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TT 23940 SUNTERRACE SONATA II HOMES 1992
RIVERSIDE COUNTY PLANNING DEPARTMENT TRACT MAP CONDITIONS OF APPROVAL TENTATIVE TRACT NO. 23940, Amended No. I I The tentative land division shall comply with the State of California Subdivision Map Act and to the requirements of Riverside County Ordinance No . 460, Schedule A, and Schedule E. unless modified by the conditions listed below. This conditionally approved tentative map will expire two years after the Board of Supervisors approval date of_ t rV_4r -M- 9R9____________________ unless extended as provided by Ordinance No . 460. 1 . The land divider shall defend , indemnify , and hold harmless the County of Riverside, its agents, officers , and employees from any claim, action, or proceeding against the County of Riverside or its agents, officers, or employees to attack , set aside, void , or annul an approval of the County of Riverside, its advisory agencies , appeal boards or legislative body concerning Tract 23940, which action is brought about within the time period provided for in California Government Code Section 66499.37. The County of Riverside will promptly notify the land divider of any such claim, action, or proceeding against the County of Riverside and will cooperate fully in the defense. If the County fails to promptly notify the land divider of any such claim, action, or proceeding or fails to cooperate fully in the defense, the land divider shall not , thereafter , be responsible to defend , indemnify, or hold harmless the County of Riverside. 2> All road easements shall D-r_ offered_ for_dedication to the public as required by the Road Commissioner and shall coiit-i—nue in force until the governing body accepts or abandons such offers. All dedications shall be free from all encumbrances as approved by the Road Commissioner . Street names shall be subject to approval of the Road Commissioner . l " Easements, when required for roadway slopes , drajDa_ge_f_acilit_les, utilities, etc . , shall be shown on the final map_ if within the land division boundary: All offers of dedication shall provide for non-exclusive public road and utility access. All easements, offers of dedication and conveyances shall be submitted and recorded by the County Surveyor . TENTATIVE TRACT MAP NO. 23940, Amd . $1 Conditions of Approval Page 2 Legal access as required by Ordinance No . 460 shall be provided from the tract map boundary to a county maintained road. 5. All delinquent property taxes shall be paid prior to recordation of the final map . 4; If any grading is proposed, the land divider shall submit one print of a comprehensive grading plan to the Riverside County Surveyor ' s Office. The plan shall comply with the Uniform Building Code, Chapter 70, as amended by Ordinance No. 457. A grading permit shall be obtained from the Department of Building and Safety prior to commencement of any grading outside of county maintained right-of-way. Proposed grading in excess of quantities indicated in Ordinance No. 457 may require environmental assessment approval from the Planning Department prior to acceptance of the plans by the Building Department . One mylar copy of the approved grading plan shall be submitted to the Department of Building and Safety for transmittal to the Road Department. ,7. The land divider shall submit one copy of a soils report to the Riverside County Surveyor ' s Office and two copies to the Department of Building and Safety. The report shall address the soils stability and geological conditions of the site. *B. The land divider shall comply with the street improvement _necommendations outlined in the County Road Department 's letter dated January 19, 1989, a copy of which is attached. 9. The land divider shall install all water and sewerage disposal facilities in accordance with the provisions set forth in the Riverside County Health Department ' s letter dated October 31 , 19889 a copy of which is attached. 10. The land divider shall comply with the flood control recommendations outlined by the Coachella Valley Water District ' s letter dated September 30, 1988, a copy of which is attached. If the land division lies within an adopted flood control drainage area pursuant to Section 10.25 of Ordinance No. 460, appropriate fees for the construction of area drainage facilities shall be collected by the Road Commissioner prior to recordation of the final map. It . The land divider shall provide fire protection in accordance with Schedule A of Ordinance Nos. 460 and/or 546 and the fire Marshal 's letter dated October 11 , 19881 a copy of which is attached. *AMENDED by the East Area Planning Council (pursuant to Road Department staff recommendation) an January 19, 1989. TENTATIVE TRACT MAP NO. 23940. Amd . M1 Conditions of Approval Pace 3 12. The land divider shall comply with the water and sewer service recommendations contained in the Coachella Valley Water District letter dated September 30. 1988, a copy of which is attached . 13. The land divider shall comply with the recommendations outlined in the U. S. Postal Service transmittal dated October 19 . 1988, a copy of which is attached . 14 . The Habitat Conservation Flan has identified this map as being within the boundaries of the mitigation area of the Coachella Valley Fringe-toed Lizard . PRIOR TO THE RECORDATION OF THE FINAL MAP OR ISSUANCE OF ANY GRADING PERMITS OR BUILDING PERMITS, whichever occurs first , the land divider shall submit to the Riverside County Surveyor ' s Office a document which demonstrates to the satisfaction of the County that the land divider has provided sufficient mitigation for the taking of habitat area. The total amount of land to be disturbed by this project will be a minimum of 40.5 acres, and no final map improvements are authorized that will disturb an area in excess of the area ultimately approved for development . 15. PRIOR TO THE RECORDATION OF THE FINAL MAP, the land divider shall submit written clearances to the Riverside County Road and Survey Department that all pertinent requirements outlined in the attached conditions relating to the following agencies have been met : Planning Department Health Department Fire Department Coachella Valley Water District The Nature Conservancy 1.6. Lots created by this land division shall be in conformance with the development standards of the R-1-6000 and C-P-S zones. 17.: Land division phasing , including any proposed common open space area improvement phasing , if applicable, shall be subject to Planning Department approval pursuant to Section 8.3 of Ordinance No. 460. Any proposed phasing shall provide for adequate vehicular access to all lots in each phase, and shall substantially conform to the intent and purpose of the subdivision approval . No approval for any number of units or phases is given e;:cept as provided by Ordinance No . 460. 1,B. PRIOR TO RECORDATION OF THE FINAL MAP, Change of Zone No . 5299 shall be approved by the Board of Supervisors and shall be effective. This land division shall conform with the development standards of the zone(s) ultimately applied to the property.' 1 TENTATIVE TRACT MAP NO. 23940. Amd . N1 Conditions of Approval Pace 4 19• The land divider shall comply with the following parkway and • median landscaping installation and maintenance conditions: a. PRIOR TO RECORDATION OF THE FINAL MAP, the land divider shall file an application with the Road Department for the formation of, or anne::ation to, a parkway maintenance district for the parkways and median strip located within 42nd Avenue/Hovley Lane and El Dorado Drive in accordance with the Landscaping and Lighting Act of 1972, unless the project is within an existing parkway maintenance district . b . PRIOR TO THE ISSUANCE OF BUILDING PERMITS, the land divider or the land divider 's successors shall secure approval of proposed street landscaping and irrigation plans from the Road and Planning Departments. All plans and specifications shall be prepared in a reproducible format suitable for permanent filing with the Road Department . All landscaping and irrigation plans shall be coordinated with similar plans for internal development. c. PRIOR TO FINAL BUILDING INSPECTION APPROVAL , or at the time of final inspection approval of street improvements by the Road Department , whichever is first , the land divider or the land divider ' s successors shall install the parkway and median improvements, or shall have completed all necessary financial arrangements therefore, including but not limited to the posting of a landscaping performance bond which shall be released concurrently with the release of any performance bonds guaranteeing the viability of all landscaping which will be installed prior to the assumption of the maintenance responsibility by the district. d . The land divider or the land divider 's successors shall be responsible for all parkway landscaping maintenance until such time as maintenance is taken over by the district . J i TENTPTIVE TRACT MAP NO. 22940. Amd. MI Conditions of Approval Page S r2O. All lots created by this land division shall have a minimum net area of 8,000 square feet . 1 . Lots less than one-half acre in size shall be calculated in terms of net area excluding all street rights-of-way. 22. All lot length to width ratios shall . be in conformance with Section 3.8C of Ordinance No . 460. 23 Corner lots shall be provided with additional area pursuant to Section 3.8B of Ordinance No . 460. 2.4 . All new electrical , telephone and television services within this land division less than 35kV shall be installed underground as approved by the affected utility. 25. All privately maintained street lights and other outdoor lighting 1" shall be shown on electrical plans submitted to the Department of Building and Safety for plan check approval and shall comply with the requirements of Riverside County Ordinance No. 655. Privately maintained street lights shall be of a low pressure sodium vapor type. b. PRIOR TO THE ISSUANCE OF GRADING PERMITS, appropriate hydrologic calculations and grading plans prepared by a California registered civil engineer shall be submitted to the Department of Building and Safety for review. The calculations and plans shall provide for the acceptance of off-site stormwaters tributary to the property and for their conveyance through the property with minimal off-site stormwater diversion or concentration as determined by the Department of Building and Safety. The calculations and plans shall demonstrate that the incremental increase of runoff from a natural condition to a developed condition shall be retained on site unless coordination with the Road Department allows the use of streets for drainage purposes. Flood protection shall be provided for all on-site buildings. Calculations at a minimum shall include storms up to a 100 year , 24 hour storm. TENT*4TIVE TRACT MAP NO. 23946. Amd , 01 Conditions of Approval Faae 6 27. The land owner shall institute blowsand and dust control measures during grading and site development . These shall include but not be limited to: a) The use of irrigation during any construction activities: b ) planting of cover crop or vegetation upon Previously graded but undeveloped portions of the site; and , c ) provision of windbreaks or windrows, fencing , and/or landscaping to reduce the effects upon adjacent properties and property owners. The landowner shall comply with directives of the Director of the Building and Safety Department with regards to the applicable sections of Ordinance No . 484 (Blowsand Control ) . All construction and graded areas shall be watered at least twice daily while being used to prevent the emission of dust and blowsand . L8. Graded but undeveloped land shall be maintained in a condition so as to prevent a dust and blowsand nuisance and shall be either planted with interim landscaping pursuant to the attached wind erosion control plan (E:chibit "E" ) or provided with other wind and water erosion control measures as approved by the Director of Building and Safety and state air quality management authorities. 29. PRIOR TO THE ISSUANCE OF BUILDING OR GRADING PERMITS, the land divider , or the land divider ' s successor-in-interest , shall enter into an agreement with the Department of Building and Safety for the planting of street trees in connection with the development of this land division pursuant to the requirements of Article XIIIa of Ordinance No. 460. PRIOR TO FINAL BUILDING INSPECTION APPROVAL, the street trees shall be planted . Any request for exemption from the planting of street trees shall be made prior to the issuance of building or grading permits. c 30 PRIOR TO THE ISSUANCE OF BUILDING PERMITS for construction of the first dwelling unit within this land division (except model sales units) , the land divider , or the land divider ' s successor , shall first obtain permits and/or clearance from the following public agencies: Road Department Health Department Coachella Valley Recreation U. S. Postal Service and Parks District Evidence of said permit or clearance from the above agencies shall be presented to the Land Use Division of the Department of building and Safety at the time of the issuance of a building permit for the use contemplated herewith. TENTATIVE TRACT MAP NO. 23940, Amd . NI Conditions of Approval Page 7 101 31 .' PRIOR TO THE ISSUANCE OF BUILDING PERMITS, the land divider , or the land divider ' s successor-in-interest , shall ( 1 ) enter into an agreement with the Coachella Valley Recreation and Park District to provide for the payment of park and recreation mitigation fees as identified in the District ' s Master Plan, and (2) shall submit sufficient written evidence to the Riverside County Department of Building and Safety that the park and recreation mitigation fees have been paid to the District . lt Q32. PRIOR TO ISSUANCE OF BUILDING PERMITS, four (4 ) copies of a certified acoustical study performed by a professional acoustician outlining methods by which interior sound levels within the principal buildings of the proposed use will be maintained at no more than 45 db (A) and that airborne sound insulation methods will comply with Chapter 35 of the U.B.C. The report shall be submitted to the Special Service Division of the Health Department for review and comment ( the permittee may be assessed review fees not to exceed the Division ' s hourly rate) prior to Planning Department approval . PRIOR TO FINAL BUILDING INSPECTION APPROVAL, the project construction and design shall comply with the recommendations of the approved acoustical study. 33. PRIOR TO FINAL BUILDING INSPECTION APPROVAL, a six foot high solid wood fence or masonry wall shall be constructed along the rear lot lines of Lot Nos. 53 through 63 and Lot Nos. 73 through 80. The required fence and/or wall shall be subject to the approval of the Director of the Department of Building and Safety. 34. PRIOR TO FINAL BUILDING INSPECTION APPROVAL, a six (6) foot high decorative masonry wall or combination landscaped earthen berm and decorative masonry wall shall be constructed along the R-1 zoned portion of the project perimeter (except at access points) . The wall and /or berm shall be subject to the approval of the Director of Building and Safety, and the appropriate flood control agency, and shall be shown on all grading and landscaping plans. 35. Notwithstanding the preceding conditions, wherever an acoustical study is required for noise attenuation purposes, the heights of all required walls shall be determined by the acoustical study where applicable. TENTATIVE TRACT MAP NO. 23940, Amd. MI Conditions of Approval Page 8 ;r b. No environmental assessment for grading within the project boundaries shall be required provided such grading quantities do not significantly exceed 300,000 cubic yards of cut and 300,000 cubic yards of fill , and cut does not exceed fill by more than 10,000 net cubic yards. The land divider shall comply with all conditions of approval requiring performance prior to the issuance of grading permits. *AMENDED by the East Area Planning Council on January 19, 1989. JJGG:csa 1 /23/89 9:X14101T hC'' WIND EROSION CONTROL PLAN The effect of blowsand upon the site has been partially mitigated by the construction of The Lakes Country Club located Northerly of the site and the Good Samaritan project located Westerly of the site . When development occurs on the site soil erosion will be controlled by a perimeter 6' wall and associated landscaping . Areas that are graded and not built upon will be seeded with a mixture of barley and annual rye grass. Adequate watering will be done to insure germination and the development of a good root system. Areas that are developed will be completely landscaped and maintained . NOV 141988 4tFERS OFf10E OF ROAD COMMISSIONER G COUNTY SURVEYOR IDE I - _ DESERTOFFICE Ll[ u U ADMINISTRATIVE OFFICE BLDG ROOM 313 LeRoy D Smooi J 46 209 OAS6 STREET ROAD COS.V SSIONER 6 COUNTY SURVEYOR N 1 31c133 INDIO. CAL IFORNIA 92201 TELEPHONE (619)0A2 e267 r January 19, 1989 Riverside County Planning Department 46-209 Oasis Street , Room 304 Indio, CA 92201 Subject : Tentative Tract Map No. 23 , 940 REVISED LETTER Gentlemen : With respect to the conditions of approval for the above referenced tentative land division map, the Road Department recommends that the Land- divider provide the following street improvements and/or road dedications in accordance with Ordinance 460 and Riverside County Road Improvement Standards (Ordinance 461) . It is understood that the Tentative Map correctly shows all existing easements, traveled ways, and drainage courses with appropriate Q' s , and that their omission may require the map to be resubmitted for further consideration. These Ordinances and the following conditions are essential parts and a requirement occuring in ONE is as binding as though occurring in all . They are intended to be complementary and to describe the conditions for a complete design of the improvement . All questions regarding the true meaning of the conditions shall be referred to the Road Commissioner ' s Office. lf, The Landdivider shall protect downstream properties from damages caused by alteration of the drainage patterns, i . e . , concentration or diversion of flow. Protection shall be provided by construct- ing adequate drainage facilities including enlarging existing facilities or by securing a drainage easement or by both. All drainage easements shall be shown on the final map and noted as follows: "Drainage Easement - no buildings, obstructions or encroachments by land fills are allowed" . The protection shall be as approved by the Road Department . 2 . The Landdivider shall accept and properly dispose of all offsite drainage flowing onto or through the site. In the event the Road Commissioner permits the use of streets for drainage purposes, the provisions of Article XI of Ordinance No. 460 will apply . Should the quantities exceed the street capacity or the use of streets be prohibited for drainage purposes , the subdivider shall provide adequate facilities as approved by the Road Department . -2- Riverside County Planning Department January 19 , 1989 Subjezt : Tentative Tract Map No . 23 , 940 REVISED LETTER 3 . Major drainage is involved on this land division and its resolution shall be as approved by the Road Department . » . Lots "D" through "M" , inclusive , shall be improved within the dedicated right-of-way in accordance with County Standard No. 104 , Section "A" (40 ' /601 ) . jEldorado Drive shall be improved with '43 feet of asphalt concrete pavement within a 55.-foot half.-width. dedicated right-of-way in accordance with County Standard No . 100 . If a landscaped median is installed, the north bound lane shall be provided with a minimum 20-foot wide paved travelled way within an appropriate width right-of-way . 6 . Hovely Lane ( 42nd Avenue) shall be improved with 38 feet of asphalt concrete pavement within a 50-foot half-width dedicated right-of-way in accordance with County Standard No. 101 . If a landscaped median is installed, the east bound lane shall be provided with a minimum 20-foot wide paved travelled way within an appropriate width right-of-way . V7 . Eldorado Drive and Hovely Lane ( 42nd Avenue) shall be extended northerly and westerly , respectively , from the project boundary to provide connecting links to existing publicly maintained streets . These streets shall be improved as previously stated, excepting that concrete curb, gutter and sidewalks are not required. J 8 . Lot "C" shall be improved with 32 feet of asphalt concrete pavement within a 40-foot part-width dedicated right-of-way in accordance with County Standard No. 103, Section "A" , (_qoAJfied 'for 30-foot half-width right-of-way ) . The curb face shall be located 22 feet from centerline . 9 . Concrete sidewalks shall be constructed throughout the landdivision In accordance with County Standards No. 400 and No. 401 (curb sidewalk) . 10 . . Street lights shall be provided along Eldorado Drive, Hovely Lane (42nd Avenue) , Lot "C" and the interior streets in accordance with the standards of County Ordinances No. 460 and No. 461 . The landdlvider shall file an application with LAFCO for the formation of or annexation to a street lighting district . Street lighting shall be installed or all financial arrangements completed prior to recordation. -3- Riverside County Planning Department January 19 , 1989 Subject : Tentative Tract Map No . 23 ,940 REVISED LETTER Standard knuckles shall be constructed throughout the w landdivision. Corner cutbacks in conformance with County Standard No. 805 Ahall be shown on the final map and offered for dedication. Lot access shall be restricted on Eldorado Drive and Hovely Lane ( 42nd Avenue) and so noted on the final map. Excepted are the indicated access openings for Lot 121 and Lots "E" and "I" . 447 The landdivider shall deposit a sum of $18,000 .00 with the ` Riverside County Road Department as mitigation for traffic signal impacts (Signal Mitigation District #12 ) . Very truly yours, fit 14'o� f� Warren R. Stallard WRS:tf Road Branch Office Manager c : Lee Johnson - R/O Bill Stephenson - Survey File COUN"'I"YOFRIVE"' RSIDE '- DE PA R"I'IM I;N T of HEALTH nNCLIr.11 vwWcl,A•rI AInR AnrDCrN ntN[aldRLr,Y.Tva NOs ,„[R1 At.a2Ir a1♦ 3 7575 IITN STREIT NALLI►OST OFFICE WY 1770) • RIv[RSIDC,CA. 92502 Octoer , RECHWED , n Rfa..L Yt.LrN fs Avm ar rARNNw as rra N I1RT nR1<5•R b Nl raN l M'4fn.YlFrAI wLY1N MAW N.C.MO Y aY.L[ RT Y., NOV 48 1988 NNN N4ctn, W MfCW f[.v0f [.a cDTRr Y.a RIVERSIDE COUNTY PLANNING DEPT. -Indio RVF1OM 000Wy Nl�2.l �� r .WII.R1..1•A• 46-209 Oasis Street , Room 304 RA`�RAI N.srt! Indio . CA 92201 IP[><^rfiT"f Attn: John Guerin RE; Tract Map 23940 ; Portion of the Southeast Quarter , Section 10 . Township 5 South , Range 6 East , San Bernardino YULTNeaarua Meridian ( 123 Lots) ' DDf1 MY[[T i1NL[1 RANNIND.CA 92220 Gentlemen : RLTTNO 202 NORM MOAD•IAT RLTMR.CA •s22f The Department of Public Health has reviewed Tentative Map CASA.St ARCA No. Tract Map 23940 and recommends that : 22C0 YAROIHAITA br[p2DL,CA R2f0+ CORONA A water system shall be installed according to gas fDU,Na Ut .Ia,A plans and specification as approved by the water CORONA. C. f1,20 22 company and the Health Department . Permanent AWAI IRw7A,NRT.,tp. prints of the plans of the water system shall CAft2's be submitted in triplicate , with a minimum scale 1RRle not less than one inch equals 200 feet , along with INXI.O'CA OASIS20,""T the original drawing to the County Surveyor . The LAaaRLSINORC prints shall show the internal pipe diameter , 201Rf 'RAR(" CA. location of valves and fire hydrants ; pipe and LA[[ [LSINORE.CA. •2330 joint specifications , and the size of the main ailNTRAIQ"TZ!kC.Y W at the iunction of the new system to the PALM LRAIN".CA 92242 - existing system. The plans shall comply in "RR" all respects with Div. S . Part 1 . Chapter 7 of PEAR"6.CA92s;o"t" the California Health and Safetv Code, California NITLRR166 Administrative Code , Title 22 , Chapter 16 , and General If20 ONDLN a,RtRT Order No . 103 of the Public Utilities Commission of the RnRRslm. cA. T2u> State of California , when applicable . NYUD OYa i LOL aL lrp. Rrv[R61M.ua,a 025eR RRD22 N: Riverside County Planning Dept . - Indio Page Two Attn : John Guerin October 31 , 1988 The plans shall be signed by a registered engineer and water company with the following certification : " I certify that the design of the water system in Tract Hap 23940 is in accordance with the water system expansion plans of the Coachella Valley Water District and that the water service , storaoe and distribution system will be adequate to provide water service to such tract . This certification does not constitute a guarantee that it will supply water to such tract at any specific quantities , flows or pressures for fire protection or any other purpose" . This certification shall be signed by a responsible official of the water company. The_plans_must_be submitted_to-the-County_Surveyor's-Office_to_review at least_tvo_weeks_prior_to_the-reguest_for_the_ recordation_of_the_final_map. This Department has a statement from the Coachella Valley Water District agreeing to serve domestic water to each and every lot in the subdivision on demand providing satisfactory financial arrangements are completed with the subdivider . It will be necessary for the financial arrangements to be made prior to the recordation of the final map . This Department has a statedment from the Coachella Valley Water District agreeing to allow the subdivision sewage system to be connected to the sewers of the district . The sewer system shall be installed according to plans and specifications as approved by the District , the County Surveyor and the Health Department . Permanent prints of the plans of the sewer system shall be submitted in triplicate , along with the original drawing , to the County Surveyor . The prints shall show the internal pipe diameter , location of manholes , complete profiles , pipe and joint specifications and the size of the sewers at the junction of the new system to the existing system . A single plat indicating location of sewer lines and water lines shall be a portion of the sewage plans and profiles . The plans shall be signed by a registered engineer and the sewer district with the following certification : " I certify that the design of the sewer system expansion plans of the Coachella Valley Water District and that the waste disposal system is adequate at this time to treat to the anticipated wastes from the proposed tract . " The_plans_must_be_submitted_to the County_Surv-eyor's-Office to review at least two weeks --------- ----------------------------------- prior_to_the_reguest_for_the_recordation_of the final_map_ Riverside County Plannina Dept . - Indio Paae Three Attn : John Guerin October 31 . 