A5TM G -2T Omlt 1. 2. Sand smooth all exposed sufaces I. apoclFla l as 545. E. Observation and Rejection of Materials and Yba rkmnshlp A-4clb, size More shown an drow". putty If pltk cement 1. wed. m All materials Ord workma shIp furnished or performed by Contractor .hall be3. subject to final observation and acceptance by Owner and Lendxape Architect 5. Expansion Joints - Asphalt Impregnated Pelt. Polyfelt Ethafoam as Indicated 6. 6rovt - by volume Freshly prepared, uniformly mixed I part cement, 5 pais Panne all painted surfaces with oro coat primer. upon conpletlon of all contras; work whether previously paid for or not. At Ory on base drawing.. sand. 2 parts pas gravel. 4. Paint with minimum two flnbh coats for painted surfaces. and oil throe during the performance of this contract, Contractor shall make materials and workmahlp. Fallure wadable Por observation, test and approval,ro 6. Control Joints - Saw wt Joint 1/4 of slab thickness. Hard tooled score Joints B. Ing a! Mo.." 5. Stain with miniramn two finish coat. for stain aurfocos. al such obeervero to make observation, tests or approvals shad not prejudice I/4' deep minimum where shorn on the drowuga. I, ail masonry straight and We to line with vertical Joints plumb over each other. Horizontal joNb shall be level. Heodero and corder units to .Iww D. Protection and Cleanup the right of I .... w Wo Architect or Owner on fuel obxrvatlm. Contractor -1. Cold Joints - Butt tips, butt type with dowolo. 5ueed key joint m udlcated linuhed }awe where expo.od. Joint. and bard pattern to be as shown an I. Protect all exl thg work from paint wereproy. shall promptly replace ON and all material, workmanship ad equipment which on the dram the dro mid' 2. Upas completion oP wank remove all xrap wood, debris, ntoterlOb and does not cmlorm to the plans and notes. All materials used m this contract P G. ReMarcig tools from elle. Nall be nen and the tweet marked quality unlem specified othemse. 0. Joint Sealant -Two parte Polysulflde sealant m maulacturod by Thiokol, 1. All ban in mawrry doll be lapped a mtnlmum of 40 bar diameters. Dowels F. Sampled Glass AS, self leveling or multi -part polyurethane construction sealant by L.M. Scofold, In matching color. for wall. Ord columns to be sane size m moll remPoncing. Refer to Structural Engtreerb speclficatlons fon all steel sizes, and lac itloro. VIII. Metal Work Scope of Work - Provide all labor, materials, tools, equpment, transportation Wen so required by the Owner or Landscape Architect, Contractor shall submit and necessary Incidentals fon completion of all metal work Mere .hewn on the droms%js, Including but not limited to the Follow". !or approval aanplew of the various materials, and epxlPy Finish therem. ol. Luring Material - Haste process MDTC. LlthocXome' color mac for color D. Gutting of Masonry conditioned concrete by LM. 5cofleld, Vis rnatchbg calor of concrete as I. No wttlrg of rtawomy unite shall be allowed unless shown m the dram". A. Materials 6. Local Godo. Vndkated m the drowtrks. E. 6rovtMq oP lAmorry I. Steel tubing in sizes shown an the drawings ASTM deelgrnaton 500 and/or All construction shall conform to all local build codas and ondinaaes. It l. 10. Calor GOrdltlonad GOncrete - 'Lhrombx' salmi%Wee for Integral colored reg 1. 6r all call. with vertical steel wild m shoran an the draw �' hand forgotl, cold rolled wrought ran In sizes m shoran m the drawtrup. Gontractonb ria bill to verify all codec lar to cortmrmnerc ark spans ty y pr mg w concrete by L.M. Scofield Company. 2. Hardware - h" ., latch.., bolts, seas are. screws, etc, to be heavy' H. Ut itra Cantracton shall be responsible for verifying the location of all underground It. Dunt -On Color - Lthechrome' color hardener by L.M. S -11.1d G -Polly. 2. Grout all cella below grade Bold. 5. Provide minimum 3/4' between steel reinforcing and blacks. g 3. Goncr�kato m shown �e dram hg..Ttum 2p00 P51 at 20 dap and/or h9 utilities, elactrlc cd.iee, conduits, sprinkler lies ad all utility Ibee prior to any 12. Surface Retardant - Llthotax top surface retarder m manufactured by F. Weepholes 4. Paint - Zinc Chromate pprrimer, W-toleum' finish surface Coate or equal. construction. L.M. Scofield Compaq, or Sika' eurfoco retardant or R+xjesel' m manufactured by 51ko Cwponotan. I. Open Joint we holes at 52' O.G. maxi mum on bottom course of retaining Yotollzi g' or gaNanlzing or powder coating If shorn an the drawing.. wlb with 1 ask toot cC}}�'aveI If shown on woming. or approved drainage Installation I. Removal of Debris and Gleo-Up xpta n per Structural 6glroeir'. specificatloro. B. Fabrication and Contractor shall thoroughly clean and keep free of debris and waste material B. Subgade 1. Contractor shall make all measurement fm fabrication in field prior to entre construction area to the wtnfacton of the Owner. I. &rade all subgrodes to a unllorm depth and compaction. Mobton all 6. Exponslm .blots starting mark- prior to paling of concrete. I. Prwlde vertical expansion Joints in wall per local code and Structural 1. Eglnaar'a epeclfldatlons. 2. Horizontal isms to taper wlth grade on step mlth grade as shown m the J. General 2. GuS all footings In undisturbed m compacted loll. drawbgs. vertical ban to be plumb. The general conditions and any special conditions that Owner may require shall apply mlth the sone force and effect as though written In lull herein for all 9. Place sand a ogrfogate base m shown m the dra+imgs and m specified H. ooP I. War rproc all retain" walla below with asphalt emulsion. 2 coat.. G. rblalIinlq by a 5.11. Engineer. grade I. Welding to with the requo-emenU fa ARC and constructlm sections. G. 1 - I. Cleaning comply o} etadard code gm neldlrg. II. SITE EXCAVATION AND ROUSH GRADING 1. Use an finished iurbor. Set all forms Wo to ale od Itlon. g Pm I. Glean all masonry work ramove all mortar Maine. 2. Weld to only clean, rust -Pres surface. Scope OfWork - Provide all labon, nnatertale, tools, equipment, tranportatlon amd 2. Upon e=Iistlon of work remove all mortar dropping., debris, materials and recce trcldentale far the tartan of ell clean ctrl excavatin nary ca^p ng, ppig, g, 2. Moisten all form. prior to pouring oP concrete or use approved form tool. from site. S. All melds to be continuous and free W cracks, cratero and porosity. Tock b-kfllltrg gracing and related -work m shown on the dravings, Including but not release agent.. metals not acceptable. limited to the following, D. Expaalm JOInt. VI, BRICK MASONRY Scope of Work - Prwlde ad lab-, materials, tools, equipment, transportation and 4. 6rind smooth all exposed melds, match adjoining surfaces. A. Protection of all orbs, malice, malls, structures and other existing work which Is I. Place expansion Joint. In concrete at Intersection of concrete and fixed necessary Incidentals fm the cortpleitlon of all brick or stone ..an - shown m 5. Plu all en ends and and weld. 9 aP �Pe• to remain. structures, le., garage, mall., boss of steps, pool bond beam m indicated on the drawings, Including but not limited to the following, the crow". D. Painting B. Glearhg and strippbmg site of brush, debris and other foreign materials as dr outlbed In the amIny.. 2. Ploce control Joint In concrete not to exceed a horizontal spacing m A. Materials I. Brick a etoro conforming W ASTM A-62 grade MW m shown an the drambgs. I. Prime all metal work math one coat Zinc Chromate prher. G. Excavation for all Pcundotloro and footings to the dimension and depth shown an specified by a sol. engineer. 5. Place construction Joints In concrete where cast an concrete le to be 2. Gement - Standard Portland Gement ASTM deolgation G-150, Type ll, III, ar law brand throughout. Refer to fella Frgbmeare report far 2. Point all metal marc with 2.. Its W-toleum' In "ni"losa or Plat as shown m the drawmcp. Paint to be 4 mile mlnlmum dry thickness each. U- drawing.. Bottom. of si c tloro Nall be smooth and level. All loos. stopped and eubeequect cmtig s tr be eko-ted ale f 3. Prime and paint. per above, all field welds. material shall be removed therefrom. E. Protection and Cleanup D. SWgadee shell be watered and conpacted to O relative Gortpaction oP 4556.1. E. W I. GimClose A casuals .hall contain not Inns than 5 sack. OF cement per cubic yard 3. Sand - Clean, well graded ASTM dmlrfmatlon 0-144. L Protect all existing mark from point overeproy. end be proportioned to attain a moxheum cylinder strength of 2,000 P51 In 4. Water - NOW used Nall be at potable quality. 2. Obtain Fre permit where required for on-slte melding. E. 5ubcfades oder all poving shall be true to grade ad cross section, hard, 20 days. Gompraselve strengths are to Cue determined In accordace with uniform and smooth prior to placement of base material. ASTM G-54, The skimp shall not exceed 4'. 5. Steel - Reinfonosd steel far walls to be Grade 40 deformed bare ASTM 3. =completion oP work remove all xrcp Iran, debris, materas and dmlgrwtim A-165. tools Pram site. F. Backtill" of all excavations and trenches after placement of foundations, wall.. the 2. Gomcreto micmg - All tranit mixed concrete shall be mixed and delivered m accordance with the requirement of Standard Specifications For ready mixed 6. Mortar - bJ volume, freshly prepared, uniformly mixed In roto I part cement, VIII. Landscape Lkfltlnq walks, utilities, etc., m wtltrmd on dram tion M backfill shell l.0 ' �ac co at. ASTM C�14. I/2 ppearr!� turns puSW, 3 parts ward, conforming to ASTM C-2-10. Omit lune putty Scope of Nor wide all Ioban, motsrtas, tools, equipment, transportation In acceptance with Elgheer's specifications. R plastic cement T. used. and necessary incidentals far completion of all landscape lighting Mere shown on the drowlrcgi, Including but not limited to the tollowbg, 6. 6radbmg OF areas halcoted In the drowbgs Including bringing existing grades to mlthm 1/10 loot m mics. Foal deo lag' m Indicated m the dram trg.. F. Concrete FInbh" 1. Broom FInl.h - Tamp fresh concrete with heavy metal grid. Screed with straight to irregularities. Float to steel trowel, T. Grout - by volume, freshly pre ed, unlfoniN mixed In ratio I part cement, 3 parts sod ar 1 pmt 5 part. and 2 parte pea gravel. A. Material. plus grade. P g remove all a smooth surface, edge gu and edge to an even hard airface. Score m Indicated an drawings. Ube a 1. L flxturm - I le nn,ounted fixtures, mad mounted Ladsccpe up- lights pia fl tom voltage IlgMhg m shown on the drawVgs [nmtl fixture H. Stockplling of excavation material ar trnport top call fill and sad shell be m now manilla hemp bristle broom. Brush markings an Blab In unlPorrn fashion m B. mg oP Brick all mmorry straight and true to Ione with brick vertical johte plumb over %tia^� es, and schedule. outlined an the drawing5 or as approved by LaM.ccpe Architect. shown on the dromings. each other. Horizontal Joints shall be level. Headans and cornor Arlt. to Shaw 2. Conduit - Schedule 40 or better per local electrical code, sure end sizes 2. Rock Salt FInsh - Tamp fresh concrete with heavy metal grid. Screed mith finished ?acos More exposed. Joints and bond pattern to be as shown an wh one drawings. r drawlnq and sahedulee ad/or nm-rtmetallk direct burial sheathed ale I. Glean up and remove all dobrs and surplus mcdorol and remove from site. straight edge to remove all Irregularltes. Float to a smooth surface, steel m shown m the drawing.. trowel and edge to an even hard surface. Scare m indicated an arommgs. G. Reinforcing 5. Pones, breakers, meters, electrical service pedestals, ttrro switches, III. DRAINA6E Had broadcast rock .alt In even distribution aid tarp In. Wash off concrete I. All bore In mmomy shall be lopped a minimum o1 40 bar dia stem. Dowel photo asll. and related hardware m shown the dromI gs. Scope of York - Provide oil Idaw, materials, tools, equipment, transportation and with enough pressure to dswtve rock salt after concrete has set. for wall% and wlvmna to be aero size m wall reinforcing. Refer to Structural "Velar's specifications far all steel sizes and locations. 