1989 It will be necessary for financial arrangements to be made prior to the recordation of the final map . It will be necessary for annexation proceedings to be completely finalized prior to the recordation of the final map. Sincerely i Sam Martinez . S'S ia i�tarian Environmental Health Services ,R SM: tac cc : Bob Raskin .1IATEq SS[A6l15HE0 IN wl1 AS A FU61K AGb.GY �JS7 RICE COACHELLA VALLEY WATER DISTRICT POST OFFICE sox 1058• COACHELLA, CALIFORNIA 92236•TELEPHONE(619)3M2651 PRECTORS OfFICERS RAYMONDR.RUMMORDS.RREWENT THOMASE LEW.GENEAAL MANAGER-CHIEF ENGINEER TELLS CODEKAS.VICE PRESIDENT 6ERNARDINE SUnON.SECRETA W �(}w R FAKE LL AERHM NNWoRTH ASSISTANTGENERAL MANAGER DOROTHY M.NcMOLS RE PMNE AND$HERRILL AT1pRNEY6 TMECOORE J.FISH November 21, 1988 File: 0126.1 Riverside County East Area Planning Council 1; v 46-209 Oasis Street, Room 304 "i Indio, California 92201 Gentlemen: Subject: Tentative Tract No. 23940 We have reviewed the preliminary grading plan for Tentative Tract No. 23940 and have determined that the drainage from this tract is not contributory to the Mid-Valley Stormwater Project. �f We have no objection to the approval of Tentative Tract No. 23940. If you have any questions please call Bob Meleg, stormwater engineer, extension 264. Yours very truly, Tom Levy General Manager-Chief Eng er RCK:gh cc: J. F. Davidson Associates 73-080 E1 Paseo, Suite 103 Palm Desert, California 92260 TRUE CONSERVATION USE WATER WISELY ,NATE,9 ESTABLISHED IN 1918 AS A PUBLIC AGENCY QIDSISTRICS COACHELLA VALLEY WATER DISTRICT POST OFFICE BOX 1058• COACHELLA. CALIFORNIA 92236• TELEPHONE(619)3962651 D.RECTORS OFFICERS R,A AOND A RUMMONOS.PRESIDENT TnOVASE LEW.GENERAL MANAGER-CHIEF ENGINEER YELLS CDDERAS.VICE PRESIDENT RERNAADNE SUT10N.SECREYARN JOHN P.q'}vELL REfTN N.NNSMORTH ASSISTANT GENERAL MANAGER DOROTHYM.NcNOLS September 30, 1988 REDLMNEANOSHEPAILLAT10RINEYS THEODORE J.FISH File: 0163.1 Riverside County East Area Planning Council 46-209 Oasis Street, Room 304 Indio, California 92201 Subject: Tentative Tract 23940, Change of Zone 5299, Portion of Southeast Quarter, Section 10, Township 5 South, Range 6 East, San Bernardino Meridian Drainage from this area is contributory to the Mid-Valley Stormwater Project. The interim flood control study for this project is presently being reviewed for ; adoption by the affected agencies. Mitigation measures shall be incorporated Into the development to prevent flooding of the site or downstream properties. These measures may include on-site retention of water from rare and unusual storms, and payment of drainage fees or other participation in the financing of regional flood control facilities. Plans for stormwater protective works shall be submitted to Coachella Valley Hater District for review. The district will furnish domestic water and sanitation service to this area In accordance with the current regulations of this district. These regulations provide for the payment of certain fees and charges by the subdivider and said fees and charges are subject to change. This area shall be annexed to Improvement District Nos. 53 and 80 of Coachella Valley Hater District for sanitation service. Plans for grading, landscaping, and irrigation systems shall be submitted to Coachella Valley Hater District for review. This review in for ensuring efficient water management. If you have any questions please call Bob Meleg, stormwater engineer, extension 264. Yours very ly, Tom Levy, � � dC General Manager-Chi ngineer� C� D BTG:bg OCT - 4 1988 cc: Don Park RIVEIIOEOanry Riverside County Department RAMNGOEpARTWjR of Public Health TRUE CONSERVATION r1(Vrvv: 46-209 Oasis Street USE WATER WISELY Indio, California 92201 R)VERS)DE COUNTY FlRE DEPARTMENT at t4t qo. ,� IN COOPERATION WITH THE ''� r !i c�vrrr Z" CALIFORNIA DEPARTMENT OF FORESTRY -RIvrlisi6C ...:. AND FIRE PROTECTION R RAY HEBRARD FlRE CHIIf �r� M �o Man" 3 EnTn-enNs OHict October 1 1 , 1988 PLnni,y b E ratrinS OSKe 46209 Oasis Street, Suite 405 4080 Lemon Street, Suite I IL bubo, CA 92201 REGERED Riverside, CA 92501 (619) 3428886 (714) 787-6606 To; Planning Department Or,T 121988 Re: Tentative Tract Map No. 23940 COUNTY Rot"DVMTMEW B0t0 o r"M With respect to the conditions of approval for the above referenced land division, the Fire Department recommends the following fire protection measures be provided in accordance with Riverside County Ordinances and/or recognized fire protection standards: 1. A. R-1 Zone Schedule A fire protection approved Super fire hydrants, (6" x 4" x 2}" x 2}") shall be located one at each street intersection spaced not more than 330 feet apart in any direction with no portion of any frontage more than 165 feet from a fire hydrant. Minimum fire flow shall be 1000 hours duration at 20 psi. B. C-1 Zone The water mains shall be capable of providing a potential fire flow of 4000 gpm and an actual fire flow available from any one hydrant shall be 2000 gpm for 2 hours duration at 20 psi residual operating pressure. 2. = Prior to recordation of the final map, applicant/developer shall furnish one blueline copy of the water system plans to the Fire Department for review. Plans shall conform to the fire hydrant types, location and spacing, and, the system shall meet the fire flow requirements. Plans shall be signed/approved by a registered civil engineer and the local water company with the following certification: "I certify that the design of the water system is in accordance with the requirements prescribed by the Riverside County Fire Department." 3. The required water system including fire hydrants shall be installed and accepted by the appropriate water agency prior to any combustible building material being placed on an individual lot. 4. MITIGATION Prior to the recordation of the final map, the developer shall deposit with the Riverside County Fire Department a cash sum of $400 per residential lot as mitigation for fire protection impacts. Mitigation fees for the Commercial lot will be paid prior to the issuance of a Building Permit. The developers shall deposit with the Riverside County Fire Department a sum of $.25 per square foot of building area. Planning Department 10/11/88 Re: Tract Map No. 23940 Page 2. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning b Engineering Staff. Sincerely, RAY REGIS Chief Fire Department Planner By e>— Tom Hutchison Fire Safety Specialist to ?Lannincu immi ,cnE DATE: 9/20/89 46-209 OASIS ST . ROOM 304 (612) 342-8277 INDIO, CALIFORNIA 92201 TO: Assessor ' s RE: TM 23940 EA 33167 Building and Safety Road 6 Survey Dept. General Location: Northwest corner SCG GTE SCE of Hovely Lane and El Dorado Dr . Health Department Fire Protection Applicant : Mr . Bob Varner Flood Control : CVWD Zoning District : CC-PDMI City Sphere: Palm Zoning: R-1-12000 and C-P-S Desert Supervisorial, District: 4th Desert Sands Sch.Dist . Schedule: A Regional Water APN: 632-030-011 Postal Service Sheriff Proposal : Divide 40 acres into 122 C.V. Parks/Rec . lots. City of Indian Wells //71�v Please review the case described above and the attached map/exhibit (s) . Your comments and recommendations are requested prior to 10/21/88 or as soon as possible in order to include them in the staff report for this item. Should you have any questions regarding this item, please contact John Guerin. RELATED CASE FILED: CZ 5299 PM 22756 COMMENTS: MODE OF FUTURE DELIVERY: Centralized. Contact with U.S.P. S. Growth Coordinator required before construction for delivery locations. �f BEG D OCT 2 01988 WARUoe ox"ry U Vn4EM DATE: SIGNATURE — --- -------------------- ------- Please print name and title:-U,S,P,S.-Growtti-OQQrdiDdt4r--------- RETURN TOe County Planning Department , 46-209 Oasis St . Rm. 304, Indio , California 92201 4080 LEMON STREET, 91" FLOOR 46-209 OASIS STREET, ROOM 304 RIVERSIDE, CALIFORNIA 92501 INDIO,CALIFORNIA 92201 (714) 787-6181 -- 13-1934 16: 5 'RO'1 Vl'QlgEP WAR!, LEHSINr ro 341709rJ P.^,1 X/J9/Pd 15:36 FAI 1 %4 768 2366 1ST AMERICAN TTL I®OOli00Y ,pot AUB V •'SI t � ��L� .Vim. �•' .rjrstAn7erkan ride Insura= Comp oczs rwrriEexn,s'►+�T Sao.Box 996� . t 0���a2ea'i�.6 • N�f��900 faPiZgn -- 4 ML NUMM swacr ors �a�raa a�srsrs c�► PAC= ra -WZPG MUS COW= ME AT PFCMJM. ARAM WPM MAIN 1S (909) M-23% � �tANK 110J IJJJ-i�9-1994 15:=5 FPOH IiAP.P�ER W*1 LE(+S]INT1 �O 3:1^0D@ P.02 y �COVNTY OF RIVERSIDE, STATE OF C60FORNIA •. •' •`,'- FROM: Alannifi DepartMeot SVSMMALDATE-' I.25.89 t' CWAN6J OF ZONE NO, 8299-TENTATIVE 7RACT !WP NO. 2.1940, ; St18JECT: Artwndtd No. 1-BOD Varner-Cat hedral City/Palm Desert !1 Zoning District-Fourth Supervisorial District-40 Acres-121 Lots-Schedule A and E- R-1-12,000 and C-P-S Zones-R-1-12,000 We to R-1-8,000 Zone (portion of site). ftCCOMMENDED 74011ON: The Planning Commission and Staff recommends No 23 Negative 1tl7 based anthe findiingsa ration for E, A. Incorporated inthe��`•,�� environmental assessment end the conclusion that , ; ( 1J the proposed project "ill not have a significant t � effect on the environment$ ANDt APPROVAL of Change of Zane No. 5"t from R-1- 00 o R-1-B4O00 in accordance Mith Exhibit e, basso upon the findings and conclusions incorpo- rated in the Planning Commission minutes dated January is, 1789. The East Area Planning Council end Staff recommend) ADOPTION of a Negative ,Declaration for E. A. No. 33167 bistd on the findings incorporated in the environmental ae4e38meAt and the conclusion that the DrOposed project will not have a significant / } effect on the enVironmentl (` � AND: ti a APPROVAL of Tract Map No. 23940t Amand9d No. i , a sub ec t0 the attached conditions, based on the 4 findings and conclusions incorporated in the East Area Planning Council minutes dated January 19, a' z 1909. 2 ZeN PFC:csa 1�1 COPY sent to de3trl Office Ro9e•7� Streeter, planning Director 1/25/89 XMns or RX Dow Or acraavzaois On motion of Supervisor Lareon, seconded by Supervisor Younglove and duly carried by unanimous vote, IT WAS ORDERED that the ibove matter is approved as recommended and that Cvunty Counsel is directed to prepare the necessary ordinance for adoption. Ayes: Csniceros, Abraham, Larson And Younglove Noes: None Gerald A. Money Absent: Dunlap c s rd Dots: rebruary 28, :989 Sy xc: Planning, Land dst, Applicant, Co.Co. Dqpoty prey.Asn.ref. Depts.f9mmente DAc. AGENDA KO. .pYtM land 1097 70TAL P.W :. M f MINUTES ARCHITECTURAL REVIEW COMMISSION JANUARY 28, 1992 Action: It was moved by Commissioner Van VIIet, seconded by Commissioner Warner. to continue the reauest directing the applicant to address the followina: 1 ) Restudy grading and drainage issue conforming to height limit. 2) Show details on screening of roof equipment. 3) Provide material and color board. 4) Resubmittal to show site Plan and all elevations. Motion carried 5-0. 2. CASE NO. : CTT-23946 APPLICANT (AND ADDRESS) : C5UNLITE-"DEV_EL6PMENT , _IT for CSUNTERRACE) 77-622 Country Club Drive. Suite "V", Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Preliminary approval of sinale family elevations LOCATION: Northwest corner of Hovley Lane and Eldorado Drive ZONE: PR-5 Phil Drell reported that the plan was approved in the county R- I , 8.000 zone in 1989. The county approval allows for 4 foot sidevards and a 40 foot height limit. When the annexation occurred. the conditions approved throuah the county were honored. He noted that the plan calls for maximum heights of 19 feet and 20 Feet with 5 foot sideyards. Mr. Drell indicated that these conditions would have to be researched and that the plans were before the commission on an aesthetic point of view only. Commissioner Urrutia discussed his concerns with the 20 foot height at the gable end of the roof. He felt the plan would be more acceptable if the roof sloped away. Commissioner Urrutia was not concerned with the front elevations, however directed the a DDlicant to Incorporate more detail on the side elevations. Commissioner Holden added that with only 5 foot sidevards with the overhangs. there would only be 5 feet between the houses. Mr . Ken Johnson, an adiacent homeowner, asked to address the commission. He noted his concerns with future phases possibly being 2-story homes under the county's 40 foot height limit. Commission assured him that it is unlikely that 2-story homes on the perimeter of any prOiect would be approved in the future. 6 TT /(,/o, b2ly i I DQsc� 73-510 FRED WARING DRIVE, PALM DESERT, CALIFORNIA 92260-2578 TELEPHONE (619) 346-0611 FAX (619)341-7098 April 12 , ' 1995 ARCHITECTURAL REVIEW COMMISSION ACTION CASE NO. : TT 23940 APPLICANT (AND ADDRESS) : ROBERT B. VARNER for SUNTERRACE, Post Office Box 4689 , Palm Desert, CA 92261 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of entry water feature with community identification sign at E1 Dorado Drive LOCATION: Northwest corner of Hovley Lane and Eldorado Drive ZONE- PR-5 ----------------------------------------------------------------- Upon reviewing the submitted plans and presentations by staff and by the applicant, the architectural commission approved the plans for the entry water feature with signage as submitted. Date of Action: April 11 , 1995 Vote: Carried 5-0-1 , Commissioner Gregory Abstaining (An appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within fifteen ( 15) days of the date of the decision. Any amendments to this approved plan would need to be resubmitted to commission for approval . ) ----------------------------------------------------------------- STAFF COMMENTS: It is your responsibility to submit the plans approved by the architectural commission to the department of building and safety. CONTINUED CASES; In order to be placed on the next meetings agenda, new or revised plans must be submitted no later than 9 : 00 a.m. the Monday eight days prior to the next meeting. �.a j MINUTES ARCHITECTURAL REVIEW COMMISSION APRIL 11, 1995 Action: It was moved by Commissioner Urrutia, seconded by Commissioner Van Vliet, to approve the architectural plans only with the condition that the trash bin be revised and enclosed with a 6 ' block wall. Commission continued the landscape plan directing the applicant to provide a detailed landscaping/irrigation plan. Motion Carried 5-1-0, Commissioner Holden Voting No. 3 . CASE NO. : (TT:23940 APPLICANT (AND ADDRESS) : CROBERT B. VARNER - for (SUNTERRACE, Post Office Box 4689, Palm Desert, CA 92261 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of entry water feature with community identification sign at El Dorado Drive LOCATION: Northwest corner of Hovley Lane and E1 Dorado Drive ZONE: PR-5 Commission reviewed the plans for the water feature at the entry, as well as the signage. Action: It was moved by Commissioner Holden, seconded by Commissioner Connor, to approve the plans for the entry water feature with signage as submitted. Motion carried 5-0-1 , Commissioner Gregory Abstaining. 4 . CASE NO. : tt 27561 APPLICANT (AND ADDRESS) : A & M BUILDERS for HOVLEY COURT, Post Office Box 366, La Quinta, CA 92253; STOFFREGEN FULLER & ASSOCIATES, 73-725 El Paseo, Suite 23E, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of wall plan and revised landscaping plan LOCATION: South side of Hovley Lane, west of Portola Avenue ZONE: R-1 7 �� 1���: �� �� � . �3��d /�Zf� � r� � � g� �--- /����� �e I� �� �'f � Earth Syste Consultants Buena Engineers Division �� Southern California 79-811B Country Club Drive Bermuda Dunes, CA 92201 (619)345-1588 RECEIVED (619)328-9131 FAX(619)345-7315 July 15, 1994 JUL. 2 0 1g94 137-1180-P2 cpMwwar OIVLLO-Uth'W=Aar;rr 94-07-737 Mr. Bob Varner c/o Sunterrace 75-805 Armour Way Palm Desert. California 92211 Project: Tract 239 Future Phases De rt. California Ref: Geotechnical Engineering Report prepared by Buena Engineers, Inc. dated March 23. 1989: Report No. 89-03.756 Geotechnical Engineering Report Update prepared by Buena Engineers, Inc. dated October 14, 1991: Report No. 91-10-734 As requested, we have visited the site to observe the present conditions and reviewed the referenced Geotechnical Engineering Report for update purposes. Based upon this, it is our opinion that the recommendations included in the referenced Geotechnical Engineering Report and Update remain valid for the design and construction of the future phases of the proposed residential development. It should be noted that portions of the project have been rough graded. Previously rough graded building pads need only be cleared of vegetation, moisture conditioned and fine graded. Building pads that have not yet been rough graded will require additional prewatering and recompaction as recommended in the referenced report. If there are any questions concerning this letter or the referenced reports, please contact the undersigned. Respectfully submitted, Earth Systems Consultants Brett Brson. P. E. No.C045M * Fxp.930-94 clvtl- F.OF C:' ' Copies: 2 - Bob Varner 2 - Advanced Engineering Group l - City of Palm Desert 1 - VTA File i 73-510 FRED WARING DRIVE, PALM DESERT, CALIFORNIA 92260.2578 TELEPHONE (619)346-0611 FAX(619)341-7098 I April 15, 1994 ARCHITECTURAL REVIEW COMMISSION ACTION CASE NO. : TT 23940 APPLICANT (AND ADDRESS) : ROBERTS. RITCHEY, ARCHITECT, for SUNTERRACE, 78-340 Via Sevilla, La Quinta, CA 92253 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of architectural plans for two new model homes LOCATION: SUNTERRACE HOMES (Howley Lane, east of Cook Street) ZONE: PR-5 ----------------------------------------------------------------- Upon reviewing the submitted plans and presentations by staff and by the applicant, the architectural commission, by minute motion, approved the plans as submitted. Date Of Action: April 12, 1994 Vote: Carried 5-0 (An appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within fifteen ( 15) days of the date of the decision. Any amendments to this approved plan would need to be resubmitted to commission for approval. ) ----------------------------------------------------------------- STAFF COMMENTS: It is your responsibility to submit the plans approved by the architectural commission to the department of building and safety. CONTINUED CASES; In order to be placed on the next meetings agenda, new or revised plans must be submitted no later than 9 :00 a.m. the Monday eight days prior to the next meeting. rna. MINUTES ARCHITECTURAL REVIEW COMMISSION APRIL 12, 1994 :rrrr*f•ra,rww�:*wwww****ttt:::*trrrtt►t***wr*►*,r,r,►*,�,rw,rwwww,►:rrt• I. CALL TO ORDER: The meeting was called to order at 12 : 15 p.m. Commissioners Present: Current Meeting Year to Date Present Absent Present Absent Richard Holden X 14 0 Frank Urrutia K 12 2 Chris Van Vliet K 13 1 Wayne Connor X 14 0 Richard O'Donnell X 12 2 Ronald Gregory X 13 1 Staff Present: Phil Drell Steve Buchanan Daisy Garcia Donna Bitter II . APPROVAL OF MINUTES: It was moved by Commissioner Connor, seconded by Commissioner Van Vliet, to approve the minutes of the March 22, 1994 meeting as submitted. Motion carried 4-0-1, Commissioner O'Donnell Abstaining. III. It was moved by Commissioner O'Donnell, seconded by Commissioner Van Vliet, to approve the following cases by minute motion. Motion carried 5-0 . A. Final Drawings: 1. CASE NO. : 4285 SA APPLICANT (AND ADDRESS) : HOLDEN & JOHNSON ARCHITECTS for 1ST BANK OF PALM DESERT, 44-267 Monterey Avenue, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of revised signage height LOCATION: 73-000 Highway 111 ZONE: C-1 S.P. MINUTES ARCHITECTURAL REVIEW COMMISSION APRIL 12 , 1994 Phil Drell presented plans for the proposed bank building noting that the commission could give the plans a pre- annexation approval, and once the area is annexed into the city the applicant can submit the plans for building permits . Commission approved the preliminary plans as submitted. Motion carried 3-0-2, Commissioners Holden and Connor Abstaining. C. Miscellaneous Cases : 1 . CASE NO. : TT_23946 APPLICANT (AND ADDRESS) : fCO RT_S ._RZTCHi ARCHITECT,? for SUNTERRACE; 78-340 Via Sevilla, La Quinta, CA �92253 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of architectural plans for two new model homes LOCATION: SUNTERRACE HOMES (Hovley Lane, east of Cook Street) ZONE: PR-5 Phil Drell presented plans for the two new models at a height of 16-1/2 ' . Commission approved the plans as submitted. 2 . CASE NO. : APPLICANT (AND ADDRESS) : LANCE ALACANO, 73-166 Loma Vista, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of single family home exceeding allowable height limit LOCATION: 73-155 Bel Air and 47-290 Rose Sage Court Phil Drell presented the plans noting the homes were 18 ' high with hipped roofs . Commissioner Connor felt that the commission should review the grading plan before approving the house at 181 . 3 73-510 FRED WARING DRIVE, PALM DESERT,CALIFORNIA 92260-2578 — TELEPHONE(619)346-0611 — -- FAX(619)340-0574 March 27. I 192 ARCHITECTURAL REVIEW COMMISSION ACTION CASE NO. : TT 23940 APPLICANT (AND ADDRESS) : SUNLITE DEVELOPMENT. INC. for SUNTERRACE, 77-622 Country Club Drive. Suite "V". Palm Desert. CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of final architectural plans LOCATION: Northwest corner of Hovlev Lane and Eldorado Drive ZONE: PR-5 --------------------------------------------------------------------------- Upon reviewing the submitted plans and presentations by staff and by the applicant. the architectural commission granted final approval to the architectural plans as submitted. Date of Action: March 24, 1992 Vote: Carried 4-0 (An appeal of the above action may be made In writing to the City Clerk of the City of Palm Desert within fifteen ( 15) days of the date of the decision. Any amendments to this approved plan would need to be resubmitted to Commission for approval . ) --------------------------------------------------------------------------- STAFF COMMENTS: It is your responsibility to submit the Plans approved by the architectural commission to the department of buildino and safety. CONTINUED CASES: In order to be Placed on the next meetings agenda, new or revised plans must be submitted no later than 9:00 a.m. the Monday elaht days Prior to the next meeting. MINUTES ARCHITECTURAL REVIEW COMMISSION FEBRUARY It . 1992 1 . CALL TO ORDER: The meeting was called to order at )2:20 p.m. Commission Members Current Meeting Year to Date Present Absent Present Absent Ron Gregorv. Chairman X 3 0 Rick Holden X 3 0 Frank Urrutia X 2 1 Chris Van Vliet X 3 0 Kirby Warner X 2 1 Wayne Connor X 2 1 Staff Present: Phil Drell Jeff Winklepleck Steve Buchanan Bob Smith Donna Bitter 11 . APPROVAL OF MINUTES: It was moved by Commissioner Van Vliet, seconded by Commissioner Warner, to approve the minutes of the January 28. 1992 meeting as submitted. Motion carried 4-0-1 . Commissioner Connor abstaining. fit . It was moved by Commissioner Warner, seconded by Chairmen Gregory. to approve the following cases by mirxite motion. Motion carried 5-0. A. Final Drawings: 1 . CASE NO. • 3016 SA APPLICANT (AND ADDRESS) : ROBERT B. VARNER for SUNTERRACE, Post Office Box 4689. Palm Desert. CA 92261 MATURE OF PROJECT/APPROVAL SOUGHT: Approval of new sign face in existing monument sign LOCATION: 73-785 El Paseo (former City National Bank site) ZONE: C-1 Commission approved signage with the following conditions: 1 ) Sign to be removed when the information office ceases to operate at this location with the sign cabinet being returned to its present condition. 2) Repaint wall where brass letters were removed from previous City National Bank signage. MINUTES ARCHITECTURAL REVIEW COMMISSION FEBRUARY II , 1992 5. CASE NO. : 379 C APPLICANT (AND ADDRESS) : GARRY R. TERWILLIGER for MEL SHERMAN, 11957 Third Street. Yucaipa, CA 92399 NATURE OF PROJECT/APPROVAL SOUGHT: Addition to existing Glendale Federal Savinas Bank buildina LOCATION: 72-795 Highway III ZONE: Commission approved the addition subject to the applicant Providing upgraded landscaping as needed. Staff to approve final landscaping plan. 6. CASE NO. : CTT 23940 APPLICANT (AND ADDRESS) : CSUNLTTE-DCVELOP_MENT. IN'L for SUNTERRACE: 77-622 Country Club Drive. Suite "V", Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Preliminary approval of landscape plan LOCATION: Northwest corner of Hovley Lane and Eldorado Drive ZONE: PR-5 Commission approved preliminary landscape plans as submitted. Motion carried 4-0-1 . Chairman Gregory abstaining. 7. CASE NO. : 3020 SA APPLICANT (AND ADORESS) : RAUL SOSA 8 ASSOCIATES for CASUELAS CAFE. 67-853 E. Palm Canyon Drive. Cathedral City, CA 92234 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of facelift and color board LOCATION: 73-703 Highway III ZONE: Phil Drell presented the plans noting that the applicant was requesting to paint the storefront from gray to white and provide a more substantial railing along the front with the addition of a Planter area. Commission approved the plans and color board as submitted. 3 I 1 I 73-510 FRED WAKING DRIVE, PALM DESERT,CALIFORNIA 92260.2578 February 14. i1992 TELEPHONE(619)346-0611 FAX(619)340-0574 ARCHITECTURAL REVIEW COMMISSION ACTION CASE NO. : TT 23940 APPLICANT (AND ADDRESS) : SUNLITE DEVELOPMENT, INC. for SUNTERRACE. 77-622 Country Club Drive. Suite "V". Palm Desert. CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Preliminary approvai of landscape plan LOCATION: Northwest corner of Hovley Lane and Eldorado Drive ZONE: PR-5 --------------------------------------------------------------------------- Upon reviewing the submitted plans and presentations by staff and by the applicant, the architectural commission approved the preliminary landscape Plans by minute motion. Date of Action: February 11 . 