4. Concrete - Glass A concrete mhlmum 2p00 PSI at 2B days. necoesary Incidentals lar the cortpletlan of all drainage systemsm shown on the Poo Rock Retarded Finish -Tarp Preto cocrete with heavy metol pro. drawings, including bv! not limited to the following: Screed with straight edge to remove all irregularities. Float to a smooth Apply D. Gutt of Mommy cam Por brick cuts to Bricks wt lee. I. Use m/2 B. Lk�ting a .11 l Ihting Pl on I. •R-wae all lighting PlxWrm with UderwrlSero Labmatorle. label and A. Materials surface, stool trowel and edge to an even hard surface. eurfaco retardant W Pinl.hpd surface, prion to Inllal set per mamufacWrerb 1 . . to bed cut chi than I!2 le shall not be used. Stone to be wt meth chisel aim honrner. r� where exposed to weather 'ata^P area' labeling. Provide all flxtuee, poles, etc. mIth level or ardlwlor support and to stay I. Acrylmlte Bvtolme - Styrene (ABS) Schedule 40 dram pipe, perforated or nen-perfmatod In dlmetero dawn an the drommgs. recommendations, L.M. Scofleld, using sprayer, providing .van distribution. Reveal using water et and coarse fiber brush to remove aggegote by m9 J E. &rmtvq OF Masonry I. 6rau'f core natio Bold m shown on the drawigs. permanent guaromtee n. to m al e t !or a period o9 year minimum. Pmts to be direct burial s. ire t loll r 2. Basins oral Draw - High inrpact plastic Styrene dram basins, catch bmind retardant pas Mom surface, washing thorovc�ly until surface b clam and exposure n complete and uniform. 2. Provide mmimurtm of 2-I!2' 4^out space between double brick malls. Pravda Inam£e to template bade, all m drown m drawing. Fixture 1 a G. Underground Ds7lbutlm with gates, high hpact plastic Styrone deck draw, and/m precast concrete mhinr- 5/4• between stsaT reinforcing and brick I. Provide plastic comdllt and conductors In utility trenches per local code. dram box and catch basal and cast ran ate In diameters and sizes m gr 4. Had Seeded Finish - 7 fresh concrete with metal Id. a'"P hes'^! y A9ght H. P'oterproof The we dnen-melodic sheathed cable rated -for vrnderground use s ehervl on the drawings. Stainless steel a brass deck drainm In hardxtpe as the drarili Screed with straight edge to remove all Irregularities. Float to a ernooth edge surface. Hand seed surface m uniform fashion over entire area keeping stone I. Ware rFpF rgo all retaining walls babas grade wIN asphalt emulsion, a other m cpprwed (I! allowed by local outlmmlbil If eultmly protectetl (I.e. m a trorah with other with a concrete 5' cap m with burled Radmood .imams on 1/2' mhlmmm from edges and expansion Jointe. Tartp aggregate to a -]farm epeulled by Salle Egieer. piping planking. B. Trench and ^g Laying depth beam concrete surface. I. Glean ad Seal In9 ^9 D. on Panel, Pedestal I. Trenches to pitch a mInlmum Of I/0' per foot unless ofhermise Indicated m the 5. Stamped Concrete - Tamp concrete with heavy metal gid. Screed I. Glean all masonry mask Remove all mortar stains. Remove alkali wites wlutlon rturlatk acs and water. Apply clear sealer to exposed surfaces IP dawn I. Provide awls, bresker., electrical service stale m shown on the 1.P -A dram". Contractor to verify all Invert elevotlona and trench depth prior to a all with straight edge to remove all Irregularities. Float to a smooth s rface. an on the drawiks. drawings rlote with time switches, photo -11. and related hardware excavation. ly color hardener LRhochrome' by L.M. Scofield by the dry shake 60 100 feet. Apply 2 m required. me vabg a mhlmumi of ponds par square In m 2. upon completion of wok remove all mortar dropping., debrs, materab and 2. Bottom of troch shall be smooth and conthuous to flow direction. A hollow shall be mode to receive bell of pipe so the joint will not bear upon the more shakos and float after each shake. Trowel only after ltral floating while concrete Is still plastic using inrprinting tool. to make pattern as [Dole Mom site. eubgade. Adgutmwte to line and grade middlea shall be rte by oping away or filling in with backfill oder the base of the pipe and not by medglrg or shown an the crow". Apply colior curing compound Llthochrome' calm wax by L.M. Scofield Gompay ueig roller Or sprayer. IF Bomacrm' type VII. CARPENTRY Scope o1 mot - Provide all Ichor, materlala, tools, equipment, trgweportatlon oral block) surface to shown an drawings, a releow agent must be applied prior to rode. Incldentol. Pm completion of all cmpenLry m shown on the drawing., Ilmltetl the following, �' texturing the concrete. Goias curing compound may be optimal, as includl 6vt rot to 3. Trench material shall be used far backfill. However, no rocks or lumps IMkotad an the drawings. A. Materials . shall be used. Notated Joints chit be given at lemt 15 minutes setup 6. Sand Finish - Tamp fresh concrete with heavy metal gra. Scroad with 1. Wood - rough saran, reaamn, surfaced 4 sides inhere shorn an the drammgd. sSra t, sound, free from manks, pin Fnead knots, sap poccats, oliv: ad bola. handling. Above the level of Initial bockfill, the trench be straight edge to remove all Irregukrltee. Float to a ertaoth surface, steel lightly checks. Soiect grade a better where shown on the dramlrwp. bcokPtlled mlfh french materiol, tromel and a to an even had surface. Prim to set, edg gin y ePam9e CONSTRUCTION SPECIFICATIONS > • runaal nava wmcva nwsmcts N®ant. womr. cart mo IOM. Gk/We am F" owl wsaaa r,O bee w,.n �xutcxp rFO'caufnlr' ins droyiyye e onor hhe !1 so %oni as- on. rtthe hone P'o M- of Tny- - and th i, - a 1lu.W;- ma. d Moir am to It. Nmll to r, ne Il:c cewn ink anginpl rile nor e�ich shay sure preoerm. re ton. rt y s,x:uon o wnot .' br am„ In hey ' mehhad. er pert goh:dted e ... I— by written m Summerek Nryhy. Inc.ny, In 8 U Z d W 2 _� Q QZ0 H Z0CD 0 o aid W Q Z 5 5 CL Z W CO 0 W LL Q � V dF (0Go=W O Sao �g0 SHUT D15MFn0N CONSTRUCTION SPECIFICATIONS BfS1UED Y'@r DRAWN MEM QgO(® pi DATE 11.25.02 IM "a 261066 CoW FU SKEET MUM= L-9 OF Ill __ IRRIGATION NOTES L ALL MAN LRE PIPING NO OQRROL URE6 UNDER PAYING BNALL BE INSTALLED IN SEPARATE SLEEVES MAN LIE SLEEVE BITE SMALL BE A MNPRNI OF TUM (700 THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL uxFm SLEEVES SIULL BE OF DUFICS SIZE FOR TUE RE=IRM MJ10" OF WOES UNDER PAVW. 7. ALL LATERAL LINE PIPING ODER PAVVY WALL M PVC GC AA PIPE AND SHALL BE INSTALLED MOR TO PAVRYl 3. MM SIZES SHALL COISORM TO THODE SMOW ON THE OR41IlNG6 NO OA36TRU00N0 W SMALLER PPE ODES SIULL BE PERIVTIED. BIT Bim nuTIQIS O LAJYER 0135 MAY M APPIO)VFD. ALL OAMAWS ARD REJECTED PRT BULL BE MIMED FROM THE 61TE AT TIE ME OF BAD REJECTION. 4. FINAL LOCATION OF TIE AUTOMATIC CONTROLLER ONALL BE APPROVED BY CUERE AlTHMZM REPIELENTATIVE 5. 00 VAC ELECTRICAL PMER GORGE AT CONTROLLER LOCATION SMALL BE PROVIDED BY OTFEIM THE IRRIGATION CONTRACTOR NULL MAIM THE FINAL CONNECTION FROM TIE ELECTRICAL SOURCE TO THE CONTROLLER S. ALL OPRIIaER NEAOD BNALL BE SET P M.MMONALAR TO FNION GRAM U'N.E56 OT ERIMSE BPFLF®. 1. THE IRFSGATION CONTRACTOR SHALL KJAW AND ADAIOT ALL OPFMQ-M HEADS AND VALVES FOR OPTRI M COVERAf$ WITI1 MNNAL OVEIRSPRAY ONTO U u". STREETS, WALLS, ETC A THIS DESIGN IS OIACOt YG. ALL PIPW VALVES. ETC &NOW USIN PAVED AFEAO ARE FOR OESIC CLARIFICATION ONLY AND ONALL BE NOTAUZD N M-ANTNG AREAS LLEWYE R POSSIBLE THE C40NTRACTOR BNALL LOCATE ALL VALVED N GMUB AFEAO. t. IT a TIE REOFCTIDIBLLITY O THE "aa"TION CONTRACTOR TO F ILLAMZE 11FBELP UNTM ALL CAIADE DIFFERENCES, LOCATION OF WALLS. RETAIN" ETIL WALLS, BTRICTUS AHO UREG TIE IRRIGATION CONTRACTOR R SMALL REPAIR OREPLACE ALL IT" DAMAW D BT HIB WL'IRC NE SHALL COORDINATE NIB WOW WTN OTHER CCPMU TOMO FOR THE LOCATION AND INSTALLATION OF MPT SLEEVED AND LATERALS TWRO" WALLS, UNDER R0AOMY5 AND PAVW' ETC, 10. DO NOT URLLFLLLY N.5TALL TIE OPIQNCER DYBTF7M AS ObIWN ON THE DRAUS" WEN IT 15 OBVIOUS N THE FIELD THAT UNONOYN ODlTRCTIONS, CRUDE DIFFERENCES OR Del N THE AREA DIET5ION5 ENUOT THAT Mr. NT NOT HAVE BEEN CONSIDERED N TM ENGIEERNO, WON OBSTRUCTIONS OR DIFFERENCES SHOLLO BE BR7UGNT TO THE ATTENTION OF THE CUM" AUtWORIZED RE9SeE1TATIVE. N THE EVENT THIS NOTIICATICN IO NOT IRRfi PWWCM M, TWOATKN CONTRACTOR SHALL ASBtE RILL REWONNI511.I1T FOR ANY FEVIOIONS WF EBOARY. M ALL OPER EOUIMMENT NOT OTIERUSE DETAILED OR SPECIFIED 56LA.LL BE INSTALLED AS PER FWiFAGTIFERS RECOTENDATIONS AID OPECFICATIOIIO. 0. ADV (AMI-DRAN VALVES) WMO AS S11ON N TIE DETAILB ARE FOR TTPICAL INSTALLATION ONLY, AND MAT NOT BE RFOUED ON ALL HEADS. PRIOR TO INSTALLATION TIE CONTRACTOR SHALL VERIFY RUTH THE 04 -SITE C/AMAL F THERE 0 AN ELEVATION OFFEMNCE OF 74. OR N MORE DUMEE TIE NKIEOT READ AND L HEAD ON A STOTEPt TIE ADVS SMALL BE INSTALLED PER THE DETAIL D. REFER TO SPECFICATIOM! FOR STANDARDS OF MATERALB AND WOROMANSIIIP. M. ALL LATERAL LNOER PAVI' OHAL.L BE PVL SW 40 AND MTALLM N A SLEEVE PER SPECIFICATIONS. B. IRRIGATION CONTRALTO! eH.ALL EBTABLMH UNTEaI' IMC V—"LE FOR THIS PROJECT BASED ON DOL. FLANT TYPE AD ENVIRONENTAL CODITIONS. F AN IR ANION 6CNEDULE IS P OWDED R W TO BE USM AS A (AMIDE ONLY. SCALE: 115"=l' -o" 0 0 6 16 24 92 NORTH Aw 9Y4fS�nNR • rARTNNRL FS IMBMCM ANOMSO ]4m mMST HDnYA1, SNI[ IDo ONU 10117, WlO11li RN1 BNI.uMw rN Oq..Lan �,MISSC4p 7 ~ TaI-d OF—CA mel. d."iN comp e'y 1pecilicption a.v IIIc a cAnhe property 'r r—/s—, S Ywpey. Inc. mr0 ihvE ,se pw piOF- cvlivn SMR fx rFalr h;. !v UM ongirgl site for rNcn !.q dRv yeparee. fle-uAe, rep.v- uclai w puWkatwn Iy n4thva, r• rale a part, ie Om�dlad as cpm Ey r.itten Summon @ Murpny�"Inc. U z '' Y/ w 2 Z W fA o U CCZO z°co O ac w 0 a z g s IL Z Coll LL Qgo U d R �5uj o HAM g � AM IRMATiON PLAN D®O® Bey DRAWN .RS CHECKED PGMM DATE 11.25.02 100 Na 261066 GAD fU SHIM NUMBER L-10 OF 19 SRH73 I � rn I r u e ==MR N_ PLAN _ III _ _ • •_ rilml LOT 55q a I I�' lZ!Kj 4�■ii■■ iN 1Ell W'�. , I� _._.. ����1� ice■■���■■I■■■■■■■I PARKWAY ESPLANADE SO'JTN — — 1 > ■ J W lu O LU W �� I �i�♦�iE 'I� �►!1 IHl'v z 0 O Q PONT of coMPEcnw- ca+ffcT i0 EwSrNG eERVIGE LPE FROi .4DI-I ptIBTPG WATER METER NeT4LL DAfJPLQu AICD EONMQfT N PLA1.1'ER AFE4 SUCVN FOR O-AWTT" Od.Y. MNPV7 SYSTEM D6BIWJ PiESUff 62 PBI MA%P11M DET'INIIJ 6 GPM ­TATC IB 6 ATER THAN -D PoI, N5TALL A WLKNB •10 LINE SIZE P1EB911RE RE(f14TC)F1 OEI Ai 60 PoI IR2GATIpN CONTRpLLER LOCATKN- 11 VOLT PO _ PRD`PEO BT OLER IRRIGAiOJICQi'RACT03 TO Y.AtE FINAL ­`PBEE RAN FOR NDDOR OR O2 TM h'gNT. IRRIGATION I Tf END O,tOOL f1tlA,ODEl MO. DESOEPIIQI PDI CDR, RAD PATTERN O RANBIRD PAOD-60 O1MU SPRAT ON A RISER 30 OJO D' GTR O RAMIRD PARD -OH SWRM SPRAY ON A RISER 3C 020 D' HALF • RANBIRD 19066AM-00 6• POPAP 6H2E SPRAY 30 OJO 5' OTR O RAW45t D VN066AM 514 6• POP -IP 0112E SPRAT 30 020 D' HALF 72 RAIN15M IO016SM-eO b' POP-UP 0112E SPRAY 30 010 O' GTR • RANDS® I8O6SAM-ST 6• POP -IP SHRIE SPRAT 30 092 e' THIRD V RANNRD 16066AM-OH 6• POPAIP 5112E SPRAT Be OJW e' HALF RANISIRD ISMOM-SF b• FV' P -IP 0H2E DPRAr 30 160e' RILL O RAPWSIRD W&AMI-100 Q• Por -up a~ SPRAT 3O 0.40 b' GTR W V RAdIm IDOOAM-1011 Q• POP-UP BW%O SPRAY 30 ODD W HALF RARE RID 15066417-1402 6' POP -IP 1R_OER 3O 090 -- FLOOD RANBIRD 0069AMCOT-56' BUBBLER FOPILP 30 090 3'-A' STREAM O RAINDIRD LOUSAM•12 Q• POP• IP SHRE SPRAY 30 ODD Q• GTR 0 RAIN15M IOMSAM 121 Q' RY-1P 61/aE SPRAY 30 190 0• HALF 0 RAMIRO PA06-00 642E SPRAT ON A RISER 30 OAo D' OTR V RAMIRD PADS-Sil 0112E OPRAT ON A RISER 30 ODO 0' HALF d RANBI127 PASS -100 ONRE OF -RAY ON A RISER 30 OAO IO' QTR 0 RAPER D PA06-W SURE SPRAT ON A RISER 30 OW 10' THIRD V RAMIRD PA50-ION 6MOE SPRAT ON A RIDER 30 ODO 10' NALP m RAMSSO 0069AM-60 b' POP-UP LAWN SPRAY 30 0.40 O' QTR RAN91RD IS066N,-eH b' POP -IP LADN SPRAT 30 ODO D' HALF m RAINBOW 1 ~AM -OT 6• POP -IP LAIN SPRAY 30 092 D' THIRD • RAMIRO Ie066AM-W 6' PDP -IP LNw [PRAY 30 160 O' RLL m RAMRD I8068AM•100 b' POP-UP LAWN 6FRAT 30 099 10' OTR s RAPEITD IE065M7-IOT b' POP-UP LAWN SPRAT 30 0.10 10• THIRD v RA RD 10060N1•IO4 6' POP-UP LAIN OPRAT g0 ICJ 10' HALF b0 O RAPANSID 6OAM•IOF Y SP POP-UP LAVN RAT 30 t" IC RLL O RAMIRO PADS W02 POT 51EBLER ON A RISER 9O 09 - ROOD PREMITE KAMM N PLANTER AREA AA' TO 14'. PVL SCR 40.2• MID 2 -Ino UDE PYC CLA66 35, FOR 3' UDE CA A56 200, BLIR T MN W BELOW GRADE SIZE AS NOTED. — — . WIRE CONDUIT PVC 6CH 4C. BURT MX 24. 15ELOW GRADE - MINIM" 1-1/4• SIZE MON-FRE55U4E LATERAL PVC CLASS 200 WITH PVC SOI 40 RUNGS. BURT FOL Q' BELOW GRADE. SIZE NOTED. PIPE SLEEVING PVC OCR 40. BIRI' MIN. 24' BELOW GRADE, EXTEND MN. Q' BEYOD EDGE OF PAVNG, 2 X DIAMETER OF PIPE Olg (d RAMIRD ASVF SEWED REMOTE CONTROL VALVE V VACUUM BREAKER AND FLOW CONTROL 612E AD NOTED RAFEIRO "LRC QUICK COUPLING VALVE - I' N NIDCO T-OSO•Y' SERIES LSE-6IZED BALL VALVE ®®® RANBIRD ESP -LX SERIES AUTOMATIC CONTROLLER (WALL MOUNT) SEE PLAN FOR LOCATION AND OISE POWER AVAILABLE BY OT EIM 11a2GATION CONTRACTOR SHALL FAKE FINAL 110OKdp. VALVE 6EOF?!GE NP'EER _LOW N !QUEM! �= PL4NT M.TO0.1L NOT O11ON E2W6TW. MMST14- WATER METER BT OWER NOTES, L ALL POP-UP HEADS TO BE INSTALLED WTH'SAM' BUILT-IN CHECK VALVES. 2. LOCATE ALL VALVES M SWRIM AREA AWAY FROM FROM ENTRY, SHOWN FOR CLARITY ONLY. 3. COORDINATE ORDATE LATERAL PIPE SLEEVII'Y PRIOR TO INSTALLATION OF CONQZETE. 4. INSTALL RAINBIRD PCS SCREENS AS NECESSARY TO CONTROL OVER9PRAY ONTO WALLS, BUILDINGS, WALLS, COLD -N5, ShGNS, ETC. SCALE: 0 0 6 16 24 92 NORTH SM4SIYIOt1I l MA.T1� K W6G11f A1G116,3 1117 CSAR 10M'AY. 91R )OD D1.— —a"— DSC ti T�11-01 • —caTr� 'rf Or CALIF Th... ­!,".