1992 Vote: Carried 4-0-I . Chairman Gregory abstaining (An appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within fifteen ( 15) days of the date of the decision. Any amendments to this approved plan would need to be resubmitted to commission for approval . ) --------------------------------------------------------------------------- STAFF COMMENTS: It is your responsibility to submit the plans approved by the architectural commission to the department of building and safety. CONTINUED CASES: In order to be placed on the next meetings agenda. new or revised plans must be submitted no later than 9:00 a.m. the Monday eight days prior to the next meeting. i 73-510 FRED WARING DRIVE, PALM DESERT, CALIFORNIA 92260-2573 TELEPHONE (619)346-0611 FAX(619)341-7098 June 16 1995 ARCHITECTURAL REVIEW COMMISSION ACTION CASE NO. : TT 23940 APPLICANT (AND ADDRESS) : ROBERT B. VARNER for SUNTERRACE, Post Office Box 4689 , Palm Desert, CA 92261 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of plans for single family home exceeding allowable height limit LOCATION: Sunterrace - 41-570 Hogan ZONE: PR-5 ----------------------------------------------------------------- Upon reviewing the submitted plans and presentations by staff and by the applicant, the architectural commission, by minute motion, approved the plans for the single family home as submitted. Date of Action: June 13, 1995 Vote: Carried 6-0 (An appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within fifteen ( 15) days of the date of the decision. Any amendments to this approved plan would need to be resubmitted to commission for approval . ) ----------------------------------------------------------------- STAFF COMMENTS : It is your responsibility to submit the plans approved by the architectural commission to the department of building and safety. CONTINUED CASES; In order to be placed on the next meetings agenda, new or revised plans must be submitted no later than 9 : 00 a .m. the Monday eight days prior to the next meeting. �Mnk, i rwe. MINUTES ARCHITECTURAL REVIEW COMMISSION JUNE 13, 1995 Commission approved the plans for the single family home as submitted. 4 . CASE NO. : f=-23940==:> APPLICANT (AND ADDRESS) : &69ER7P--B.=VARNERX-for �SUNTERRACE,-Post Office Box 4689, Palm Desert, CA 92261 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of plans for single family home exceeding the allowable height limit LOCATION: Sunterrace - 41-570 Hogan ZONE: PR-5 Steve Smith presented the plans noting that it deviates from the models that have been approved. Mr. Varner indicated that the plans were originally approved by the county as submitted before the tract was annexed into the city. Commission approved the plans for the single family home as submitted. 5 . CASE NO. : APPLICANT (AND ADDRESS) : STEVEN SAMPSON, 72-742 Bel Air Road, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Approval of plans for sun trellis and garden gazebo LOCATION: 72-742 Bel Air Road ZONE: R-1 13,000 Jeff Winklepleck presented the plans for the gazebo structure at 18 ' high noting that it does fit in the area where the house could be placed. He added that it does meet the setbacks from the main dwelling. Mr. Winklepleck indicated that the applicant will be asking for a variance for the trellis noting that technically it can go 11 feet back, but will need a variance for anything further than this . 10 (M Oil pFOLrr�. [P)C@�-w] 73-510 FRED WARING DRIVE, PALM DESERT,CALIFORNIA 92260-2578 TELEPHONE(619)346-0611 FAX(619)340-0574 January 31 , 1992 ARCHITECTURAL REVIEW COMMISSION ACTION CASE NO. : TT 23940 APPLICANT (AND ADDRESS) : SUNLITE DEVELOPMENT. INC. for SUNTERRACE. 77-622 Country Club Drive. Suite "V". Palm Desert. CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Preliminary approval of single family elevations LOCATION: Northwest corner of Hovley Lane and Eldorado Drive ZONE: PR-5 --------------------------------------------------------------------------- Upon reviewing the submitted plans and presentations by staff and by the applicant, the architectural commission granted preliminary approval to the single family elevations subject to revising Unit "A" whereas the end gable roofs on the side yards are changed to a modified hip roof. Date of Action: January 28, 1992 Vote: Carried 4-0-1 . Chairman Gregory abstaining (An appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within fifteen ( 15) days of the date of the decision. Any amendments to this approved plan would need to be resubmitted to commission for approval . ) --------------------------------------------------------------------------- STAFF COMMENTS: It is your responsibility to submit the plans approved by the architectural commission to the department of building and safety. CONTINUED CASES: In order to be placed on the next meetings agenda, new or revised plans must be submitted no later than 9:00 a.m. the Monday eight days prior to the next meeting. i i III N AGENDA ITEM NO. : IV-B-2 DATE: JANUARY 28, 1992 i ARCHITECTURAL REVIEW COMMISSION CASE NO. : TT 23940 APPLICANT (AND ADDRESS) : SUNLITE DEVELOPMENT, INC. for SUNTERRACE, 77-622 Country Club Drive, Suite "V", Palm Desert, CA 92260 i NATURE OF PROJECT/APPROVAL SOUGHT: Preliminary approval of single family elevations LOCATION: Northwest corner of Hovley Lane and Eldorado Drive (east of Cook Street) ZONE: PR-5 i DISCUSSION• The tract map was approved in the county and was conditioned to conform to the county's R-1 . 8,000 zone. Those standards call for 5 foot sideyard, 20 foot front. 10 foot rear and 40 foot height. While we are willing to go along with the 5 foot sideyards, staff recommends that the clty's 18 foot single story height maximum be applied. The proposed elevations have a ridge height of 19' to 20' . RECOMMENDATION: i Approval conditioned to reduce ridge height to 18 feet. PD/db J ARSH TECTUR* REV EW Dept. of Planning and Community Development 73-510 FRED WARING DRIVE, PALM DESERT, CALIFORNIA 92260 SUNLITE DEVELOPMENT INC. Applicant I please print) / 77-622 Country Club Drive "V" ( 619 ) 360-415%1 Moiling Address Telephone � Palm Desert , CA. 92260 City State Zip-Code REQUEST! I Describe speelfle nature of approval re iussted I. SUNI.ITE DEVELOPMENT INC. requests the approval of the exterior elev,�tions , colors , and set backs from preliminary plans . PR DESCRIPTION:PROPERTY OESC ON' Tract #23940- 1 , Palm Desert , CA. aka " Sunterrace" �I ASSESSOR'S PARCEL NO. EXISTING ZONING Single family residential Property Owner Authorization The undersigned states that they are the owner Isl of the property described herein and hereby give author- ization for the flung of/thins application. U _ _ January 13 , 1992 i nature Dare Agreement absolving the City of Polm Desert of all iiabllinss relative to any deed restrictions 1 00 BY MY SIGNATURE ON THIS AGREEMENT, Absolve die City of Palm Desert of all liabilities regarding any deed restrictions that may 1* applicable to the property described herein. January 13 , 1992 Signature Date Applicant's Signature j S I DEVELOPME INC. January 13 : 1992 Sitifn—atureCDate FOR STAFF USE ONLY) Environmental Slorus• Accepted byr ❑ Ministerial Act E.A. No. ❑ Negative D Exemption C,�aE Had, ❑ Neganw Oectaration lrrrvv uvlYJ ❑ Other ReHrsr^e Cote Na. CITY OF PAIN DESERT APPLICATION FCW Architectural Review Of: Case No. Residential Single Family (Type of Project) SUNT,ITE DEVELOPMENT INC. (Applicant) - --------------------------------------------------------- - ------------------- Agreement of coupliance to be signed by those applying for review. I hereby acknowledge that I have read and agree, to oomply with all the following requirements, and understand that the Department of Building and Safety will not issue a building permit or allow occupancy on the use permitted until this signed confirmation has been received by the Department of Camamity Development. The development of this project shall conform substantially to all development plans submitted in behalf of this case, and as revised according to the Architectural Review Commission process. Any minor change requires approval by the Director of Cmmamity Development. Any substantial change requires approval by the Architectural Commission. All requirements of any law, ordinance, or regulation of the State, City and any other applicable government entity shall be complied with as part of the development process. This approval is applicable, subject to the development of this project, c cmT encing within one year from approval date and being promptly completed. Landscaping (with irrigation system) shall be installed prior to final inspection and receiving certificate of occupancy. Curb, gutter, curb cuts and tie-in paving shall be provided along the full frontage of the lot by means of installation prior to final inspection or other provisions as approved by the city engineer. Construction shall conform to city standards and all requirements of the city engineer. All new and existing electrical distribution lines, telephone, cable antenna television, and similar service wires or cables, which are adjacent to and provide service to the property being developed shall be installed underground as a part of development from the nearest existing pole not on the property being developed as required by municipal code. January 13 , 1992 (Sign tun (Date) SUN, TERRACES, PALM DESERT vi TTE � EVF_L PMFNT , ,NCIF GI am. I! ' bY2W+-- ' �y -" "rY i • u �• � GO��jAY a�.•v� pR/t/B E' Y 1. ,w I t VIC1NrrY MAP r. gyp' � LANDSCAPE AR SHEET INDEX it PL4.IVS. SHEET INDEX --- COVER SHEET - - t 1 TYPICAL FRONT YARDS 2 ;, STREET TREE PLAN 3 RETENTION BASIN 4.0 IRRIGATION DETAILS 4.2 IRRIGATION DETAILS AND LEGEND 4.3 i MGAnON SPECIFICATIONS - S REAR YARD LANDSCAPE A7 Tje4C.T 21,PA4&q T ECEF ATI NS CRY P24Lff 01417 50 Tyj VT6 _ TCANTING DE AILS AND SP C O PALM ' i r. IJ\ 1 t AIle 1 ` a� _ 1 i. • F i"f. ` R ECEJO �V t . ANT DEPAFiiMENT ' Cpq,AMlfNiTY DE`IELOPM DESERT y CIT'I DF PAtM i •r I t A'• S'. 7 k ti k • 5 I ¥ F,.• These plans bare been rerieved by the Coachella Valley Water Dlsthct in accordance with Water Code 0.8. Section 5597 et seq. requiring e[ficientel landscape and irrigation design laini cooperation { with the local governing agency (City or. County) iN r IMPORTANT NOTICE Dais Se Llion 4216 4217 of the Govemment Code water Management Specialist r@Quwes a D.gAlen Identification Numbe, be issued before a •Perrrut to Excavate , will be vabd. For your DigAlen I D Numoer CaM Underground Service Alen Semce Director TOLL FREE 1-800-422-4133 Two working days before you dig CENTURY CROWELL COMMUNITIESd o } w5 SOUTH vu STREET CAAt I zi k SAN B INO, CA 92" s DENM CUNN NGHAM % , (909) 381-6007 AI LIBoJIo C�'r 33'H M COMPANY I 33282 Goldtz 11.an.Aam S��Z Suite 201 • •h e y S Dam Foiq4 CA 92629 14 661-3998 FAX 714 661-2269 • s9tz r�'rful xr •xsrr"row 1 6Z9Z6 +, lot>>tal an�a }�� araa f �. r7 °'P1�0 MCC 04 fr R l�mGa-lg�-6m6 Lim - - - 1l9'wy odr�spo SDI�f b'.�, .� -WPLI6u,uuno oluuoa r , .{NYdl1f0� fYYH;rjNINNRJ� �� � ��• '' Q Q Q 901-LI tlWWOO TINMObt) AbIn s1rvM CSI O ac -- NrS 19 LIE — I SNL07 OL::)Vo 0 a I- Cl Q � • `... ,� o u o • r i r Z 'toe ftb 10 Y nL WIS AV �$ s A I . r; PLAN 4 A "S ' f � CIO w - z Q 0 o O w czr N W _ W w W ' W -11 . ..Icy . / • • ` • , 1• `4"�V ..- 5 .., Y � �'� ••. .+, L- :') �R -':1.;=.,.. s X ' sY_ �r• \1 M�•�.•�• . du ,. •.... -,. f p � _. � (7 ate• ' 1 � p O co C) � VO Wr-, goal qw i 1 ' 41 • Ix _ � ' .• .� I �..• ..tit S- 1 - �_ ..., _ _•-.• g7,�i.�:r .a.,,µ:•..�'e..AYT...v' :��:.'�i.',k;.y�e4. - .�,.sr'�.�i r .k s._Y. .+ � � . � • •�_-. h cam' 1 Z, r _ LL CD 5 Nor.: U- I 1 � 4 © . y too A. �_.,. —�-•�r�...._.�� ter. • • •�\ • I .�'�'� r�r —ter, ��� �•� ••��— ��. ' , . • • ' • �••_ 1.� ."��—+�� �+ mow. I . i ..,x s 1; , •' - , .. .. .. .. _....... .. - .._ ... .- .,_ .. .. _ .. .. •N ••:•'-t. w,.A•,i:rP',`;1i'eF'Y'1MMlY •• ■. •N•_OT .!- itxvwcwwis BY i a- . �,' �S• `''. _ .. t ids _ - . « _} !` � _ _ : '. d !� _ .,, _ f i"'; a. mot. �• 'K CTA PLAN 30 9 R - PLAN 4 A PLAN 4 8 a PLAN 4 >3 PLAN 3G A R 00 � M 4r PLANT LEGEND ' OF fL ., �• • •.,. '� ••, 1, SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS 19 -� TREES ` .•• \ r `,.ter 1..� .1.w•� �. _■e•a _� ►' ••,w■M 1•V^? tom_ _r` / •-c _ - - _ — • V A R D O N WAY _ ' I $3 24" Box STANDARD _�...._._:- _ '�''� -. -�-- /� T-I BRACHYCHITON POPULNEUS BOTTLE TREE Q •g ,co I fillT- : `: t s T-2 JACARANDA ACUTIFOLIA JACARANDA 24"BOX STANDARD ' 4# -{� •(v ' t - {p t T-3 RHUS LANCER AFRICAN SUMAC 24"BOX STANDARD GRAPHIC SCALE �a 49 o u u p � Cos . 1 � '..'. .'• T-4 PITHECELLOBIUM FLEXICAULE TEXAS EBONY 24"BOX STANDARD `"� C— t �' i , �'-- T-6 LAGERSTOEMIA INDICA' CRAPE MYRTLE 24"BOX STANDARD - 4. ( II�T ITT ) � i inch = 40 !t I PLAN 3G B R PLAN 4 A PLAN 4 B PLAN 4 A � 1 -�" : ----y .; t 1 i SHRUBS '•,. i A HIBISCUS ROSA RED 5 GAL. to t '� r., CT- ( < w 8 CARISSA G.TUTTLE NATAL PLUM 5 GAL. + _= C NERIUM OLEANDER DWARF SALMON 5 GAL. SALMON Q 1 v 'r-(o — r T� 3 >_ D PHOTiMA FRASERI N.C.N. S GAL. Z E NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. O. Dq 28 �-� , I p` F XYLOSMA CONGESTUM XYLOSMA. S GAL "COMPACTA" , 0 1 G RAPHIOLEPIS INCICA INDIAN HAWTHORN 5 GAL. "JACK EVANS"NORTH EXPOSURE ONLY a H PITTOSPORUM TOBIRA WHEELERS DWARF PITTOSPORUM SGAL. TURNERS VAR M - I NANDINA DOMESTICA DWARF BAMBOO" S GAL. NANA PURPURE SALVIA GREGGI RED SALVIA 5 GAL. T T I W BOUGAINVILLEA RED /�k S GAL. SHRUB TYPE O _ I ? BOUGAINVILLF,.A_,,,, RED S GAL ESPALIER ' 3 L7 �C -R BACCHARIS I GAL i M BA_ 'CEN ENN =� t < N 9ANDINA DOMESTICA CO PACTA HEAVENLY BAMBOO S GAL. COMPACTA < t ♦ O LANTANA MONTEVIDENSI TRAILING LANTANA I GAL. PURPLE m ''] �_ 2 9 � 4 x, C m 1 / Ir T b ,� /I P RUELLIA SPECIES BLUE RUELLIA S GAL 3 ! f PLAN 3G @, R - "T Q ACACIA REDOLENS PROSTRATE ACACIA IGAL DESERT CARPET ..+- + 0 C-r4 TURF r ' ' 2 �:� HYBRID BERMUDA PERENNIAL` YE MIX Z a T I ' - I �M !, FRONT YARDS-SOD zi TV F I . L a •. Y. GILL, 1RqL T - ------ �- ' t Cr T•,b T.6 , . L_ t11 , - 4-- f T� , . T-� 3 2 ?.3 , tu i . , m • m < PLAN 3G B -I I .� _— 1 5 c� ` I 7. PLAN -3G A ., - 50 LLJ In o •31 f 6-1) 6-1) T-I 'f—I6-� T-t` -t (T--,)-, 't'-I T-1 T! 't-1- .....r �.. yj --#- ' H �� - I..., n� �.��a�.�r+..T•L w—�� w w - , .,, MH -� : T� r->o T A/ -- ___ I T� -(= T 3 T' 3 - . T 3 T 3 T � RETENTION - - - -� —� � - ? y� _ BASIN A - -- __ }. I PLAN 4 A PLAN 49 B PLAN 4 A R PLAN 4G PLAN 4 A R PLAN 4 A tu RETENTION ' r • " ' `::: - ; 2 ..� BASIN 4 12 11 A 10 14 13 9 8 •_ yx J r. HOVLEY LANE ENERAL NODES a K 1. ALL TREES-WITHIN EIGH (8) FT. OF CONCRETE CURB, DRIVEWAY, WALKWAY, WALL, cn W.I. FENCE SHAZL HAVE STALLED ROOT CONTROL BARRIERS UB 24-2• TO BE "' PLACED ADJACENT TO E IMPROVEMENT IN A LINEAR ALIGNMENT EQUAL TO THE CANOPY OF THE MATUR SPECIMEN.A MIN OF 24' DEEP AND FABRICATED OF HIGH Ofb IMPACT POLYPROPYLE E OR POLYETHYLENE AS MANUFACTURED BY DEEP ROOT U CORPORATION OR APP OVED EQUAL TO BE APPROVED BY THE LANDSCAPE — ' _ ARCHITECT. IN THE C E OF A SERVICE LINE INFRINGEMENT TO THE EIGHT FT. 04 ZONE THE BARRIER ALL BE INSTALLED IN A CIRCULAR MANNER AROUND THE n Fy TREE AS RECOMM� DED BY THE MANUFACTURE 1. NO IRRIGATIONS STEM SHALL EXCEED 18 G.P.M �f• tJ •� 3. L. GATION PIPES UNDER DRIVES SHALL BE INSTALLED WITHIN SLEEVES V r 4. SEE SHEET TWO FOR PLANTING LEGEND l :e ^j w — � /Q ID AM y� a _ { `` oRnwM. ctmcKioe RJC PATla • - _ acwue Tb« plane hae7'"a seviewsd It the Caechlelk Tall-17 Water Di_atMet IS tns�ml'm aooerdaaea with Rater Cede Title 7, atviss" 1. Chapter 3. AAkle IOAL 3isU•a :a -r µ ssu7 at *mt. r"mirins emc*oat laadecapp+e aad knasilea teair,a V coopamUoa JOI•. Mae with the Iseal Sw.wming a;eoey (City or County) 1 i NH=T r ,, 1}ati• Water Ila.apaLe" 4wom"A A 2 0 q SH«. . . . . . . . . . . . . . . . . `...awM• r _ .. - nN•'Yrf -. - —__—. a•Y 'A..,,,•„ ,rtr++ q,4* /-T-\ ZS, ZS. 4. ZS, - - - - Ik t o • . f 1 • • a� uk 14 • . / • • r ♦ .01 1r�C V • Y • • - ice. • � • •� � `- 1 \ • • • • • O I / fir t x, V 0 B (S B • \ •1 1 t`i, XA / � Cn /11 S. JL r ,}„ P r O f ,• A U 00 ; e 43 •'•• g"�. DAAWIds TP CH<CKSDe RJG DATta F acwue Thew plane haw beta rericwed by'the Coachella valley Water District In 1ns�����i� accordance oitA Baler Code Ti11e 7• Division 1. Chapter 3, Artiele ITS. Zoction 1 65597 at sea. requiring efficient landscape and irrigation dratta in rarsprratlon J41. Noswitb the local governing a;ener (City or County) ' sH�iT Data Water Management Specialist o to 46 , ✓rrrlce Director SEE SHEET 2 FOR PLANTING LEGEND . ar G� a��sTs ....rt ,�.►F R } ?s.,i,•fpt :��. y !{c:T+'(' "W.{r, :+F'^'aY1W-• , - -------------- , 69tt"t99(N!1 a'yd • -•^-F^:gip•,,,,;+-:,. lot+ jmf 6r9t6 YJ yaJo,/ fosQ �S a�aJot7 Qop/ofl Zdt££ _ "°71yXY adpas7 L009-Ig (bOb)'�NOfiel • � A �. .iNYd�Oj rr ^^ �j N Q ( L V J , � ' "YH9NINNrO SINN30 c 1 i 430t�Zb V9 ONIONYN39 NVG tS' < 133ZI15 „CI �J .•i !• 53I11N/iWWO'� I Nn� � � � �- L- 2 f 51-o-I o- a o � �� 0 U � w G fi U \(^, • M .• A • • 1 N •i nmTmrr cs Of ,. O ` t •.- n i _ ' r -I ••'• •Z • . •' 4 �0 uj W li a_. '.;/ ! ,•,•-••' •• I• • 't •• .• ' y - ••w• -('a JU xg co CO /�� W 7'•.fr '• •'� Q as � 0 \0 O - 00 00000 , 00000 ;• •' . 00000 U) •;.. u O 0 .; it a W �' • ..; f .. t . •. 1. .1 Of q �� tt`�`Tlllf T W O V/ uj — - •'• gg a cc Q ° woo a 0 ui CL ''.� < fl , (•{,}!;tG R •s•'.i•rt•1 At i•..�ai wA...•!sa s:' I ' .. _ - _ - •� �` �� ><af`�,'ys . •.•''y.y � naf �.`1<. +: -tE,f,rr� r.Yl,�f .. -'`w � I _ Nt All ... Q UM t c O p t • ' es s 1 I � �1 V � tti r_ i YY _ - t• _ S . f 'Sri 'a> •tlJ _ I•\ V [�yy I i 7 a Y, t "i Q CD Im t b i. F CV N v /t t •c , } ; d o ;0 - a Q ., , xg ? V ♦, S Nl o �. r iCL loc r X > .•: (.? CL �.. > Q z `) o 0 0 coo 4 � a Q � a � 9 C QN r- c� umm � Q a X ' _ "- _,..' •sue„ -,'• -•=. .4l ' � ',,�„ ���s r,i S t •�, S_%t-:,t,,#'�� "ks t U m� (�'� O j. . .. j 0 l-k�• 5 F- - W u7 Q W U Q0 0 � ea ZI- to Q 0 � �D � @@0 �mQ UJ0 cn m W U oQ �a o w Q F- Q N da L.R.1 cn U cn 3>c~n W T CY a 9 a Q ® � �o r� D . Df *' W ~ tL co p,,... ICL y • .• ♦ �� a. a agagaasaaaaaaa ter \ •' �.�.,� ••' •• •' ••f • 1 "' QO W CO vJ O '•r- i ,• \ • ;• co • '• gyp Q (Q t- ( ' ` ► ' • . co �,}'!1 x • (1 t: uj IL N �, � O �' Z � .1 I i ., ';x.•s r ter•.--'"�':'__ -T - -•�' - ___. .. _ ♦- .. _. .. .. .. -_ l , 1 (9 •h .I..•4 y.._.': ..... .• 1}ri'x+.an�p1 - ^S-.. . ...: .,,. ., - .. _.Jk,..• - - __-.. ,y'.:..'In•.,�„,, - -*'R•w.+ +E..., ... 8 1 I V�/^TSF- Gtoi,G J f�'j"1 0t v 0 ZS, ?,, -h . IRRIGATION LEGEND i t . ''PLAN 3 GS SYMBOL MANUFACTURE MODEL DESCRIPTION GPM PSI RAO DETAIL *+ ` MAXIMUM WATER ALLOWANCE FOR TURF Z� WINTER 9.67 X 0.8 X 1060 X 0.62 / 748 = 6.80 100 CU. FT. ®► HUNTER SRS-06.-10A QUARTER TURF POP-UP 0.4 25 10, 'A' 7 Q HUNTER SRS-06-10A HALF TURF POP-UP 0.4 25 10' 'A' 9 ." .SPRING 24 X 0.8 X 1060 X 0.62 1 748 = 18.87 100 CU. Fr, cA, HUNTER SRS-06-12A QUARTER TURF POP-UP 0.8 25 12' 'A' - SUMMER 27.09 X 0.8 X 1060 X 0.62 I 748 19.04 100 CU. FT. C� HUNTER SRS-06-12A HALF TURF POP-UP 1.3 25 12' 'A' __ .. a FALL 10.29 X 0.8 X 1060 X 0.62 / 748 z 7.23 100 CU. FT. 0 HUNTER SRS 06-12F FULL TURF POP-UP 2.2 25 12' 'A' * f HUNTER SRS-06-15A QUARTER TURF POP-UP 0.9 25 15' 'A' 49.94 100 CU. FT. 2' ti b • � r= - A HUNTER SRS-06-15A HALF TURF POP-UP 1.6 25 15' 'A' 2.1 "MAXIMUM WATER ALLOWANCE FOR SHRUB HUNTER SRS-06-15A FULL TURF POP-UP 3.4 25 15' 'A' 3 - WINTER 9.67 X 0.8 X 500 X 0.62 /. 748 = 3.21 100 CU. FT. V � HUNTER PGP-ADV-02 QUARTER TURF ROTOR POP-UP 0.8 40 30' 'B' 4 7.98 10o cue FT. , , Nc 5 6 ,SPRING 24 X 0.8 X 500 X 0.62 / 748 HUNTER PGP-ADV-03 HALF TURF ROTOR POP-UP 1.0 40 31 B ca HUNTER PGP-ADV-05 FULL TURF ROTOR POP-UP 1.8 40 36 B v 1; •�� SUMMER 27.09 X 0.8 X 500 X 0.62 / 748 = 8.98 100 CU. FT. (� ���� Z� lut f �. ' RAIN BIRD 1401 TREE BUBBLER 0.5 25 --- 'M' Z $ d v 4' DIA. X 12' PVC SCH. 40 PIPE BALL 10.29 X 0.8 X 500 X 0.62 / 748 = 3.41 100 CU. FT. BUBBLER HEAD WITH MATCI-IING CAP. MTALL --- O O PEPCO QB2-186 GREEN QUADRA BUBBLER 0.33 25 'J' 23.56 100 CU. FT. SO THAT TOP OF CAP IS SCJ-I. 80 R1ZER F LUSW WITW FNS;4 GRAM GRAND TOTAL 73.50 100 CUFF. RAIN BIRD PESB-PRS-B REMOTE CONTROL VAVE 'C' 2-PVC SCH 40 ELLS ® Frn1SN GRADE '` �� TOTAL FT. 1560 •• - O �- (TXT) 62' PVCSCH 80 TI•READED NIPPLE 12• ti1INIMUM OlN TURF= 6796 9 (RE1=ER TO SPECIFICATIONS) _i ® CHAMPION EA SCRIEENCFOITER L100LMESHGFILTER D.4-E 3/4 OR 1 L a / ® PVC SO4 80 NIPPLE I O EDGE OF NARDSCAPE � _-- - ti ® EXISTING BACKFLOW PREVENTION DEVICE BY C.V.W.D. O PVC SC�-�. 40 STREET ELL II 6` MINIMUM o ►� NIBCO T-113 LINE SIZE SHUT-OFF VALVE 'D' PVC LATERAL LINE ?' r RAIN BIRD ESP-LX+ SERIES WALL MOUNT CONTROLLER INSIDE GARAGE. 'K' ' © 12 V2 CUBIC FOOT PEA GRAVEL REFER TO PLANS FOR SIZE. re PLAN 4A RAIN BIRD ESP-6LX+ WALL MOUNT CONTROLLER INSIDE A 'E' STAINLESS STEEL ENCLOSURE. MAXIMUM WATER ALLOWANCE FOR TURF j WINTER 9.67 x 0.8 X 1315 x . o.s2 ! 7aa = S.a3 10o cue FT. V RAIN BIRD J33DRC QUICK COUPLING VALVE 'F' BUBBLERON RISER APPROVED LATERAh LINE PIPE, SEE SPECIFICATIONS 'G' / 'H' .. AT TREE, BELOW GRADE SPRING 24 X 0.8 X IBIS X 0.62 1 748 20.93 100 CU. FT. F = APPROVED PRESSURE SUPPLY LINE, SEE SPECIFICATIONS 'G' / 'H' SUMMER 27.09 X 0.8 X 1315 X 0.62 / 748 = 23.62 100 CU. FT. nm FALL 10.29 X 0.8 X 1315 X 0.62 ! 748 = 8.97 100 CU. FT. 61.95 100 CU. FT. i C--� MAXIMUM WATER ALLOWANCE FOR SHRUB CONTROLLER STATION NUMBER i -- WINTER 9.67 X 0.8 X 310 X 0.62 / 748 = 1.99 100 CU. FTC GALLONS PER MINUTE b SPRING 24 X 0.8 X 310 X 0.62 / 748 = 4.93 100 CU. FT. n VALVE SIZE 7 fi; SUMMER 27.09 X 0.8 X 310 X 0.62 / 74� 5.57 100 CU. FT, = FALL 10.29 X 0.8 X 310 X 0.62 / 748 s 2.12 100 CU. FT. ! , - 2 3 ` '. :r x•: 14.61 100 CU. FT. K ` � °• GRAND TOTAL 76.56 100 CU.FT. I TOTAL SQ. FT. 1625 .;'. IN TURF= 80% 1 PLAN 4A CORNER LOT. MAXIMUM WATER ALLOWANCE FOR TURF ` 4 WINTER 9.67 X 0.8 X 1665 X 0.62 / 748 = 10.68 100 CU. FT. SPRING 24 X 0.8 X 1665 X 0.62 / 748 26.50 100 CU. FT. $L)PM6R 27.09 X 0.8 X 1665 X 0.62 748 = 29.91 100 CU. FT. �� t -r ,FALL 10.29 X 0.8 X 1665 X 0.62 / 748 = 11.36 100 CU. FT. ACTUATED ATM 78.44 100 CU. FT. O ELECTRIC TU OSPNERIC VACUUM BREAKER/CONTROL VALVE/FLTER MAXIMUM WATER ALLOWANCE FOR SHRUB OPVC SCH 80 RISER O PVC SCH 40 ELL (S X S) 1t7lINTER 9.67 X 0.8 X 1190 X 0.62 / 748 = 7.63 100 CU. FT. O F74SH GRADE © PVC SUPPLY L� SPRING 24 X 0.8 X 1190 X 0.62 / 748 = 18.94 100 CU. FT. PPE ® PVC LATE12AL 71 REFS? TO SPECIFICATIONS O PVC Tl-QEADED REDUCER SUMMER 27.09 X 0.8 X 1190 X 0.62 ! 748 = 21.38 100 CU. FT. _ G FALL 10.29 X 0.8 X 1190 X 0.62 / 748 = S.12 100 CU. FT. 4 y 56.06 100 CU. FT. �.. AVB/CONTROL VALVE t• GRAND TOTAL 134.51 100 CU.FT. D -� TOTAL SQ. FT. 2855 i IN TURF= 58% RETENTION BASIN r- , 'MAXIMUM WATER ALLOWANCE FOR TURF WINTER 9.67 X 0.8 X 13.427 X 0.62 / 748 = 86.10 100 CU. FT. r SPRING 24 X 0.8 X 13.427 X 0.62 / 748 = 213.68 100 CU. FT. '"" �. 63 t, SUMMER 27.09 X 0.8 X 13,427 X 0.62 / 748 = 241.19 100 CU. FT. 61 O 8 ' ALL 10.29 X 0.8 X 13,427 X 0.62 / 748 91.62 100 CU. FT. 0 4 k • �. 632.59 100 CU. FT. I IL x yS, < - -� of0 : GRAND TOTAL 632.59 100 CU.FT. N = Z a1 TOTAL SQ. FT. 13,427 � Q IN TURF= 100°�i U x 4 -3 (� } � V IOBUILDING SERVICE LINE ROUND PLASTIC VALVE BOX m til O MARK TOP IRRIGATION GATE' Cq PVC SCH. 40 TEE, SST �j GATE VALVE LINE SIZE f" r s.• OEXISTING WATER METER O PVC MALE ADAPTER. TWO REtaU1RED { L�. CONCRETE METER BOX PVC SCH. 40 PIPING 8 PPE SHALL BE ONE NOtii�lAl. Ric SIZE LARGER THAN METER AND CHECKUP. BACK-FLOW SIZE RC OATta 1-7 &CA>1. NT3 Them ante daA-ater Code Tittle 7.the D�ria ac l Chapter 3 water Article trlet 0 8.t5•ct1°• ,144. NOS •�` accordance _it11 P /� Q WoWl' et sp• rmtutrtng efficient landscape and im4atlon desian in covprretion RJV VT RESIDENTIAL IRRIGATION y with the `°"' s°+rrn'n� a��°� ( °� `°�°`'' sraiiT POINT OF CONNECTION Water w.n.i.m.nt spec..,wt o2 Sorvice Director _. Q' � >sHatTi . . . . -- ._. - -.._ .. . - --------. --�- - - ---------- - �F, .- _ - -.. .... _ :.., a Y t.. •.. ..- .-....-..,.w:wi Al.�iw.*i.,.:.iWr•We-., wY.WY1Wwrr.u.. __-___-_.._..._.. ;"1;: -. . I .. . r . ... ... -1 .. ....M'.?!fY'vY.r.iasw,u.-t�w,-.+t:wra.a.wert�arsrn.ww.•-�... I-- ...........T ..r......«_..-..-.-."-.. . _ - ^^'lam' ..... .11 me GKDND fry .( •-11 - • - •• •,•.. .r• - . Z� I ,1 • . . M. . SECTION 02810 :: IRRIGATION SYSTEM t 1 THE CONTRACT DOS CONSIST OF SPECIFICATIONS. ": GENERAL CONDITIONS AND THE DRAWINGS. THE INTENT OF Q I PART 1 -GENERAL . FR. MATERIALS. J .j' APPLIANCES AND SERVICES IS TO NE DCESSARY E ALL OR THE PROPER 1.01 SUMMARY: UTION OF THE WORIL THE DOCUMENTS ARE TO BE I '' '' CONSIDERED AS O AND WHATEVER IS CAL ED FOR BY ANY CONS a _.__ PART SHALL BE AS BINDING AS IF GAITED FOR BY ALL PARTS. A A. This section covers the furnishings of all materials and performing all tins to provide a B. The Contractor shalt warrant materiab inst defects and PORTIONS OF THE DRAWINGS WHICH ARE DIAGRAMMATIC IN gs perf g operations p ages guarantee workmanship for the period D. Install skcv to accommodate i and w' under via 3.14 AUTOMATIC CONTROLLER UNTr: complete operable landscape irrigation em as shown on the drawings including the followin • specified under the maintenance o e op ices, Pa & harund sleeves arcs. sidewalks, and NATURE (AS SPRINKLER PLANS) WHICH SHALL BE FOLLOWED p perab pesystem gs g & spec agreement. The Contractor shall be responsible for coordinating paths prior to asphalt and concrete operations, Compact backfill around sleeves to 45•/. Modified ACCORDING TO GOOD CONSTRUCTION PRACTICES. warranty items with manufacturer/distributor and owner. Proctor Density within 20/9 of optimum moisture content in accordance with ASTM D1557. A. Install automatic controller unit where shown on drawings per manufacturces specifications. . . Z!2�1. Trenching,stockpiling excavated materials and refilling trenches. ALL CONSTRUCTION WORK SHALL CONFORM TO APPUCABLE I C. Settlement of trenches which may occur during the maintenance 3.02 EXCAVATION AND BACKFRA ING OF TRENICHES: q I,OCAI, COUNTY AND/OR STATE CODES, REGULATIONS AND y g period will be repaired by the B. Connect electric control valve wiring to controller unit in the same numerical se uence as A 2. Irrigation system components including but not limited to: piping, backflow prevention contractor at no expense to the owner. r indicated on the drawings. RULES. . devices, valves, fittings, controllers, wiring and final adjustments as determined by the A. Trench excavation shall as much as possible follow the layout shown on the drawings. Trenches Owner's Authorized Representative to insure efficient and uniform distribution. D. Repairs required due to vandalism before the end of the maintenance period will ix performed at shall be straigbt in alignment and support pipe continuously on bottom of trench. Remove rocks C. Above conduit shall be rigid galvanized i with the appropriate fittin Below undk; ALL WORK SHALL BE PERFORMED BY A LICENSED I. Pen d g 8� pipe8s•_ _ ground1. the conaactors expense. and debris greater than 1" in diameter. Over excavate as required for bedding material. conduit shall be PVC SCH 40 i with appropriate fittiI.ngs. CONTRACTOR.THE CONTRACTOR SHALL OBTAIN,COORDINATE pipe apP P Bs• AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY 3. Pipe connections to water meters and backflow prevention devices. , E. Prior to a release of responsibility at the end of the maintenance period, the contractor shall B. Depth of Trench(in landscape areas): INSPECTIONS AS REQUIRED. 