�../., th. . Dme�rtlwireaenDTp" a Fw /$ummmn l Ywpliy, c. O,M In.ir u.. .rtl wdi- tpn .MI Oe rnlr hk t t Ilse .r�g�n.l .ila ter nAicn pm- F,.w,�. P. -1•e. pm- �Ibn w puNc.ti.n M wry No.. in Mk by pwL 5um ennh Nu,phy. aloe F U IZ VJ W m = W V � LL, z c O ao a W 0 Q Z 5 g a Z o" W j Qod V V d 01*Oc �g0 i IRRIGATION PLAN - DRAWN .R, CHECKED PGT•M DATE 11.25.02 loll N' 261066 CAD FILE 51¢ET I W4M L-11 OF 19 9$15 6' mYt. xaMtN•Artw � runar3 K I,NaBCNF NwfaTs r. s+a>m >xry coat torr Dnrur.GWatNAtDaD Maw rR fYOwvt .ODSC4p f�e 'i1 S 2 12' max. I ponumj5ummerr k NNV,- 2 0- hk o -,nal to tar . n v.- prepprel. Relate mpm- dvcl'wn er whol:on q ° . s ?_ 3 O 4 2 - 0 6 1 3 I. ELEGTRIG VALVE -1I 1-11 ~ Milt II III -I -y 11 E 2 O ADAPTOR _ _ TITEn 2 I I I =� II II I CW 00 I- ORX� I �- _ 12' S CONNECTOR OR ual 3 E /D it- Y - m�I� q, L Lu LU o 0 =L -i l IIy-I�-III I -III- III- III- I I -III- 6° FROM 5. MAKE M) Vf APS HEIG44EST - 6 In' DIA - -I I I-1 0% op I I -I I 6 5 AROUND HEAD , Z 5 g II I -III- e . a•lau F. 01REGr BURIAL YORE I I I=I I I� -III-I I _- =1 _ =1 - 1 = 1 11 - O �� ~QUQO 5. BUILDING, WALL IC 51DFJNALETC. `�J� IRRIGATION DETAILS DB1QW jR5 6 4 DRAWN Jy Off® PCS DATE 1125.02 I I- 6. ANTI -SIPHON =III_ VALVE BODY UD RF 0661RD I II F1 1=1 - 6 1O ,. TAPE TO RISER SECTION N.T.S. SECTION N.T.5. 4 5 8 9 10'a- 11 B. FINISH 6RADE LEGEND NOTE: LEGEND J SECTION 12 4. SON. 80 PVC 1. Finish grade. 1. Instal! valve box such that 1. Finish grade. 7. PVC tee. N.T.S. i MALE ADAPTOR 2. Plastic valve box with the top of the cover is 2" 2, 10- dia. round valve box 8. PVL Sch. 40 ell. LEGEND NOTE: Install heads 12" above rade 10. CA -ASS 200 PVC locking lid marked C.V.' above finish grade in ground cover areas and flush with with locking lid no. 970 9. PVC mainline. 1. Finish grode. 9 2. Existing building header, in the interior of planting beds. PIPING J. One valve. 4. One cubic foot o/ l • concrete and Curb areas. manufactured b Carson y 10. One cubic foot of I - le heads 6" above grade J. Shrub spray nozzle. II. SGH. 80 PVC crushed rock. Industries. Narked O.C. crushed rock. nextInstoll 4. PVC next to buildings and headers. 80 riser. 9 NIPPLE 5. PVL' 2. All gate valves over 2" in on cover. 11. Ta with identification togs g g in 5. ADV in riser (as required or Sch 40 coupling. NOTE. 12'' r�'H' BO mainline. 6. Bross union. size shall be box handle J. Quick coupling valve Per IRWD note no. 8. 6. PVC Sch 40 tee or ell. Y'D•fEN VALVES ARE IN MANIFOLD, FITTING MAINTAIN A MIN. 4' CLEARANCE 7 PVC male adaptor (2 required). gate calves. with purple cover. 4. PVL Sch. 80 riser. NOTE: Install 6° from nearest 7. PVC lateral line. BETYCEN VALVES. S. Tag with identification tags 5. (2) PVC street ells. adjacent poved area. per IRWD note no. B. 6. PVC Sch. 80 nipple. A SHRUB SPRAY ON RISERB ANTI -SYPHON VALVE C BALL VALVE D QUICK COUPLER 3 2-� 2 1 LECIENO -=11T - n= -I � _I WEER 1--I I I: NOTES L LARGE POT -SEE CONSTRUCTION • SHIM POTS A6 NECESSARY TO LEGEND FOR POT SIZE AND TYPE ew I-� ° I=1 11=1 I I-III=1 I I -I LEVEL RANTER TOPS Z. IT IPORT PLANTING MIX -50+. KAIBAB O1d'aMIIG MJLCN, F SILTY LOAM901E • 111=1 I r • CENTER POTS M PAVING Af1EA GRID PATTERN AS SHOWN ON 3. I• LAYER OF ROCK MULCH -SEE CONSTRUCTION LEGEND FOR SIZE AND _I I �_ a I I-� I �I I Ir 5 CONSTRUCTION PLAN TYPE - _ 11= 5 3 1Tq III= E 4. IRRIGATION HEAD (BEE IRRIGATION T� PLAN). COORDINATE LOCATION OF POTS 11 - I - 4 f' O I Z 3 4 FOR IRRIGATION STUBOUTS IN PpAVING. LOCATE LINE INSIDE DRAIN PIPE. III I I -� 6 pMOUNT I. AUTOMATIC CONTROLLER - AS PER �T- -111- n 9. 3' ATRIUM GRATE (NDS -BLAOV -1 9 FZE00M IENDAT OANIFACTUIER'9 11 6. 3° DRAIN LINE WIDER PAVED AREAS O �_ I=1_ I1= I I� - I - I - - IIOV POWER SUPPLY (TO BE 1. ELECTRICAL I3 9 8 10 T 'G° DIA WASHED GRAVEL - VOLUME OF -I I I=I I III CONTRAGTOFU GRAVEL 18" HIGH X 24° WIDE X 4' LONG B. 3° PERFORATED DRAIN LINE IN BUMP -III I I -I I In I I� I I -I - I I� I1=111 �l I I- 3. DIRECT BURIAL WIRES IN . .' _ - ATEA -T- i -T i -T-i-iii-i Tit= GALVANIZED CONDUT ABOVE GRADE AUTOMATIC VALVES - II 0, CONCRETE PAVING WITH DEEPENED SECTION 6 7 z EDGE ADJACENT TO PLANTER AREA N. T. S. 15 10. V4* DIA WASHED GRAVEL AT BOTTOM OF 3 , PIOT-4• DEEP 6 B 5 J 14 B 6 11. FIBER FABRIC 60REEN SECTION Q. WATER SEAL INSIDE OF PDT LEGEND N.T.S. SECTION 13. FINISH GRADE IN PLANTER 14. EXIT DRAIN LINE WITH IRRIGATION LINE 1. Finish grode. 6. PVC tee. B. WAX SEAL BETWEEN POT AND PAVING 2. Plastic ✓Dive box with Z PVC mainline. LEGEND locking cover. Mark R.C.V.- 8. One cubic foot of l' 1. Finish grode. 6. PVC lateral line. GONTAINER/POT DETAIL and station no. on rover. crushed rock. 2. Curb, walk or foundation. 7. (2) PVL straef ells. J. Snap -tits electrical connectors. 9. Tog with identification togs J. Pop-up spray head. 8. PVC Sch 40 ell. 4. PVC male adaptor (2 required). per (RIND note no. B. 4. PVC Sch 80 riser. 9. PVL tee. 5. PVC Sch BO riser. 5. PVC Sch 80 nipple. F POT DETAIL G CONTROL VALVE H 6" POP-UP SPRAY HEAD J WALL MOUNTED CONTROLLER l--,�6.-,1` 2 I 1. HARDSCAPE SURFACE. 2. CLEAN BACKFILL AS REQUIRED, r 6" LEGEND t TO BE SET !N 6" LIFTS. REFER I 2 nmL I 1 FINISH GRADE n TO SPECIFICATIONS FOR SPECIFIC I= I I C I I 3 ♦t _ MATERIAL AND COMPACTION z. POP-UP SPRAY HEAD WITH o = =1 I, W n$ REQUIREMENTS, OF N AD 1/2' A�BOOVE SETTOP III 7 joz 2 - 3 J. CLEAN SAND. 4. LATERAL LINE WITH SLEEVE. 3. PVC LATERAL LINE PIPE AND FITTING -I I I 2, 4 _ 4 5. PRESSURE MAIN LINE WITH d. 9GN. 80 PVC STREET ELL i x T =I1 5 SLEEVE _ NIPPLE -LENGTH s. AS RE I I (� IW -11-11=11 �=1 I I=1 11-1' 6 6. CONTROL WIRES & COMPUTER 2'CLR - IRE SECTION 6• 6' HARDWARE WIRE SLEEVE. 3 6. 6C44. ao PVC STREET ELL TxT N.T.S. Mn LEGEND 1. Finish grade. Z 1. SC -L 80 PVC TxT 90' ELL 2. Sleeve (if required). J. Lateral line. 4. Mainline or sleeve. NOTES: NOTE: 5. Control wire. ALL SLEEVES TO BE PVC. SCH. 40 AND 4 TWICE THE DIA. OF THE WORKING PIPE. 1. All plastic piping to be snaked ALL SLEEVES TO RUN A MIN. OF 12" BEYOND 5 in trenches. 5. See irrigation specifications HARDSCAPE EDGES. 2. Bundle and tope wiring of lO' Ior backfill and compaction CLEAN BACKFILL MAY BE SUBSTITUTED 6 intervals. requirements. FOR SAND UNDER WALKS AND DRIVES. J. lie a loose 20' loop in wiring 6. Pipe depth for 2-1/4- dio. 1 at change of direction greater and larger shall be 24: than 30'. Untie all loops after 7. Pipe depth for 2" dia. and all connections have been mode. smaller shall be 18" 4. Install all control wire on the 8. Pipe depth for non -pressure underside of the mainline pipe. lateral lines shall be 12' J TRENCHING K SLEEVING DETAIL JU 12" SHRUB POP-UP xaMtN•Artw � runar3 K I,NaBCNF NwfaTs r. s+a>m >xry coat torr Dnrur.GWatNAtDaD Maw rR fYOwvt .ODSC4p f�e 'i1 S «exe am.�.ge aaeror ma mpaay'�rq epop.o e ly W the .chnire properly of ponumj5ummerr k NNV,- Nmp. Dnp heir -tt ane W�- tron enm ee realri to my hk o -,nal to tar . n v.- prepprel. Relate mpm- dvcl'wn er whol:on q ° . s athoeob , pan. r h;Glce .... pt py r ritim perm�seion F m� vine. Svmmwa tr uvrpnT, O 0 �Z VJ CW 00 ual Q Q co 0 Y Lu L Lu LU o 0 a W 0 a Z 5 g I z CO LL W d Q r O �� ~QUQO `�J� IRRIGATION DETAILS DB1QW jR5 DRAWN Jy Off® PCS DATE 1125.02 lm Na 261066 UD RF 0661RD SHM NUMSFR L-12 OF 141 L@IS A. Permits and Fee. The Contractor shall obtain and pay Por any and all, Wlldlig permits m required. B. Moufacturarb Directions Marvlacturer'e Dlractlons od detailed wominqsshall be Followed In all cases minors tho maufacturer of articles used furnishes dlrectbre cover" points not Maven In the dr mugs std rotes. G. Ordinances and Requ latlors All local, municipal ,'Siqda state laws, rules aan�dy r4aogou� aatolrooroLpgBOlvnemtrap¢1a rola! to of the*epa;aiori and iglori pr arks; Mall b6 caned out by the Contr=acetagvl�t ting ab6ve ru etrfe rthox roteeec lotions � ellgqro n �t td coMllbrvever. mfienn the" rote. call Por m deambe materlala, mmkmanshlp, or corotrvctan of a better Gtuoll h r standard, m larger size thanIs required by the above Nle5 art roa la ha, the provisions, df df the" rates sholl tOke pfacOdeM:e. D. Explanation of Dram?rn[p Du 1. e to the scale oP arom s It Is not pmolble to Indicate all offsets, fltt sleeve., etc.:Alarm anal be requtra 1. Tho Gontroctar shall cara?ull4 Irry sxvate the structural and llnlshed conditbru affecting all of his mark end plan MS monk accordMFpkJ, PurnnhMinpgee each m flittr�m etc. m be required to meat such Gordltlord DrawuaSaro generall4 8aarda �rat8ad m oP the work to be Installed. ThTh66 oris:Rall be W Ifs to avold &-fllct: betmeen irrigation systems. planting end architectural feature:. Wilfully qa! eys 2. GVrnopmnao- Mno vibviouh tAo field d hat wllliro- okisw t erns, q�radee the dllterdncee ar I'd is Ian In area dimensions exist that may n6t have been considered 1. trierinq Such obstruction m difference should be brouWnt to the attest of thd"Omnm or Landscape Architect m soon m ppomss�VaIs. In the event this notification b not performed, the Irrigation Gor,tractor shall m.0 a Pull-.porolblllty for any revlalon necessary. MITTAL5, A. Mat -al List I. The Contractor shall Furnish the articles, equipment, materials w proses»s eeppeecclf od Wby none In the drawlrWa and notea. No substitution mill be allowed rllt}nout prlo! mitten approval tfj Oraner or Landscape Architect. 2. Equipment m materials installed m furnished without prion approval of the Owner m Lor peMchltect may W rejected and the Contractor required to ramoJe wch r=an: from ne Its at his ores expense. 9. Moufaturar's marnamle* shall not relleve the Contractor of his Ilabllltu under the guarantee. Such marr ntle. shall only supplement the guarantee B. Record and As -Built Oramtrin�qps I. The Contractor shall proJlde and keep up-to�ate c late mtvllt drawsps Irldlcat locateon, elsea, od k= of u t Wtalled. Prints !m th15 purpox be obtahad from tl�e Lo�aebgG�e ArrJtltect of cost. Thio set of draw :hall be t an the site and dhan be used on m a record set. As It dram" ahem be prepared by the Contractor. 2. These drawhqs shall also serve m nd mark progress sheets, athe Contractor eKall make neat ad legible rotations thereon daily as the mark proceeds, showtrw the work m It IS actually Wtolled. These ,'tamings shall be ova11ab1e at dIl taros for raA.. and MPall be kept m a location designotad by the Ower m Landscape A chitact. 9. Before the data of the final obmervatlon, the Contractor Mall transfer all Wormatlon from the 'as- aunt' pr Into to an ozalid sopa mylar, procured Prom Hie Lodac.ctpe Mchltect. All Work :hall be neat, In Ink afro eWJxt to I by the Ov+m. 4. The Contractm :hall dimension from two (2) Permanent points of reference, bunll..Ing IdMq cm , s?deralke ar road untmoactione, ata, the locat?on of the totems, a. mConnoction to exsthg water Innes. b. Coxtlon to Oxbthg electrical powm. c. bate Valve:. d. mq of elxhklor pressure lines (dimension max. 100' along rmtt g). e. Inkf- cant _I valves. P. Routing of control miring. gg Mick couplln99 valves. h. Other rotated equlp ant m directed by Owner. 5. On m before the deka of the final c�proval, the Contractor sholi deliver one N or la nylon of 'mtullC' piss to the Owner. DelNwy of the eepaa :?"t, not relleve bte Contractor o! the resporoiblllty oP MnI-MAs required Information that rtay be omitted From the Prints. G. Co'troll- Charts I. 'Pe-Wllt' dramIngs shall bepr spared bbyy lite Contract- and dram shall be approved by the Oraror bear-. tha coin 11or charts are prepair 2. Provide one, controller chart Por each controller supplied. 5. Thechart Mall Marea controlled the arecontrolled b4the mtomatic controller and shall be the -h- size which the contrortor door mill allow. 4. The dart b to be a reduced dramhg of the actual m -built term. Hanover, r4lon the rne�d,It eta II be enlargollor ed gto�ze that Imilll be reeodablle�wl�,en f ieL.d. 5. The cht shall be a blkll- or bluelhor Me ozalld print and a different colalaac I ba used to Indicate the area a1 coverage far each station. 6. Yimn completed and approved, Ne chart shall be hermetically sealed between t,+o (2) plecea o! plmtic, each place betrg a mmhmumm( of 10 mil thick 1. The" charts shall belet.ed and approved prior to fuel field obaervatbn of the Irrigat� system. D. On oan poratioand Malntence Manuals I. Pr a and delivor to the Omner within ten (10) calendar da�s� prlor to c llotkm of construction, two (2) hard cover bindar* with tlnfea ruga contahtrg the follomig Information, a. Index sheet :tatUIraq Contractor's ad&*" and telephone nvrrber, list of 00%QTrnt with sanies and addressee, of local mar.flacturerb represent- atNOa. b. Catalog and parts Meets of every type of material and equipment WTalled. c. Guarantee statement. d. Complete operating and mahtenalL6 1-b-tian an all major equipment. 2. In addition to the above mentioned maIntorlowe manuals, provide the appropriate rtalntemace p -somal meth Instructions far Major equprnent. E. 1. pmert to be Furnshed I. Supply the appropriate maintenance personnel meth the following tools, a. Two (2) sets of special tool* required For removtrp, asmsemtblhg and adjust" each type of sprhklm and waive supplied. b. Tmo (2) five M) foot voNe key* far operation of gate valves. C. Tmo (2) keys for each automatic controller. d. One quck coupler keu ad matching hoso OmNel far evm9 five (5) quick coupllhg valves Wmentionedetal aad. 2. The caro ?of the prole to before /beIpment fibe t site observationover to the Orarlor cancon occur. at the F. FkrdlVg of W Pepe FI Wngs� exercise core In hall , load unload ad The IrGgonotrfactm sttctraquet�brnr7 ag net trW *eGI[eI of �Ip *undue bar kwhqq fl=. comd trot d exter external mat *opolnt. nouh911ed1 Mall be ? that hes bash donned m damaged will be discar end, 11 ?rota replaced with nem ppirg. Pipe and Fitt" Mall not be *tined In direct sunlight. 6. Guarantee I. The ctuorante� Pm the sprinkler Irrigation stptem shall be made In accordance with the attached Form. 2. A c the quarlantee form sfall be uwluded h the operations and S. he guaraket fm Mretyped all be reppeod onto the Gontractor'e letterhead and must contain theoafollowing Inlormatior„ We h- k74 quarente? that the eprInkl- Irrlmtion otptem me and luta ea Is Mee from defects In materfala and workman mark hem been completed In accordance meth the draining a agree to repair m replace any defects In materials or War IRRIGATION 5PEGIFIGAT101 Irwludlrlq eettllnq oP backfilled areas below grade, which may develop durlIrrqq Gee pperl6d of one (U year from date of acceptance ad oleo to repefr or replace oral dcmaLp rewltlnq Prom the repalrinq aur roplacing of ouch tics aur at ro It coat to a O.ner. sb shelf make each repairs or r rfloc menta nithh 12 hours of notification that repair work b ro�oesmy IA the, after receipt o1 written notice Prom the Owner, ma authorize -tem Owner to proceed to have srepeor roplacoments made experme and aid ls me mill pay the costs and charged therefore Project, Location, Signed, Contractor Address, Phone, Date of Acceptance, III. MATERIALS A. 6onerol, Use only no. materials of brands and types noted an drawlrga, specified herein, m approved equals. B. PVC Pressure Mah Line Pipe and Fitth I. Solvent melded tope pressure main 1% pip" for eIzas 2' and larger shall be PUG Glass 515. 2. Rppee shall be made Prom NSF imcved TTyyppe I, Grade I PVC compa,nd conPortnuUqp to ASTM roam epeciflcatlan D?794. All ppips suet meet r uirertnd/nL'J m set IorN In Federal 5pecRlcation P= 22-10, with an a?p�ropr'at, standard dimension (SDRJ, solvent -weld pipe. 9. Pre.suremain line pl trtriWg la else 1-1/2' and smaller shall be PJC maheWle 40 meth xleaAf-wald.d Joint.. 4. Pipe shall be made from NSF approved a I, &rade I PJC compound candorprnb,g to ASTM reale 1Flcatlon I All pipe nest meet roqupe- ments set forth h Federal �peclliratlon P5-22-10 TSolvernt-weld pipe). 5. PVC xivent-weld fltihmqs shall be Schedule 40 I-2, II -1 NSF approved confolr Irp to meet ASTM teat procedure D-2466 m manufactured bay Dura InduStr1.s. 6. Solvent cement and pprrinver far PVC solvant-ld pl- and Alining" shall be o1 type and Wtallatlan method prescribed by the moulaaturer. 1. All PVC, pipe must bear the follomug markings: a. Maiufactvrar's none. b. Nominal pipe size. c. ScheclWa m Class. d. Pressure rating in P5.1. e. N5F (Notional Sanitation Foundation) approval. P. Date of Extrusion. g. U.P.G. Shield Logo (IAPMO Approval). 6. All fitl6nccpp shall bear tha Maufacturm's name or trademark material doekgnaClon, size, appllcaale I.P.5.-Aodule and NSF seal of approval. G. PVC Nan-Pre"sure Lateral Lire Pip1inngq I. Non�reeeure burled lateral luau P4ah9 hall be PVC Glans 200 meth Dolvbnt-weld Joints. 2. PIpa shall be made from NSF approved, tape I, &rade II PV cbnPa mtrw to ATEM resp epeclllcatIm D- ,4. All pipe must t regvVemdnb set forth In Fbderal Srolficatloro p.-7.2-10 with an opriate standard dlmerolm ratio. S. ExceGt m noted In peraaqqapM I and 2 and B o! this section, all �roqqulremente fm nonpr6lgs . lateral IIne ppe and PICC shall be the ea+ie m for solvent -weld preeaure mato line pipe end flt m set Forth In part B of this section. 4. Nonpreaeure lateral Ilro �Ipinq Wtalled an el a surface stall be UVR- PVC' schedule 40. Pipe shall ISe PVC, 1120 11A I, bride I, manufactured In occardace, with A5TM designation D-11 9. Ppe shall be manufactured by 9romnlhe Pipe Company. 5. FlttuWe shall W VVR-PVC 1120, Type I, &rade I, manufactured h accordawe Ith ,45TM deglcyatlon P-2.246. Rt_ tugs shall be schedule 40, and manufactured by Brownllro CompanJ 6. Solvent cement Mali be Brcopwanitlne Bond -Tile Gemen Imp to T.11t WR-tsP/ ASTM and fitting designation "-Titlpp e Sh13 Game d T Rlsor stabilizers shall be per detail. 5. Pipe stabilizer shall be per detall. 9. Rsor cdooters shall be of WR -PVC material mith cockug screws and &hail be Br-llro No. 5HR-550, 5RA-500, w SRA -100. D. Brans Pipe Fltthg. 1. Ker. Indicated an the drawuxp, use red lams screwed pipe conforming to Federal Specification No. sO4-P-551. 2. Fltthm46s0.hall be red brma coMormug to Federal SpecMcatim No. - E. Copper Pipe Fittings 1. Go= be shall be x', t tomp-ed ASTM B69 and Pitt" shall be wrought solder joInt ?e in accordance with ANSI 816.22. 2. Joints shall be soldered with slNm solder, 45% silver, 1596 copperzinc0616% Federal Sp2496 ic ecification ,� OD65` . mNm and wide, at 1125 F, conforming to ASTM 66' F. Thrust Black* I. Thrust blacks f-rlinrpIa--tion Ide tits ma.ufactrer's Irota Rapipe shall be of size and type required by the 2. Form thrust blacks In such a manner to prevent ash cacr11 Prom �ominq In contact with the ppe. Thrust block. shall tro between solid sell and tJSe Fitting. 6. Mick Coupling Valves I. 0vck liInngq valves shall have a oro m Wo Place b�o,d�eJ desarod Par morktry e5S-0 of 150 P5.1. opm tole with quick couplet key 3r amNel 2. (.Luck coupling valves shall be per detall. H. Backllom Prevention !knits I. Backflow preventers and/or vacuum breokme Mall be of size and "m Indicated an the drari.". All sprinkler irrl ion apteno that are wing water Prom the ppootable water 1Item stall squire backflow preventlm All backflow prevention untie Mall be IttailedCounty acealth D e with r ulroments set froth by ICxAI codes and County Health Department requirements. 2. Stralrons a bakllow preventlat unite *hall have a bronzed ecrened Ian *Izes 2' and smaller ore 125 b. cast Iran fl far .Izes 2 I ' and larger. All mite strahero Mall have a mintnMh 30-rn&h monel screen and shall be "Imifm to Ballay No. 1005 m approved equal. I. Check valves I. SwhvIqq check valves 2' and -liar Mall be 200 Ib. KO S. bronze can- struttian with replaceable Rion, neoprene m rubber al- and Mall meet or exceed Federal Illcatian WSHV-51d, Glans A, Type IV. 2. Anti-di-aIn valvae shall be of h duty vinSqIn P/G construction meth F.I.P. thread Inlet and outlet. Internal if"be stainless steel and nooprer Amici -train valves :hall be field INwetable and must provide Prom 5 to 40 Feet of head. Mtn -drain and exc6ee floor valve shall be similar to the Val, ADV w approved equal. J. &ate Valves I, bate valves 5' and smaller Moll be 125 b. 5s'P bronzy gate valves meth etre.-In bonnet, nen-=Inq stem and sola .aloe disc, ofd shall car&- to Federal Specification Y&V-54, Type I, Glme /C 2. 6ata valves 9' and smaller shall havo threaded and. and shall be equipped with a bronze hand wheel. 9. bate valves 5' card smaller shall be slmllm to those manufactured mlby Ho ond (609 Series) or approved equal. K. Control 11 I. The elec col system stall be Installed In accordance, with the National Electrioal Godo most rocentl4 adooted lice the Glty. Gannectbro betmeen the csutorrotc controllers eruct th�electric trot valves shall b. made with dlrect bursal copper mlth AW& -UF. 600 volt. Riot wires shall be a dlfF-.rt color wire Por each automatic controller. Common wires shall be white with a dl}Parentcolor stripe Por each automatK controller. Install h accordance Ith valve marutac er'* speclFlcatlons and wire chart. In m case shall wire else be lees than No. 14. 2. sVl VInq shall soiccnupgy the some trench and shall be Installed along the same rmtQ m pre*arte supply or lateral lines wherever passible. 5. share more than one wire is pplaced In a trench, the miring shall be toped together at Intervals of 10 Paet. 4. M againslou curl should be provided within 9 feet of each mire connection and at each comae In dlrectlon. Exp�bn curia shall bo Former bu ver Ug at least five (5) terns of were around a I' dlanacer pipe, thou wlth,iFawln M pipe. 5. Field splices botmea l the automatic controller aha electrical control valves will not be allowed without prior approval of Omni and/m City. 6. Allsplices shall be made with Scotch -Lok No -5516 Caroctor Sealhinnqq Packs, Pen -Tito wire connector m approved equal. lino oro connector :edlinng pack Far. each sputa. L. Automatic Controller The automatic controller shall have the mInI un nurib- of stations m Indicated an the dram.and shall be completely automatic In operation. It shall electronically start the epflMclor cycle end electranlcally time the Individualstotlars. Controller and valve shall be as stated In the Irrigation legend. M. Outdoor Autonatic Controller Enclosure I. All automatic sprinkler controllers Installed oufalde of a butldYw shall be wall mounted within a vandal resistant automatic controller eros 2. The andoor controller enclosure shall be m Iflad In the trams Emlosures shall be equipped mkt an on/ot? switch Par 110 -volt poma eupply to controller. 5. Point controller enclosure completely Wide and mt with two coats oP ru.t- rmistont palnt par Owens direction prior to Installing controller. Color and type to b,i selected by Owner. N. Control Valve Boxes I. Vas 9' X 24' round box For all gate vaaves, Brooke (m approved equal). 2. Use 9 1/2' X 16' X 11' rectolar box meth grown boltslavn cover far all electrical central valves, Carson Ind st loC 1416-12B w approved equal. O. Sprinkler Heads I. All sprhklor heads, shall be of the sane size, type and shall deliver the same date of ecpltatlon wlth the diameter (m rod Ne/ of throw, pressure and lechcrm ahorm an the pians. 2. Spray heads Mall have a screw adJwtment. 9. Riser Lilts shall be fabricated In accordance with the detail shown an the Plans. 4. n les Por all sprinkler heads shall be the sans size m the riser openug the eprhkler body. S. All sprinkler heads of the some type shall be of the sane maiulacturer. IV. INSTALLATION PROCEDURES A Site Conditions I. Exarclse extreme care In excavating and mark" roar existing utillti.e. Contractor stall W responsible for damages to utilities which are caused by his ooppeerations or neglOLt. Check exist6g utulty d'am" far existing utulty 1. 'a' . 2. Goordinlate Installation of the sprinkler Irri Ion nateriab, bcludtrin�tqq phoe, x there shall be NO Inters -awe with the utll Ian -other caruWctlbn dr difficulty in planting trees, shrubs and ground corms. 5. The Contractor shall 4w6Fu114 check all tirades to satisfy himself, that he may proceed before starting mock on the spPlnkl- irrigation system. El. inlcldrllrrl Ian xptem Mall be connected to water supply pointe oP aOmectlor, as Ind-.. don the dram". 2. Gor.ectioro shall be made ata exists locatbrm m shoran on drowFaa. contractor le reeporossle lar mUbres carved by actual elle candl G. 1. El rl IFolu I. Electrical tions !or automatic controller shall be made to electrical points of comaUbn m Indicated an the dram". 2. C nroctions shall be made at approximate locotios m shown an tramYtrppps Cantractm Is resparolble for m1Mor changes corned by actual site condifloro. D. Trenching I. Dig trenchoa etralght ad =Inc plpa -ntlrnrouDltull on bottom o! trench. Leu PE" to an even ode. TrerohIng Is citbn Matt lollom layout mdl-1: al df amigo and m noted. 2. Provide a minimum of 24' of cover for all pressure supply lines 9' and 4' In size. 5. Provide far a minimum of Ib' of cover for all pressures supply lines 2 1/2' and smaller. 4. Provide far a minimum cover at 12' lar all nonpressure III - 5. Provide }aro mInm lmucover of 16' P- all cable wiring In condult, end 24' Por direct burlal cables. E. eackNllIng I. The tr...hall not W backlIlled until all required testa are armed. Trenches shall be cartrefful16ufbockfilled met eh ttnhdeu oxacya, votad mater sa�cpprprov.d for maate� a IlPrea from or%o ct� oll�aih or b ctor+6e�BackFl11 shall be oved mechoncally cartpac ted h landscaped was, to a dry daroltu equal to grInce It w1"dbturbed moll h plant arem. Back1111 will coMbrm Ta adlawrnt ades without dips, sunken areas, lumps or other ewiace sregularitb3. 