4 Testingand ins of irrigation ern. schedule a walk through with the owner or own � .' D. Each automatic controller unit shall be completely operable prior to scheduling a walk through for inspectionsyst gh ens representative and disclose and provide the ;:. .: substantial completion. THE CONTRACTOR SHALL CARRY ALL I-Y DAMAGE J2 following: Pressure Supply Line: I8"from top of pip to finish grade. COMPENSATION, PUBLIC LIABILITY AND PROPER J. Clean- and maintenance Control Wirin at side and bottom of sac 1 line. INSURANCE AS REQUIRED BY ALL "APPLICABLE CODES. 4) "`' 11 1. Current watering schedule requirements. directly ;� P y 3.15 ELECTRICAL WIRE: •" ' «- REGULATIONS AND BY THE OWNER tC B. The conditions of the Contract and Division 1 apply m this section as fully as if repeated herein. C. Depth of Trench(under asphalt paving orooncrete} A. Low Voltage Wiring: PRIOR TO COMMENCEMENT OF WORK THE CON'IRACPOR SHALL � �i• 11 2. Two(2)sets of the required tools for removing.disassembling and adjusting each type of ,i". VERIFY, AT THE SITE, All. CONDITIONS AND DIMENSIONS '`' 1.02 GENERAL REQUIREMENTS: .' rotor or sprinkler head, emitter drip valve assembly, and electric control valve used on Pressure Supply Line:24" from top of pipe to aggregate base. 1. Bury control wiring in same trench as pressure supply line as specified. SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF , C � -' the project Non-Pressure Line:24" from top of pipe to aggregate base, THE CONSTRUCTION WORK ANY DISCREPANCIES SHALL BE A. Code Requirements shall be those of State and Municipal Codes and Regulations locally Control Wiring:directly at side and bottom of pressure supply line. REPORTED TO THE OWNER (JOB SUPERIINTENDNN ) g Q governing this work, providing that any requirements of the Drawings and Specifications, not 3. Two(2)keys for each controller unit I. a 2. Bundle all 24 volt wires at 20'intervals with electrical tape. IMMEDIATELY. O U v �' conflicting therewith but exceeding the Code Requiremems shall govern, unless written 1. Piping coated under asphalt paving or concrete shall be installed with the appropriate 3, Wire splices occurring a< intervals outside electric control valve box shall be installed'itsADEQUATELY- - - PROTECT THE WORJ� ^t3 q) q 1 sized sleeve and back fill with sand bedding 6"below and 6"above i THE CONTRACTOR SHALL permission to the contrary is granted by the Owner's Authorized Representative. 4. Four(4)quick coupler keys and mashing swivels for each type of quick coupler used on g( P� P�)' a separate valve box. ADJACENT PROPERTY AND THE PUBLIC AND SHALL BE Ch F the project. RESPONSIBLE FOR ANY DAMAGE, OR INJURY BY HIS ACT, AS - -1 r.,, q V � B. Conform to the requirements of the reference information listed below except where more 2. Compact backfill material m 6" lifts at 90%maximum density dete r mind in accordance C� `� .�,," i stringent requirements are shown or specified is the most current set of construction documents: PART 2- PRODUCTS g tamping 4. Provide (1) one electrical control wire for every electric remote control valve. Piggy REQUIRED BY CONDITIONS OF THE COUNTY OR CITY PERMIT. 1 g backing like zones on the same electrical control wire is not allowed. � Q. O '� with ASTM D1557 using manuaf•or mechanical tam in device. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ao C� CO 1 1. American Society for Testing Material (ASTM), for test methods specifically referenced 2.01 PIPING: 3. Set in place, cap, and pressure.test piping in the presence of the owner or owners ANY LOSS TO HIS EQUIPMENT, PARTS AND MATERIALS ON THE y 4' 3.16 QUALITY CONTROL: -� in this section. � representative prior to back fill. , PROJECT UNTIL COMPLETION ANT)ACCEPTABLE OF THE JOB IN C) 'b CQ 4t •," 11, "' WRITING FROM THE OWNER (JOB SUPERIITTENDENT). 'ti q rat q "� A. General Piping: ,) � W E\ A. Pre-construction Meeting: The contractor is responsible for contacting the Owner's Authorized 04 .1 � q- � 2. Underwriter's Laboratories(UL),for UL wires and cables :` D. Width of Trench: Representative prior to beginning construction and/or ordering materials to establish a meeting to AT ALL TIMES DURING THE COURSE OF CONSTRUCTION OF THE 1. Pipe sizes shown are nominal inside diameter unless otherwise noted review and discuss project objectives, concerns and to review the construction documents to WORK, CONTRACTOR SHALL KEEP THE SITE FREE FROM C. Work involving substantial plumbing for installation of copper piping, backflow prevention Pipe Less than 3":7"minimum. insure a complete understanding of required installation procedures. ACCUMULATIONS OF WASTE MATERIALS,RUBBISH AND OTHER devices and other related work shall be executed by a Licensed and bonded plumbing contractor. 2. Pipe shall be identified with the following indelible markings: DEBRIS RESULTING FROM THE WORK AND SHALL TAKE SUCH 1 ,,. Any necessary permits shall be obtained prior to beginning work. E. Width between Trenches: j, B. General Observation: The Owner's Authorized Representative will visit the construction site ac ACTION AS IS NECESSARY TO PREVENT AND CONTROL DUST. AT Manufacturer's name. �,-,. interim times during the construction process to access construction progress regarding installation THE COMPLETION OFTHE WORK,CONTRACTOR SHALL REMOVE D. Specified depths of pressure supply lines, laterals and pitch of pipes as stated in this section are � Nominal pipe size. Irrigation Trench to Irrigation Trench:6"minimum. ALL TEltilpORARY STRUCTURES. TOOLS, CONSTRUCTION of irrigation equipment to be in compliance with the drawings, details, specifications and site EQUIPMENT AND MACHINERY, SURPLUS MATERIALS, WASTE minimums. Settlement of trenches lower than grades specified on the final grading plans is cause � Schedule or class. Irrigation Trench and other Trade Trenches: 12"minimum. , for removal of finish trcaanent.refilling trench corn and of finish conditions. The Owners Authorized Representative will prepare a site report after each visit MATERIALS,RUBBISH AND DEBRIS FROM AND ABOUT THE SITE grade g es, Pacing repairing grade �, Pressure rating. noting progress of installation,verbal communication with the contractor and identifying any field ' AND SHALL LEAVE THE SITE CLEAN AND READY FOR USE BY treatment NSF(National Sanitation Foundation seal of approval. F. Boring: Boring will only be permitted w�iere pipe must pass under an obstruction that cannot be OTHERS. PP , adjustments necessary which require modifications to the designed irrigation system. A copy of . Date of extrusion. avoided a removed Back fill shall match surrounding soil density and grain. Boring under this site report will be delivered to both the owner and the contractor. The contractor is E. Follow current printed manufacturers specifications and drawings for items or information not '; existing paving, sidewalks, or hardscape,may be permitted at contractors own risk. Contractor is THE OWNER MAY ORDER CHANGES IN THE WORK, THE specified or graphically indicated in the most current set of construction drawings. B..; Solvent Weld Pressure Su ponsibfe for an repairs or dams a to such items at their own expense. responsible to immediately address each item on the site report before proceeding with further CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH Pe y gs. PPly Line: res Yg Ae . iI'l construction. ORDERS AND ADJUSTMENTS SHALL BE IN WRITING. CLAIMS BY f G. Back fill: Back fill of trenches may not lie done until all rc uired testing for the irrigation system THE CONTRACTOR FOR EXTRAS MUST BE MADE IN WRITING F. Scaled dimensions are approximate and at times it is not possible to indicate offsets, fittings and 1. Solvent Weld Pressure Supply Line: (downstream of Back flow prevention device) PVC y q g �' Y C. Pressure Testing the Pressure Supply Line: After backfiliing, flushing,and prior to the installation_.; BEFORE EXECUTING THE WORX INVOLVED AND MUST BE other related equipment graphically on the construction drawings. Contractor shall be responsible .�Q Class 31S-BE(1'-2 1/2' been completed. of each electric control valve, isolation ball valve, and quick coupling valve the irrigation system:# APPROVED BY THE OWNER BEFORE PROCEEDING. for minor changes caused by actual site conditions. Before proceeding with any work, the _ .� --- for be pressure tested �ImManufactured from virgiri polyvinyl chloride(PVC)compound in accordance 1. Material: Excavated material, is generally considered to be adequate for back fill THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION Contractor shall carefully check and verify all dimensions of related elements, utilities and with ASTM D2241 and ASTM D1794• cell classification 12454-B. operations. Before beginning the back fill operation, insure that back fill material is free ENCROACHMENT I INTO ADJACENT PROPERTY,RIGHT-OF-WAYS. - . -- landscaping and furnish and install required fittings. > from debris and rocks greater than I" in diameter, and is not mixed with topsoil. These 1. Pressure testing shall be performed in the presence of the Owners Authorized EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY G. Do not install the irrigation system as shown on the construction drawings when it is obvious that Type 1,Grade 1. eaten after separated froth back fill. shall be legally disposed of at contractors Representative and owner or owners representative utilizing the following procedure RESTRICTIONS EITHER MARKED OR UNMARKED. 11 actual field conditions such as physical obstructions, grading discrepancies and field dimensions `I Pressurize the irrigation system to 150 psi for a period of no less than 2 hours. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION vary from those recorded on the construction drawings Immediately bring any such discrepancies 1, 2• Fittings: Standard weight , Schedule 40, injection molded PVC, complying with ASTM The pressure gauge used for the pressure test shall not exceed readings greater OF HIS ACTIVITIES WITH ALL OTHER TRADES THROUGH THE to the attention of the Owner's Authorized Representative riot to proceeding with work. If . D1784 and D2466,cell classification 12454-B. 2. Bedding: Bed pressure supply igje with construction grade sand 6" above and 6" below OWNER JOB SUPERIN-TEND than 300 psi. Pressure pump and other equipment necessary for the test shall be , ( EN'I� eP P P B � i Remaining back fill may bc..,as described above. fi Threads-Injection molded type(where required) pipe. g y furnished by the contractor. � ('� immediate notification is not given and such discrepancies exist, the contractor shall assume full ;, , . PRIOR TO INSTALLATION,THE CONTRACTOR SHALL LOCATE BY V responsibility for necessary revisions, as determined by the Owner's Authorized Representative. 4.11 Tees and Ells-side gated 3. Bed all electrical control wire;, trenched separate from pressure supply line. with Test is acceptable if no leakage occurs within the system for the duration of the ~` STAKES OR OTHER MEANS. ALL CONSTRUCTION ELEMENTS AS . `. construction grade sand 6"about:and 6"below wires. DELINEATED ON THE PLANS FOR APPROVAL BY THE OWNER •7 testing Prod- JOB SUPERINTEND AND LANDSCAPE ARCHITECT. O 1.03 EXISTING FIELD CONDITIONS: >. ;i ( � 3. Threaded Nipples: ASTM D2464,Schedule 80 with molded threads. 4. When back filling, slightly mound filled trenches for settlement after back filling is A. Preserve and protect all existing trees, plants, monuments, structures, hardscape and related1�1- compacted. Compact back fill tq,,a 90'/. maximum density in accordance with ASTM if teaks occur,repass said leaks and begin pressure test a¢ain Repeat this ANY DISCREPANCIES BETWEEN THE-FIELD CONDITIONS AND elements from damage due to work in this section. In the event that damage does occur to ;, 4. Joint Cement and Primer. Type as recommended by manufacturer of pipe and fittings. D1557 with a mechanical tampers Do not leave trenches open for a period greater than operation until no leaks occur in the irrigation system. THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT �- 4E hours. Open trenches shag be protected in accordance with current OSHA AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE inanimate object and structures, the contractor will repair a replace such damage to the PROJECT SHALL BE REPORTED TO THE OWNER AND LANDSCAPE C Non-Pressure Lines: regulations. • 1 Before requesting a walk through for substantial completion,the entire irrigation satisfaction of the owner or owners representative. Damage or injury to living plant material will 3 ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE be replaced by the contractor at the contractor expense. >` B system shall remain undo pressure for a period of no less than 48 hours PROBLEM AREA SHAILCFASE Uh`TILTHE DISCREPANCIES HAVE 0 i 1. Non-Pressure Lines: (downstream of electric remote control valve) PVC Class 200. 5. Smooth trenches to finish grade prior to requesting a walk through for substantial BEEN RESOLVED BY THE OWNER OR LANDSCAPE ARCHITECT IN B. Protect, maintain and coordinate work with other contra conforming to ASTM D1785-83. completion with the Owner's Aut�flrized Representative. 2. The contractor is responsible for notifying the Owner's Authorized Representative one WRITING. ANY CONTINUATION OF WORK is AT THE contracts, specifications, trades, and utilities. 14 day in advance of the pressure test. CONTRACTOR'S RISK AND EXPENSE Extreme care shall be exercised in excavating and working in the area due to existing utilities. .: , Contractor shall be responsible for damages caused by their operations. In the event that damage �_, 2. Fittings: Standard weight, Schedule 40, injection molded PVC, complying with ASTM 3.03 POINT OF CONNECTION(S): 11 D1784 and D2466,cell classification 12454-B. D. Flushing: Center load all piping prior to flushing. After all new irrigation piping and risers are in THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL t 1 does occur, the costs of such repairs shall be paid by the contractor unless other arrangements 0- UTILITIES. CONSTRUCTION, IRRIGATION AND PLAN 1NG \,J have been made with the owner. IP a A. Point of connection shall be approximately as shown on drawings. Connect new underground place and connected and all necessary diversion work has been completed and prior to th,nr ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND4 - , I Threads- Injection molded type(where required) piping and valves and provide all flanges,adapters,or other necessary fittings. installation of the quick coupling valves, thoroughly flush piping system under full fiead of SHALL REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE L+ C. Use caution where trenches and piping cross existing roadways, sidewalks, hardscape, paths or ..c "` �' ,. pressure OWNER (JOB SIJPEJtIIJT'ENDFNII. n curbs. In the event that damage does occur, the contractor will repair such damage at the Tees and Ells- side gated 3.04 INSTALLATION OF SOLVENT WEI p POLYVINYL CHLORIDE PIPE(PVC): �, THE CONTRACTOR SHALL KEEPAQUAUFIEDSUPERINTENDFNT +r f1- contractors expense. 3.17 MAINTENANCE PERIOD: _, ON THE JOB SITE AT ALL TIMES,SATISFACTORY TO THE OWNER �J J Threaded Nippier: ASTM D2464,Schedule 80 with molded threads. A. Polyvinyl chloride pipe shall be cut with an approved PVC pipe cutter designed only for that AND SHALL SUPERINTEND THE WORK AND PROVIDE COMPETENT SUPERVISION OF THE WORK UNTIL ITS 1.04 REQUIRED DOCUMENTS: purpose. I A. The Maintenance Period shall be as indicated in contract agreement and will begin once all item COMPLETION. THE SUPERL'\.TENDENT SMALL HAVE FULL 3. Joint Cement and Primer:Type as recommended by manufacturer of pipe and fittings. '� on the final walk through punch list have been satisfactorily addressed by a written statement AUTHORITY TO ACT IN BEHALF OF THE CONTRACTOR OR IN HIS O A. Submittals I , - B. All plastic-to-plastic solvent weld joints shall use only the solvent recommended by the pipe indicating such from the Owner's Authorized Representative to the owner. � ABSENCE APPOLNTA COMPETENT FOREMAN TO SUPERVISE AND F. Sleeves and Conduit: manufacturer. Do not install solvent weld pipe when temperature is below 40 F. t REPRESENT THE CONTRACTOR IN HIS ABSENCE WITH SAME B. Submit (6) six seas of all irrigation equipment to be used, manufacturers brochures, service �- ! !. The contractor is responsible for obtaining and following any maintenance manuals :... AUTHORITY. THE CONTRACTOR SUPERINTENDENT OR 1. All sleeves for pressure supply line and non- pressure supply line shall be twice the C. Pipe ends and fittings shall be wiped with MEK, or approved equal, before welding solvent is FOREMAN . manuals, guarantees, and operating instructions for approval to the Owner's Authorized created specifically for the project from the owner at the beginning of the maintenance - no size of the pipe within. applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. Representative prior to beginning work. Submittals should be in a bound form complete with period. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS table of contents. The contractor shall not proceed with work in the field until this submittal is " TO MATERIAL, INCLUDING MATERIAL AND WORKMANSHIP FOR I;n 2. Sleeve and Conduit material: D. Pipe shall be snaked from side-to-side on trench bottom to allow for expansion and contractions. A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL v approved in its entirety by the Owner's Authorized Representative. � ,. 2. At the end of the maintenance period and prior to turning the project over to the owner, '' the contractor shall deliver the following to the owner ACCEPTANCE OF PROJECT. THE CONTRACTOR SNAIL PROVIDE C. Service Manuals PVC SCH 40 for 1"-2 1R"pressure supply line. E. All changes of direction over 15 degrees f all be made with appropriate fittings. A WRFM7EN GUARANTEE ON HIS AT THE TIME OFy - 1 All necessary maintenance materials. . THE FINAL INSPECTION. 1. The Contractor shall furnish (4) four service manuals to the owner prior to scheduling a m. PVC SCH 40 for 3"and larger pressure supply line. F. When pipe laying is not in progress at t1ie end of each working day, close pipe ends with tight plug or cap. `' THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION walk through for substantial completion. Manuals shall be submitted in a bound form " 4 Extra stock as specified in section 1.6 of this document ,,,,.. ;:e THAT THE CONSTRUCTION WORK IS INSTALLED IN FULL complete with a table of contents, copy of contractors warranty,and workmanshipform PVC SCH 40 for non-Pressure lines, ,i COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY (1)one 2"PVC SCH 40 for wire conduit for up to 20 wires. G. Coordinate pressure supply line with sand operations. on company letterhead and shall contain complete enlarged drawings of all equipment 3. Once the contractor has fulfilled all maintenance agreement obligations an has provided APPROVED SUBSITTUTIONS OR DEVIATIONS FROM THE PLANS (1)one 4"PVC SCH 40 wire conduit for 21 to 40 wires. <,• ., -,"." installed showing component warranties and catalog number together with the the above items to the owner,the maintenance period will end OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATIONff manufacturers name and address Manuals shall include operation instructions. Manuals T" (1)one 314"PVC SCH 40 wire conduit for flow sensing cable. H. No water shall be permitted in the pipe =it inspections have been completed and a period of at ;. SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS (1)one 3/4"PVC SCH 40 wire conduit for master valve wire, least 24 hours has elapsed for solvent weld setting and curing. SIGNATURE AND CONTRACTOR'S UCENSE NUMBER M shall be subject to approval by the owner or owners representative as to completeness. End of section jjr: ((� 2.02 ISOLATION BALL VALVES: 1. Center load pipe with small amount of back fill to prevent arching and slipping under pressure. IY THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS v D. Record Drawings/Asbuilts .A OF CONSTRUCTION INCLUDING ALL CONSTRUCTION' �,�„; Leave joints exposed for inspection durin testing, 1. Prior to beginning work in the field the contractor shall secure a complete set of Isolation Ball Valves:As specified on drawings. INSPECTIONS. ALL FIELD MEETINGS SHAM. BE INITIATED BY 3.06 BACK-FLOW PREVENTION DEViCI THE CONTRACTOR AND COORDINATED THROUGH TIME OWNER Q irrigation plans, details, and specifications on diazo mylars at the original scale- The "-`, (JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE contractor shall be responsible for making a set of blueline prints for every week on the 1. Ball valves for 3/4" - 2 I/2" Pipe: Brass construction; solid wedge, iSC threads, non- ..'� LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION project At the end of each working day, the contractor shall record all work rising stem with wheel operating handle. A. Install Back-flow prevention device and''associated equipment at the location as specified on ROLE TO THE OWNER (JOB SUPERINTENDENT) PROVIDING drawings. INTERPRETIVE ADVICE ONLY. ■ accomplished for that day on the set of blueline prints in red ink These record drawings .,' E 2.03 QUICK COUPLING VALVES: � CONTRACTOR WARRANTS THAT TITLE TO ALL WORK, shall be brought up to date at the end of each work week by a qualified draftsperson. The �-• drawings should indicate the following. .<` B. Coordinate installation with local governing codes and ordinances. i 1'.s g MATERIALS AND EQUIPMENT COVERED BY ANY APPUC:ATION 4. Quick Coupling Valves: Brass two piece body with locking rubber cap, designed for working °° FOR PAYMENT WILL PASS TO OWNER AT THE TIME OF PAYMENT Any zoning changes. 4 pressure of 150 psi;operable with quick coupler. 3.07 ISOLATION BALL VALVES: �, FREE AND CLEAR OF ALL LIENS, CLAIMS, SECURITY INTERESTS a- 2.04 ELECTRIC CONTROL VALVES: *' AND OTHER ENCUMBRANCES. r- Dimension from two permanent points of reference (building corners, fixed hardscape �� A. Install isolation ball valves in separate valve boxes as specified on the drawings. corners, road intersections, permanent existing utilities) the location of the following A. Electric Remote Control Valves: As specified on drawings. 3.03 QUICK COUPLING VALVES: r: - '� items: , ,: , O B. Isolation Ball Valve: `' � e A. Install quick coupling valves in separate valve box as specified on the detail drawings . . 0 a Connection to existing water lines . 1. b. Routing of pressure supply lines at every 100'along routing. 1. Ball Valve: PVC blocked true union,as specified on drawings. B. Angled nipple relative to pressure supply line shall be no greater than 45•and no less than 10•. _ . .... , v' y co C. Backflow Prevention Devices p`' --,- ''" ... _ R1 d isolation Ball Valves 2.aS VALVE BOXES: 3.09 ELECTRIC CONTROL VALVES: r "' O --- cQ � C. Quick Coupling Valves :,': 0 !M a 2 i E Electric Control Valves A- Isolation Ball Valves,Grounding Rods,and Wit Splices: Carson#910-12. P A. install each electric control valve in a separate valve box so that cross handle is 3" min. below }- g Control wire routing(if routed separately from pressure supply line). `•' valve box cover as specified on the detail drawings. tr It. Other equipment as directed by the Owner's Authorized Representative. B. Electric Control Valves,and Master Valves: Carson#1419-13B. B. Group electric control valves together ss specified on the drawings allowing a maximum of 12 " 2. Prior to scheduling a walk through for substantial completion, provide a record set of 't.06 AUTOMATIC CONTROLLER UNIT: between each valve box. Install valve boxes in the same direction and parallel with one another 0 k) O Z e field as-built drawings as described above to the Owner's Authorized Representative for and perpendicular to paving.hardscape.1idewalks and paths. ^Y (� e r review. After review.the Owner's Authorized Representative will return the as-built set A. Automatic Controller unit as specified on drawings- o i1 J4 �1 e to the field foreman requesting further information or will notify the owner that the `�, 3.10 CHECK VALVES: � -3 JA 4 0 record set of field as-builts drawings are complete. After approval from the owner, a 2.09 ELECTRIC CONTROL VALVE WIRE: t. 1 1 11-3 � V E 4 walk through for substantial completion may be scheduledW p. Low Voltage: 1. A. Install check valves as specified on drawings. O = 3. Prior to scheduling the final walk through, the final set of irrigation as-built drawings � W Q _ 3.12 VALVE BOXES: " shall be professionally drafted. 1. AWG OF UL approved No. 14 direct burial copper wire for all control wins and No. 14 s _ V S ,s direct burial copper wire for all common wires. A Install valve boxes with each type of irrigation equipment so that top of valve box is above finish 7 rL 0 )' j C V 4. The contractor is responsible for delivering the final set of as-built drawings to the owner ;1 grade as specified on the detail drawings. Valve box extensions are not acceptable. ' i 4 , W W or owners representative prior to initiating the maintenance period 2. Wire Colors: ,, 'b r B. Place gravel sump below and around each valve box prior to installing valve box as specified on fy � ~ t y ,6 E. Controller Chars Control Wires-Red. the drawin Place remaining portion of gravel inside valve box allowing full access in and e� _ Common Wens-White. around all fittings Valve box all be ftil�ly supported by gravel sump. gNo brick or wood ,, � "/ V 4 to n. Q 1. Provide two sets of controller chain for each controller unit installed on the project The , supports are allowed t .-, controller drawings shall be an actual of the area covered by that controller unit and shall 3. Wire Splice Connectors: Rainbird Pentite Connectors or approved equal. t' • i. be at the maximum allowable scale that will fit inside the controller door without folding C. Brand valve box lid of associated equipment as follows - - - the drawing. PART 3- EXECUTION CMnwtw Electric control valve box lid with "Controller Letter and Station Number". 2. After final approval from the Owner's Authorized Representative, each controller 3.01 PREPARATION: Quick coupling valve box lid with the Icners "QC". C tIMCKE]Os drawing shall be hermetically scaled between two(2) pieces of minimum 20 mils thick -I Isolation ball valve box lid with the letters "BV �i plastic. A. Examine field conditions prior to beginning work described in this section. Grading operations Wire Splice box lid with the Icam "WS". OAT* _ shall be completed and approved prior to beginning work. A �I �Aa 141 I3. The contractor will permanently fix (1) one controller drawing to the Inside of each I Letter and number size of brand shall lie no less than V and no greater than 11t2" in height and iJ controller unit and bind one complete set of controller drawings In a loose leaf binder and B. Verify all sleeve locations prior to beginning work In this section. Flag all existing sleeves and shall be 112*maximum in depth. Provide sample branding to the owner or owners representative _ tea" submit to owner or owners representative prior to scheduling a final walk through. conduits Installed by other trades, Report any conflicts and discrepancies to the Owner's prior to commencement of work. MS Authorized Representative immediately. These plans have bees reviewed by the Coachella valley Water DlaWet Is I.OS MAINTENANCE: secerdanee with Water Cade Ttio T. Divi0oe 1. Chapter a. Article 10A. Seethes 'K 1ft r4c> p � C. irrigation system shall be constructed to the sines and grades at the locations shown on the sssvT +t ivqulrin� vrfici+rat l+adacap+ and Irrigation dasisa to oeoperstlaa P-V +Uh the local so+truw& agency (City or County) A. The maintenance period for irrigation shall begin after a certificate of completion Is provided by drawings. Mark with powdered lime or marking paint muting of prI supply line and auks _ �-T the Owner's Authorized Representative to the owner. the Imation of cash electric control valve. quick coupling valve, and other rttated equipment. .. Owner's Authorized Representative shall review staking and direct any necessary changes arias 0't' ' the contractor. This review does not in any way alleviate the contractor from the responsibilities Water Management Specialist Y'. �, associated with proper uniformity and distribution of head placement after staking,, . ' Soule+ Dlr"et.er car q tEt7 Ira . - . 1 RRVISICHli •Y o M e I LAN3G B P LAN 4 A 4 T_ j1 11'L'' h}. I - \ — + I(2 I 112.t t�l r s 11 t I le s/4� 3/4 (� fil �n 1 i.L ta • •• • fir.! •-r � � i r re 0 N PLAN 3G B P LAN 4 " AE Y, I F IL n p t O ® o 00 00 00 19 µ N F If F PJ y c O ` 0 rn 61 fy o 3 61 E = A z O V/ U � toQ Q. O b ° F F C ,.± G U G G G C/ i' S V G G D D O 1 Q G 0 F F I�' O D 0 G �• F� I% Ric Le lyr DRAW)t+L �Mt(,K tQe DATKe S CALte These plans have been reviewed by the Coachella Valley Water District tp Iof accordance with Water Code TIW 7, Division t, Chapter 3• Article 10 E, Sectfoa 65507 et "q reytjtring efficient landscape and Im4atlon d"i9b lb co-,persona JOB. Nos F, with the IQ-cal governing agency (City or County) t iwstT Date hater Y e anagcmnt SpccsaLat 4 Q --- - ----- - +«.-.,.- . ..�"-"'• Service Director 000in I SEE SKEET 2 FOR PLANTING LEGEND or c� SHENTS i . . . . - - __ - - _ _ _ .L - - . . 7 • , % ., •. _ - F4ffV113K*M toy • • . - . . . • . •. . .. 0 rl . . . %I a � , . 1 � . . A . - • s.. - - ' . . . - Q r .14 11 I. I ) e 4e I .. ! . - . . f . .. . A . 4 . , . .. . . I . . (O . . . . 1 44.0 . A . . . ...'�_ . 40 ' 4.V A . . . . .. A A . eAe2f � �V . . 0 I - . 96 �LI�17 - . a , ' a o. rhl �D � Irv✓• tilt ��D *P &- ✓. k.$. . , . 2j � e0f_lasc •�& .� "tC4 PM95CGFauk -- __._ . I . . . a wo .ArbWo .'�, . . . . -Q*;:X� (F 1$6 �;�(� . CAJr= W , 93 � .1-16 Z [ ;4 _o "tr .� env jv . 'a: i ��., I . — � . . .. . . , . . ` vow c � 1 I r•s� _ :;} Asa _ . F"6�`� . . ... 1, ;- _• .. r •err ..- `,.. .��* - 1. _ I. .Q: V V ••• s.. I I I . : I : . ami : I .. .. . . .. . . . .0 - .. . . Z. . ... . . 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I : . .. :;/Z GN-\;At4-ZED r t, (a) . 00 ; _ -_._ �%11�J --- — '— -- J F�bC= r 'tt milli • . • .•• , �/l�- 0�'(7�G�� I I . •� s -- -- --- '---— . - ------ _ • r,40 d;J �411 r - .. - -- ---------- L.1... `' I t V1 :. Pr^ ,VL-. 1 U1 t = 1H fro GA. �/. ` vim•Eln� 3.ri P••tl._ a Ifi['- � '� ill — 1R1 I !!�I�II(�j11~ . � -. . . �s0,r4T >f-AA.- _1 Is 3 Y. tv ,. _ " VI�� OfL�ps"L�• Ke•rlw� 43P " `'t`.t' PWLq- `�::l I F . �Wvwipw_ . `% . ' a 1-- • . f. . - f7z 4 - t - ff V. ..� lU . . I 4NO 64- / r�N. r - - - . — - T... . ,�7,— 1-1. ___,;- .,_,&Z4Q;1MoM, W � I--- - . — - - .-. . W I 5 ; . - 1 I * . . __ Q _ . . . pLJUR I is SnCIFICATIONS: CEKE&OL __ - - - . .. a a ea■ shah be (infect r ded ''�'' aec�•en o sod the r 1 • I�� I n•terials lee Rejection and tubstitvtioa: plant■ not conf "rm1 to the Wr_wf)A'.alLIC�?42! PR'�:Bd>s q P All plant• •hall D• set at such • level float after ■ettlinq Beforep t t 9 , shish rages shall be measured at the ti surface of This section Includes services. labor. . 1 e' • e • � � ve - surface material■. ;,; they bear the• eawe te2ationehlp to the surrounding finish emootR w tR • uniform grad• between calk, curbs steps and � � �% r' �� ` • let• Ue requirement*manta herein !tied shall " considered defects nlsR 1 t c a ova o ti■sa s s sin r I t nt n•c• � W Pw s actor hall obt transportation and eQuip>•e tY grad• as the bore to ihhe ■oil line build! •. Th Contr pp _ __ and construction as indicted and and swell plants, rtlether its place or rot, shall b+ h►•rked as All areas to be hydroseeded shall . be subject of weed Y grade in the container. n4 _ • Y_ . landscape planting hold! and round! a unless otheswia indicated. grade■ before placement et sod. , ` , ■ specified. rejected and be la•diat•ly removed from the site of the eredieation ptogras. rounding t �• grades shall be, Provided at all r _j pK changes in slop•. rr •: \ : / ' : : , •. landscaping and "placed with actcpt.abla plant materials. Tlantinq tablets ■hall ba placed !n eachh planting hole at Sod shall ba layeA in ■t■ggered revs, following Lhe grad• GLXDtAL ><ZQQI)lD'�TSt The plant sateri•1• ■Ball sect •11 •pplicabls inspections Droadca■t 12-11-12 fsrt111se •t • rat• of 100 lbw/ae. T' G Ue lollowinq rates: elevations. Do not lay sod perpendicular to slope of grade. - % -- �l required All undulations and !rr laxities Lw Us rant! surfaces • • cage by law. plants shall be, of tI+■ species, variety. � P nq Mat.r site for a minimum of three v•.kw to e . results 1. / I \ % I • i I The term •planting Area" •hall moan all areas to be planted flee, age, floret color and eondltion as specified herein g ralnaLs weeds r►q from tillage, rototlllinq and all other operations / % t I 0- I and as indicated. Order no condition will there be any •hall be le4eled and floated out before planting operations 1-S gras tablet per liner and flat airs plant. q y end kept with tee•■, shrubs, groundcowrs, sod and seed. . are ir►!tlated 1-21 gras tablet pat gallon container. Sodded areas shall thorn hl vatere a - . ■nbstitution of plant spec!■• variety, er seduced si:es for Apply tront•et reed killer par sanutaeturer ■ speeiCicatlons. contlnuou•1 ■olat a• re iced. _ I---' perform actual planting during those periods when weather those listed on the accompanying drawings, except with the D1■contlnw irtigatlon for a winl■uS► oC � cage antes � ]-21 gras tablet• per gallon container. � � � 4 soil conditions •re, ■uitabl• iw accordance r1Ut locally express rtltterh consent of the Landscape A>shltect. The •pplicatiow. Take pcceautians to protect and avoid dasayi to sprinkler 4-21 gras tablet• per IS gallon eoncainse. lte•oddlnq! Sodded areas which de not show a pro+•pt catch of and h•adw its! •flow lines and other rude nd uCllltles ••• 'withtw 10 da s •ttec lnstallatlon •?►all De resodded •eeeptea horticult>iral practice. Landscape Architect shall be the site judge of acceptable . q • ry�y 1-21 gras tablet par each i inch of Doan ales. qs p y q _ O mateciat. - Continua wtes applieatioa for a minimum of tw weeks. during gradit+q and eonditionirhg operations. until an aeee table stared of rasa is assured. debris 1 Pe plant will se accepted it tRe rootbal2 is broken or aNk6l, we"- ro - ti ti °D,R . besv�r• from Ue sit•, soClt orb other grorth or cracked, either before, dutinq; oc aft•= the process of d •�'r� pow 0 accumulated during the duration of the landscaping. Contractor shall be responaibl• for maintenance of plant At the and et this isriytioa applieatlon s■r+ually clean and site finish grades shall !awry positive dngs, wa st and P - - • - • aaterial until final acceptance. remove all reeds. Site with surface drainage sway from buildings, rolls, and iw■tallation. —_----:.7_ - _ _ I4 G 01 �'p•r► � � j•. :afore etewation !or laati er lac! •f plant � toward roadways. drains and catch basins. - _ -- - •- P rg p n4 �. locats unhdergroatrd utility lines still is nsa •wed Cround cover from flat* shall be triangularly. spaced. repeat proCass for a second reek kill and manual cleaning x: All plant• ■hall be thoroughly referee in to toe full depth _.� "� � - - of each planting holm lmraeeiattly after planting. �_`:� ,�.. _ — ��� - D - SHRUB AND GROUND COVER SPACING �- _« nateri•ls, - � - -• _ take proper precautions to avoid daoaq• to such and removal of weeds. T1na1 grades shall ba •eceptabla to Ue 1►cchitaet before - - - - lmprwe•••nt■. in tM event of a conflict betreen such lines C=3tAwTZ= A" >tnta�lst , .. begin% -- -' _ - 111 /n�II �_ _ . - - - - -, cA a pl.ntirug operations will be, allowed toy All trees, 1S gallon and larger, shall be ■faked ' with two - f. ~ •-- •, O H3 .� and plant locations, notify the• Lrdseape J►rt>'iteet who will 1SYDaQt>�D ATTi.IGTTOOf . rood . stakes. - driven in the ground. That stakes shall be s y ` t ` strange for U• zsloeatiow of one or tlw otht+c. Conts•etor planting surfae+• •Ralf 1e>• Traded wits be less than 2 _ 'fl i A — I Narante• shrubs, vines stud groundcvu►ers Lo remain healthy pe opt po■itiva drains s driven iw plumb and secures. • Special earn shall be fatten - SOIL AHENDmENY PROGRAM! - FOR BID PURPDS rill •••use re■pon■ibillty for making sep•irs to damage and vigorously growirhq for f0 days' Eros . Notice of S•td■iX and sat• atoll Ib. a■ ■peeitled en plans. scent surface •1 for 9 •�` that the driving inn of the stake doe• not damage the tree - ta a 'i resulting from landscaping as Aer•Lh specified. completion. N droseed 0^l shall iDa • lied as specified in roots sr rootball. Tree ties shall ba tasttnsd to eaels «• tlyhe .oil test tree and stake lo0 1 Contractor to contract with an approved soil laboratory to 0 _ perform 'wadi and •oil n ration onl cur the period by p nq' fiqure t•s with Lhe inside ( ) g nq P pa Y Cuasants+ tress to 1iv in • he■lthy condition for • period ?`�� �r� PLAX77=2 dl:s.ter of the eia •t 2 or ] time• the Qlaseter of tl►e treo conduct agricultural suitability and soil fertility v 0 when beneficial and optimum result. war be ebtairhed. :t eh. o f Offs year from date at "Patiee of Completion-. GENERAL PLANTING NOTES and by tacking the back of the tie to the stake. analysis. The following i� to be used for bid purpose Q •� r , moister• content of the soil should reach such a level that 1lulch material sMli be 2000 lbw /� wood tibec pee •ere. •the layout o! locations_ for plants and outlines of -4 st �' /ND O only. �#. V '' Qs 0 working . it would de■trvy ■oil structure, spreading and plants found to be dead and plants not in a vigorous 1X�b•%/• ," O � A%0^04 / ^0 groundcovsr to be planted shall be approved on t•ho site '. grading operations shall be Su•p•r+d•a tawtil the moisture condition noted within fife guarantee period shall H Equipment used for the application of slurry shall have • the Lr+daca Astftiteet betere their planting All such Nyin•gs J►11 species• tress 2� inch hex and larger to be 1.TREfis SHALL BE PLANTED NOT LESS:; e q built-in • station ■ application with awe • guyed a• indicated. r IL surface soil compaction has occurred, to the extent ,{� J ,_ 4 0 y4: content !■ Lncr..sed or seduced to acceptable levels and tRe seplaeed 'wititim ]t days. i 9 YS opsr•ting c.paeitY locations shall be checked for possible interference 'with THAN THE FOLLOWING : possible all areas to be, landscaped should De crossripped `' ■ �, V E desired results arm like! to be obtained. All landscape •utf ielsnt to agitate, suspend and hoaogeneously nix the existing underground piping before 'excavation of holes. It The ■tski and ! shall De •coon limbed irh such • FORTY 40 FEET FROM A STOP SIGN OR INTERSECT10T10 or otherwise tilled to a depth oL 9 12 inches. N a � Y ■lefty. Distribution line• shall be lacy erhougA to prevent rude rod eonatzuetion or 4uY p ( ) areas to drain at 21 slnisus. plant• reed foe replacement shall be, the same kind and sir• VVroo ytility lines ara tncvuntersd In sannar as to in■vice the proper and healthy rawth and the c� as ■pseified iw the lent Ii■t. Ybc shall , Da turn!■hcd, stoppage and to permit wen distribution •t the slurry over the a:eavati•wt of lawti •:•as •that locatiens !or t2he WITHIN FIVE(S)FEET FROM THE CURB p Y the round iw order to taeilitate ro a cover. P *y • ■■tsty of t)te plant., property, and the ubl e. • For turf and groundcover planting, the following amendments (] 21 h Scaled almen■lona ors approximate. bstors proceeding With pl•nte4 and fertilized sa eriglnal ly ■prcitiad. q P Pe qe/ LRe plahtinq nay be sslet�ed by the Ltr.d•eape Architect. Damage _ pub TEN(10)FEET FROM FIRE HYDRANTS ai � - : e en sus ve a um a • • o e:. u should be u fo>:mly broadcast and thoroughly incorporated � � V - � -- � ,t landec.pinq, c■rstully check and verify dimensions ' and ;z quips t t As p p c p b2 i ttinq p to 1S0 psi to axiwtirhq otillties shall be the responsibility of the The Contractor shall be, responsible, for all surface and EIGHT(8)FEET FROM SERVICE,WALKS,DRIVEWAYS,OR to a 1n>,nimwa 4 depth by means of zototiller or equal': �-- y •t the nos:le. Contractor. ■ubsvrtace dtainaga required wl+leh way •ffeet his guarantee OTHERHARDSCAPEFEATURES - • _ • .. - o C V •1 imse•diatel Inform floe Landscape Az'ehiteet of discrepancies* XAMrI _ �, betwM the drawings and ■peeltleations and actual %" Seed •hall be d•1lvesed to tlhe sits iw sealed be, sand LM '� of the trees, shrubs, and,vines. FIVE(S)FEET FROM GAS,ELECTRIC, WATER METERS AND Amount/1000 Square Feet O - ,: conditions. The. maintenance period begins on the first day after all q Tlantin•g Tro*s, Shrubs and rinems ^ landscape planting week an this project is complete, I sMll attest to its purity• , OR THEIR SERVICE LINES ��---- Quantities for plant materials are indicated Coe convenience � �� accepted, and written approval from U• Lndsc.pe L:eavatsd twlae shall bare vertical sides 'wiUh heft T:tit^!� after planting shall be required on all trees. - r'o� shrubs and v.n•s when nets■a to cum yds. nitrogen stabilized organicW and not ar.nt••d. Cheek and verify count and supply Architect !• given t• iw the maintenance rind, and Seed. shall be added to th■ slurry after the natural woad wrf•ee■ and •f1a32 be, of ainim.rw sized ir+dlc.tea. ltv2es approved rY provide the specified or amendment derived from redwood, fir or •s► t d''2 11 only. Tn q boag fiber mu1cR has been into sated. standard shapes, fors and sizes characteristic to cedar sa`+dust j_ V/ u d1-� o a- 'x suttieient number to fulfill intent of drawings. shall continue thereafter for no loss than To continuous ahtall be, iw ■11 case■, large anousgis to permit handling and each plant. pruning *ay include thinning, topping• and 15 lbs. 16-20-0 commercial fertilizer ■ ,; :. ul■ndar days. % pl■nhting vithevt ln)ory or breakage of rootl+alls or soots. cutting and shall boo under the direction of the Landscape -• ' 1S lbs. soil sulfur �. : A green color additive shall be used In the slurry for Archtiteet Nta over ]/t ithch is dLwatsr shall be lasted ' ldequately stake, barricade• and protect lrrigatlow Cantlmwsal maintain ■11 iwvolred •teas durii+q the progress visual inspections purposes. W4,1" txeavatlos shall Irocludo the stripping anQ ptaklnq of all 'with •n • roved tree sealant equipment, manholes, utility lines, and oUee •rcistlnq of the lanyd•c•ais+q ;stla+na aced d�tr s r•intenane• acceptance soil aneountered witltiw e!h• area to be excavated �. since soil sulfur is included in the pre-plant pregraln, property during all phases •f the doll alsrudlhg anA qr■ding . Seed shall not reaalw Is the mixing tank foe a period for plant its crud Iintiag. bonds. prvtacL >wr■■• that ors to care Should be taken in order to insure that all amendments p clod mntil Ue final Lance. operations. • r •ccep gseates th•A thirty struts. be trucked was and upon which soil is to be temporarily g x P P P Plants and lawns shall bye kept in a health growing •t•c>Sed loci 1Ls sa-uia tot fife till!-. sf !foie• Planting rou-dcvverus are thorou hl incor orated to the /" de th s ecified. C?R.11NN • i+hre grading ■hall be, smooth and even to all constructed p ye, 9 r'4 l� ng ^Q,s • Fits Tl•nt1 C - .l..ants, i.e. wale■, bulldirgs, ate. condition and is a visually pleasing appearants by ratertnq, Tlw slurry •hall be, .pplied iw a sweeping motion. Care and be"• • , I The backfill milt !ot use around the root ball of containet �cJ� ! .eri soil! csisi i t.rt :i Croundrwgr• shall be lsnt+d in the areas lndicattd The grown trees and shrubs should be prepAred as Lollawss ' .ptvn. , •hg, ng, •p, •eq nq, r•q, .hall H t■ksw t• diet=!butt toe slurry evenly overall p tZ �� nI, pest and disease controlling, spraying, Irew4ing, •urCace• being treated. Este•• sell gen.rat•d from the planting , holes shall be groundceves plants shall be rooted cutting■ groves Lw flats, Tgeclu.•w rye+ tsleRiwhi spread on L8a alto •s directed .� and alfall semails in Lh se slat• until tfsna l.hti . ' 6 parts b volu�o• on-site soil sl:ining-� .•� ecl+•r aacm■.ary operation of maintenance. �., p 4 arts by volume nitLagan stabilized organic �� 2. 1�11� I 1. CowtraCter •hall notify landscape •ircbit•et to irheh V"dKape aces• shall be kept tree of +reeds, noxious yi`bis, IrCrtLa Landscape Architect or brrh.c's suthorlsed ` P y �.J 1 • ' apseiseah of aaterlal i• to tee obtained It days prior to one oLhfe[ dl±ir�d +"mq•tati�►. gxv.rth and debrlw. riane• rtpr+s+tntetive rlfall be clll*4 to ■its to verify inclusion • Planti ' ii• Caa coat.aitwza shall bars the teens u mn" !fry All gr�ndcv;v4r' 'plants shall bps planted vLti soil around amendment tours/ to be dead eT iw an lo,"Ired condition shall be of all •p•citied ingredi.wt■ !oe bydroe«ding application cutting •vertically OR opposite Sidon at eack caa with i root* In staggered rvvs, evenly spaced ■t the . iwtet�►als 1 lb. 16-20-0 pet cum yd- oL six fin, delivery t0 site foe appsu<ural. .' rt lac=! L�diatel ' _ __ F ye, ,. i . . . . . . .. ,, prior Lao iirraying. i`++tsAty can openers* tin whips et other ■ppsoved lnstrumsats . IndiCsLrel. l 2 Ibs. fron sulfate per cu.- yd. o! mix Ni for th • purpose. all esad C■a■ .Kali ►. removed to the ' __ _ _. T +dletety se'wa tm■ not •PP Se, The caspletlahi data et the contract saint4nance period will , rat•rii•o • starege area or from tho sits daily 'u' , The grouadcover plants shall be planted sufficiently deep to -- -- --- - -- - The above materials should be thoroughly bl+ehd+d pziot to �rpft Np, cover Bill .sot• awl a s ram planting tablet lLall 4e lice! us• Lot. backfill u o3es 111so, the iron sulfate should ]. TM �tr■cter •t LLe option and at its• ezpe•hsa, m+r M tacte•+ded +Anew Zia tyre opinion at nibs Landscape Atndhitsct, q 7 P "g D RC' • retain the services of the Archtt*Ct to review taws is • �i an. or psasibls parr it sru%valtAY cwdltlow Areas t• Ls aesdad altall be, moletcnod t1 a depth •t s111 �w plants "all tie planted at approved loeatiah■' .with the 1 iw each planting bole and ahall.L•. iss•diatelr sprinkled n� �&@ �N �e rwvi4„ed 1 � ta"b,lk y�of Water Dytricl 1s not contact cem C �urfac•s since seven• stalninq could a12iw iw4 3•. tea •d at the wars e! at its plats st planted material ear maewtaLliab•d wo•uovurering lawns are lncAes (s•j but shall not be 'w•t at fire surface at tins et s ifiN C lti r ihd Iaii p1anL17� iFiCI[till• ■[ter plawcfw! rwtil tRa eehtire era• i■ •salt•* ;• LlN full! aeooraaaw ,mini •.ter code Title D.wio■ 1. CbaPler ]. Article 10AL S•cUes occur* rihcr • it growth,&% an •r as stagged a Lheu rd� .. evident at tba t•ssinstIbe of this adr*duled rsirtsw•nce opplicat•ioe. :-_: , • . depth of all isles. . . •eoe'r at sea. requirlai •mcie" landscape and irritauen doelsa is coops. use .• •- teriod. Landscape O■wtr.cts>< shall ••••s■e responsibility T!• plants shall be, alaLse is Llis plantiig pits tlN .hut tl,e local fe"•nl"[ •semen (cuf or C'"atr) In order to inure continuing adegvat• soil phosphorus and for additlewal mainhtewanoe. et the le.ndaca i until Landaea contractor will be rem iLlo to rsoaed bare backfill esterial which • boo b- bandtaulmd and water • sThe groundc'aver planting areas shall IH land smoothed otter sarub and rhos saspless Typical samples, ] 'each of all p +•f " ► , bottled is tTw reatball base levels before the Placement at Plint! Le serl9e en even _as-"tA final flnish '' r potassium nutron the 16-20-0 should bo used in the post- � I . varieties and ■lima (3 gall�h and ruder •Brehm, Is Tallow landscsping is rvmpletad sad.setestablle. spots till ge il+ati411 is 701 complete. . and ruse! trees of lent materials shall be subsltted for the plants. :. Actor emitting the plawt■e, the ronsiwiwg F • gii s. Ilse , plant maintenance Lertili=er prograa for the first 6 to 9 l slttill material alwll boo Careful! ta.ysd one Hulse • T�dL of Law% Xx-vet •.ter Was•o•ot sp.c..1t■t months.. Beginning approximately 30 days alter planting • 1 p Y planting raclenhs. I<s*�e T+igl3rility .>Go! ><■,int■inir+q •d•ge■t� protection of sIxI3RA31'IpCt u it "g tRi>t fertilizer should be applied at the tat• of 6 lbs. per :svisw a mini= •t is #a s betoto p the 48. a &.pair Anaaged.arse■ Lm�•dist•alrr . . ti Joe sails rootball to till all voids. 1000 a Lt on • aanthl beefs Tthen lasts have blC ' si>li•A •ass •hf+itl ttre ir4lesL�. r .. .• :) 2Tatall mod attar late" arms vhlcb a" tt be sodded are 4• Y p . I At the %_ lotion •t sac% phase et we. this con rector shell t•1� .r" ind iht� *hall H pl*+C•e in the con or . •t the v celL11•d, ■ell conditioners Lwvvrporet•d,• rocks saes lebsl• yell aatablished the. ZreQtlenCy o! fertiliZ+t •pplicationa p'• �gs7� sinistl TTi4is 0%411 " revadurwd its the finial vitiar �±ctet hole and shall 11e set plums and bell rigidly in position ruma*e!. s.r.+c. t►lr.eter .can be decreased. • t't clean itho altt;,o d brim iw a lawful manner. During tale , .. • .. . • ra !t SStsms'tle� W line 4±•ll� t►• neat and claw at •^d settled ehhrtaGs Trades mod stall >w within • 6.1 feet et e*!tu the ils;'rtibN bsctfi2l Tina• hbellLsve f� arm >t• i • ps We 4.w t_he "_ elwetigne and grade lime In0cecee. reatiteii. . • . . - - % I. -- 10 - — xa•. - -- ____- - - _. . . . . . . . . . . . . . . . . Y • {I t. j. �ryf 4i ;q • 4M1 } Z VICR*41W MAP rt '(k. � � -___-__ : a•* Ht.: _ LANDSCAPE ARCHrrE-4..-.TURAL SHEET INDu-,'v, t r A L4ADSCAPE D#R1' 0VEjWA7 PL41VS !' E ILEX• • Ky CO SHEEEET N S TYPICAL FRONT YARDS JA 2 STREET TREE PLAN 3 RETEN'ITON BASIN {, -1 l ` 4.0 IRRIGATION DETAILS 4.2 IItRI A'TION DETAILS AND LEGEND I 5 YARD LANDSCAPE j y - 6 'PLAMING DETAILS AND SPECIFICATIONSPALM , C17 Y 01'7 PALAf DFffj F.RT 7 ` � CA- Lh7ORAD ,, :.,. � III. . :l. -. - •. . . . . _ _ . _. - i '' r .k a I a x • ? F.• ej it 4 I Y�. r f ' a - RECEIVED ' MAR 2 6 1997 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF PALM DESERT e: Y i N � T hawa have been rerlewed by the ColeheUa Valley water Dbtriet m ,+ ' accordanceen to waiter Cone eeewl ndxrbioa ape Q rri� U tern d�nhte 0eooperstlas 4} .. cal o.ernin eacIty R , Rater 9&-4tement Specialist y SltriC'e Director . N — • CENTM k t :r.+.ate<rnw .Vr...."•+n+::•w..+ .seartc..-.a ,li. - '' - _ r Y CRO CO IFS ' M5 SO= wU STREET SAN BI]E NARDINO, CA 9240� DE NM CLIWNGHAM 4 t, Y vim/ � `^i`i i /]J�}'� ANY �)ry �' 1L V o oY o 1y �V.I'1 V1L11 ���LI�L V 1L 33282 Golden Lance Saw4 Suite 201 d�•oim CA 92629 F 7 7z�Plu,Vz 4 SLW -) 7j C77 2.;Y4 a -DESER-7 (714) �13998 FAX(714) �1�69 idif Reed on 2432 t•Mar-'' ... . -r.'.__ —._3 ._.-...—..._.__. .....,,......_. ww+n+www.rr.r ,emu. +sww l - - - - - - ........•_, .....t - -•- •ice —-- 00 • y2� ►l. _ '�'� lie yea , �a I� + o ; VIZ 0 let 6 1ie112w \ El a P LAN 3G B P LAN 4 A - 11.;� Aij f , o ; 111 Ile r. N I , 1 12 I _• _ 1t qa I 1 1 I a,4- +{+ ill I i t • \ /�r' � •ei I i 71 7'. / 1 -- -- -- flail N�/`i�* •' fit ly PLAN 3G B P LAN 4 A —1 (3 ps 4a F • • O I I 4. { . • � S H r 00 ly 4' tD .�-- MAR2519 - � nag ,x Ric LANDSCAPE LIGHTING ` CONTRACTOR TO PROVIDE �,. roe" plans be" bee n reviewed by the Coachella Valley Water District in Inatm'-m" accordance with Water Code Title 7. Division 1. Chapter 3, Article 10.11. Sactloa JO6. NDe TRANSFORMER AND ALL ASSOCIATED With et seq rognlrirK efficient landscape and irrigation design in cooperation ��'; With the locd governing agency (City or County) EQUIPMENT TO OPERATE 2 TREE sr�r LIGHTS PER LOT BY NIGHTSCAPING °ate Water 111"agemcot Specialist MODEL 375-GUO508 12VOLT ( z, to Somme Diraetor ►t .... SEE SHEET 2 FOR PLANTING LEGEND � : :.. , .... ... . — `:.- - --.. oW g sf1�tT'O' -y ,. IttvtstoNrs •Y Y ' 2 0 T-1 21 22 23 24 < Q Y :w T� 5 a PLANT LEGEND PLAN 3G B R '�►� �• Q r PLAN 3G A R •• ! SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS PLAN 4 A PLAN 4 8 PLAN 4 B I - .:� T 1 TREES i I 1 I T'3 T-1 BRACHYCHITON POPULNEUS BOTTLE TREE 24"BOX SINGLE TRUNK -4 .. - A r T�L �� / �� ( �-� JACARANDA TIFOLIA JACARANDA 24"BOX STANDARD 19 T-2 A ACU Q � •-w I v s; ''1� ! ( ! ` a!_ ! ' 1.•. _ arm � ! — Q' '` % — RDON T Y—� 1'�'-' *''� _ I T-3 RHUS LANCEA AFRICAN SUMAC 24"BOX STANDARD -------- r T --�-- ---r r-——— — 5 d�—-a- — ��' — — 1 { —�'r ! 2 { T-4 SCIiINUS TEREBINT1iIFOLIS BRAZILIAN PEPPER 24"BOX STANDARD p T-5 CITRUS 24"BOX TO BE SELCTED GRAPHIC SCALE �'� �� r� _ •tt�• T _• ' ,; I I T-6 LAGERSTOEMIA INDICA CRAPE MYRTLE 24"BOX STANDARD �j H •� Col T 1Q .o o so 40 .o ,2 1 - �'' , I T-D " " --= 40 ;,.•t ;� �- — ! T-7 PRUNUS C. KRAUTER VESUVIUS PURPLE LEAF PLUM 15 GAL MULTI-TRUNK T-8' SCHINUS MOLLE CALIFORNIA PEPPER 15 GAL STANDARD ' i inch = I PLAN 3G 8 R PLAN 4 A PLAN 4 B PLAN 4 A "r i St I _ SHRUBS ; m I �� ;;kCT ( __ Li A HIBISCUS ROSA RED 5 GAL. �. 1 Q .t B CARISSA G.TUTTLE NATAL PLUM 5 GAL. 1 V t '�•(p -"t`� `: — r �� C NERIUM OLEANDER DWARF SALMON 5 GAL. SALMON I �,, I a I I , Q I D PHOTINIA FRASERI N.C.N. S GAL. -� 8 27 26 25 -r � . . - fiR; CA ! I a Q E NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. I ! F XYLOSMA CONGESTUM XYLOSMA. 