2. A Fins qor material backfill will be Initici placed an all Itrroe. No Foreign matter l?g- titin nil' In size will be permll; in the Initial bmkflll. B. Flooding of trenches will be permitted only with approval of Owner and/or 4. IF eettlInga ocicnugrvI aha p_ubxcogfunerk ad rystnront" In Ips, valves, sprinkler hoods Ila"n or, make all requlfedor adjustments tructldn Inithout t ml, the Contractor shall F, to Tren.hInq ad BockFlll LI der PCNVa Oraef I. TrercRe. located ted- wom where paysg IGc concrete m concrete III be Installed dell be bockfilled meth sand a I 6' below the p and 3' above the ppisqa.e) and ted to equal the actin of the e?xsty adlacent undm1tJrbedaBoll ad stall be IefC In a Firm u al cadklon. AIf tr shall be left Plush meth the aur oleInq grade. Inkier Irrl Ion prior to the shall 'ptrg6ys 9 w In ace, cap Is k�tan pros 3f Isbuwfbdeyl ta.ekktrtretnlol�� p Ing undae;r p- Nwoul 2. 6erneracally, pt mhafl be rddne and . Pon Iseloin to cut drlacedk S the Gontiatka r contrm cdcre shall be obtained from the Owner ard/m CAN. No hydrmllc driving will be permitted under concrete paving m A.G. povk1g 3. Proves o minimum icor- of Ib' between the t assA, Installed n tbottom alled of the ate box fof all pressure and em p under I carw.r.t. pavtruij. All sleevemr. he 40 PVC. S. Asxrrbllo. L Routing of Inkier trrlgatlon Ihes m Indl,pted an the dr-tras Is dla�am- matic. Install Ilnem (and-vo'bus meemblle.) In much a rtioYmer d. to caAform with the details par plane. 2. Install NO multiple assemblies an plastic lines. Provide each o.sombly with its own outlet. 5. Install all case toll" specified h-oIn In accordoce with reap.ctNe detail. In absence of detail dra.trge or epeclFlcatlons oertalnlna to specific It - required to complete work perforin such work Ih actor with Owner. 4. PVC ppipe and Plttvcp Moll be thorouc{�Iy cleaned of dirt, dust and moisture bafoFe Wtallatlan. Irotallatlan vd e3Nent weldUg methods shall be m recommended by the pipe and fitting rrnaulacturer. 5. On PVC to metal cometacptl�on»orthhceep pCrrontractoor shall mark the metal con - PVC to first. Teflad oxf on tlreaded'PVG to metal( shrifts. Light -arch pr PVC to PVC, and an all ter pressure, b oil that b C ired. share threaded WG ca actions aid are required, use threaded PVC �tero into which the Pipe may be welded. H. Line Clearance All lines shall have a minuwm clearance of 6' from each other and from Imes Of other trades. Parallel Innes shall not be Installed directly over oro another. I. Automatic Controller Install as Pw manufacturer's Instruction. Remote control valves shall be connected to controller In numerical sequence as shaman an the dram". J. Hldt Volt V&Ig Por Automatic Controller I. '120-01 ppower eanectton to the automatic controller shall be provided log the Irnlgdtlan Contractor. 2. All electrical work shall conform to local codes, ordinances and union outhorltba have Jurisdiction. K. Remote Control Valves Install mhore, shout an the dram" and detalle. Kron cpouped ether allow at lamt 12' betmeen valves. Install each remote control voNe In 5 aepcvate valve box. Contractor shall brad all Valve Boxes. L. Flush"oP System I. Af all w *prinkl- pipe lines and risers are In place ad convected, all sm ay don iva-1wor roteK hm en ha becompleted, aprior to Installation of =eprkler heads, the control valves Mned Mall be opeand o Pull head of ,rotor uhed to Flush out the system. 2. Sprinkler hoods shall W Installed only after FluehVI of the aptem hes boon accomplished to the complete lafatan bee Owner. M. Sprinkler Heade I. Install the sprinkler hoods as dealgated an the dramirm. Sprinklou- hood* to be Irotalled shall be egvlval-t in 311 respects to tho5diterAlzod an plane and In dotalls. 2.Ing d heads shall not exceed the rtuixInum indicated an the drawing.. I W case shall the spacing exceed the maxtrmum recommended by the moulactur-. N. =rUoa Tree stere It s is necoasary to excavate ad scent to existing trees, the Contractor shall use all pmeble care to ovoa h to trees andtra , roots. Excavation In m where 2' end largear root" o shall be done bg hard. All root. 2' and Ica -ger In dlarneter exLeot dE-ectl In the path of plp� or cordal!, Mali be excess uMer and shall be heavll very�ped with burlap to proven! ecorlrW or axcosaNe dyl,q viers 0. maGXlne b nm clove to Vees having roSb smaller nisi 2' fi diameter, the mail of the trench adjacent tro the tree shall be ted mwith two 2) coat& of cuts Tr" Seat m elquaeTro&hh1thin 24 hours; and 4-0 this Is at oee"ead5acenIn �t II a trench coijacl be ?the trtclosed veto the tree slue li be kept shaded with burl canvas. "orvm. O. Field Manta Control I. Adjustment of the system a. The Contractor *hall flush andad Aret all Inkier heads far optimum a p.rfonnce and to prevent bis ovm�npray onto walks, roadways, and building. as much m possible. b. It It Is deteranlned that adjustment. In the auraation equ will provide prop- and more adesuafe covera� the GLntractor II rtake each ad Netmente prior to pfantlnq. AdIuSLnente may also Include chargee in ro le elze9 and degrees o arc bs roqulrod. c. Low-VtrWp raleed sprinkler heads by the Contract- shell be accomplished within 1Udays aftdr ratification by Omner. d. All sprinkler heads shall be set perpondlculm to finished grades unless ofheMl- designated on the plans. 2. Testing of Irrigation system a. The Contractor shall recd a*t tlro presenca of the Omer at least 46 hours (tmo marking dogs) In advance oP testing. D. Test all pressure line* under hudrmtatic pressure of 150 lbs. p- square hch and pprrove watertight. T9 ttrq of pressure main Innes shall occur prior to Irotalletlon of electrical Control valves. c. All apping under paved arum shall ber e tested undmtatic pressure of l50 IBs per square Inch and proved mcrtertlght priar to paving. d. 5ustaIn pressure In the* nor net lose than 5 Faure. If looks devolOp replace Joints and repeat test until entire syatam Is proven watert%kt. e. All hydrmtatc !eels stall bartade only In the pprreeerwe of the Ower. No pipe shall be backP111ed until It hes boon InspeLted, tested and approved. P. Contractor shall Punish necessary force pump and all other test equipment. g. Ken the arInkl- Irrlgatlon system Is cortplated, perform a cov-age test In the'exrco 6F the Owner to determine If the water icorreqs for plant areas b Tete and adequate. Furnish all materials and veHorm a work requVed to correct Ingdeq�= of icor-oqe due to devat aro tram plan, m mime the soy�SlCem ha3 been wuwny Wtalled m Indicated an the drawlncp when k b oUJlouely uadequate, without bring6g this to the attention of the Ovuuer. This feet shall bd accmp wo beforo any ground cover Is planted. In. Won lotlon of each sloes of work, the entire xptam shall be tested end ,:d 7 to meet el requirements. P. Field Obeervatlon 5chedrle I. Contractor shall be responsible fm ratlPyyInInqq Owner In advance f- the following field observations accordig tddVe time Indicated, a. Pre Job cont -once - 2 days prior notice b. Pressure supply the installation ad testing - 2 days prior notice c. Coverage tests - 2 dap prim notice d. Final field observation - 2 days prim notice 0. Maintenance I. The entre sprinkler IrrkaLlon ;r tem Mua11 be wrier Full operation Par a pared of 1 dap prim fo coy citug. 2. The Owner rexrvee the right to calve m shorten the opmatlan pmlod. S. Landscape Imi atLen eyetam shall be fully maintained N tM Contractm Pm a of 90 prl3r to fatal acceptace by the onnor. This period may ba e IP the maIntenarc. provsions are not met. R. GCle h.lean - upb" made _ _11 w8pr lke aid oovUw _ gr000med Q emlhawoahed doll ba ?movao?dyy trda-9. metol ed on the brk oral ere be ba repaired to anginal conditiars. S. Final Mold Observation Prior to Acceptance 1. The Contractor "hall ate each Wtem In Its entirety far the Owner at time of Penal Field Milan. Mu IComfM deemed not aciaptdale shall be reworked to the Iete sato action of the Own-. 2. The Contractor shall sham evidence that the Own- hes recelved all charts, accassorles, record drawings and aqulprtent m required bofme, final Kato .morvatlon can occur. S. bud of malntenace shall occur only on the mritten acceptance, by the Owner. ezrassuwn • rAtnuf rxC urmuw AtOmlCl! err men r,anmAr, sin >+A arms 1'ONr, GY*fl.m bee rets - & rAv b.e.as- �xPeclp for CALIF Thax1arewmgae ane/or IEe oca ,rewny7N Pearcataoa M e , a duaMa ImIp y t r.,_/Summon & uurPm'. Inc. Inc! thou = ane puPil- ei.Uan " 11 tx renrktM 1. nee veinal le m .hien they �P mea. R. -,se. Po - tin MbEcatiw by y moa. in a. Put preriiet.a e.cept py :nTen am Sum enntr rnurphy.ohy. Inc. U Z VJ W 2W y � U MZLu W C Z Z03 o CL W Q Z 5 s IL = Ir W F!k. Q NU U � r CO LTi �Cc g M 9g02 SHEET DESOUPTK)N IRRIGATION SPEW"TIONS 0125IGNED l„4P DRAWN MEM QQO® PGMM DATE 11.25.02 10& NO. 261066 C*D FU SNfff NIA.= L-13 Of 19 S1E1S Approved by: peso # O Planning Commission O City Council P(Community Dev. Dept. Initials (C--> --- Case No. 01012 03 3"' Y' Exhibit Q - e- ------ XWith Conditions ..WP DO P' P,PI. A A / / sed v0, \0 \i- t, . a i • U W 17 AQ9 SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY These drowings and/O, the e0 mponying spacifiedtions the lusrve property Or Foreum/$ummen A Murphy. Inc. and Ueir uee and publi- the cobOn — be .eslrlctsd W Vg -f site lar which they Re -use, epm- OJUNIPERUS GHINEN515 TORULOSA' HOLLYNOOO JJNIPE2 36" BOX 4 • OLEA EUROPEA OLIVE 20' FIELD 12 O 6ROYM OPINUS ELDERIGA MONDEL PINE 36" BOX K c OPINUS ELDERICA MONDEL PINE 24" 50� 2C O 00 OPR05OPI5 CHILEN515 CHILEAN ME50UITE 56" BO* OPRUN)5 'KRAUTER VE`' VIUS' FLONERIN6 PLJM 24" BG` < OSLHINI5 MOLLE CALIFORNIA PEPPER 56" BOX VINES SYMBOL BOTANICAL NAME COMMON NAME SIZE OT" 0 d m - 6EL5EMIUM 5EMPERVIRENS CAROLINA JESSAMINE 5 6AL. Q LONICERA JAPONICA 'HALLIANA' HALL'S HONEYSUCKLE 15 6AL. IH �- PYRACANTHA '6RABERI' FIRETHORN 5 6AL. R �- R05A BANKSIA LADY BANKS R05E 15 6AL. GROUNDGOVER SYMBOL BOTANICAL NAME COMMON NAME QTY MARATHON II E TALL FE5GUE SOD 5,466 5F DESKQ� NOTE: ALL PLANTER AREAS TO RELIEVE I" LAYER OF DECOMPOSED 6RANIT NBINDER. MEI„ 1 AVAILABLE FROM: CALIFORNIA BIOMASS (T60) 599-4126 PGMM DATE PLANTING NOTES I AT T1E caNcusloN aF Haan lsw,olNs, AN AGRgmMO lolls RI9pRt sHAil. !£ PR�Ay� tT THE OW®e Alm Fl.1W191� TO TI! OattRAOTOR Alm ALL .�GOFREImATONS PRa+ SIK.n PEPORT SiV1L � INOOI�ORAT® BY TIE (OMRAOTOR IMO INSTALLATION OF ALL PLAtKINe AREAE. 1. ALL TRS Alm 9NRLB MATaeIAI SP1'LIFIEO MIST MEET STAImARD IN9115TRY SPEGIPIGAT1010 FOR TIE .QIrAIIQ! 91ZE IIpIGATID. IF 15E LONIRALTOR GAINOT LOCATE MArael,N. oP ALOEPTABLE slm Ar TrE nNE a INSTALUT1oN, eorrrALr LAIOSOAPE ARa11TELT POR sPEul s1A%nTlmoN; ouvelnas oR slesnnmoN oP PLANT w.Teu,N_ ronlwr PRIOR APPROVAL W v+mxAFE ARcnnecT wu lar ec ALLa1�. 9. GONCP�L AL IRRl6AT10N `/ALVFS ,N. � AI�A4. TRfS SII.ALL NOT Q PLMTED CAO«i TNAII POI.R (4) Pf3T FROM ANY WALICwAY OR PLCIIG SIDDYALIc E%O�r Wia� TREE wr , u aR PARKPV,Y9 ARL' PROVIU® IN TFE 91DOVALK AREA. SNAIL IOYEIVE � ROOT ISAIDUlSlS !. Ire@ LCGAnON9 91101'M ON RAN MAY REQUIRE Ap.LSTlENi IN of FIELD. I'IviVae PE/319LE. TRss 9fIq.LD � PtlztTm A MIWMA+ of TEN (10) FP£ PROM ALL IweraRo<w UM1LITIES, STREET.ICIIII�, HYDRAlRS, Mm arr OF ORAIHAf�E PLOM LII SIIq.LD Tw5 Ibr � P0561Btt. CQITAOT TIE 11JmSOAR ARLNITELT FOR DE01510N dJ IRKBglr. 6. ALL TIgL3 IN TIMP AREA9 SW.LL NAVE ARBOR WAftD�. EiR0.WGOVaI TYPE SHOPN SHALL EE R.ANiED IN AL1 511Mb Alm A9 9PFLIFIEp ON v�.Ara eRLlAaco✓ax srALl IS PLNIII� Ar e• aN-rel+ree IAllramH TzunnsLLAR 9PAORle, Alm SMALL. EE LONf1w.blF LemE! ALL TI@ Alm ^JICIB MAYS A5 � WON PLAN B. ^ D L.AYfI SNALL f£'MAR/.ntl11 II' TI.RP-TYPE DYNrE FBC.I. AVAIL,AHLE PROM 90.mlMm SOD FARND (COS/ 4ED-SSDS. R. roP w1Ess ALL PLANrQ eem wTn A r Tnlrx I..Aroc w I• carosrra eRDum comae NULH , AvuLAEIe PRDM cALlPawlA eloMAx PRowcTs Heol sAR-.I1e oR u -Y APPROVED EQIAL. b. POR n .Nrnle. LI3B.D A.m DETAILS. SEE SI@T L- l,. POR PLANrINS 5P2L:FIGATIOtG NOTES: ALL TRzxs TO W TA BY LAim9GIFE AROMIIELT. corrtRACTOR To Auoev FOIe Aa Pars w AzruAL coLOR Pee HODEi Alm %FLATS AT PARKpV6 Lar. (4• POT9 AT D• OL. SPAOIN6) co«rRALroR ro TOP Ole®S KL PtrMrlNs AIT1� wTn I• LAYR oP OCt.ONPO^$ eRA111T wTH dlmeR. AYAILAAL e'I10MOLN.IFaOiIA sloMAss Heol sr -sloe (?SCALE: I/8"= I' -O" 0 B 16 24 32 NORTH A,.tE W I.AIRI1• ..A[,N[1L5...0 wnsaR AAo.rzcrs utw cowsr IgRZAr, RArz zoo nuu roerr, curoerxA laze Iwv uiuw Ax MPN .¢zm v NUSC,tA If OFCAUF� These drowings and/O, the e0 mponying spacifiedtions the lusrve property Or Foreum/$ummen A Murphy. Inc. and Ueir uee and publi- the cobOn — be .eslrlctsd W Vg -f site lar which they Re -use, epm- prepo— duction o. publi-t;- by Ol, —tldd, 'in -C . o part, u prohibited ez c t by -attdn rr f aIle. Summersh Murphy, z 4 O U K c UiGo O 00 j aO U U) '0=0 cc zF- z0Q (L 0 d m W 0 Q Z g a Q. Q) ° a Q C4 U Q c7zJ 01-00 0 2 °5M SHEET DESIMPTION TREE d QC PLAN DESKQ� WP DRAWN MEI„ 1 CHECKED PGMM DATE 11.25.02 " NO. 261066 CAD RE SHEET NUMBER L-14 OF 19 AHTS PARKWAY ESPLANADE SOUTH GROUNDOOVER SYMBOL BOTANICAL NAME COMMON NAME QTY OMARATHON II E TALL FESCUE SOD 1,692 SF NOTE, ALL PLANTER AREAS TO RELIEVE I' LAYER OF DECOMPOSED &RAN1T YVBINDER AVAILABLE FROM. LALIFORNIA BIOMASS (760) 599-4120 PLANTING NOTES 1. Ar M ""�' Q IOaMl11 DRMOYl, AN ADROIIOMO D01! RDIORr lMM.L � •F�AI® ET M 01'eCt Ab 1'VDaDIm TO M fa1R0.Y lOR A!O ALL RtY.a!lDDATIOIL' PROM 41LN I�ORr �JWL � IN.ORORAIm QT M GOMRALTOR IMO IFDTAWTION Q ALL RMFFINO AFPA} 2. ALL I� AMD HlaD MATCIUK DPGf.Irlt9 MpT hQr DTAlOA00 ItG1DTRY 9 TIRLAL A POR A COITAII W T nm IID. I. M OOMfU T CNMf ILOATe MAlfliIAL O ACOOTA!