5 GAL G RAPHIOLEPIS INCICA INDIAN HAWTHORN 5 GAL. "JACK EVANS" 'r•1 H PITTOSPORUM TOBIRA WHEELERS DWARF PITTOSPORUM 5GAL. I NANDINA DOMESTICA DWARF BAMBOO" 5 GAL. NANA PURPURE CT_ ` I ; J SALVIA GREGGI RED SALVIA 5 GAL. 36 ., _- • 0 K BOUGAINVILLEA RED 5 GAL. SHRUB TYPE O �'• I ( — L BOUGAINVILLEA RED 5 GAL. ESPALIER `t °"• I 35.. .. " c+ ' M BACCHARIS CENTENNIAL BACCHARIS i GAL. cc < N LAVANDULA DENTATA LAVENDER 5 GAL. 29 PLAN 4 A I m (� O LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL. PURPLE '� 7 I �- J �-- �� L� O P RUELLIA SPECIES BLUE RUELLIA 5 GAL. - W a 3 7 PLAN 3G @,- R I Z Z - I Q ACACIA REDOLENS PROSTRATE ACACIA IGAL DESERT CARPET T , �'t ' CL Ld Z T 3 TURF C-TAP HYBRID$i:RMUDA PERENNIAL RYE MIX 1 I QV I FRQN7'YARDS-SOD Y'4' t - . ;� GILL ��CO U RT —1 ——---- SEE 1 RETENTION BASIN HYDROSEED 15 LBS./1000 S.F. I 1 — _ "- — — _ SPECIFICATIONS • _ ... in: 30 010 32 t T;!o .01 Cr m I Q PLAN 3G A PLAN 3G 9 C I15 I �, 31 0 ;�t1 �-- 1-a 6 �-- ------------ LLj 50 1 � I •� I - t 1 I I �•2 33 34 . r-r-� 63� rT-,,-)-, — T �- -77 KX A MOUR# I WAYS { {' f 4it I„ _ •--d- _----;-�— �— - - -------,------ tt-------� —— ————- W 2 it �` t e 1 co I It 4 T�v •� - 1 ,, . �'� RETENTION T� .,- . • . . . . • T 2 BASIN � 0 I I PLAN 4 A PLAN 4G B PLAN 4 A R PLAN 4G B PLAN 4 A R N I PLAN 4 A (� . ; F i I ; PLAN 3G B , Q I RETENTION BASIN I I ri .a 143 12 1 1 10 9 8 r �-- — — LAN tu — Y. ` HOVLEY t e i 61 .E u e a \'+ 7 � V r . tY � k,1 MAR25199 f-- c� u � � na • DRA MIN. c f Ric t,. • rf:, CMECKtD. RJC DATK& acwL.a. These' plans bare Oven reviewed by the Coachella Valley Tager District 1n accordance with Water Code Title 7• Division 1• ChapLar 3. Article 10.8. Section 155597 et seq. requiring efficient landscape and irrigation damn in cooperation JOB. NO• with the local governing agency (City or County) IS T } Date Water Kanagement Specialist Service Director ... of ira<sT0 _ - ... n,� • - - .. n.,. _W.. - u..ui.w:area.,,... -_ .. .. _ w,rr..: ..- _ ......-s 11 4 lRtYItICt+tE iY QL '1 i .- _• —�--- Q 1, Il �I t,: . • • • - -- --- � �A Ilk. .. .. Imp / � ��rovr�.t.vy � _�:\�� J• � I ' W) 13 % lot 771 *N. �_ 3 ; ' l ti so } 1/G B G B \ . ' • \ ' ' ' • l �� T- � cQ h ' � S'. � i'. I • � � may,. r A C t }R P 0— M U— ^ M' 1" �— �-- Aq I-- 03 •r l _ oc j a , t J ; DawtirH. TF RJC y DATK@ tr b' 1 SCALIEa These plans have been reviewed bf the Coachella Valley Tinter District In Ins�m+ �n accordance with Water Code Title 7• Division 1. Chapter 3. Article 10.8. Section SN 65597 et K4' requiring� eficient landscape and Irrigation design In coop eration with the local governing agency (City or County) JOe• MO* 4• • SHKKT Date Water tlnnagement Specialist 46 Service-are c 0 r SEE SHEET 2 FOR PLANTING LEGEND " aw $ scr � r v -.., .,. '- _._..__.--._,.._..--.._..._.....,......,,,.....,...—.. .-•.w,.++nwwun-+...,.•:.ww ara,.,.eawi7, .. __ rr.ur.w•ry.......,- ....- .... - ...._...__ _ _ f •�`'•,,� IIiVTiaioKa iY sF-0 a • .M a a• .. a 7 6' I 2 a : • 4 8 5 • •• Z>+ a TE lilil mill Y • •• I� '' • ' •• • • •• ' r;• Od W O RECTANC�AR PLASTIC VALVE BOX I p Y • +. • . POP-UP SPRAY HEAD ct� '� GRADE '••' •. .. ' , , - coo O NSTALL 6' FROM EDGE OF O NARDSCAPE I GEAR D� ROTOR 5 3I4' X 2 SCI-L 80 �PP1.E "'' �:,,, . . HARDSCAPE O o �'� ELECTRIC REMOTE CONTROL VALVE RECTANGULAR VALVE BOX 6 V D 5 b � ck. a 4" O FNSH GRADE O FNISH GRADE © MP X FIP STREET ELL (2 REOLAZED) Q, c co NOTE- NSTALL SPRAY HEADS Fi st-i GRADE 3/4' CRUSHED ROCK SUMP In 8' DIA• CL 160 PVC SLEEVE WITH A 6 SETBACK ;., O © BOTTOM TO BE FLARED AND CONTACT h .� '• .. O TEE N 1.ATE32AL LNE PPE FROM I•dARD-SCAPE 5 O LATERAL I.PE PPE O IT SCH 80 NF'PLE TOP OF P�'f=SSI.RE SUPPLY LNE ^® PVC LATERAL LNE 7 P12ESSLRE SUPPLY LNE q TEE N LATERAL U E PPE MP X FP STREET ELL O 4 BALL VALVE W(TH ROUND HANDLE VT x 7 SCk 80 PVC WPLE ® ® };x O QPVC SC�••L 40 90 DEGREE ELL PVC MALE ADAPTOR SLP X MPT SCH. 40 PVC ADAPTOR O V7 X 8' SCI-L 80 PVC WPLE .s, O� (2 REQU9ZED NOTE NSTA11 ROTOR HEADS WITH AC TO 6' SETBACK FROM HAR SCAPE k © V2' MP X FP 90 ELL (2 REC�URED) O - (� PVC PREssuRE SUPPLY L.•nE t. CONTROL VALVEISOLATIONVALVE - POP-UP ~�- C . • . . B ROTORPOP UP SPRAY HEAD _ -.r"[ S . - 1`M�Yi 1 5::.�.<. '•�.i'-r M.L'a.... • •r.:.» \. ..�,y..;..ram i..�: • `• K.'' - ,, i, \ .• •.t 4��.,YT 1•�.,�� + :y\^�••i•., '�` .:.Y� , �}•'y`�ice•:'. :;i..t+ STARLESS STEEL 6 Vey: - - ♦•; v.�.`.I. • L.• la_., .• • :3 =.f'. :• • • :.<• r;f.... a� •• :Y.�;^ VANDAL PROOF . ,• , ,,_.._:..�; �:. .: �>•:-►.: a: :a t- •.- +:• .�.:+•�•. .,.y,'a:r••. ENCLOSU�2E I ;, I • •••• • • ,• • •; ' •••• ' . • f' • • • • • • • ~ ••' i . • •: 1 ir' • j •f .f • WALL. MOUNT k .� 1 � •� r ♦ •' 2 I 1 ,ar►unu�+i • �•�A 1f 1 i :i:�•. `. .• r ••, ` •• t' y. • ,•1 'f •.. •p'•. •• I O vim+'•..cv�..-E fi;.�Y _y- I • a •y1. .+ •• %., •• .1• ••• •.••. 4 ' • '~ ,� f. f. •L. , lilt OSW(TCHT ON-OFF ` CC>�JCRETE BASE Y, r 4 OFt4•H GRADE tt A_. . : 1E t» O 120 VOLT WRE 1 t» 6 CONDUIT ` ' r. .! .. •r. ELL p O 3' DI�A.�C0N1>JT AND ;k •� •. : .• • •. t , . , •• •� •t , ,�,• 4 Hill c� ® CONTROL WIRE TB?N ,1AL " ► ' ' • •: . STRIP. CONNECT FIELD .• . • •, •. j. WIRES TO THE CORRESPONDf4G -. •�,: , ..• :�, ; VALVE STATION ON THEE ;•• t.•. .� .. , t ,,•..••:a •„•' O 4 5 6 7 8 ,• ,. 00 11 IA v `t' + • '.• ;:.L.r 1 �A M�1R '!�f , ' •• .�,.. � •; •'w.t•• is t r• y . ' ` Y a. •! f.7.• •:�•.•i�, . �'ti it. ) 3 �•:. `t,l� f •' • ��• �. •� • I• • 7/•. • N ••w '. ' • •~ � � •; ••' y�r � •��• V . » •, ♦� . • ! • .' O PVC STREET ELL (2 REC IURED) ••. •• • •: • �. • •' i';' � ./ � •� Y . ' .. ;•: % • • .. S .•y .•. ...•• '• N'.: is „ �• t4l --Iu �111R�F +-. PVC ELL K •. .Y. • t'+ i . :, .� •.• t• + .• r "'T :t*. .• •,1•..- `, O 10 ROOD VALVE BOX •, .. •••• t. '., . .,. .j (�. . . ., 4 O FLASH GRADE O PVC Sc{-L 80 hPPLE N GRADE 3 coNn2a wREs ...••:.O O PRESSURE SUPPLY L.AE ' s ± O fit Cal aC�IC COUIPLNG VALVE ® 3/4' C�?115�-ED ROCK SUMP 2 LATB?AL L.NE CLEAN BACKFLL � TO SPEC19CATIONS) �I SUBGQ4DE O CONTROL Q�t CONDUIT) 5 O SSURE SUPPLY L.t�E v'r. O 7 4: PS2ESSURE SUPPLY U E O THREADED NPPLE i NSTALL ALL CONTROL WRE ON THE UN ERSDE OF THE PRESSL12E SUPPLY LNE. �J LATE32AL LJ�E ® CLEAN BACKF�.L © iL �J W SL�VD (SEE SPECMAT)ONS) R` SL�tFACE y TRENCHING TRENCHING � CONTROLLER QUICK COUPLING VALVE _ . E UNDER NARDSCAPE E IN LANDSCAPE (INSIDE VANDAL PROOF ENCLOSURE) Q l 2 II I . ;:.r• o u �- WALL MOUNT . '• CONouT 70 WALL 0000 Mr .. ,tct,Ia try +►. t t !r Ir rtLr ,►s . a� n., :.'. O AT W O.C. '�',•� �• 000 x '7 QOfil •' . t 000 2 / ' • ' :,:�.s 3 SCK 40 STEM- CONDUIT . . .••.•%Ill 0000 .' : ::• O 4 SIZE TO ACCOMODATE ' CONTROL WIRES. 0 a 4 F 4SN SURFACE O N TM ax; • 2 SE0L9?E CONTROLLER TO 7 e WALL VM`H APPROVED •� to •r ANCHOR BOLTS. •' o o Lo GROIN CONTROLLER AS PER :_ . . • 2 u E MPG'S ATKY4S. 66 cV [Y 4 13�DTRICAL WORK To ; • Q ?� I 'PELF-TiTE' ELECTRICAL CONNECTORS COf�FORM TO LOCAL CODES. 3 ' I O2 - AWG OF 344 CONTROL WIRE. (NT0_1Me-lTs TO BE WIRED N PARALLEL 5 4Vzo 6 TO CONTROLLER OR VALVE, N SEPARATE TRENCH O CUAD A � 20GPH O 7 . QUADRA O 2 PLASTIC MOtSTLIZE SENOR BOX VM14 LOCKNG COVER. 4 SCH. 80 RIZE32 FW--" GRADE J, 2 • . :; O RRONETE�? MODES N.JNiE3E12 101 8 .� • M O O ..• WONETER - AUTOMATIC MOISTURE SENSOR 2-PVC SCI•'L 40 ELLS C� A ) .. S. ' t. . ' ELECTRIC ACTUATED ATMOSPHERIC �RAWP& j O (T X n E 2' PVC SCI-1 80 O azEFaz TO SPECFiC Tlor�s .�r • • :,+ •,:• O vACUIXvi BREAKER/CONTROL VALVE THREADED N�'PLE • RJG • . •. ' '. ' '_ ... ••• ' • ' •~ ONE CIJeIC FOOT h �vl 3/4' ROCK OF ��ARDSCAPE • • ! • ,•�' PVC NPPLE •; PVC SCH. 80 RISEQ O PVC SCH. 40 ELL (S X S) cNccic�. • . •,, ' ;;'� . :' - ® C SCN II 6' Ivy _41 RG . .• 7 FNISN GRADE O ' 3 F 4SH GRADE 6 PVC SUPPLY UVE owT�. I O PER,-0 L•SL6 L.AsI=R soAr ? LrvE o o -b I I&I I7 PVC SCH. 40 STREET ELL NSTALL 1MTH 2' MN. COVER?, - PVC © PVC LATERAL LJNE Ps-�c0 2133 NSECT PLUG. TO PECCF1-CATIONS o PVC THREADED REDUCER acw�. NTS -- - -- JoQ. No. RJG-ST CONTROLLER AVB/CONTROL VALVEBUBBLER ON RISER '-:� MOISTURE SENSOR K WALL MOUNT) ( ouNT 4oO cw $ &MIST* '.. yam. .-. • _ ., . ..__ .. .._.. ..--_._...-_ -.._.__...--... .._.v .ewe.a+ .m+vww. .. .poser-.m..rro-.pw'..lw'.iT.,•i."Y ga.. pJi a _--mob%'i *0qp40f*"##.. <¢; Rwttsts •Y go S. I I II 'y 0 IRRIGATION LEGEND SYMBOL MANUFACTURE MODEL /' DESCRIPTION GPM PSI RAD DETAIL l Y 7 'fl► HUNTER SRS-06-10A QUARTER TURF POP—UP 0.4 25 10' HUNTER SRS-06-10A HALF TURF POP—UP 0.4 25 10' 'A' Q a;�� -� 4'it5't�,ir�R SRS-05-12A QUARTER� .,', 'NRF POP—UP 0.8 25 12` At 3 HUNTER SRS-06 -12A HALF TURF POP—UP 1.3 25 12' 'A' U 0 HUNTER SRS-06-12F FULL TURF POP—UP 2.2 25 12 A _ . . . HUNTER SRS-06 15A QUARTER TURF POP—UP 0.9 25 15, 'A' HUNTER SRS-06-15A HALF TURF POP—UP 1.6 25 15' 'A' ., Ir "mow HUNTER SRS-06-15A FULL TURF POP—UP 3.4 25 15, 'A' t• - 4 ; HUNTER PGP ADV-03 TURF ROTOR POP—UP 1.0 40 31 5 4 6 HUNTER PGP—ADV-05 TURF ROTOR POP—UP 1.8 40 36' 'B' - • RAIN BIRD 1402 TREE BUBBLER 0.5 25 HEAD 4' DL4 X 17 PVC SCH• 40 PPE : .'rs r gt —8 PEPCO - QB2-186 GREEN QUADRA BUBBLER 0.33 25 --- �1 o " I Q VVM4 MATC.I-NG CAP. WTAl1 $ x SO THAT TOP OF CAP IS . (f) SCu 80 � 1MTH F:NS;4 GRADE — e , 2-PVC SCk 40 ELLS 8 Ff4S4 GRADE RAIN BIRD PESB PRS—B REMOTE CONTROL VAVE 'C' w , 7- R (T X T) E 7 PVC SCI� 80 _ �` ® CHAMPION EA-466 SERIES CONTROL VALVE 'L' _ - x< M TL�E,gpEp t 'l.E 9 � VCWCOSPRAY Alm > S #'- �j EXISTING --- BACKFLOW PREVENTION DEVICE BY C.V.W.D. ® PVC ScH. so FROM HARD-SCAPE i .d (irlj EDGE OF H�CGCAPE 04 NIBCO T-113 LINE SIZE SHUT—OFF VALVE �v , _ RAIN BIRD ESP—LX+ SERIES WALL MOUNT CONTROLLER INSIDE GARAGE. 'K' PVC SCH. 40 STREET ELL �'- E I I 6 I�'iilVlhAtXv1 r REFER TO PLANS FOR SIZE. I 6 PVC LAT52AL LINE �� � RAIN BIRD ESP-6LX+ WALL MOUNT CONTROLLER INSIDE A 'E' 12 V2 OUSC FOOT PEA GRAVEL. .- STAINLESS STEEL ENCLOSURE. RAIN BIRD33DRC QUICK COUPLING VALVE 'F9 r APPROVED LATERAL LINE PIPE, SEE SPECIFICATIONS 'G' / 'H' APPROVED PRESSURE..SUPPLY LINE, SEE SPECIFICATIONS 'G' / 'H' BUBBLER ON RISER AT TREE, BELOW GRADE CONTROLLER STATION NUMBER GALLONS PER MINUTE r,6 ` ' VALVE SIZE r J 1J-r i ,' i. - it-�' - �. � •. y rfi,� + .. •1, _ . , `- "� .. Y. a Q i?- P Y 77 s r, ff � O 4 lU 71 00 t f1w FL ' � � [Y -_ 4 �--- Q mAR oa 251997 f RAWNs Ric• 4 i 'A. �' CMtCtCtD. , RV .a --- - __ DATE. �� '���7 p, `.,5. VICALK& NT8 :f These plans have been reviewed by the Coachella Valley Water District in acoordance with rater Code Title T. Division 1. Chapter 3. Article 10 0. Section .IOi�. NOS . 65597 et seq. requiring efficient landscape and irrigaUon design in cooperation y governing as 7 (City or County) RJC-aT with the localagency k (MEET M : Date titer Management Specialist _c Service Director 4o2 _ a : k. . . ., 'I • __ 4' . . . _r... ,. -- _ Y - - ss. - - I' . . I . . . , - �ti . '/... . ,. +. , " ..._ `4 1.. I I . I . . .. .. - • .. . - 0! • . , ." I,� :. SECTION 0281Q ';:f* .. •- - . IRRJGATION SYSTEM 1 THE CONTRACT' DOCUMENTS CONSIST OF SPECIFICATIONS. ; • GENERAL CONDiTIONS AND THE DRAWINGS. THE INTENT OF A , PART 1 -GENERAL THESE DOCUMENTS IS TO INCLUDE ALL LIBOR MATERIALS, >I.01 SUMMARY: .. t APPUANCES AND SERVICES NECESSARY FOR THE PROPER ,v�• EXECUTION OF TH>? WORK THE DOCUMENTS ARE TO 8E A `K,I CONSIDERED AS ONE AND WHATEVER IS GILD FOR BY ANY ,. PART SHALL BE AS BINDING AS IF GILLED FOR BY ALL PARTS. A A. This section covers the fum6hings of all materials and performing all operations to provide a B. The Contractor shall warrant materis-Is aping defects and guarani« workmanship far the period r'j' PORTIONS OF THE DRAWINGS WHICH ARE DIAGRAMMATIC IN D. install sleeves. to accommodate pipes and wires upd-c-r paving, bardscapc vest shdewa&s. and 3.14 AUTOMATIC CONTROLLER UNIT: �ti' eompiac operable landscape irrigation system as shown on the drawings including the following: tlpccificd under the maintenaricc agrettnmL• The Contractor shall be responsible for coordinating , NATURE (AS SPRlNKI ER PLANS) WHICH SHALL BE FOLLOWED Paths prior to asphalt and concrete operabons. Compact backfl around skrvu to 4S/.Modified ACCORDING TO GOOD CONSTRUCTION.PRACTICES. A warranty items with manttficturerldistn'butor and owner. proctor Density within 2Y.of optimum ttmisturc content Ili actordaacc with ASTM D1SS7. A. Jnstaii automatic controller unit where shown on drawings per marmfastuttl•s spetll{cations 1. Trenching,stockpiling excavated materials and refilling trtachts C. . Settlement of treachm which may occur during the msiintenarice period will be repaired by the 3.02 EXCAVATION AND BACKFILLINC OF TRENCHES: B. Connect electric control valve whin m controller unit ill the same numerical x uence as -�N -�oN woiUG S1i�.LS_COTiFORM TO APPLICABLE- 2. irrigation syst>:ur enmpaneat3 including but aQt Iimitzd ta:gulling,back-tLavu ptarsa�tian ta�tor at no atpersse to t3hc owner. J-{ 8 4 LOCAL COUNTY AND/OR STATE CODES, REGULATIONS AND 1 devices, vahvM fittings, controllers, wiring and final adjustments as determined by the A. Trench excavation shall as much as possible follow the layout shown on the drawings. Trenches indicated on the drawings. RULES. Q . es, 8s• 8 u Owner's Authorized Representative to insure efficient and uniform distribution. - D. Repairs required due to vandalism before the end of the maintenance period will be performed at shall be straight in alignment and support pipe eontisn iousty on bottom of trench. Remove rocks ALL WORK SHALL BE PERFORMED BY A LICENSED , , --- -' P C. Above ground conduit shall be rigid galvanized pipe with the appropriate fittings. Below ground , $ne contracto's ex r. . pensc• and debris greater than 1"in diameter,,over excavate as required for bidding material. CONTRACTOR THE CONTRACTOR SHAU-OBTAIN.000RDINATE 3. Pipe connections to water meters and backflow prevention devices. conduit shall be PVC SCH 40 pipe with appropriate fittings. B. m Lids areas): sJ. AND PAY FOR ANY AND ALL PERMITS. FEES AND AGENCY rW E. Prior to a release of responsibility at the end of the maintenance period, the contractor shah Depth of Trench(' cape ) IIdSPECTIONS AS REQLJIRF.D. _,r,. D. Each automatic controller unit shall be completely operable prior to scheduling a walk through for SO ;• 4. Testing and inspection of irrigation system. schedule a walk through with the owner or owner's representative and disclose and provide the " ;' substantial completion. THE CONTRACTOR SHALL CARRY ALL WORKMAN'S O following: Pressure Supply Line: 18"from top of ptp'a to finish grade. . r COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE le 1 S. Ckan-up and maintenance Control Wiring:directly at side and bottom of piessu lc supply line. INSURANCE AS REQUIRED BY ALL APPUCABLE CODES. V `%% .•rt',, 3.15 ELECTRICAL WIRE: REGULATIONS AND BY THE OWNER -:' r0 I. Current watering schedule requirements. . • � O K. B. The conditions of the Contract and Division 1 apply m this section as fully as if repeated herein C. Depth of Trench(inter asphalt paving of concrete): .. • . "� 2- Two(2)sets of the required tools for removing,disassembling and adjusting each type of :r ; A. l,ow Voltage Wiring: VERIFY, AT THE STYE, AI1. CONDITIONS AND DIMENSIONS `PRIOR TO COMMENCEMENT OF WORK.THE CONTRACTOR SHAD. 1.02 GENERAL REQUIREMENTS. rotor or sprinkler head, emitter drip valve assembly, and electric control valve used on Pressure Supply Line.24"from top of pipe to aggregate base. 1. Bury control wiring in same trench as pressure supply line as specified SHOWN ON THE PLANS AFFECTING THE DI ENDED DESIGN OF i the project Non-Pressure Line:24"from top of pipe to aggregate base. A. Code Requirements shall be those of State and Municipal Codes and Regulations locally " Control Wiring:directly at side and both of t line. THE CONSTRUCTION WORK ANY DISCREPANCIES SHAM. BE C4 Q O 'wT.. w Pie supply 2- Bundle all 24 volt wires at 20'intervals with electrical tape. REPORTED TO THE OWNER (JOB SUPERINTENDENT} � tnZ sr r goveming this work, providing that nay requirements of the Drawings and Specifications, not 3. Two(2)keys for each controller unit ' r IMMEDIATELY. O v v 4" conflicting therewith but exceeding the Code Requirements she govern, artless written I. Piping located under asphalt paving or concrete shall be installed with the appropriate .. •.• ... . - - - V � q pa 1 3. Wire splices occurring at intervals outside electric control valve box shall be installed in . permission to the contrary is granted by the Owner's Authorized Representative. 4. Farr(4)quick coupler keys and matching swivels for each type of quick coupler used on sized sleeve and back fill with sand bedding(6"below pipe and 6"above pipe). THE CONTRACTOR SHAD.ADEQUATELY PROTECT THE WORK it `;µ" the project =�: a separate valve box. "C7 '`� 47 ADJACENT PROPERTY AND THE PUBLIC AND SHAL. BE v V O f B. Conform to the togthiretnenu of the reference information lifted below except where more 2 Coaspad backfill material in 6"lilts at 90%maximum density determined in accordance RESPONSIBLE FOR ANY DAMAGE OR INJURY BY HIS AC?, AS >� � M ai 4. Provide (1) one electrical control wire for every electric remote control valve. Piggy REQUIRED BY CONDITIONS OF THE COUNTY OR CITY PERMIT. V -f +.+' 1. stringent requirements are shown or specified in the most current set of construction documents: PART 2-PRODUCTS with ASTM D 1557 using manual or mechanical tamping device. b .�, & I 1. 1 . • �j. 1 backing{nice zones on the same electrical control wire is not allowed 4) p �, THE CONTRACTOR SHALL. BE RESPONSIBLE AND LIABLE FOR ' � Q� O r . I. American Society for Testing Material(ASTM), for test methods specifically referenced 2.01 PIPING: 3. Set in place, cap, and presturt: test piping in the presence of the owner or owner's ANY LOSS TO HIS EQUIPMENT PARTS AND MATERIALS ON THE � fJ 4 in this section- representative prior to back tilt. 3.16 QUALITY CONTROL: t PROJECT UNTIL COMPLETION AND ACCEPTABLE OF THE JOB W e -p � et'� A. General Pi in : `' WRITING FROM THE OWNER (JOB ENT}. 1 Q n2 Q ft 2. Undervvritds Laboratories In p 8 .(LTL�for UL wpm and cables. D. Width of Trench: !_ A. Pre-construction Meeting: The contractor is cespotuibk for contacting the Owner s Authatiud +� q s+r" Repraeatadve prior to beginning construction and/or ordering materials to establish a meeting to AT ALL TIMES DURING THE COURSE OF CONS'IIFUCIION OF THE ' 1. Pipe sizes shown are nominal inside diameter unless otherwise noted Y� - C. Work involving substantial plumbing for installation of capper piping, backflow prevention Pipe Less than 3' T minimum. project J a. - review and discuss ob'cctiv concerns and to review the construction documents to WORK. CONTRACTOR SHALL KEEP THE SIT£ FREE FROM 1. insure acomplete understanding of required installation procedures ACCl1MULATIONS OF WASTE MATERIALS,RUBBISH AND OTHER ., � ' devices and other related work shall be executed by a licensed and banded plumbing contractor. 2. Pipe shall be identified with the following indelible markings: "'4 DEBRIS RESULTING FROM THE WORK AND Sl#ALl.�`AKE SUCH _. K A1. ny necessary permits shall be obtained prior to beginning work E. Width between Trenches: '. *• B. General Observation: The Owner's Authorized Representative will visit the construction site at ACTION AS IS NECESSARY TO PREVENT AND CONTROL DUST. AT „_ ;, Manufacturees name. �.' THE COMPLETION OFTHE WORK,CONTRACTOR SHAD.REMOVE interim lima during the construction process to access construction progress regarding installation ,.. D. Specified depths of pressure supply lines, laterals and pitch of pipes as stated in this section are Nominal pipe sits. Irrigation Trench to Irrigation Trench:6"minimum. _ ALL TEMPORARY STRUCTURES, TOOLS, CONSTRUCTION • minimums. Settlement of trenches lower than grades specified on the final grading plans is cause ' Schedule or class. Irrigation Trench and other Trade Trendies: 12 minimtan. of irrigation equipment to be its compliance with the drawings, details, specifications and site EQUIpI„fENT AND 1rIACiiWF.RY, SURPLUS MATERIALS, WASTE r „; condition& The Owner's Authorized Representative will prepare a site repoR after each visit MATERIALS.RUBBISH AND DEBRIS FROM AND ABOUT THE SITE for removal of finish grade tratrthent,refilling benches, compacting and repaQirhg of finish grade w Pressure rating. 'x,-' noting progress of installation,verbal communication with the contractor and identifying any Yield AND SHALL LEAVE THE SITE CLEAN AND READY FOR USE BY treatment. NSF(TIationa!Sanitation Foundation}seal of approval. F. Boring: Boring will only be permitted veltere pipe must pass under as obstruction that cannot be adjustments y which require modifications to the designed irrigation system. A copy of OTHERS. ., `' Date of extrusion. avoided or removed. Back fill shall match surrounding soil density and grain. Boring under , `•,• E. Follow current printed manufacturer's specifications and drawings for items or information not existing paving,sidewalks,or hardscape may be permitted at contractor's own risk Contractor is this site report will be delivered to both the owner and the contractor. The contractor it THE OWNER MAY ORDER CHANGES IN THE WORK. THE f ltsponsibtc m immediately address each item on the site report before proceeding with further specified or graphically indicated in the most current set of construction drawings. B. Solvent Weld Pressure Supply Line: t esponsibk for any repairs or damage to such items>u their own expense. CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH t. . r .; construction. t ORDERS AND ADJUSTMENTS SHALL BE IN WRITTNG. CLAIMS BY11 x ,.. � F. Scaled dimensions arc approximate and at times it is not possible to indicate offsets, fittings and 1 I. Solvent Weld Pressure Supply Line: (downstream of Back flow prevention device) PVC G. Back fill: Back fill of trenches may not be done until all required testing for the irrigation.system THE COh'IRACTOR FOR EXTRAS MUST BE MADE IN WRITING been eorrupleted C. Pressure Testing the Pressure Supply Line: After backfnlling,flushing,and prior to the installation BEFORE E)MCLTIING THE WORK INVOLVED AND MUST BE W other related equipment graphically on the construct1 . ion drawings. Contractor shall be responsible Class 315-BE(1 -2 1R") of each electric control valve, isolation ball valve,and quick eoupl'ung valvt the irrigation system APPROVED f3Y TJiE OWNER BEFORE PROCEEDING. E. for minor changes caused by actual site conditions. Before proceeding with any work. the jk shaft be pressure tested ;; Manufacrtmcd frvttt virgin potyvinyt chloride(PVC)compound in accordance 1. Matcriat: Excavated maieriat is generally considered to be adequate for back fill THE CONTRACTOR SHAILBE RESPONSIBLE FOR COORDINATION Vy, 11. Contractor shall carefully check and verify all dimensions of related elements. utilities and ' ' ' y fi' with ASTM D2241 and ASTM D178d;«ill classification 12454-$. operations. Before beginning the back fill operation, insure that back fill material is Gee ' ENCROACHMENT INTO ADJACENT PROPERTY,RIGHT-OF-WAYS. �., " . 1. Pressure testing shall be performed in the presence of the Owners Authorized :�r landscaping and furnish and install required firings. darn debris and rocks greater$han 1 m diameter, and is not muted with topsoil. Theo EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY >, Representative and owner or owner's representative utilizing the following proced=: ' Type 1,Grade 1. fiWwUk after separated frorih'back fill, shall be legally disposed of at contractor's j RESTRICTIONS ErIHER MARKED OR UNMARKED. , G. Do not install the irrigation system as shown on the construction drawings when it is obvious that 4 ;- • 1- 1 actual field conditions such as physical obstructions, m discrepancies and field dimensions `. �' Pressurize the irrigation system to 150 psi for a period of no less than 2 hours. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION - vary from those recorded on the constrvction drawings Immediately bring any such discrepancies :. 2. Fittings: Standard weight , Schedule 40. injection molded PVC, complying with ASTM •'. .= The pressure gauge used for the pressure test shall not exceed readings greater OF HIS ACTIVrIIES WTIIL ALL OTHER TRADES THROUGH THE .. . D1794 and D2466,cell classification 124S4-B. 2. $edging. Bed pressure supply-line with coasttthction grade sand 6"above and 6"below to the attention of the Owner's Authorized Representative prior to proceeding with work. If than 300 psi. Pressure pump and other equipment necessary for the test shall be OWNER (JOB SUPER NTENDENT}. .. . . 11 immediate notification is not given and such discrepancies exist, the contractor shall assume fall �y -Injection molded where wire pipe.Remaining back fill maybe as described above. ` . J h'Pe( required) furnished by die contractor. , ^ ;' PRIOR TO INSTALLATION,THE CONTRACTOR SHALL LOCATE BY U ' responsibility for necessary revisions,as determined by the Owner's Authorized Representative. �` #rid Ells-side ed � 3. Bed all electrical control wire, trenched separate lion pressure supply line, with �. STAKES OR OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS . Bat Test Is acceptable if no leakage occurs within the system for the duration of the / _: 71", roust uedon grade sand 6"above and 6"below wires. %. , DELINEATED ON THE PLANS FOR APPROVAL BY THE OWNER 1.03 EXISTING FIELD CONDITIONS: - `�` .:~ testing period �+ 008 SUPERINTENDENT)AND LANDSCAPE ARCIUI CT. . 3. Threaded Nipples: ASTM D2464,Schedule 80 with molded threads. 4. When bads filling. slightly trtpSund filled trenches for settlement after back filling is t'� _ .• compacted. Compact back till to a 90°/. maximum density in accordance with ASTM If leaks occur,repair said leaks and begin pressure test again. Repeat this ANY DISCREPANCIES BEIWFEN THB FIELD CONDmoNS AND �-- A. Preserve and protect all existing trees, piano, monuments, structures, ha 1. () rdscape and related 4• Joint Cement and Primer. T as recommended b manufacturer of r and fittings. D1557 with a mechanical tam Do not leave trenches fora od er than tion until no leaks occur in the irri ation stem. ;, THE CONTRACT DOCUMENTS AND OR THE DESIGN WMrr elements from damage due to work in this section. In the event that damage does occur to _ Type y pipe g1. Per °> Pen lid s 8 sY / --- inanimate object and structures, the eottractor will repair or replay such damage to the "1 4E hour. Open trenches snail be protected b accordance with current OSHA AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE ' C. Non-Pressure Lines: . mgulations. , ,; Before re uestin a walk throu for substantial con action,the entire irri ation PROJEC 'SHALL BE REPORTED TO THE OWNER AND LANDSCAPE < , l satisfaction of the owner or owner's representative. Damage or injury to living plant material will •` _ requesting P g 1. . ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE w. . , systeem shall remain under pressure for a period of no less than 48 hours. be replaced by die contractor at the contractors expense. PROBLEM AREA SHAIL CEASE UNTII.THE DISCREPANCIES HAVE 1 1. Non-Pressure Lena: (downstream of electric remote control valve) PVC Clan 200, 3. Smooth trenches to finish grade poor to requesting a walk through for substantial BEEN RESOLVED BY THE OWNER OR LANDSCAPE ARCHITECT IN k) ' F� Con1:1forming to ASTM D1785-83. completion wittl tpic�Ownc?s &horizcd Representative. 2. The contractor is responsible for notifying the Owner's Authorized Representative one WRITING. ANY CONTINUATION OF WORK IS AT THE B. Protect, maintain and coordinate work with other contracts, specifications, trades, and utilities. .. Extreme care shaft be exercised in excavating and working in the area due to existing utilities. "' " day in advance of the pressure test ��,± „CONTRACTOR'S RISK AND EXPENSE •. , '2. Fittings: Standard weight , Schedule 40. injection molded PVC, complying with ASTM 3.03 POINT OF'CONNECTION(S): { Contractor shall be responsible for damages caused by their operations. In the event that damage . 1. I µy' D1794 and D2466,cell classification 124S4-B. D. Flushing- Center load all piping prior to flushing. After all new irrigation piping and risers are in THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL does occur, the costs of such repairs shall be paid by the contractor unless other arrangements g P p g p g g P P g UTILITIES. CONSTRUCTION, 1RRIGATION AND PIAN'IIIdG 0 , •f A. Point of connection shall be approximately as shown on drawings. Connect new underground place and connected and all necessary diversion work has been completed and prior to the have been made with the owner. wll. > , �.,i ELEMENTS, EXISTING OR NEW MARKED OR UNMARKED, AND l ' i . r : :t Threads-Injection molded type(where required) piping and valves and provide all flanges,adapters.or other necessary fittings. U ; , i �- . * . installation of the quick coupling valves, thoroughly flush piping system under full head of SHALL REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE 1�--! ! C. Use caution where trenches and piping cross existing roadways, sidewalks, hardscape, paths or �'�}� 11 pmssure. `� OWNER(]OB SUPERINTENDENTi. curbs. In the event that damage dots occur, the contractor will repair such damage at the ;� Tees and Ells- gated 3.Od INSTALLATION QF SOLVENT WJ;(LD POLYVINYL CHLORIDE PIPE(PVC): THE C.- I . ...;,w ( ONTRACTOR SHA.LLIMEPA QUALIFIED SUPERINTENDENT , '" ON THE JOB SITE AT ALL TIMES,SATISFACTORY TO THE OWNER contractor's expense. ' , 4 * 3.17 MAINTENANCE PERIOD: ;:V . ,1_ hreaded Nipples: ASTM D2464,Schedule 80 with molded threads. A. Polyvinyl chloride pipe shall be cut with an approved PVC pipe tuner designed only for that ,:� It AND SHALL SUPERINTEND THE- WORK AND PROVIDE • f purpose. c - COMPETENT SUPERVISION OF THE WORK UNTIL ITS I.04 REQUIRED DOCUMENTS: 3. Joint Cement and Primer.Type az recommended by manufacturer of pipe and fittings. " A. The Maintenance Period shall tx as indicated in contract agreement and will begin once all items COMPLETION. THE SUPERDC ENDENT SHAM HAVE FULL on the final walk throw melt list have been satisfactorily addressed b a written statement .�. through !w Y Y AUTHORITY TO ACT IN BEHALF OF THE CONTRACTOR OR IN HIS11 A. Submittals B. Aii plastic-to-plastic solvent weld joints, fiall uu only the solvent recommended by the pipe indicating such from the Owner's Authorized Representative to the owner. '"' ABSENCE APPOINT A COMPETENT FOREMAN TO SUPER VISE AND F. Sleeves and Conduit: manufacturer.Do not install solvent wsldpipc when temperature is below 40°F. REPRESENT THE CONTRACTOR IN HIS ABSENCE Wr]Ti SAME n . ; ti -' B. Submit (� six sets of all irrigation equipment to be used, manufacturer's brochures, service r, ' ," 1. The contractor is responsible for obtaining and following any maintenance manuals AUTHORITY. THE CONTRACTOR. SUPERINTENDENT OR 1. All sleeves for pressure supply line and non- pressure supply line shall be twice the C. Pipe ends and fittings shall be wiped with MEK. or approved equal before welding solvent is FOREMAN � 4 manuals, guarantees, and operating instructions for approval to the Owner's Authorized created specifically for the project from the owner at the beginning of the maintenance � - - Representative prior to beginning work. Submittals should be in a bound form complete with4; nominal sits of the pipe within. 'applied. Welded joints shall be given a muiSmum of 1 S minutes to set before moving or handling. period s; table of contents. The contractor shall not proceed with work in the field until this submittal is x�..' • P' ALL WORK SHAM.BE GUARANTEED BY THE CONTRACTOR AS 2. Sleeve and Conduit material: D. Pipe shall be snaked from side-to-side on teenA bottom to allow for expansion and contractions. TO MATERIAL INCLUDING MATERIAL AND WORKMANSHIP FOR 1 approved in its entirety by the Owner's Authorized Representative. 2. At the end of the maintenance period and prior to turning the project over to the owner, A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL b 11 �'..' PVC SCH 40 for 1%2 IR"pressure supply line. E. All changes of direction over 1 S degrees shall be trade with appropriate fittings. the contractor shall deliver the following to the owner. $-1. ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE V -'- 1. THE FINAL INSPECTION. C. Service Manuals . . �,, ,,, ; A WRITTEN GUARANTEE ON HIS AT THE TIME OF All necessary maintenance materials. 1. The Contractor shall furnish (4) four service maniacs to the owner prior to scheduling a PVC SCH 40 for 3"and larger pressure supply line. F. When pipe laying is not in progress at Me end of each working day, close pipe ends with tight .�,: walk through for substantial completion. Manuals shall be submitted in a bound form i_r plug or cap. }'r Extra stock as specified in section 1.6 of this document THE CONTRACTOR SHALL.PROVIDE A WRITTEN C ERTMCA71ONI V_ " complete with a table of contents co of contractor's warranty,.and workmanshi form 4` PYC SCH 44 lot man-pressure lines. THAT THE CONSTRUCTION WORK IS INSTALLED IN FULL ""- �V.'.' P PY tY P 1 (1)one 2"PVC SCH 40 for wire conduit for up to 20 wires. G. Coordinate pressure supply tine with sand bedding operations. COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY #_ on company letterhead and shall contain complete enlarged drawings of all equipment 3. Once the contractor has fulfilled aIi maintenance agreement obligations an has provided APPROVED SUBS ITILI IONS OR DEVIATIONS FROM THE PLANS (1)one 4"PVC SCH 40 wire conduit for 21 to 40 wires. the maintenance rind will end. OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION installed showing component warranties and catalog numbers together with the the above items to the owner. period (i)one 3!4"PVC SCH 40 wire conduit for flow sensing cable. H. No water shall be permitted in the pipet . til inspections have been completed and a period of at ' ff manufacturer's name and address. Manuals shall include operation instructions. Manuals SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS 4.T8y J aPF y I n P (1)one 3/4"PVC SCH 40 wire conduit for master valve wire. least 24 hours has elapsed for solvent weld setting and curing. SIGNATURE AND CONTRACTOR'S LICENSE NUMBER shall be subject to roval b the owner or owner's re tative as to con leteness. In 11 �. End of section 2.02 ISOLATION BALL VALVES: I. Center load pipe with.snail amount of back fill to prevent arching and slipping under pressure. - THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS V >,; ': D. Record DrawingslAsbuilts j . Leave joints exposed for inspection during testing. OF CONSTRUCTION INCLUDING ALL CONSTRUCTION' In . A. Isolation Ball Valves:As specified on drawings. . . INSPECTIONS AIL FIELD MEETINGS SHALL BE INITIATED BY 1. Prior to beginning work in the field the contractor shalt secure a complete set of " THE CONTRACTOR AND COORDINATED THROUGH THE OWNER Q w'° 3.06 BACK-FLOW PREVENTION DEVICE: irrigation plans, details, and specifications on diazo mylars at the original scale. The t " (JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE '' 1. Ball valves for 3/4' - 2 1R Pipe: Brass construction; solid wedge, ISC threads, non- _.' contractor shall be responsible for making a set of blueline prints for every week on the LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION '.l rising stem with wheel operating handle. A- Install Back-flow prevention device and associated equipment at the location as specified on ROLE TO THE OWNER project. At the end of each working day, the contractor shall record all work: 1• (JOB SUPERII�TFNDENT) PROVIDING 'I i. accomplished for that day on the set of blueline prints in red ink. These record drawings .drawings, t I i•IERPREMVE ADVICE ONLY. Y .f shall be brought up to tau at the end of each work week by a qualified draftsperson. The Z03 QUICK COUPLING VALVES: CONTRACTOR WARRANTS THAT TITLE TO ALL WORK, x` drawings should indicate the following: 1: B. Coordinate installation with local governing codes and ordinances. f. A. Quick Coupling Valves: Brass two piece body with locking rubber cap, designed for working i MATERIALS AND EQUIPMENT COVERED BY ANY APPLICATION 41 pressure of 150 psi;operable with quick coupler. 3.07 ISOLATION BALL VALVES: �" " FOR PAYMENT WILL PASS TO OWNER AT THE TIME OF PAYMENT Any zoning changes. 2.04 ELECTRIC CONTROL VALVES: FREE AND CLEAR OF ALL LIENS,CLAIMS,SECURITY ;J ft- •, A. install isolation ball valves in separate valve boxes as specified on the drawings. AND OTHER ENCUMBRANCES t--- . Dimension from two permanent points of reference (building corners, fixed hardscape "' • corners, road intersections, permanent existing utilities) the location of the following A. Electric Remote Control Valves: As specified on drawings. ,.t . . -. - - .. _ . . (111 H- iterns: 3.08 QUICK COUPLING VALVES: ; Z 9"• .. �- O B. Isolation Bat!Valve A. Install quick coupling valves in separate box as specified on the detail drawings. 0 1. . a. Correction to existing water pines. .- • ' ' b. Routing of pressure supply lines at every 100'along routing. 1. Ball Valve: PVC blocked true union,as specified on drawings. B. Angled nipple relative to pressure supply tine shall be no greater than 4S•and no Jess than I0°. V l y C. Backflow Prevention Devices 1`. . ` . . -•• . •- to d. Isolation Ball Valves 2.05 VALVE BOXES: '. M 3.09 ELECTRIC CONTROL VALVES: O C. Quick Coupling Valves ;.y f: Electric Control Valves A. Isolation$all Valves,Grounding Rods,and Wire Splices: Carson#910-12 A. install each electric control valve le a separate valve box so that cross handle is 3" min below 0 Ld f= 8 2 g. Control wire routing(if routed separately from pressure supply pine). `' valve box cover as specified on the detaiCdrawings. h. Other equipment as directed by the Owner's Authorized Representative. :�. B. Electric Control Valves,and Master Valves: Carson 01419-13B. ,�c ;. +. L_ B. Group electric corttrvl valves together u specified on the drawings allowing a maximum of 12 " `' 0 2. Prior to scheduling a walk through for substantial completion, provide a record set of L06 AUTOMATIC CONTROLLER UNIT: between each valve box. Install valet briers in the same direction and parallel with one another . 10 k) 1% t;,. field as-built drawings as described above to the Owner's Authorized Representative for ,r and perpendicular to paving,hardscape, idcwalks and paths. r-- i.•. review. After review,the Owners Authorized Representative will return the as-built set A. Automatic Controller unit as specified on drawings. *t;,. ; '� V e � 0 4 y... L�`•i :: : to the field foreman requesting further information or will notify the owner that the ' 3.10 CHECK VALVES: .11 record set of field as2 Its drawings are complete. After approval from the owner, a 'y 2.09 ELECTRIC CONTROL VALVE WIRE: d Q E walk through for substantial completion may be scheduled W �+ A. install check valves as specified an,:Ira, N W A. Low Voltage: Q" W t 3. Prior to scheduling the final walk through, the final set of irrigation as-built drawings Q/ � " ' shall be professionally drafted. 1. AWG OF UL approved No. l4 direct burial copper wire for all control wires and No. 14 3.12 VALVE BOXES: h Y pprm' ppt . . '.y 43 � ` des F direct burial copper wire for all common wires � " g, - A install valve boxy with each type of Irngation equipment so that top of valve box is about finish ( } ,; ., 4. The contractor is responsble for delivering the final set of as built drawings to the owner ` V a owner's rc native ur to initialing the mainirnancr gr�dlc aerrfred on the detail drawtttgs. Valve Doe extinsrons arc not acceptafiie. 10 pmen Pn 8 1iod- 2. Wire Colors: - _ . " F B. Place gravel stung below and around each valve box prior to installing valve box as specified on ,, W :3 �p .6 E. Controller Charts Control Wires-Red. the drawings. Place remaining poWm''of gravel inside valve box allowing full access in and ,'. �(� K 0 ��_ Common Wires-White11 . "251991 around all fittings. Valve box shall be fully supported by gravel sump. No brick or wood V l V 0_�- 1. Provide two sets of controller charts for each controller unit installed on the project. The y controller drawings shall be an actual of the area covered by that controller unit and shall 3. Wire Splice Connectors:Rainbird Pentite Connectors or approved equal. supports are allowed, be at the maximum allowable scale that will fit inside the controller door without folding _ '' "_.. the drawing, PART 3-EXECUTION C. Brand valve box lid of associated equipent az follows ^ ,,� 3 1. 2. After final approval from the Owner's Authorized Representative, each controller 3.01 PREPARATION• Electric control valve box lid with "Controller Letter and Station Number". • Quick coupling valve box lid with the letters "QC'. Cramp. drawing shall be hermetically sealed between two (2)pieta of minimum 20 mails thick .' • plastic. A Examine field conditions prior to beginning work described in this section. Grading operations Isolation ban valve box lid with the letters 'BV". 1. shall be completed and approved prior to beginning work. 1iV'ut Splice box lid with the letters ;.- "WS". , ' r DATE p� /��,, fi 3. The contractor will permanently fix (1) one controller drawing to the inside of each - _ S1• LJ 1�l ! . controller unit and bind one complete set of controller drawings in a loose leaf binder and 7 B. Verify all sleeve locations prior to beginning wort in this section. Flag all existing sleeves and Letter and number sits of brand shalt be no less than 1"and rw greater than 1 IR" in height and submit to owner or owner's representative prior to scheduling a final walk through. conduits installed by other trades. Report any conflicts and discrepancies to the Owner's small be 1/E"maximum in depth. Provide sample branding to the owner or owner's representative - OCIhL l� prior to commencement of work. � :,. �wjT1ej 4 Authorized Representative immediately. Thew plans bare been reviered by the Coachella Valley Crater Dbrtrict In 1.05 MAINTENANCE: ,, aecordance with Water Cade Title Dtvirion 1. Chapter 3. Article 10.a, 3ectiea �K>8- NlO� . .aSSo7 at seq. requiring emcient landscape and irritation design In eeo"i tion �A C. Irrigation system shall be constructed to the sizes and grades at the locations shown on the with the loea► governing agency(City or County) A. T'he maintenance period for irrigation shall begin after a certificate of completion is provided by ' . drawings. Marie with powdered lime or marking paint routing of pressure supply line and stake `I, � the Owner's Authorized Representative to the owner. the location of each electric control valve. quick coupling valve. and other related equipmenL - •- _ Owner's Authorized Representative shall review staking and direct any necessary changes with e'; Data . - • cite contractor. This review does not in any way alleviate the contractor from the resporubilities Racer Maoatement Specialist . associated with proper uniformity and distribution of had placement after staking. �� 11 vm vice Director I f . � S EETas I ' ftrv=10KC •Y 6 + • Q I I U r; 7. $ 'S LAN 3G B P LAN 4 A } }} ev 1114-4e t4 to �•$ - 1� In ill , f �u K _—-• —— ;� �l2' � �12 tt lv,$ ' r /i/CIO 2 �. i �tt �. .40 �- — 1 — �l2 i'2,r — —3 r--- l4 ' a 1l2.� r h J ► � �12 �Aa, t1,y 1 t 2 12 111t1 �Iq-+ lli bJ4r 3/4" - /al1 1 • _ f A' <' +,- P LAN 3 G B P LAN 4 A 1.' d !� — A , 00, RA _ � oD00000 D 0 ,�• 8 F FFFF _ e ttlIL twl� � J � \ / 8 t ' -- f- c ) umao iv'M 2 5 1 . G o' G p oe oGG G F F S G G o c o 1= F � 00 ao � F h• po a G �• F t oRwWM@ RJG CME CKCDa - INV �` 40..Me RJG DATE. SCAL M6 These plans have been rerie by the Coachella Valley Water District in I accordance with Water Code Title 7, Division 1• Chapter 5, Ankle to a. Seetlos $5597 et seq requiring efficient landscape and Irrigation design In cooperation with the local governing agency (City or County) JCS. "Ca s" SHEET ate 4.9 Water Management SpIl ltal JW Ser"ce Director SEE SHEET 2 FOR PLANTING LEGEND CsrAw 8 Sys ._ _.-....-_._-_._ - ...—.__...._—.-_._,-..-.......--. _.._-................-...... ..,.-..:. .. .•e—...a...-.....ew-.•vw.__. .w♦.. .vw,..ewn..w..... ,... q.4A YT !• wn• - q . - - . . . . . . . . . . . . . . . . . . . 1 • • . L. / ... - _ • '•.'. • • • •. I. • \• •� • ... • 'j '•• :� �•� . ease + • .r •. • , . .. , . y • • . • - • • . ' • '.: .1 • • • S __— . .. • • • r . 'r '• -_ -_ Lei.ii�'_ 'i"'—'fi1•r:w/�A�i1-, _- - - - - - - •—_ -_ _ f '.tea. .- Dy . . ., I . . . . . I . . I- . . . .. . . . . . . A - .f . rl . . . . . . . . . 0 . . .1 I . .. . . . . . . . . . . It . .. . . . %. 4- . . . . . . . ....V1 . I . . .. . . .. .. . . . . . . . .i A . . ,,I . . . . . I, I .. . . . . ' . . I .. . .. . . - .. . . 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I&. .;h- ... . .. . . . 0 . . _,,,r knult+4 C15� _=F5::16) FW C� 6� R 4%%�_-_ . , 13 1 . - I I - . U '... ... -le Rolb. WA+j Pap. tt"I . . -�Hz��sca -- - .. L .: �•� • tii y - e" �. • _�a - 14 R. _ ,. . ' af , �` ` _ 'f�� . `� i �l� JM I IIVAW � . of I .-,�i ;I- * I . . . -, - - --. -. _ - ..--- -- --- , - - ______ -_ <. . . ----- --- Z' *4.. *. , . . . . ---- - - - . .. . - I -,.--, ." ;� . r•:.K'. .... . : ,� . 1. / i , t� r • .� I• '1 e�sa-� � -w care- S. .• M*4 W= C) � '° _.. .. boKv-�O"_ Sff& 'I',-,- 0 ,- �V/ f 1 .. -►•�. 1S" ►� ; • T. • . I - < 6 ", , VY . • - . . .". .- HILL . - 0 Z r � '�-' le . Fir-rf o . •I i : * 1 2� . ',LL osp�� F�o M-� ;_0 I 1, , a -10 IN24-129 -LX N 11C) LV I h .. •' 4p. a �' .a•i'. .� �.. , . ..,i �i *'N I;k`4. - I L . . iLL— < , .. •• i• - ` .. -.. , . . _I W LU 0 rq*tA_ rWLJ%E-j1- I ..."... .% I.* It'. . . .. , i ' _S I \ — 0 . . CjV4q;rX 8 V-ON 0-0. APC7 � . rAL-ar- FeF_ F_1161� ) . _k.. 8 . . ; C ,,.'.A%- . . D 1 I' I •_•-' 1 _ _ "� _ , • • \ •` Ott K ' .r._ V - �O 06CEP `^,� �\ l 0 ,-•eels• , . • - - - . - - 4 ta GLLLLLLLNLL 1 : 0 . . � - -.. I - - Zits -J y3TL ---?h�_ _Fes=: (^t 4" .•, • . • •' . . • . . .. J I• - - op 7= Uj '. �• 1 t-h tr-dr , cJF -iF � C —u lH H:` , r • i Sur✓, _ _ �I �r t(s GA. �/. �IIR f, j - vt�-mn! % 3.>` t ° ��n� i�ili �, t�t� `"��rt, -eta �,,!.�.. - $ C�� } ',� < - ." ) L . L!ai!: g a&. • T -s� ' .. `: VISE ofz Kav� 4sP �r � -�,.�' �... • �' T� . �', off• -iLt�j. � °s• .'11 . {. t r • S,. . . `. . - - • �Y . f,. 1 ', . __ ."L:. . .- I . (Y 'L ' . F �� . 1 131�a . - _ _ r ,C i...t .( w 1. 1 -1 - 1414 1 ur� 411 ' ', . . .. 4vo� _. - - __ __ -_____ _ _ _.____W-_-_:-.;.,-_-.-- I I _ = ___ - 1 ;.. _, 1711--____ - -Nr 7- - --- - � - � ) t- � \ Q"Axilsc VtCIflCAT1*d: LUtEXQ : e e b t--��•�--- . .. � - [AT24 Tinisft ''graQes sha21 be measured at the tip suttees •t All plants •hall be art at such a Iwel that after •ettlinq actors p sealant of &od the areas shall be finish graded , '. �•'�" This section includes services, labor. satarials, selection and tubetitutiosh: Plants not confirming to the �TJt,JadLLZ 2i••.P.B - } f 11 - n sea to Complete the requirements Herein specified shall be considered defective., surface materials. they Dear the sa*• relationship to Us surrvttnQlnQ [!slab smooth with • ttnlfor: qr•d• beeveen calk, curbs, steps end � � ; �• �� ' • ' ;. transportation and equips• t sate tr ? _ -_ Y_ '. �,'„ landscape planting and construction as Indicated and and such plants, whether !n plats or lest, tha21 be larked •s All areas to b• hydroseeded shall . be subject ' of reed ' grads as they Dora to the' line grade in the container, buildings. Tha Contractor aha21 obtain approval of finish Holding and round! a ` enlanr■ ethervise lndicataa• grades before placement of sod. 0• • specified. rejeetpd and be ia- lately reseved from Ue site et the eradication program. r'9 ng f t2+• grades stall be provided at •lI 1. . . . landscaping and replaced with acceptable plant materials. Changes in ■lope. a e • • e applicable Inspections Broadcast 12-11-12 ftrt111zt at • rat. of 300 lba/ace I planting tablets wha21 be placed 1n each planting bola aL Sod shall belay in staggered revs, toilovinq the grade - L , , , • - ': ClDtI L Iisl]' : The plant materials shall meet applies 1 ! pee the following rates: eltvatlons. Oo not lap sod perpendicular to slope of grade. - -- '� , 4f . • required by lam. plants shall be of the species, variety, J►11 undulations and Irregularities in the planting surfaces �, 1. The term -Planting Atsa- •hall lases all areas to ba planted mile, age, flavor color and condition as specified herein 1/ater ails tot • ■inlsn►a et thee. rocks to get*inate reeds. rtsultlnq from till•gt, rototilllnq and all other op+tatlons and as Indicated. Under no condition will there be any shall De leireled and floated out haters planting operations i-S grew tablet pow Ilner and flat sit• plant. Sodded areas shall l•• thorwghly watered and kept 0 % , I 0- . ' ; with tress, ahrttbs. grourhdcovors, sod and sue. substitution of lent s !a, vacitt er seduced sizes for Appl contact reed killer r sanufaeturer's s sciflutions. are Initiated. i-21 gran tablet per gallon container. tonttnuoualy moist •• rtQvired. 'i __ _ o • p • P:c a yv ex e t r th the Olacontlnve 1rrlgatloft tot a ■lnisuw of 1 days attar 7-21 qrs■ tablets per gallon Container. 1 -- - "' Perform actual planting during those periods when weather U s• 1! tad ew the eeosp crying dra ings, c p i -'r end lions are suitable in accordance with locally express wcltten consent of the Landscape Architect. Tl+e spplieation. Take prec■utlons to protect and avoid daaagi to sprinkler a-21 qr•a tab2.ts per 1S q•llow eonc�ainer. - Ittooddinq• Sodded areas ,which do not shoe a pro+•pt catch of % ' � u 1 ,.- and soil e i heeds isri •clew lines and other end• utilities 1->'1 gram tablet per each 4 inch of box alit. qrs•■ withlw 30 day• after installation •lull De resoddcd � �" !- Landscape Architect shall be the sits judge of acceptable • q . *d ()A'_ •eeeptsd horticultural practice. tontitrve vat•= application for • minisua of fro =asks. during Trading and conditioning operation[. Until an •eecptable attaQ of gram• is assured. �_ material. ..lee plant will be accepted it the•rootball is broken or ltefhv�►s from U• site, toc]t and ether growth or debris R . eraeksd either before during; of after the recess of T P '� � 6 �- a • accumulated during U• duration of Ue lafhdsupinq. Contractor shall bt rssponfibit ter maintenance of plant At the end et this irzigatios spplieation manually clean and Tina! finish grades shall insure polities drainage •t the • . p __ - - -4 _ alto with surface drain. a are from build! s wells and imstallstien. d) y material until final eeeeptance. tesove all vteQs• q y buildings,, . ---:r^ — • toward roadways, drama end catcb basins. - I ' before excavation for planting er placing of plant Repeat process tot a second week lull and manual clean! All plant• •Hall b< thoroughly watered in to Ut full depth _-- " - - f nn,, p.� q�� '- lh eaterials, local• Undar+groatnd utility 1Lhts still in Uss and ground cover trees flats shall be triangularly spaced. r'q " of each planting !►old lamediattly after planting. _. -:_.w �►'i�'�-_Ifi_..� 'lam 0 - - -%iRUB AND GROUND COVER SPACING �_ i - take proper p undvtioo to avoid damage to such end eemoval et weeds. Tina2 grades shall ba acceptable to the Architect before - - - - . ispro+Rwnt:. 1n the •vent of • eonLliet bttwean such lines � _ Axe R=tti► st pl•ncinq operations will b. •!leered to begin. - O d) , .4P s Lndeca Architect who Will 111,0 osz=a A17 .1CATIGlt All trees, �-,Q IZi.'� }.__. -_ - •at locations, notify of Pe 1S gallon and lastger, shall be staked • rite two - w V` �L•/�+� �' ' wood stakes,• drlvtn in LAe ground. 171s stakes shall be 0 and plant f7 Planlinq surfaces small be 7rsded with fine less than 2 arrange fee U• teloestien of one es the other• Contractor tltsrsntee sltruba, .nines end greundev+►ers1to swain healthy seedslx end rat• shell be as • allied en lane. percent surtac• el for !five drain. drivsw !a plumb and secures. • Special care shall be taken A - r will resume responsibility Cot making repairs to damage and vigorvuslr growing for !0 days Crow . Notice of P . 9d, ik esalti trvs landscaping •• heroin specified. ]•lion. tMt Us drih►lnq in of th4 stake doer Hot daaaga the tree SOIL 1•►AiFZiDtiENT PROGRAK - FOR BID PURPOSES = ng C"p M rowed 1 A0P0� shall be applied as s eified in toots or rootb.11. Tree ties •hall De fastened to each � � e tree and stake by loopinq' fiqurt sea rill+ the !slid. Contractor to contract with an approved soil laboratory to d, Perform gradinq and sail re ration onl due the period tie soil tear dlawat•r •t the tie at 2 or 2 Limes the liaweter et the fret P ps y Cuarsntte trees to live In a healthy evn�ition tore period ?��AV •l►r�ti°5!!�� PiJurTllres conduct agricultural suitability and soil fertility0 0 v}1tn beneficial and optimum resrtlCs mar be obtained. It the of sire year from date of e>Kotiee of Completion•. f . '" and br tacking the back of the tie to the stake. GENERAL PLANTING NOTES analysis. The following is to be used for bid purpose 4 o r } meistare content of the sell should roach lurch • lull that Mulct material shall be 2000 The ^ rood fiber per acre. The layout of locations. for plants and outllMs of only. -4 V .i soy spreading Plants toand to be dead and plants n in a vigorous l � �� �P��' the 1cover to be piect, shall be approved on the site Dll Curing: All speeloen trees 2/ inch box end larger to be . LTREES SHALL BE PLANTED NOT LESS e working , !t would dell soil structure, spread! end /X« �/. M•4�N 4�+4 Lqulpment used for the application of slurry shall have • the L•ndeca before their J gr•dinq operations shall bs suspended until the moisture coo Rion noted within the guarantee ,period shall be • po Architect, plstttinq. All such guyed •s indicated. If surface soil eorpaction has occurred, to the extent WJ � .Q 8 teplacea wlUti■ la days. hilt-in agitation aystaw with an operating capacity locations shall be checked ter siDle lntecf•renee with THAN THE FOLLOWING : L. V E content !e incr!s•sd or reduced to •eCspLabl• levels and the q , pe lwsoq y exist! ' It possible all areas to be landscaped should bs crossripped satfiei•nt to a hats •ua nd and ansousl nix the . desired jj-esults ors likely to b+ obtalwed. All landscape 0lstribution lines shall b• la • enov h to =event existing °nderground piping. before excavation of holes. The stakinq end quyinq shall b• accomplished in such • FORTY(40)FEET FROM A STOP SIGN OR INTERSECTION or otherxise tilled. to a depth of 9 - 12 inches. N `', •Peas to dr■!n •t 2! miwisua. ' Plants used for replacement &hall be the saw• kind and size •larsy. ry q P und•rVround construction or utility lines are encountered In maj111tr as to itttura tits y q WITHIN FIVES FEET FROM THE CURB f (y o = 2 40 t.. stoppage and to permit wen distribution of the slurry, over the excavation et ny . . satet et t►e lasts r prrt a and theltublier�A and the •• specitled iw the p2attL list. They shall b. fvrn!