{G D13 AT M nK Q ODTALLATIaa OQITALT LANPYlfL ARGIaTPLT 1GR %m lID6TII1FIpy palpILIL1 QZ amTFNRa1 Q PLAM IunwAL OQMgR Pf110R APIROVK OI L.Ids2D['.V4 AROMISLT 1'6L NOF R ALLOe®. !. OWf2AL ALL IIOipAT10N VKV!! M DNIDD AIaCro. 1. n�llMll 1107 PLANlEO 40$t TIMN POW (11 r@T PROM AIK IMLIO'MY OR A8G OILBVILR L"4FPlI rFers IRg s„ A Qt PAf![!MY! ARG PAOVIL>® IN M fNOBtrLtc ARPJI KL TRg A -ANS KTnN rN! fy I'et Or YWJ[! ON PIIDJL vi11-T� 'a I 1 AT1010 —IN ON PLAN MAY FtmafB A—WT IN M FBD. NOlJOi reAaoIX-II✓aD lNpta.o PUJR® Namur a' TDI no) rgr rRON All IA�QtDROYO low A lI1aSFLIDMI9. N1'OMMfII. M0 GR OP OflAINAD! ROT LOB. DICL�D T1PJ NOF !C P0_�Z LOIIrAOT M AROIIIICOT Wll t%tl10N QI PlX.BBff. b. ALL ing! IN nB AfQ_,A1 lNAL1 MAVC MOOR 61YRDl. 1. DRgaO?CO.'Dt I'flE DICe'II 91W1 tg R.AN11D M ALL BMDD ARPJ,9 ro � .IF7® W PL/eD. DROUOIPOVOi lIIALL t= PI.AMm AT D' aKARa IaayYJlOr I}U/JIOILNt YAGMs. ANo Maar. tx caNrpupte uoa Au nog ANo DNR{D HM!®ro DIgN ON PLAII O. Doo LAYM'Jaal B Hr,RATNON n' rua-rrPe OnMv FeWr AVAn14C Pwae lalFylAto !oo rA (Dau +De+see. e, TOP OFP_9D ALL PL AMOI ®! rmt A 1 —i uY Q I' CONrPlTm eRlum r:orBe MiLN . AVALLASG PRai rxlPamA eIOMAY /'IPOOILI] (1001 9ry-etm at ORY APPRovts t'.O,AL. b. POR n.A,nnas LIDDID MID OGTAM1D, D8! DNISF L_ n. POR P1.A.NRIID OTLII'1fJ,TIR6 DQ fll@i L- ID. NOTES: ALL T� ro t: rADDm tx WoxePe AleGlelpLr. roIlRAcrora ro roar Pal a Pun a• AM1111L GQ.OR Pel MO08 A10 9! I'LATD AT PAIDCDIO LOT. (1' POTD AT O' OL. DPAOMl1 coNFRAcron ro TOP oFad M.L PLANfab ARW rIIH r ora o OKQTIT� eroAler 1TIlN Dowa AYA" a " PF+oH. fJ.ALn'OmaA oIlelATe Heol !«-M2D SCALE: 1/6"=l' -O" 0 0 Tel 24 52 NORTH sa�mraaR.a rAanm eC. we Co.[ ATWRCIf » COIAlI towAr. San >m oww 1T2•IF. Gg101uA f0.10 beA eurw rAT OrW wan �Lpp V.NOS[,tp 4�F� le•m f�' SOF CALIV Thew d—i.gs ono/a• the ocoompanying s dfkalio- re the ey4vei.e oroperty of Forum/S.— D Murphy, o eMtl IN reagillea le the ginaf it, fw rhkh they pTpaF�, Re-uR epm- O—uclian wWato , m Ihoa. is nae oon. PMNhitaa a pl IlmTn ­i�ion,ram rT Summate A Murphy, ulna. C6 W 2 m =Z a (n OV 00E 0 ZOQW V d (LL W Q Z g g CLZ W LL I.- 0 U f VW 7 W o FOo IE 5 °.O bmui umiurinm TREE aa0 PLAN DF9C?® re DRAY M 7•,¢M CHECKED FV -MM. DATE 11.25.02 W® NO, 201066 G1D FLE 9•DFF rIl1A1BBt L-15 OF 19 9�TS \` TREE5 -S"I'MBOL BOTANICALCOMMON GTF �P T,R��TIRtititits/�Ttits��� . ►�� _ IN _r (D PINLIS ELDERJrA Mc7NPEL PINE 24' BOX 2 .♦. ■■ i D. FFUJK)5 CAROLINIANA CiAROLINA LAUREL CHERRY 96- BOX 6 (D WAPHIOLEPIS `MA-E5TIC. BEALITY' MAJESTIC BEAUTY 24' 13OX a LU ..RHAPHIOLEPIS AFRIr-AN SUMAC 96, BOX a KLTI ] LL ul SrHINUS MOLLIE CALIFORNIA PEPPER 48' BOX 4 ��I�1-� 666 d �� i�.r ��J�■ �_o�,�� .. I I D o o i o. ■i� SYMBOL BOTANICAL NAME COMMON NAME 51ZE GTy c n■J LONICERAF PARKWAY ESPLANADE SOUTH GROUNDOOVER SYMBOL BOTANICAL NAME COMMON NAME QTY OMARATHON II E TALL FESCUE SOD 1,692 SF NOTE, ALL PLANTER AREAS TO RELIEVE I' LAYER OF DECOMPOSED &RAN1T YVBINDER AVAILABLE FROM. LALIFORNIA BIOMASS (760) 599-4120 PLANTING NOTES 1. Ar M ""�' Q IOaMl11 DRMOYl, AN ADROIIOMO D01! RDIORr lMM.L � •F�AI® ET M 01'eCt Ab 1'VDaDIm TO M fa1R0.Y lOR A!O ALL RtY.a!lDDATIOIL' PROM 41LN I�ORr �JWL � IN.ORORAIm QT M GOMRALTOR IMO IFDTAWTION Q ALL RMFFINO AFPA} 2. ALL I� AMD HlaD MATCIUK DPGf.Irlt9 MpT hQr DTAlOA00 ItG1DTRY 9 TIRLAL A POR A COITAII W T nm IID. I. M OOMfU T CNMf ILOATe MAlfliIAL O ACOOTA!{G D13 AT M nK Q ODTALLATIaa OQITALT LANPYlfL ARGIaTPLT 1GR %m lID6TII1FIpy palpILIL1 QZ amTFNRa1 Q PLAM IunwAL OQMgR Pf110R APIROVK OI L.Ids2D['.V4 AROMISLT 1'6L NOF R ALLOe®. !. OWf2AL ALL IIOipAT10N VKV!! M DNIDD AIaCro. 1. n�llMll 1107 PLANlEO 40$t TIMN POW (11 r@T PROM AIK IMLIO'MY OR A8G OILBVILR L"4FPlI rFers IRg s„ A Qt PAf![!MY! ARG PAOVIL>® IN M fNOBtrLtc ARPJI KL TRg A -ANS KTnN rN! fy I'et Or YWJ[! ON PIIDJL vi11-T� 'a I 1 AT1010 —IN ON PLAN MAY FtmafB A—WT IN M FBD. NOlJOi reAaoIX-II✓aD lNpta.o PUJR® Namur a' TDI no) rgr rRON All IA�QtDROYO low A lI1aSFLIDMI9. N1'OMMfII. M0 GR OP OflAINAD! ROT LOB. DICL�D T1PJ NOF !C P0_�Z LOIIrAOT M AROIIIICOT Wll t%tl10N QI PlX.BBff. b. ALL ing! IN nB AfQ_,A1 lNAL1 MAVC MOOR 61YRDl. 1. DRgaO?CO.'Dt I'flE DICe'II 91W1 tg R.AN11D M ALL BMDD ARPJ,9 ro � .IF7® W PL/eD. DROUOIPOVOi lIIALL t= PI.AMm AT D' aKARa IaayYJlOr I}U/JIOILNt YAGMs. ANo Maar. tx caNrpupte uoa Au nog ANo DNR{D HM!®ro DIgN ON PLAII O. Doo LAYM'Jaal B Hr,RATNON n' rua-rrPe OnMv FeWr AVAn14C Pwae lalFylAto !oo rA (Dau +De+see. e, TOP OFP_9D ALL PL AMOI ®! rmt A 1 —i uY Q I' CONrPlTm eRlum r:orBe MiLN . AVALLASG PRai rxlPamA eIOMAY /'IPOOILI] (1001 9ry-etm at ORY APPRovts t'.O,AL. b. POR n.A,nnas LIDDID MID OGTAM1D, D8! DNISF L_ n. POR P1.A.NRIID OTLII'1fJ,TIR6 DQ fll@i L- ID. NOTES: ALL T� ro t: rADDm tx WoxePe AleGlelpLr. roIlRAcrora ro roar Pal a Pun a• AM1111L GQ.OR Pel MO08 A10 9! I'LATD AT PAIDCDIO LOT. (1' POTD AT O' OL. DPAOMl1 coNFRAcron ro TOP oFad M.L PLANfab ARW rIIH r ora o OKQTIT� eroAler 1TIlN Dowa AYA" a " PF+oH. fJ.ALn'OmaA oIlelATe Heol !«-M2D SCALE: 1/6"=l' -O" 0 0 Tel 24 52 NORTH sa�mraaR.a rAanm eC. we Co.[ ATWRCIf » COIAlI towAr. San >m oww 1T2•IF. Gg101uA f0.10 beA eurw rAT OrW wan �Lpp V.NOS[,tp 4�F� le•m f�' SOF CALIV Thew d—i.gs ono/a• the ocoompanying s dfkalio- re the ey4vei.e oroperty of Forum/S.— D Murphy, o eMtl IN reagillea le the ginaf it, fw rhkh they pTpaF�, Re-uR epm- O—uclian wWato , m Ihoa. is nae oon. PMNhitaa a pl IlmTn ­i�ion,ram rT Summate A Murphy, ulna. C6 W 2 m =Z a (n OV 00E 0 ZOQW V d (LL W Q Z g g CLZ W LL I.- 0 U f VW 7 W o FOo IE 5 °.O bmui umiurinm TREE aa0 PLAN DF9C?® re DRAY M 7•,¢M CHECKED FV -MM. DATE 11.25.02 W® NO, 201066 G1D FLE 9•DFF rIl1A1BBt L-15 OF 19 9�TS \` T SYMBOL BOTANICAL NAME COMMON NAME 51ZE QTY �rF OPCAuftF m... am.Mgs and/or mI accomplrry; auAU..peulcut;or f e !fa a re prvpwly of F--/s.--h Y ® FEIJOA SELLOWIANA PINEAPPLE GUAVA 5 GAL 22 } FESPERALOE PARVIFLORA RED YLGGA 5 GAL 25 _LNIPER BLUE POINT' JIMIP1g2 15 GAL I LANTANA CAMARA LANTANA 5 GAL II O LANTANA MONTEVIDEN515 LANTANA I GAL 164 OA LAVANDULA AN6 STIFOLIA ENGLISH LAVENDER 5 GAL 95 OLAVANDULA 5TOEG44AS SPANISH LAVENDER 15 GAL 54 LAVANDULA STOEC+I S SPANISH LAVENDER 5 GAL 12 PENNISETUM RUBRUM FOUNTAIN GRAS` 5 GAL 48 PHORMIUM ATROPURPUREA PURPLE LEAF FLAX 15 GAL 24 PHORMIUM YELLOW YIAVE' GOLDEN FLAX 15 GAL 20 X PHOTINIA FRAZEM FRASERS PHOTINIA 5 6AL 25 O PHOTINIA FRAZERI FRASER5 PHOTINIA 15 GAL l PITTOSPORUM PHILLYREOIDES WILLOW PITTOSPORUM 15 GAL 4 OR R05MARINUS PROSTRATA PROSTRATE ROSEMARY 5 GAL 59 ROSMARINU5 'r6l5'-AN BLUE ROSEMARY 5 GAL 192 TRAOHEL05PERMIM JASMINOIDES STAR JASMINE 5 GAL I P�Rj, i ANTIN& NOTE5 1 M GW4Mtc Q RPkSN fRADOY, AN AORONOML DOL! IQ9tlIti D1lALl 5 MI® fT' 01101 AMD 1VOf� m TO M �TOq Np N1 �ITBOAT101D ROOM DIf.M 1�QR DIwLL B MLOgoRATm BY M LONAAGTOR RDTNIATION Q ALL PLANIIND A/EAS Jl 1115 AIO DIRD MATl911AL � MDT FCT 3TAMDAI® YDTIpTRY :�IU1TlOND Iql M C4NTAOQ C MDI(J.MT I' T K—tiTACT t GNflpl {A./rT[ wTtz W ALLSfAD1! DIID AT M THE Q a6TALLATON (QOALT L.AOYJIR I. T P011 D1rD009 9�T1MW W OG�IDIZIM! 011 BCiTINitQ1 Q RAMP MI�IEUIL XT PIIIOII APPIOprA. OF ARLMnlLT PDLL ItlT R AILAm. Q10EK ALL 1p1pI.T10X VA.Vp M DM6D AIlAD. i® 9IW.1. IIOf W PLANim LLOdI T1W1 P (4) PST PRRI ANY 1NLYJMY (M 1L DIOD'1/iK OfL9i W� 11@ MD1D ON PARKlMri AI21"ROJIOm IN M 10AL1. A, W LOCJ1T10lD DXOYN ON RIMI MAY N!' Wl ATMt W) IT H M RCD. IMNf>t T'In Tl q= wwm B R l m A — m Q Td (to) PST N5. ALL uotDURalo VS DTRQTJ AOT NYORAMD, ANO OHT Q D.IANADe RAM tJ10. D.o1LD TND NOT OY�L GONTALT M lANl1D0MC AKJ9TLLT PQO ODLLMpi ON PIAfDCtf. i.L Tt®M TIR AR/V 9lMLL NAV!' AImOR WAI@!. RLUOLWpI TTP! DIq'N DMAL Q RA MNL DMIDa AIPAN DPlL1P® ON a DRGiIDLOJOI 011ALL Q.' RAMTm AT a- D' LN-LO1iE0 40roR1 TRIMWLMt YALMD. D1tALL x L011TDIATA uosl Ai TRa ANo DNOD rLtADc ro D110.W oN PIJJL W LA1M e1lALL 5 TNRATV" 11' -I--' —ALAQ .ROM TLAIO DOD PARD (DON 4DD-MOD. or 01m9 All PI.A+Ia S1JD 1vT11 A r TNKAC ural OP 1• Lq.eoDTm ewa.o Q KLCA , AVA� PIpT1 CALIPOWDA 510MAM PROOIGTD n150) "M M GTT lar® BQaAL wa PLMRW LPJDO Ao oerA.D, x D1Qr L- n. PQl n.A11nNs DPecmcATlole )TE5: TI® TO 5 TA W LAl1XAP! ARLMIIlLT. l Tm M ALL PQ. H RAID Q ANNYL GOILR P 6 AND M RAID AT PAIMIID LOT. (4' P AT W 04 DPA ) T Tm TO TOP O AL RANTIitl A/EN Ri11 V I.AYDI Q oYPPt DTLWr RT11 M14)Al AVALAdG PROM. tJ.AL1PORlaA +1.ro fTDOI 5M -4t26 SCALE: 1/8' I' -O" 0 O b 16 24 52 NORTH DD.6LWM1 • 1AtTIQ1,.c IpLDCA1 A10fISn 11m tDAST Mo.Hur, 9li[ wo I]VN 10111. CAIIgw. >a>n DID w11M /K Dell WfLl1 V Xosc..p �rF OPCAuftF m... am.Mgs and/or mI accomplrry; auAU..peulcut;or f e !fa a re prvpwly of F--/s.--h Y -1,n a — .4`n- 1. 1. Ctin Iny -tkl erig:nal .III for .'ch - h , .01 wapw.d. Nea ule. aceto. n prc6c von M o^i y m.tnoe, ;n ria. wn. ' 0wy paNlMtaO e. opm Fonritlen Summerin Er Murphy, Inc. Z D U 2 C6 W f W _� Q) o mzR Lu uJ ZOW 0 afoIL 9W Z g s IL z S CO 0 W LL d U f. 1 r CO 0 O O �+ 0 F 2 °S2 SHRUB PIAN D010® Y'P DRAWN LG Oifl® PGMM DATE 11-25.02 W! Na 2blObb CAD RIE SIiEFf NUMBE1t L-16 OF Iq 875 Ik PARKWAY ESPLANADE SOUTH SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY O EUJNOMUS JAPONICA WHITE IRONBARK 5 GAL 22 OILEX BU PORDII BURFORD HOLLY 5 GAL 14 Q ILEX VOMITORIA WANA' DWARF YAUPON I GAL 20 . ILEX VOMITORIA RANA' DWARF YAUPON 5 GAL 45 JUNIPER 'BLUE POINT JUNIPER 15 GAL 5 JUNIPER MINT .ULIP' JUNIPER 15 GAL 9 ® LANTANA RADIATION' LANTANA I GAL 110 LANTANA RADIATION' LANTANA 5 GAL 7 O LEUCOPHYWIM FRETE51—EN5 TEXAS RANGER 5 GAL 65 *REEN CLOUD' OL LISU5TRUM TEXANUM TEXAS PRIVET IS GAL 17 MYRTUS GDM?4N15 MYRTLE 15 GAL 16 8 NANDINA DOMESTIGA HEAVANLY BAMBOO 15 GAL 26 Q NANDINA DOME5TICA HEAVENLY BAMBOO 5 GAL 55 ® PEM15EM1 RUBRUM FOUNTAIN SRA55 5 GAL 72 OPITTOSPORUM TOBIRA VARIA&ATA' VAR16ATED TOBIRA 15 GAL 7 ® PITTOSPORUM YBIEELER5 DWARF' DWARF TOBIRA 5 GAL 120 O FRUN15 BRIGHT N' TIGHT' FLOWERING PLUM 5 GAL 9 OPRUNUS BRIGHT N' TI644T' FLOY4=RIN6 PLUM 15 SAL 23 O RHAPHIOLEPIS 'CLARA' INDIA HAWMORNE 5 GAL 43 OG RHAPHIOLEPIS 'GLARA' INDIA HAWTHORNE 15 GAL 5 ORHAPHIOLEPIS PINK LADY' INDIA HAWTHORHE 15 SAL T TRAUEL05P9iIMM JASMINOIDES STAR JASMINE 5 GAL 52 OVIDURNUM TINUS VIBURNUM 15 SAL II OV VI5UiN1M T1NU3 VIHERNM 5 GAL 27 XY.OSMA COMPACTA XYL05MA 15 GAL 14 PLANTING NOTES I. AT M LOKLGIOM Q RgpN eRAPyG, AN ADROMMIL eOde 1✓fiVla! eMALL S PRB'A1� GT M OIYCa Alm 14lQUSlm TO M LONIRALT01t, AID ALL ReGCTfBDATIOW P110M OYGII F®GNr SMALL S INf:01D'ONATm GT M GOIIINA(TOR IMO e6TA.LATION Or ALL I°I.AITIG ARM 3. ALL 11� AND 01fGG yMr9DAL SELRIID MGT !8T 9TAIDAlD D✓D{BTItY D/GRKwTIpD IOIa M f.ONTADpI 913 QmIrJR M GQRPALTON LANOT IOGAR MATpaIAL Q ACLaTA1[ DIS AT M TDT. Q M IIGTALLATpp11 OQrtKT LAIO9GAr0 AFLIHiBGT ION 6%IB elB9T111l11p18 POrN91IDL! OR eIEFsTIM10M ? PI.AIaT MAT6LAL YVTglI PRION AAPNOVAL Q WpX•APC ANWROT ImL NOT � ALLCfm. 0. GON[[AL KL pa0eAT10N VA -VO IN 9PDG 112A9. �. TR(a eWLL NOT Q PLANIm Ol09Oa TIUN 1'OIA (M IQT IROM ANY 1WXYMY OR IIdIL 9DlWLk IX09T 1'1E2 Tt>a I'a19 OR PAtGOMYe AQ 1'RMOm IN M ARA NUL_: _ nl� NOOT ITw1aL� 9. TI✓ff LOOATIOID 91mM1 Q1 RNs MAY RPQID<c ADJGITBIT M M FlGD. ME?Net • TI45"Ll— 0 � MJM®A MMIMM Q 1B1 DO) IST IROM Ml 11mBbROUm UIIL 055 9TTlQ}LNNI01 IA'T>A.W10. AIm Q!f Q OIwNAb! rtan LM 'J1p110 T11G NOT Q f� GOIfTALT M LAImYJiR ARGMTI'LT IOIa OGGILN ON rLArEE11T. e. Au TR® IN TLav AlRlae rYeatl IMV! Almpl aLum9. eRA RWVC TYPO %ALL BIMLL S rL T ae 0 KL 01IeG AIQA9 b l�GPlm W PLAlD. eROUOfAAZt eNAl � PLANT® AT 0. ON•CGMOI mP010e TNIAGLtM ePAUNe. AID 9IMLL S camla.lpae IIWe A.L TNa Aro 91ICb MAm b 91sOW1 ox rwa D. 000 LA 9IIALL S MANATNOII II' TIiR-TYrD OIMI✓R InTJG AVALAd2 RIOM 9p1lI1lIND 90D rA1PD (am 1. TOP 01599 ALL Pt.MI1fll ®D MTy1 A ]• TIpLK LAYfR Q I. 0W/iOOTm OIeAlD CaVea raaGN , AVAn ua n !'ROM ON.1r0104A BIRMSS PNOg10T0 rleo) 9w -NY at GK APPROJm EDML b. PpL PLAODtl LG9BD AID OCTAL0. 9S 91RT L- A. POR rLANTMe %AIIGTI0IG 9Q 91QT L- le. NOTES: Au T1®ro I: rAeem er L.AaPxAIe ARlJa}GGr. laIINAGTQe TO ALLpI POR �D MT9 AT 6- PAMINL rd H'md AIm 09 MT0 AT ARXIMe lOr. (W �• t' 0 e• OG. 9PAGN91 CONIAALT011 ro TOr O/mD ALL PLAMTIW ARW IPM I• LAym Or OCLGMJ9m .egAMT NTII eDOQ1 AVNLbI! IaaOM. (1lUIOWOA OIRK^A (TDO) 9A�1]D SCALE: 1/5"=I' -O" 0 0 6 I6 24 92 NORTH sD.QaAunM D r�annt K IAIGSGIi ASOaRC13 mreT NIDswAT. SUR >m DML, .OMI. cumn«.Dp, nn LllaaY IAa DJD «.,.>, TJ.IIDSC.ap — — Theca d—ing. —/or Ue au mpanyin9 apttil:cotivna n Ue ea I., property w ronum/Summon a Uurph'. Mc. ab IMr uae — pupf- nlian sMl a d b Dm or:g.nal ite fo.r,U hr�icN tnay ae Me7'm Ne -use. rryro- Eu,h of pueli. ar ey . i. meUop, in ep abs pan. h pro"ifiled c 1— pon.-/ parmem m/ Summon & Murphy, plot. V Z W 2 =fid o co W o ��uu Y � Z 0 aha W D Q Z 5 CL = a W LL' QCm U a CO BOG m °520 SKEET DE51MMON SHRUB PLAN DtslCNED AP DRAWN L6 CHECW PGMM DATE 11.25.02 100 NO. 261066 GAD 11 St -W KUM= L-17 OF 19 SHIEZ ' 2 X DIA-ETER OF ROOT BALL I. TREE OR SHRUB - SIZE PER PLAN 2. 1' LAYER OF DECOMPOSED 6RANIT W/BINDER 3. 3' WATER BASIN 4. FINISH GRAD' 5. AMENDED SOIL FOR PLANTING - SEE 5011-5 REPORT 6. PLANT PIT EXCAVATION T. PLANTING TABLETS - SEE SCHEDULE FOR OTY. 5. ROOTBALL 4. NATIVE 5UB&RADE 10. EXISTING SLOPE �HIND PRENv L FOR 24' BOX TREES OR SMALLER FI PLANTING ON SLOPE IDI DOUBLE STAKED TREE PLANTING JAI (5ROUNDGO\/ER PLANTING 2 X DIAMETER OF ROOT BALL I. 6' 2. FINISH GRADE 9. BACKFILL MIX - SEE 501 L5 REPORT. 4. PLANTING TABLET - SEE SCHEDULE FOR QTY. 5. ROOTBALL b. NATIVE SUBSRADE 7. (I) B' 'ARBOR 6UARD' FOR EACH TREE IN TURF BY DEEP ROOT CORP. (714) 096-0569. 6. TOP OF ROOT BALL TO BE I' ABOVE FINISH GRADE. 9. I' LAYER OF DEGOMP05ED 6RANIT w/BINDER NOTE: ATTACH GUYS TO MAJOR TRUNKS ONLY. i E h I. (3) 5/4' BLACK RU55ER HOSE 2. 1/2x6 LONG GALVANIZED STEEL TURNBUCKLE S. 5/32' BRAIDED GABLE W/ 1/2'x9' LONG PVC TUBING 4. (9) VUGKBILL' EARTH ANCHORS. MFG. BY V.I.T. PRODUGT5 (bl9) 675-1760 5. ROOT BALL FOR 56' BOX TREES AND LARSER FOR PLANTIN6, REFER TO TREE PLANTING DETAIL. OF ROOT BALL I.I, 5, OR 15 GALLON SHRUB 2. I' LAYER OF DECOMPOSED 6RANIT YV51 DER 9. 9' WATER BASIN 4. FINISH GRADE 5. AMENDED SOIL FOR PLANTING - SEE SOILS REPORT 6. PLANT PIT EXCAVATION 7. PLANTING TABLETS - SEE SCHEDULE FOR QTY. B. ROOTBALL 9. NATIVE SU56RADE 161 TREE PLANTING LEI TREE GUYING IBI SHRUB PLANTING CJ1r') I AWAI 500 LAWN SHALL BE MARATHON II' TURF TYPE TALL FESCUE AVAILABLE FROM SOUTHLAND 900 FARMS (505) 466-5565. SOILS REPORT AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT' L BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR AND ALL REGOMFt)?IDATONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. PLANTING TABLET SCHEDULE GRO-POI"eR PLANTING TABLETS FOR CONTAR ER- ROAN PLANTS 1 I. 'CINCH -TIE' BY V.I.T. CO. ..2-5 TABLETS (619) &T3-1'160 d 2 2. LODGEPOLE PINE STAKE 5 GALLON COPPER HAPHTENATE S IMPREGNATED. 2-1/2' DIA. CONTAINER RECEIVE5. x 12' LONG FOR 24' BOX AND SMALLER. r a 3. (I) 6' 'ARBOR GUARD' FOR 10-12 TABLETS EACH TREE IN TURF. MFG. CONTAINER RECEIVES BY DEEP ROOT CORP. 20'-24' BOX RECEIVES (714) 696-0563 I. GROUND COVER PLANT FROM FLATS OR LINERS 4. TOP OF ROOT BALL TO BE 2. 1' LAYER OF DECOMPOSED GRANIT w/BINDER I' ABOVE FINISH GRADE 3. FINISH GRADE S. 3' HIGH WATER BASIN 42' BOX SEE SPEC5 4. PREPARED BACKFILL (SEE SPECIFICATIONS 46' BOX FOR TYPE AND DEPTH) 6. FINISH GRADE 60' BOX 7. PLANTING TABLET - SEE 32-56 TABLETS SCHEDULE FOR OTT. 5-4 TABLETS 5. BACKFILL MIX -SEE EDGE OF PAVING, 51DEWALK, WALL, OR CURB SOILS REPORT p.ALL C 9. ROOTB • • • • • 10. NATIVE SUB&RADE D� �D NOTE, MIN. Two TIES (TOP A BOTTOM) \ • - -• • • REOUIRED. USE THIRD TIE WHEN D NECESSARY TO HOLD TREE IN UPRIGHT POSITION TIES TO BE SECURED TO AVOID SLIPPAGE • • • • • • (WRAP STAKE TO FORM FIGURE EIGHT. NAIL w/ (1) 6ALV. NAIL THROUGH EACH NOTE, LOCATE PLANTS SPACED EMAIL DISTANCE (D) TIE INTO POLE. FROM EACH OTHER A5 5HOWN D - AS NOTED ON PLAN. FOR 24' BOX TREES OR SMALLER FI PLANTING ON SLOPE IDI DOUBLE STAKED TREE PLANTING JAI (5ROUNDGO\/ER PLANTING 2 X DIAMETER OF ROOT BALL I. 6' 2. FINISH GRADE 9. BACKFILL MIX - SEE 501 L5 REPORT. 4. PLANTING TABLET - SEE SCHEDULE FOR QTY. 5. ROOTBALL b. NATIVE SUBSRADE 7. (I) B' 'ARBOR 6UARD' FOR EACH TREE IN TURF BY DEEP ROOT CORP. (714) 096-0569. 6. TOP OF ROOT BALL TO BE I' ABOVE FINISH GRADE. 9. I' LAYER OF DEGOMP05ED 6RANIT w/BINDER NOTE: ATTACH GUYS TO MAJOR TRUNKS ONLY. i E h I. (3) 5/4' BLACK RU55ER HOSE 2. 1/2x6 LONG GALVANIZED STEEL TURNBUCKLE S. 5/32' BRAIDED GABLE W/ 1/2'x9' LONG PVC TUBING 4. (9) VUGKBILL' EARTH ANCHORS. MFG. BY V.I.T. PRODUGT5 (bl9) 675-1760 5. ROOT BALL FOR 56' BOX TREES AND LARSER FOR PLANTIN6, REFER TO TREE PLANTING DETAIL. OF ROOT BALL I.I, 5, OR 15 GALLON SHRUB 2. I' LAYER OF DECOMPOSED 6RANIT YV51 DER 9. 9' WATER BASIN 4. FINISH GRADE 5. AMENDED SOIL FOR PLANTING - SEE SOILS REPORT 6. PLANT PIT EXCAVATION 7. PLANTING TABLETS - SEE SCHEDULE FOR QTY. B. ROOTBALL 9. NATIVE SU56RADE 161 TREE PLANTING LEI TREE GUYING IBI SHRUB PLANTING CJ1r') I AWAI 500 LAWN SHALL BE MARATHON II' TURF TYPE TALL FESCUE AVAILABLE FROM SOUTHLAND 900 FARMS (505) 466-5565. SOILS REPORT AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT' L BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR AND ALL REGOMFt)?IDATONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. PLANTING TABLET SCHEDULE GRO-POI"eR PLANTING TABLETS FOR CONTAR ER- ROAN PLANTS I GALLON CONTAINER RECEIVES. ., ..2-5 TABLETS 9 GALLON CONTAINER RECEIVES E --b TABLETS 5 GALLON CONTAINER RECEIVES .6s1 TABLETS 7 GALLON CONTAINER RECEIVE5. 6-10 TABLETS 10 GALLON CONTAINER RECEIVE5 .. 10-12 TABLETS 15 GALLON CONTAINER RECEIVES 12-15 TABLETS 20'-24' BOX RECEIVES 14-16 TABLETS 30' BOX RECEIVES 16-16 TABLET' 96' BOX RECEIVES 16-20 TABLETS 42' BOX RECEIVES . _ 20-22 TABLETS 46' BOX RECEIVES 22-24 TABLETS 60' BOX RECEIVES .. 32-56 TABLETS LARGER SIZES, FOR EACH 1/2' CALIPER USE, 5-4 TABLETS 1. APPLY A ONE INCH (I') DIAMETER AMOUNT OF 6E. SILICON ADHESIVE WITH 51X INCH (6') LONG STAINLESS STEEL PURE TO SURFACE (TWANSUL.AR SPACED LOCATIONS) 2. ESPALIER OR VINE (SEE PLANTING PLAN FOR SIZE) 9. FENCE OR WALL PLANTING na�aaslrmrn • nunrra n[ wcacvc ARM16lf � m�5e nowrAr, cart m oVw.am. cvaaaran ma e.o.u,e. rA: eem .aul V SC4pf a -slim :ars. JOT CALIT Thme d-inge -d/m Na empany;N epecMcp6- R rha erclufrva -p" pl Tpnum/Summers tr Mu•phr. wa mer pre ane N 1, u uaa eha.H a lar led l uee �,ginal to IR .Mcn ry pre7m re Lim y 1p aucuwr ar wu W .' y aa. melnoe, in -Pt or pall, 'a pmMMlea a ept p� .duan permieeipn �l.om Fors m/ Summers tr Murphy, pinc. d z W i _Lwau Q (SOV Q 9 o W Q z o a�d W a z g a (L z co LL LL= Q �U Q r 0Ijoo -gmo PLANnNG DETAILS DlB1ONID SMP DRAWN C HES LG DATE 11.25.02 IDB No. 261066 UD FRE 066PD SHEET NUMBER L-18 OF 19 SHff1S I. GENERAL 517E PLANNING F. Mydrowed Turf _ b. Application The Owner shall have a Boll analysis made after completion of the rough hiydroeeed all cram designatedm 'Hydreea.eed Turf'. See Planting Refer to Fkyriraseetl Lown Not.. for hyoroeaed application. bac. and the,oils ant yuoa- ;w be m ma grading. The Contractor shall Incorporate all Boll ameMnonte and fertilizers Detail Sheet for type and quality of Beed mix, re,till— and additional Wombifed a epl GY ,num n I o Con aloe Summon & Murpny, pre lbed herein. The Boll preparation epeclfled below shall be adjusted m endments. III. 6113111B2AL NOTES according to the analysis, after approval Prom londecape architect. O I. Application A. Glean -Up A weed Control for Lan+.. Shrub t Ground Covar Aram (Except Slopes) ci I. Ra— all existing weeds from w0ace. Reprove all roots of Bermuda- a. Equlpment, Hydroullc equipment used Por the application of the fertilizer, seed, and Plber shall ba of LOT= Hgaro-Seeder' I. After all Installation operations have been co�l.ted, remove all trash Prom the daily. W Johnson Gross, etc. and dispose of off alto. pulp, approved by the Landscape Architect. This equ shall type m an rubbish, excass soil, empty plant contain., and site All scare, ruts other marks In this the area —sed by thwork shall be a = W have a built -In agitator system and operating LapaGlty PVIont to repaired and the ground left In a neat, orderly condition. Leave site In to W:e 2. Install Irrigation. agitate, suspend, and homogeneously mix a slurry contain not less broom -clean condldin ilk the end a! each workingtom d�ao Hoes doral all W W ria ZOw than 40 lbs. of fiber mulch M a combination of T lbs. Fertilizer p paved area, including walks and patios, upon co pletlan of all work pa 9. Fertilize all shrub/ground cover area. Apply IO ars. of 16-20-0 wilds for each 100 galien. of water. The slurry distribution Ilea W commercial fertilizer per 1,000 sq. ft. or as attracted by soils report. shall be longe .rough to prevent stoppage and shall be equipped B. Maintenances 4. water all ehnb/ground cover areas for three (B) weeks to germinate with a set of hydr., V spray nozzles which shall place the slurry tock and spray nozzle within sufficient proxmltg to be seeded. I. The Contractor droll malntaln during Installation a sufficient ember of weed wads. Apply water at low rate to avoid erosion. men and adequate equipment to perform the work herein specified. 5. Licensed e. Preparation, The entry prepcaatlon shall take place at the site of Plant maintenance work shall consist of applying water, weeding caring applicator shall apply systemic weed killer to all planting areas per '"Vocturar' sp"Irvataro. work and shwa begin adding water to the tank when the engine Is at half throttle. Yuen h7ie water level hos reached the heights of the of plants, IncludVg ground coven., shrubs, ulnas and trails, edgU�9 ad fertlllzlcJ diseases, QPCO agitator shaft, circulation shall be established red at this time mowing Imus, control of poets and and malntalnbg free dirt. Upon SHUT B. Soil Preparation s Finish Grading good the seed shall be added. Fertilizer shall than be added, followed by walks of debris and completion of each area of Installation, the Gontrcctor, Landscape Architect and Owner shall DFS«]'® ins fiber mulch. The fber mulch shall be added to the mixture after the conduct an Inspection of conplotad area, alar with the Owner's U¢QIID PGMM 1. Rough trod., Site to be received by Landscape Gmtroctor to within seed and when the tank Is at least one-third filled with water. All maintenance reprewrtatl— At this time, a Ilei of corrections, IP racy, JOB I/10 foot plus or moue by owner based upon GMI Engineer's grading plan. fair mulch shall be added by the time the tank Is two-thirds to shall be made which are the rasponalblill y of the Contractor. L-19 three-fourths full. Spraying shall commewe Immediately when kmk Is CF Iq %BTS 2. Finish grade, Finish grading to consist of grading, raking and hand work Nil. 2. After all work has been corrpl.t d, bnsp—L al and accepted, all areas necessary to achieve desired contour and flow line patterns, based will be maintained far a period of ninety (q0) calendar days or as long Way GNI("Irear's ploy, resulting h evenly Finished surPoces free of c. Ppploaton, Apply Fnydro-mulch In the farts or a slurry consisting of os s raceseary to establish thriving trees, shrubs, turf, and ground cover debris and filter. wood cellulose fiber, seed, chemical additives, commercial fertilizer without bare spots. and water. Wren hydraulically sprayed on the soil wrgota, U- S. Spread over all Imen, shrub and ground cover areas, amendments and hydromuiehhg shall form a blotter -like ground cover Impregnated 5. Keep all areas weed -Pres, adequately watered, and neatly cultivated fertilizer proscribed h soils report Tharoughl mIx into wit to depth W of 6' or more and hro Shape -IPormly with seed mid fertilizer ant shall allow the absorption of fall to the Remove Por a ntraty (901 day perlod. a all debris Prom site and keep grade. as shown an pians. Contractor to Import Goll roGeexry to attain deekyl grades and berms, all Import soil shall be free of weeds, debris, and have balanced Ph, moisture and rain and percalotlmi underlying sea. corou—tion. Leave site broom -clam. the antra site broom -clean. f'bw turf areas weakly. Hydroseeded turf areas stall be Irrigated after the elunry mulch has been applied and to far (1) day. The be kept Smooth and even grading without depressors or high spots, to de It. GENERAL SLOPE PLANTING allowed sat one wl surface must moist at all tines ding the germhatio n period to avoid desiccation of wocilinga. smooth and even surfaces far proper drainage. Final grade shall be V below wolk/top of tui. Remove from the site all stones over 2' In The Owner shall have a —11 analysis made after completion of rough grading. 4. Re -seed all bare spots In turf areas at two (2) weak Intervals and size. The Contractor shell Iworporate all wit amardmenb and Poetlllzers maintain until an even stand of tut, without bare spots, Is obtained. proscrbed herein. The wit preparation specmed below sholl be adjusted Re -seed all elope areas that fan to germinate evenly. Ropah all G. Planting accordingly to the analysis after approval Prom the landscape architect. eroded surfaces at ne cost to the Owner. Plant trees, drub. and ground cover as caned for whero Indicated on A, Planting Preparation 5. Damage to dry planked area shall be repaired Immediately. Depressions Planting Plan and as detailed on planting Detail sheet. tamed by vehicles or Peat traffic shall be filled with topsoil, leveled I, Slope Texturag and replanted. Exterminate gophers, ,roles and rapalr dannoge. 5ubetltutoro a plant will not ba accepted unless approved by Landscape Architect. a. Cut Slopes: These surfaces shall be roughened In a horizontal b. The proJJact doll be w cared for that a root, cleans corldltlmi will be direction following the contour• of the slope. The roughorod texture pre>artE,d at all tines to the sakisfactan of the Owner and Landscape I. Grand Cover - Flats and/or Cutthge shall be made by had raking or sim1lar mechanical mew. Architect. The Landscape Cmitrector shall be expected to make a mml— of oro weekly visit Par malntenance purposes. All plant materas specified m rooked cuttings or flat stock an Planting b. FIII Slopes se Thosurlocos shall b, compacted and finished and Plc. shall remain In the flats until time of trasplanting. The flat wit also rou¢n.rod h a horizontal direction following the contour of the '1. At the and of the mahtorlance period, all area that have been planted shall aontaln sufficient moisture so that wit does not fall apart when slope. TT+e rougMrled texture stall be made by hand rakNg or stall be fertlllzetl with cartfnarclal fertlllzer, analysis mid rate of IlPthg plant from Plat. Ground cover plants shall not allowed to dry out similar mochlanlral mean.. oppllcatlon shall be per the wile report. before ar while boar pl—led. Roots shall not be exposed to the air except while actually being planted. Wlted plants will not be accepted. 2. Hoed Eradication proced+r'es 5. The Contractor shall request a final alto visit seven (T) days prom to the At the time of planting, the wit around each plant shall be firmed end of the mahtanowa period. This request shall be written and sufficiently to force out air pockets. Plante to be planted In triangular a. Manually remove all existing vogetatlon and dispose of It offblto. directed to the Owner and the Lou scope Architect. Upon written spacing as specified OL. (On Center), All cuttings shall be minium of a,ceptant. of the project, the Contractor shall be relieved of any 6' I Install plane In W X 6' plant Its. water Immedlatol after plannting tae b. Fertilize all plant" areas with fertilizer based on Soil Labe (See Planting Detail Sheet). Add further malntenmce. each until one Inch of wakx peneptratlon s obtained. shall be exercised at all taros to protect the plants after planting. My recommendations. any and all roll amendnents as requlred, par the wil analysis. Begin watering G. Guarantee damage to plants by trarplhg — other operators of this cantraa dal process to activate fertilizer and additive chemical.. be repaired mrtedlatoiny. All turf, hannd-planed and hyd-oseaded grazed cover, and shrubs shall be c. water all planting areas dwoughly and continuously for a period of guaranteed to live and grow to a period of ninety MO) days after 2. 51 4 Trees two (Z consecutive weeks. The Landscape Archltect shall approve =-"c on and acceptance by the Owner. Trees shall be Guaranteed for specific watering duratIon and frequency program designed to oro year. Ary material that falls to grow through the speclfl cl mahtarece Plant all Gen roan plants m planting pits, two (2) times wider mid germinate all residual weed seeds. and guarantee period shall be replaced by the Contractor at no coat to c=e two (2) lineae deeper than the container, as directed an Plantmg Detail Thoroua¢uly 1/S backPlll Mltroazad Redwood Thavlrgs d. Discontinue watering far two (2) days, then apply rxommerdatlon the Ormar. shoot. mix orgornc or equal) and Ethhee arendnente epeGlfed In the will analysis with the process by Rearmed applicator. If perennial weeds r�pear on the slopes. D. Observation site evil, prior to backfilling of planting pits. Install Plant Tablets, per If annual weeds appear use straigh tantac aide as per the peat the manufacturers Instructlw and as detailed an Plat Detail Sheet. :It Tin control advisor'rocortmondatbrn. No water shall be applied for a four (4) dogs following killer. 1. Observation visits spectPed herein shall be made by the Landscape anarea; Ctractor oll awhvct bastrs around all tree. minimum of application of contact weed Architect or his representative. The Gdntractor shall ragivast basins shalldnot exceed top of root ball crown. observation at least two (2) working dap In advance of the time that the e. Allow sufficient period of time to Insure that all weeds are dead. observation requested. s 9. Top Pressingd f. Water all planting area thoroughly and continuously For a period of 2. Observatlon visits are suggested far the Pollowi g parte of the work, Top dress all groud covar and shrub areas with 2' thlck layer of OGC tree (3) weeks. A shorter naterhg period may be permissible at (Organic Ground Cover), to be "41Ped on all planting plus. the discretion oP the Lardsc pe Architect and/ the .t control a. Upon completion of grading ad wit condIttonIng prior to planting. advisor. Oscontlrve the watering ogees far oro (I) prior to 4. Staking the second applkaton of the ideePrayln9. Re -apply the killer, the b. Wen trees are spotted Par planting, but before planter holes are Stake all trees as detailed an Planting Detail Sheet, spraying operation with a straight contact nwooeadd as per past control advisor's recommendations. Allow a minimum of Pic (4) excovoted. days without Irrigation, far effective final weed kill. c. Witten occeptoce of the project to release the Contractor from D. Special Beckflll Mixes g. Glean cc all doelated weeds from the elopes to the Plntshed grado. further mamtenoce shall occur after Real Obw—atlon with the Owner or his e representative at the end of the malntenmwperiod. I. Azalea - Use 80% coarse Peai Mose, and 2016 clean top Boll. h. Water all planting areas on the regular Irrigation controller schedule E. varIllaaton of Dimensions 2. Cannelllas a Fours - Use 50% Peat Moos, 25% Forest H— and 25% Per three (S) consecutive dap prior to the hyd-owading operation. Site Soil 1. Ren allow planting area wit surface to dry out far oro 0) day only, I. All waled dmensioro are approxmate. ElePore proceeding with any work. S. Pots and Plantes - Uw Kelloggs Indoor Planner Mix. prior to the hyd &evedhg oppllcatlon. Gare must be taken not to the Contractor doll caroNily check and verity all dherolw and Lon A ct of quantities, oro doll Immediately rotlly the Lad.cape Architect of quantities,notifydry E. Sod - See plaiting Detalis Sheet Par sod type. allow the wit surface to be supar-eaWratod with water prior to the hydrowedinlg installation. At the sumo tone, the wit surface should between the lately andtor clr pe and coMitbro. No work shall be don. inn area where there s such a I. Aram doll have a smooth and continual grade between existing or roC be witdryThere should be some reeldual rroisture within the first I/2' of sun surface. dleuepancy until approval Par Same Fro been given by the Landscape fixed controls, such as, walks, curt», catch basins. Roll, scarify, rake Arthkect. and level m necessary to obtain true, even wit strvcturo. J. Begh the hydroeeedhg operation In all areas, as specified. F. Utilities 2. Apply fertlliz.re as specified an Planting Detail Sheet and mix Into the B. Planting I. Tho Dont octor shall be responsible far verifying the legato -of all wit. urdergrourd utility Imes prior to any GwtrvGtlon, w that pr S. Sod shall bo Installed the earn, doy It Is delivered. Sod shall not be Plast trees and shrubs as called art where IrdNateat an Planting Plana and as detailed an Planting Detail Sheet. Subetitutiw of plants wilt rot precavtlw may ba oaken not to damage each lace and plan locatloro, promptly notl/y -kine Landscape Architect who will arrange for reocotione left an pallets In the hat sun. Contractor shall be responsible for any be accepted unties approved h sunning by Ladecape Architect. Install of one or the other. Failure to Follow this procedure places upon the and all damage to rod not installed on day of delivery. plaitihngg tablets m called far h legend. Plant all container grown pplotts Contractor the responsibility far, at his own expense, making ay and oil 4. Unroll rod caraWlly and place h staggered pattern of strips. Sod In planning pita two (2) turas wider and two (2) terms deeper than the container. Thoroughly mix the specified materials Pound In the wit repairs far damages resulting Prom his worm shall be Installed against adjacent stripe to elmbx to jolts and edges. onaWs and theme speclfled In the Planting Detail Sheet, with the site 6. Existing Trees 5. Trim sod to c corm to lawn s dee d In the Plait Pian. �a � h9 wit, prior to backfilling of planting pits. I. Gantrectar Is to Insure the preservaton of ay existing trees an the .Ike. b. After sod Is laid, It shall be irrigated thoroughly to provide moisture 4. Planting Tablets (See Planting Detail Sheet) pangs or loss of these trees will result in replacement of equal size by the C troctor. penetration to at least 6' Into prepared wit. 5. h+ydroeeedlg 5paciloatioro Far Slope Areas H. See Planting Detail Sheet Par oddltonal rotes. "I. All sod Im wddod area .hail be handled and told In a hl etodord qh a. owed Mlx workmannshp manner. Ali ends. joinle, and cuts shall fit lightly w that there are no voids and the teal appearance Is ane of a continuous lawn. Myr*oeeed mix and mulch shall be amended to suit epoclplo site 5ectlw of sod feel than Ib' lag or q' wide shall not be wed. conditions. verify hyd-owci mix with the Lanape dscArchitect and Soil* Report, upan result. o! the wit ane". The mix shall be 6. No sod orae will be accepted until approved by the Landscape applied to all slope areas drectly nater the Iroto kdl n of all plant Architect. materials as final drawer. Sae anting D.tall Sheat far type and quantity of peed mix, fertilizer, and additional arnerdmente. PLANTING SPECIFICATIONS IIMQLY1me' � eNIMt Mc VNTKAIF AR[IaRLR LiD Oa�Sr nrparn,Y, SUIt er0 wlrY iN M �ontr 60 rowo uuFM 00 y+bsc4a f�N 01 CAOF Theo d,axinga and/oar Iho companb5ng spas lidaa fra ins '.- Tprny i oam/9ummma h Wrphy, bac. and the,oils ant yuoa- ;w be m ma anon ratrktm ongmal alts for vxlan NeY _ prepared. Re-uae. F-- d-6.. wbik-n- b/ a mashed, h �haa pan.' Wombifed a epl GY ,num n I o Con aloe Summon & Murpny, O ci �Z VJ W = W 4 U D to W:e MZO W W ria ZOw a W a Z Z CL cc W U. NU Qa a t` Z9 O QPCO 2 °520 SHUT DESUUPnON PLANTING SPECIFICATIONS DFS«]'® ins DRAWN ME:M U¢QIID PGMM DATE 11.25.02 JOB MIX 261066 CAD FRF SHEET NUMBER L-19 CF Iq %BTS Approved bye DJ12 Beso # O Planning Comminfon ❑ City Council gCommunity Dev. Dept Initials Case No. /? D3 xhibit A With Conditions wn xa..•,rwv www w�c fiMRDR > [L'?QOFrbR aFlct,a 11111__. _ �:_': PAIL A''k•� \� CONSTRIXTION N.TESe (FW PEIDIII RIRPOSCS ONL,) 0�1 COHSIHUR 2 1/2- AC DVEH H.1nIE .45E (WW) 0FOIV DE1HL5 SCE UHOSUVE MCH1fECi5 PUA5 1 ,( V _lj1 ai ea LOT 47 / rJ' - LOT 66 / \ \ \ 17+OD -+--_- __ - - � L'2 W-01 C•A �]I-0i FF 8380 \ PE 6330 !I -- V 5 6" 11K�i 1'L= wM1i11W1 6 REIWFE (1) BLOCK IN WALL FOR DPMYGE SFE DETNL ON 5,1EEi I. r i REVISIONS wn: MAINTERO,SMITH AND ASSOCIATES,INC, f y PD -2-2 I ELEV. 51823 PLANNING / C 4 91YO C6R]Na / LAND SURVEYING ac�w r ,� 9'77 E. PArlpUin CANmN IrA Y, sWrE der PALll sA'Rr rcBi CALIMPITA 122112 71!76 rrurvD.vE �: oDJ sxo-atre / rAxxrx-7Cot .^, ""` •••" 'n rvWE D�nva � I // �'+�� - fir asR„ (. •"� I I \ G LOT 87 ' Y••.'.e3t10. \ \ / i.;• FF 62.40 *:J PE 6t90 I " �f•f `. ~ •�' LOT 66 , ` �. I'� FF 6130 / ��= ' fj rs LOT 65 LO ;• T .d8 ' - //jam\� _ _ PE 15.19. / I^ FF 58.60 \ • ' _ FF PE PLAN 66,30 65.80 1CWR ..\ .�. 4 I ) - =ayl '] 4. PE 58.30 I "Ft • V LOT 4 yi¢ PE 92.60'- :=57+•'a]s� `.�:� L 611L ." _ scur - -�' _- ? / .. / '•y ,# LOT 50 FF 63.80 I� - ¢•� PE 63.40 PLAN 3AXR41 4 OT 6 1 e e r� y .g _ . "_ _ f x / / % • 1 41 �` } 1.y 1•V, PARKiNSi LOi LOT I ali, PE 50.60 + LOT 24 \ -,srr� `'�' %� 1 A7 -jIT I II KNK.. All CONSTRIXTION N.TESe (FW PEIDIII RIRPOSCS ONL,) 0�1 COHSIHUR 2 1/2- AC DVEH H.1nIE .45E (WW) 0FOIV DE1HL5 SCE UHOSUVE MCH1fECi5 PUA5 1 ,( V _lj1 ai ea 2 COMSIPUCI ftEDW000 HE,DEft Op •TYL[9 WµL SEE U.NDSUI'E A9CHIIECR PW5 d CITY OF LA QUINTA, CALIFORNIA wnlluC i I�['C '. sIA� Fae. dt'ni L ' 'gR11WrY e' Nw �Z"e rNi ft[i[ Y9NiFC n"IOaF � � L'2 W-01 C•A �]I-0i A[�p1�lT �" >a C�,b'. OX LlCi I ,� �.1 .0151= 5 6" 11K�i 1'L= wM1i11W1 6 REIWFE (1) BLOCK IN WALL FOR DPMYGE SFE DETNL ON 5,1EEi I. �� C i Y L REVISIONS wn: MAINTERO,SMITH AND ASSOCIATES,INC, f y PD -2-2 I ELEV. 51823 PLANNING / C 4 91YO C6R]Na / LAND SURVEYING ac�w r ,� 9'77 E. PArlpUin CANmN IrA Y, sWrE der PALll sA'Rr rcBi CALIMPITA 122112 71!76 rrurvD.vE �: oDJ sxo-atre / rAxxrx-7Cot .^, ""` •••" 'n rvWE D�nva ass KCE m• �R� ea SCALB 1'-26 CITY OF LA QUINTA, CALIFORNIA SKET 2 PONDERO A TRACT NO. 29323'1 ISE GRADING PLAN - MOSAIC MODEL HOMES 2 I -A— r Ix U "4 N ,.c I,. 1. 5 -... n. i _WIF—=T.21