•hed, the ground. in order to facilitate pcopsr coverage, the plant! areas dthat 2Architec for the r P P °� 7. P ( ) For turf and gqroundcover planting, the tollouinq an+endments ff 21� scaled dlmenslons are approximate• Before prgttee'dinq with planted and fertilized as originallr specified. planting may be selected by the Lathe rep• hilbiteet. f the - TEN(t0)FEET FROM FIRE HYDRANTS ! should be uniformly broadcast and thorougyhly ncorporaCed }� � jS - 0 7 y equipment seat have a pulp capable et s:.n-tinq vp to iSo psi to txistinq utilities shall be the tsspt�ii�(IDllity et ttta The Contractor shall b• responsible for all surface end EIGHT(9)FEET FROM SERVICE,WALICS,DRIVEWAYS,OR to a minimum 4" depth by means of zototiller or equal': �— V t l- lswd•c•plrp, earefhfll check and veri! dis•wslons ' and at the nort]e. 7 imwediatetr inform t2►e Landscape Architect of dlscrepanclts' t contractor. 1. I ,' •vbsvrtac• drainage required which Hey .attest his guarantee OTHER HARDSCAPE FEATURES _ . S 2 - I wow the drawings and specifications and actual , _ ,,t e! the trees shrubs and vines. 0 11 _ bet Secd •?►sit be QtllwrtQ eo the set. in •ea1tQ begs end the Pi anti ,,.t' FIVE 5 FEET FROM GAS,ELECTRIC,WATER METERS AND : Amount/1000 Square Feet eenditione• The.. maintenance period begins on the first day utter all svpp]ier sha]1 attest 'to Its parity. T. �� end Ines OR THEIR SERVICE LINES11 d Z °CJ-4 landscape planting wank en this pt'+djcct is �awplete, Quantities ter plant materials are indicated for convenlessts � �� •cctpCtQ, and emitter approval free the Londacape [sctvatsQ Dolls shs31 bars rsZL3u1 lids• ' yitb rtn�a�:�asd pruning after planting shall bt t provide he pee trees, l cu. yds. it en stabilized organic � Seed shall De adCe to t?►e slv after the natural wood shtsnbr, and Awes Men netes•st7 to praviQ• tM specified or Y only. and HOL gaarante•d. Chock and verity Count and supply Architect is given to b"In the maintenance period, and n3� surfaces and shall be of miinimfsw aisod indicated. Roles approved standard shapes, lets and sizes characteristic to amendment u '. q'tl r or z 3 fiber satich has been incesporated. altall - Cedar satiidu ` ` • , ; ant shuwb•r to fulfill intent of drawings. shall eontlsua thereafter for ono less than !o continuous , la all caeca, lazy. �ItnohsgA to ptm2i t handling and each plant. pruning mar include thinning, topping• end s. 16-20-T0"Eoa�i- r V/ V Q. svfflc! . j '_. :. calendar days. A trtew felon additive she]] be Used in the slurry for Planting without Injury or brsak•ge et raetsalis or toots. cutting end shall be. Under the direction et the L,andsup• - µ 1S lb •l Adequately stake, barrlcsd•, and protect iszigation visual inspection purposes. tstavatiow shall the srtri ! and staki et all Architect. Cuts over 2/4 inch in diameter shall b. painted 15 lbs. soil sulfur Oentir+voosl maintain all involved areas during the progress PP ng w4 with &n •ppcoved .tree sealant. equipment• sanholea, atlllty, lines, and ether sxistinq . of the landscaping operations and durinq the maintenance acceptance soil encountered within the aree's to be excavated Since soil sulfur is included in the pre-plant progress, K;: ct dun! all pAa■ss eC the soil &"ndinq and grading teed shall not remain In the mixing tank for a period for l.fht its and 1•nLirhq beds. act nrsa that are to <r care should be taken in order to insure that all amendments . P�� 7 nq period enti2 tlhe final aceep4nce. greater then thirty minutes. ►• �rucled over end r which moipl is to `D• to =aril are thorou hl into orated to the '4" de th s ecified. DRI►WtV� operations. Pow ape y q Y rF P P ;,,%, • pure grading shall be smooth and crew to all constructed Plants anR larrhs •full M ltept in healthy, grwinq stacked pending its r,�-gar to= fife fillings of hales, pits planting Crevrhdewera: - t tewditiew and im • vishull seas a :rent. waters " beds. The backfill atix for use around the toot ball o! container element= i.e. walks build! s, ate. The slurry shall b• applied In a eveepinq motion. Care • . 4 - • ! C ECICi� r p �` watering. Crehrrhdcovers •hall be ]anted In the areas indicated The .grown trees and shrubs should be prepared as follows: • • •,ptvninthqq, moving, tolling, triamtlnq, edging. fertilizing, shall be taken to distribute the alursY wanly overall " • P - testakinq, post and diaoaae controlling, spraying. weeding. &arfacea being treated. . L:sees6 ' soil generated _Crow the planting "Doles •ball b• greundtovsz plants •ball be rooted cuttings grown in flats, . : tpecisew Tr'te selection: s •aQ on the site ss directa►Q end shall remain in those flat• Me+til trans planting' • elasning-up and ether nseeemary operation et malntenanc•. Pr p ng• . .1 . . 6 parts by volusae on-site soil 0A�, 1. Cbntractoc shall acetify landscape.ird�it•et to .where Landscape areas shall be Sept Izw •t wteeds, serious grass, Von: Landscape Architect or Ornsr•s authorized ' ' --- • • ' _ • ' 4 parts by volume nitrogen stabilized organic 0 'Q•�Iq 7 •peeimeat et material is to Obtained IS car* prior to and other w,ditlred Vq*tetive gxuwth and debris. . Plants • lepresewtative Rhall be called to slte to verify l�ivsion uttU ix,ertiealot con l aealMu shall t�e yid• t each aw arit�h Azel V. Est+ rl 'plannts Shall be pla spaced •ted i tlhth Kelinteroala _.. amendment �.J LI • feard to be dead or !s an impaired condition shall be •f all specified ingredients for hydr'oseedinq application 7 ePP'ee j qq r apse 1 lb. 16-20-0 pe= cu.yd. of a►ix ��E, aellvtzr to site tee �pprv.►al. seplae•d is■.ediattly. , _ ' _ . . ' • prior to spraying. wharse!y, con op+n.rs, lift snips er ether appTa�►ed instrusirta :. lt+die•tad. sued ate2 remtw ls+r•s not approved. for this purpose. All used cans shall be cone►•d• to the ' -- -+-- - _ - __ 2 lbs. iron sulfate per cu.- yd. of •six 2. i i y, rigid will • t . at"* area or the alto tally,. ,``'` .The qr ver plants shall b! planted saftleiently seep to The eomplet.low date of ttht contract aalnttnanc+■ period atsriwq The above materials should be thoroughly blended prior to JOEL �, 3. The Contractor at h1s option and at his expe�tse. may be Nxi idea, whew In the opinion of the Landscape Architect. Ieover ell teats end • S gram planting tablet ehal! bw pieced _ nsa for backfill purposes. Also, the iron sulfate should . setaiw the cervices e! the Asesitect to swriew taw: 2s � maintawanea or p"ainle poor er w sejtlthy condition Areas to ►. sttded shall La meisterhld to • depth of mix s Slants shall be planted at Opp ad loeatia[ha' .tilts the Lt sac]► planting hole and shall.be immediately opriwkied Them+ pleas fees bees rr.ti.•, ` th, Co chaua taDq W&W District In not contact cement surfaces since severe staining could R'X ties ewhditioner and cell last bactf111 .attar lent! Until the entire area is •naked to the fall gallon and larger togged at tM er at its place st planted material or unestablisbsd nenosverinq lawns are ir.che. (s but shall not N wet •t the surface at time of i P �'4 p . . , occur. IVl�t qa g9 �7 ., Mpti► Ot all ,ells. W507 of s with r.:.r CoAi Zst Otri■e 1• Chapter s. 404ft 00 •.alias or as otherwise. indicated. evident at -tat t Siftat.ion of tat sd�d"*d maintenance application. I - . . lesser et sf4 rsgniriaj; t!ltci.sc 1.sa.e.P. cad irrisatloe demise is s.op.raws - y .. . of tea• .. period. • Landscape Contractor shall esamw sespamuLbLiitr► The plants shall be placed iw tee planttnq pits on the . . . • .' • • c with the lmw gearmirs agency �7 `r county) In order to insure continuing adequate soil phosphorus end . card !x+• saafplout Typical samples. 2 Bosch et all for additional meinte�haew. of the laadscapinq until Landacap• contractor will be responsible to reseed bars backfill material which • Ma been ba�ped and water f Tbe'groundeo,# r planting areas shall be hard smoethod otter • ' varieties end sisal (s gallon •ni? under - shrvlss, is gallon . janQ•eagInq is completed and,acceptable. . • spots till germination is Pot eoaplete. ' . settled to the re•otba.22 beet leis before the p2a.comm It of :planting to provide an even, e.00th final finish grad.. ' I potassium nutrition the 16-20-0 should be esed in the post- c• and �.es trees) of plant mn aoO L ,hall hr shrubs. IS eQ for • •' ' t ho plants. :• After setting the plawts, the sumaiaiwq , ' _ `' ate plant' maintenance fertilizer program for the first 6 to 9 S lavish. • miwisua of is as by tors planting rations. . 'asswe sespo—ability .tier sairstainiiag adequate protection of rzX1= cv"rttct % . ' �'kfill srsterial shall be aswfttlly taw �r ate siett.lee . saddlyj of Lew Areas Water Management speeiaHst mronths.. beginning approximately 30 days after planting . 7 n4 the swam•. D.pair taa&gel etas• immediately. .Alwrhd Sack •sewn to fill all voids. this fertilizer should be applied at the rate of 6 lbs. per • •. ' finish !r'e , . shall be as indicted. f Install sod otter lawn areas which or" to be sod'dsd art 1000 sq. ft. on a santhly basis. Mhen plants have becotse . Ldt tree mW akrwb s1+all bee placed in tine •:•slot _ of the setatilled, soil eonditieness Incorporated, rocks sad debris well established the frequency of fertilizer applications qa � a.� ism ow the con reef a y, ter . . •f-c , . . s• Alt t�lstite et•bYir ta �la+dml mertfkr. During the ♦ i.l foot s . . >Tinish grad.. wdall M measarea oaths tin.! ester compacted ale � shall be set pio,■b •asd bald rigid ift poritSoet f+me+•d. . . ' - �eece•s of eenstsvctiew W alto shall M seat and class ,at and wattled surtace grades and •ball be within sf . �srt11 the plartl�rq'►•ti�t122 �as heart tanmd trwa round each 1 can be decreased. . . '-all tills . the opot elevation pna Trade lines indicated. toethall: . . _ - a - X, . _ ---- -- --- - - 111_ - - _ - - -- --- -_ . e tt SHEET DESCRIPTION TITLE M� NOTE5: rN— GENERAL NOTES GNI ENERGY NOTE5 i COMPLIANCE f t *In PLAN 2 A-1 FOUNDATION PLAN A-2 FLOOR PLAN FRAMING PLAN A-5 _SECTIONSANT_ELEV. A-6 ELEVATION A A-7 ELEVATION B A-B ELEVATION C i PLAN 3 I' A-17 FOUNDATION PLAN A-1B FLOOR PLAN A-20 FRAMING PLAN A-21 _SECTIONSAN_ T ELEV. A-22 ELEVATION A A-23 ELEVATION_B A-24 ELEVATION G Y PLAN 4 A-25 FOUNDATION PLAN A-26 FLOOR PLAN r A-28 FRAMING PLAN 4-30 SECTIONSANT ELEV. A-31 ELEVATION A A-32 _ELEVATION A_CONT. 4--33 ELEVATION B A-34 ELEVATION B_C_ONT. A-35 ELEVATION C A-36 ELEVATION C CONT. I' — _DETAILS DI FOUNDATION DETAILS Da STRUCTURAL DETAILS plA STRUCTURAL_DETAILS p?S _ARCNITECTURAL_DETAIL_S p� ARCNITECTURAL DETAILS p ARCNITEGTU2_AL DETAILSD4� FIREPLACE DETAILS 'ER T. S ONA TA PALM DES f l \ \ Tit u ry/c r(o%q(e I I 1535 South U Rrest9 San Bernardno9C A. 924008 -- i { Phone:(909)381 -6007 `I � I i I i i t j • • 1 RECEIVE® APR 17 1997 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF PALM DESERT REMSi S O cn SINRAZON ism L �mo. C.RAvmct, PR0Jhz7(714)&V-6M FAT(7f4Wz-15V 7 *"I- T- —j AII .4,, 71 �,e S PEC0* CATIONS F61t A4- GENERAL' rry STANDARD' 9ES' IDENTI AL CONtTRualuN -4'. 7 -HAVE SIMPSON P&S AND ALL ISOLATED POSTSAND bEAMS TO ,kp PC'S '.M I N. UNLESS OTHERWISE NI -40- 0 HOLD ALL SIMPtON,.HO,-PA AND C C�yNk 0 IJE-FAMNED TO -4 4X4 POSTS MINtMUM. 3 ALL HARDWAR M E17T E TO BE 91 PSON OR OR WALLS ARE TO BE SECURED WITH I IT DIAMETER X I N .4 R SOLTS.e 72* O/C. UNLESS NOTED OMRWISE A PLAN -0 N* �A 4s. -5. ALL-INTERIOR WALLS TO BE SECURED WITH S140T PINS PER 0 UNLESS NOTED OTHVMSE L MANUFACTURER RECOMMENDATIONS, T.AS IN FOUNDATION PLAII STRUCTURAL CALCULATIONS GOVERN IN 41 OIC. AT Sh-EAR 36 ALL CASES. RECOPIME14DED RAMSET *3340 C WALLS AND 413' O/C. AT NON-SHEAR WALLS. (ALTERNATE-- DMARK 1947067 OR EQUAL) A.�Ir A et F, f -OUNDATION NOTES r LAY L.A\1 CONCRE it: SLAB T�MP-SOIL TO RECEIVE 3 Th LIYET A FIk '-SAND AND6 MIL VISQUEE + WITH IP 10;0 10; 6*X6 F.W.W.tt OVER 2 d C_ - 8 -PREPARE SOIL TO RECEI Comma %A9 am w yi Y 1/2 ADE C ,' CONTINUOUS FOOTING 19349.-- 0, 6" CONCRETE CURB r0H w 12'. E.* B CONCRETE CURB 42 F .6'STEM FOOTIND WALL 8" STEM FOOTING WALL, I A L CM 04 �7EEL DOWELS 0 ZC O/C. AT SM OR PORCIi ;;fA ' bU ng P,*,J f *64"e'�strtiCtUral--.�intelrity,.O W1 A 05 SfEEL BARS FROM FOOTING TO CEMENT CAP . ML 3 of ,t,r, WWII H FELT JOINT.AT PERIMETIER 'di f ball, heL! 0:116e, peans K 2 1/24 D IAMi STEEL BUMPER GUARD WITH 127M 12" DEEP CONCRETE A FOOTING c; 1k DCEP SCORE CONCRETE MVE INTO FOUR EQUAL AREAS.314 1: oe 'M -3*-0* WIDE CONCRETE WALK C N -30- SO. A/C:CONDENS Eg PAD F b DEEP CONC. PAII 'SQ, X DEEP CONC. PAD P ILA) SQ. c!) DEtt) COII PAD Q 3(a SQ. X (D (D R 1) HD!- IRER SPECS. L PER PIXT. VOLTS AS PER MAN'JFACft CD r -I-.r -�� "t 4',f4 SEE DETAIL�o SPt CS.S 'PER POST.*IMLTS At PER MANUFACTURER u %n ITub 41A, . e C% ;L If 4- r Lf4v .1 1 1 - . . I . . , - , - IL i.7V u 7 AMARK O"CRI MARK : DESCAIP11ON PTION 13 x,'17_�Anchor Bolts at 6voic 2—*4 Provide a totW of 2-*,4 top &2-*4 4W Ir f" 6 AB56,: 1/2%F Its a past 22�m c �,njAnChor t 56'a/ A864 1/24 bo=m, _3 k1V'0nchorf3 -*Z �Anchor Baits bottom. 3' A840 o k,12. at,40'0/C -past po= Pro M-I a=31 ct 3-*4 top &3 —*4 A648 IA o oft at 4801c 3 4—*4- Prav�da a total cf 4l#4 top &4-#4 1/2;o x,12-'Anchor wc 0 X�12WChor BdIts 24*01C A632.,, at bo ftm,3' past posts o x(12!VAnchor Botts at 16"c1c H02A :0) Simpson H02A P A824 V2 616 1/2" '%Ancho er post. t7 IBS, /.- 2 xtlz rboltsat iro/c D5A (1) Sknpson C)SA per post post 624X: 'Am 0 X�l 21,1Anchor Bolts at 2 HDGA : 1) Simpson HOGA per AC8A :(1) Simpson P 131 6X: 'A"0 x�l 4riAnchor Bolts-at 16,otc -H DUP ost A er p H02M .020AP 144 N ABSX 1/2"o x 4JAnchor at 860/ (1) Skoson F er post L F_V. bolts 124,�An D22 per post. PA I zoo chor Bolts (1) Simpsor,,PPAH 2AB 0 X�12 HPA2P:(1) Simpson HP (3) IA "�Anchor Bolts AH022-2P per post 4 (2 3AB Lf) 2ABX (2) 'Am o xM X,'Anchor.Bolts M17288: (1)Simpson MTT288 per past tl 4'Anchor Boft 3ABX ; (3) 1/2"ox 2ABXX (2) 0 14? nchor i3olts 3/# -7 M LA I+et 0. o.7 A 'Joe, Air t jr �v Ar 4K;7eK 20 41, 7 a r ot. 10 dt A .7r AAIJJ t A till le 140 Af .4 1ft4: 4 40 --v, tot* f i7994�-" INDATIO A .1 )7 r Tw. P. AV. t L rz Wm A W N 4 T VA Y. 4-, A i:4 J A '4 :% A J7 t T 4, A A. 0. 4 ilk VZRT" joint" Wx� 1`�,4 Aif� -A' V._ ..Zj , - - : , 4z: X1111,6 .. K_ I- rrAL ffbW /OVI tw%jov, wl" A WGE . 4 x 4�'-4 ? 0. y$;V 4- r "ZIP b It 94 14 e.�'4;., 4'� '.-I .� I ,,X-�`,r.,- �`��4±1!'� "'; j-�7 fF�' , ,-?- , .4i, - I . I 4 vj 4 �vi .7 S I.,ilv,- W1TH..mANUrAcT0NFR) x A -i,' V.t� -. �7 �Zf' . 4 �;,� v,.I t -7, Al "A v, r Nt jAYQTAg�i '7�� 8;i'AVA' .4 64. 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Y PR-, + - ,_ �..: oLL,U�' M E A(, &AJAGG 19601L =LEFT ELEVATION F ,. =. FONT [ELEVATION - fir ,.,_, r'g $_ i,}•' -�, - r - `f-r� -"'- `_ •.. - .. I�—A - r - _ I - 1 - j. - - _ A - •�• .� ATTIC VENTILATION ;!s �'{� , .,�• Grl• DivE�t1'� C�•I. t71VE('l•�6•� Attic area heeding ventilation = I sq. ft'. „" '•• ALL TRIM BANDS APPLIED TO gLOrs•Fi4CE `fdtREC1EVE STUCCO OI'• .S �. i' \ •.ih' 1 'r '•�, r_ a� v n s 4� _ = 'CON TILE ROOF e t 3 o x l f�sq. in. re )rof ventilation located at a min. of _.. .. < ,�y rj�' K'a ,� r*. • 'y, equal) 4 31-0" above eave vents.) (Harlem Metal products Inc. or a _ _. . .. 1 - , .•' ' . i I - _ `` I.G.d,0.'�2G5CoP q _ . _ 1 - - �• z_-`..`, l4"x ib" sq. in. each = sq. ,in. �'; xa T. \ Q S•! OF ! gable vents k #; .•. - '•''• ! w t EAVE VENTS WHERE SHIOWN TO P RU£ FALSE PIrCFi �� 12. 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Attic area aeadinq ventilation nfq. ft. , .z • -.i - o = A 7 CONIC. TILE-ROOF �� vent3 s 300 X 144 � � 1 s in. ! 'd. ALL M �R•Roup17s 1b t^ Jwith S01 ( sq. irt.} of verftilatieA loc q• a fain4:ot TR1 p t r�J wf `, a at *2 SMAI.•L- F_EA4_LIVF_ STUCco e. 'r-#�'.•i:,'f.,t. .t} , .� 7 _+1'• tP , - �����1-�• ( P.G.fsj..4.'�2G5G • - - 3 o pv above.eave vents.) (Narlen Metal tioducts ,Inc. or al) ' - - - - - ,r _ _ - - a•; ,?..: �-s�t�k5_,a"-'S�-f E's' pt�i w�:,, ti .\ -' �f f �'r� �• t n' ` � U.I�t0 _ • _ r _ - a ,.. -. •t � ��'�b��� (�' gable -ventsr ! sq. in. 'each + sq. in. •. y-- ;.. �< y r _ ;f f'I'fCH 5 �2.f 14•x?�' gable vents'"�! in. each ti in. - - - t`° 1 _ ` 1r"w ° n t;'•*$,� _R r t �, i t 12'x24' do ve q• q• in. 'L. refer en sq. in. eachsq. t typj. .� :.�tw•.>,S'�s_a,•� '�,�,� �♦J.1. 1 ' �'. - -. J . 18"X 9*, dormer vents � sq. in. each � !q. i11. - .. .,_ •� V" .� t - .. _ - _ .. ,. ., � y � • , _ �{` �,` S�tDD(,►t� round vents ! sq. in. each - sq. TOTAL OF 14PPINTILATI011 .. q. 1A'. 010VIDE 2x TR - NN AT SNES(TOP Of TRl1E'/FALSE.•. •r _ EAV� VENTS tWHII SHOWN. *PROVIDE MIN. 1 PERM VAPOR BARRIER TO WARN SIDE OF 2 N , t i + 't y, 4 'rtk tt+s PROVIDE 2x6 LANT-ONC AROUND 000111 ANO WINDO ALL INTERIOR- CEILINGSWS i t �Tt y. �a� ^: + • • r i ! �.�p��. y' :"j. '•. AT $iDE.a AND-REAP. ''��"� {; k t,",��'' `f,ft fit„s a,�� aT k, •, I I - - _ _ ,. - .` - - -'-�. a '� :'a': t •aTii �:�a��l,;'�,9 `k' T. . . � Lt. �IF• Mtn P 1 � a �_• ;4 '�u-� 4`> t , - ` •- b.- �:T . 1• r"`e ;� '• `s :, �' �, f i , STLMO TO BE•A Tf-0EECOAT-SYSTEM• \ J A t. S•NGGo S°FF IT *- FLi4SW AND. 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MANUFACTURER RECOMMENDATIONS, UNLESS NOTED OTHERWISE ► .,,,f1 - I �' I -;-r :7 .1�--_4__ . ' I r i 'O IN FOUNDATION PLAN. STRUCTURAL-CALCULATIONS GOVERN IN I � o ' ' 4; ,, .• -�---- IW� ; `; i I~r,� --� t 2f�}- c� f I ( I I -r ALL CASES. RECOMMENDED RAMSET '•334© a 36' 0/C. AT SHEAR `' ~ i'. -" �"``"" 0414 / I r Q { ; •"' .."' . . % I �' 1 11 -rui> � �- - ! WALLS AND 40' 0/C. AT NON-SHEAR WALLS. (ALTERNATE: OMARK , - I � -10�1 wv- W I ,' ,r be 1 I' .-' , ,/ \ I \\ •47067 OR EQUAL) !A C - 4.ew 2 I / wR. I. ' - . f g �� :. .I�.I -- _ \ D I FOUNDATION NOTES . ,- a II t , �t , y: b _ A F14L, WET TAMP SOIL TO RECEIVE 3 1/2 CONCRETE SLAB _;;, ,, rt 4f A _ ��� t `, (�) 24"X ��% 12"� I l O WITH '10;•10; 6•X6' E.W.Wlt OVER 2' SAND AND 6 MIL VISQUEEN ' ' - : I _L, n n M r GONG• •r'ADS. 8 PREPARE SOIL TO RECEIVE 3 1/2' CONCRETE SLAB ON GRADE :.- } t ; r . s % / �� GoNc. Pa'D• � .•-•t C CONTINUOU5 FOOTING , • I i `I. 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N Y �J n� `J •4 STEEL bOwEl5 +P 24' 0/C. AT STEP OR PORCH i v U � sA U; ;;, _ -p LQ ��/4.� :� ,x. •K 2 1/2' l)IAM. STEEL BUMPER GUARD WITH i2'X12' DEEP comm �'E I z l p~ .,. _ T �,. 4 R ' c k,�: � I- - FOOTING ,.• `� • , d . •L - 5 I -_ I r--- 1 L,--- i'I..I�.!.w._.- . L SCORE CONCRETE DRIVE INTO FOUR EQUAL. AREAS.3/4 DEEP _ •• S F �' a .Io.I.-1-.'*I.....,..-,.7 L II I I..11.-..,.....I.,I.�.1 • I 3 'WI E CONCRETE WALK -.44 w=��,•'_ t t s , 1' t• _ r' I 1 . . I I�I-I. 1 Q _ . ^C--! ' %• J 1),.,..o- ,-',_-1....1..&.-,,,,.,-;- -I j.LvI. - .-,..l;.II.-..---' I._-'..-. a�re4 r` " I K. 1 F I +-- -� N :30 SQ• A/C CONDENSER PAD .-. 3'1 . �4 - . :t t • •, '}': J i - 0� 36'' 2" NC. PAD -k i 3'-e ?/4 �' `►n O el I • ro - itnx. {!7I SQ. X . I . `DEEP CO - a: -> :; ,�.;j,, r'` f ( • �- 1 A I • Q� 'tom ''�f _ I N P 'J� SQ. X IZ PEEP CONC. PAD , " m c• N , IIL_x-r.1I.I=.IY,I....I_L....P"I..f'_IIa--I-I..0._.,.-I_...'+X 1.1I.ItI"."1,..I1/I,I.I,�''I.-,1 I%b �a 4-.I._..tII-I..t.-.tI,-.-,.I..-L'1kI,LL'.I_...I I1.t70.f,T.0..#9-.i.. 4 a" L. fit, �,: x�.. .., r__. '-1 + .N _ `„ '►'' t Q Y 24' SQ. X . 12" 'PEEP CONC. PAD -. ) ,: -L a^ s t I s ' " 1 ' -.; ii R CI) H0- PER POST. BOLTS AS PER MANUFACTURER SPEC - a D• L I.%,=D.5+.I-I_1 4 W--C-001&..-2-.b I,:'_14,I!sA..A I.-y--.+ 1 I-%,,-'NV..11I. .-I r 4 I4I.".a.1 I.-e..:p.II Ir--I0II I-.._I.I 0 I.I--,I II..-. .,-I_--o_I-kN.-I.Y_v...%...#..N I-_.�I,s-..,I.#.I�7'--4_.I i.I. �IIII-1II-I-.j.'1 ie%kX 1_II-.,-..P-'a-,L I-.-..!I-/I.oV I-..t-.,t-1.tb.0.t�II 0)�.-.I.A.'I-O-.I.II f II, /1-01,\._1 I i.zI1%..,.I.3. &I 1 t..f.1.+\_-I..L,I..-_-LL�1.I 1' jj • . I _ N / ! �- . . N cam• 7J v 2 , '. { '. S 1 HD• • P OST • :. a� I I _. I I•-•-' -t � ) ER P . BOLTS AS PER MANUFACTURER SPECS. Q ti R i T !N 1 ,. .; ' - I 1 .I e SEE DETAIL..•_/r i" sth .' . �... 4 _ �, ) I. I . . - _• G I I i ' I Hwy�' { 0 1 .,mil _" V. , ,03 0t ` ' 1 f j ^ , ' { �,1 _I I - A�IG N pj MARK • DES PTION MARK• DESCRIPTION - .t - -!a A 64 : 'A'A 1 chor Its at 6a' N � ... - olc 2-#4 rovlda a total of 2- 2-sa _ ,I�` -.>! • -t. ` - I r I . FITS ley'.p a 1'.O A856 ' 'h'a 12' chor oils at 56' c • bottom '_ .. 2't!, , . } .. .5 -0 O ,5 I AB4a : '/i'0 12' nchor Bolts at 48'o/c 3-#4 : Provide a total o�3-s4 3-#a'- 'I`• �f.t: ; µ< ,, - . "6 3- A840 : 'A'0 12 chor Bolts at 40'o/c bottom.3' ast '` ' ` AB32 : '/i o 12' nchor Bolts at 32 oJc 4-#4 : Provide a total 4- 4-1t4 •r � . I z I,, I -Q .. A 24 'A'0 12'Anchor olts at 24'0 c bottom,3' + t,,,, 'r =)r� � - . SIM. - M d -I . _ Q _ A 16 'A o 11' chor Bolts at 16'o/c 1 im son H a, D2A er �r , } �_ _- - - I 'lj I�n"C" bR N Z ,� . $ A 8 : 'A'o nchor bolts at 8'o/c H 1 Sim on HO.SA @r 1 fit, vi . 16 I _ - 14 d l . . ENI/AWo GU65T w < r l7 _O ib A 4 'A'0 14' C or olts at 24'o/c H A: 1 irtl son H t *, , - N i F. A81 sX: '/i o 14' chor Bolts at 166glc H08A : 1 im son H _ ' _ -4 0 A88X : 'A'v x or bolts at 80olc H 1 H er �1 F�2 �`1f IL= .� - �_ O('TI " _ • 0 H • . 2A 2 'A'o x 12 chor Bolts HPA 1 Sim `' s. Al son HPIW 22 er , ' v ^, t .. ,••.......a.._ - - I. 3A 3 'A a 1z chor Bolts HP 1 im son H AH - et t �' - _ I, `� :. ; •," .I •letlE.St•O�•IL� i I 2A 2 '/i 0 14 chor Bolts M 288: 1 son M 2 er t: ..f` ►y - i- 3 I It . ` - • 2A 3 ,A.a e 414' r o 2 Qe•u .. IV 1 r "0 .►2 --- l - - • _- 3 -tom. 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BUILT-IN DISHOIASHER (VERIFY DIMENSIONS WITH ; „ = t _ .� - 2 I 2- I I MANUFACTURER) ai.:' •o r r L ' i r- t.; .:. ` a t } 3. 30" 3UKNGE/OVEN OA COOi� TOP 41 META 13 - ",•r Z Tit L ,%ND ", ^ l.' r }y r► FAN TO . . 1t < AND M rc 4 PROVIDE f` >v 39 REFRIGERATOR SPACE PLUMBING. FOR . ICE MAKER >aseo WA . .� 5. :PANTRY WITH S) ADJUSTABLE SHELVES. a 6. PROVIDE TRACK LIGHTING. _ _ :''•• CES D R S E O �n x` 8 L R t _ •s' F U ESCEIQT I t LIG 1T DOX , z _ r { - SEE 77 DDL. V N I�ROVItS>�� L ELEC?RICAL AS REQUIRED _ 9. 60 x32 Y PCs FIBERGLASS TUII/SHOWE1t. �' ,{..-'. fa Cali L.3t.COL.' 2'�'3 A6•Sl.. ..�1.� . w w : ,r A [ ,' �--10• 60 x42 1-PC. FIBERGLASS 'TUB ! W S t0 L•R O • ENCLOSURE. - . � .. • "X �. 1^P SHONER URE .I r 'N r ,. 2 r•, x Pc.SL;�RAf. prl ' GSIs'p�1�C>`+7I -� N WITH TER t AT 4D J�Bovt:Retreat ,! 10 13., PROVIDE MIRROR, !!OLDER {PROVIDE `I Lo4 O BACKING AS REQUIRED) . ;,• a 3, i � ' I t STo- -14; MEDICINE CABINET, ALIGN WITl1 MIRROR. " • ' ss 1 ► : ' =4s, ", r Z.•.. tl - - r a , .`r•L.\- :;,1 ' 1?GI�' rtA'b•�I,M� t - ' ; _ 15. LAMZN SHATTER RESISTANT ENCLOSURE. FULLY TEMPERED • _ '-i.r t11<• , `' ' I tuwR• ®e„r s. ATED SAFETY GLASS. - �� k N � >. '' - 't 16. PROVIDE CURTAIN ROD. = - I_#i't' a. s 2( - 17. 42" tt WALL. a' - HIGH STUD o ►' G_f _O - _ 1>I: 2x6 STUD .WALL. .r + ~ ' ,�1' .'r, s.', .. yt. i _ • y - I y . I -• _ - `i _ I• • w LL •R .. ,� a F' I 1 '19. 22 x30 ATTIC ACCESS. `20 30•x3 ACCE S - ► r - tr< •' I - • D .ATTIC S. LOCATION , (VERIFY WITH •• -� -y I� �a �,,��/jj� - �� Fa CONTRACTOR i TPUSS MII11tUt'ACZ'URER) . INSTALLED t,', e. E nu �1 FURNACE S'TiALL MEET ALL -CLEARANCE TO COMBUS'riDLES s., � : t Co:Cad 61•Pig L r VAULT . VAt11.'� kLY - o •yLr" � ' - - - - - tFStl'�.. t : ! >,. , - AS LISTED ON FURNACE PRIOR TO INSPECTOR' S APPROVAL. ;� ; - -;' , ' - - :: ;F+.' ' ►J ei r y , .. _ NO LINE CO ThCT IS PERMITTED. PROVIDE LIGHT ItliTlt ,� t ' :'•`. ',4f T .a t s� t YAill, r► r j SWITCH, ELECTRICAL i GAS SERVICE TO UNIT. -SE>�lI D4 '-• r�r} 'i+4',•, I �}y - '�, .�• •J � ( I >� a y: 1 a w I 1 +.. j • t - �". .� -.. R 21 I METAZ; FIREPLACE (Z .0 D.O. 13507) OR APPROVE ---A- }`' `� •+� :r r + I ? , a _r' � •.a �•may. fi/ EQUAL.1 (VERIFY DIMENSIONS WITH MANUFACTUftR) .W771 CcrA C t, M -11EART11. SEE n �p ttr..i t ,<< � ;: •. '1L� � " � 1 R .� t :Jr :� ` -. •�•" _ �� %f• - ' � t 71 Et 20" MINZf'IU �� ;�. 5 „ , , ..,� _ -, u.. .i '� � s� '� I ! I �• `,��• . 22 AIR CONDZTION)rR PAD LOCATION. �-. '� t ` r+ • i -�"t---�""' a 3' WITH QUZC�K bI�CONNECT. -'L�;i,.> % 23."- 50 GALLON UZCK RECOVERY WATER HEATER ! cs4 t Q I Tt P¢ E f TeMP , •� iar Y `r t s z " ' i� #tELIEP VALVE TQ OUTSIDE (WITIlZN 6" OF FINIS1t:tRADE ''`"-'`=' "' . � • ',.j•;�. < 1,,- :I .., •. .� <a \`•� t .' I • • �r s, 9j ".,t - � t r - ) �.• RIGID WOOD PLATFORM. PROW DE NON-RIGID ON 18 ilIGH � { �` a' J°�CotiG I C • i • CONNECTIONS` AND STRAP WATER IIEATER FOR LATERAL �• �Xl• -'" N��ll1 -'� SUPPORT. pelt uw ►eeZ(c r3ro 4.wc 50�. f a 'qlw_ c A > > • A M t• 1R , •>,r Iti ,. ; :/+•r•/� ti : .1 :" V UVT J Q I 2�. 18 HIGH 1iO0D PLATFORM WITH RETURN AIR GRILL FOR r 'T' A,U. � PROVIIDE CONDENSATE LINE TO OUTSIDE OR 2 j � ov�o o Ir. :.< RA , r.• ? X _ i" 29: SO IN. LOUV ED VSNT tiiIT11IN 6 OF TO � ER P AND 80TTOM t- >~. FOR HI-LOW COMBUSTION AIR. � 'fl �.!• t.l -F --T Q O _ - r 's 7 2 •r" x � ,i 3- 0 6 i•. tZA IS[;D PA L D M W 7 6•� V E 4 O�✓ N •'2 �9 ,J 'PROVIDE I ATER A E N 1-DE REC>+SS ST LINE: FOR ASH R. u 7 I' � r {. •r fir. ! 'Ti•-- � M .. I` v T G w:. I.Fi e a N M - �=A l 7 v ENT i•3 � 2 R AS RED,. OVID D RE I./ P TO E RY R O.E N QU 1 B��rr� _ r ) Cr A >3• J Q vIE v-t3ol. pTHER- 00 e� et :LONG MAX. 1►I'PROVED �, :� �• Vpa1L X .(OR 1► DY UUfLDING OFFICIAL) . It `i 4 iJ s B ElI !, E 2 3 ROUND GI ST EL BUMPER U !cG GUARD..•, 36U SEE Q DI o 3tj _ ' 29• WATER „PR000 GROUND FAULT INTERRUPT OUTLET. 30• 11OSE BIDII WITH SitUf`�•OFF VALVE ANTI-SIPHON t �•: r. 4� 2 � nip I' t /t g t* I it ANTI-SIPHON. � ,•:= � 3I HOSE eIDD W � t, , •P O - 6 Z .I "ti w , � �I, 3 2 C I'• REEK'14 x SC ED GAR V `af_ - t t _ I • t - 1 - \ 2 l I � r- "�` E P�i XIIA S 3. E T A E F r U S L P D' N 3 AN: A 4 ROV I Z, 2 F C G IN I M H� t r t - _ � t I .g I , ; \ Al R CHANGES' PER HOP R. � LIGHT AN ..r � J i �) ( G IT F COMBO. ) . t,. `s 4`�'.,..,i -.i:.r-_ 1 - - .. 1 '{A (o - ( - _ '" •� >;,''. {. 1 'aQ FV • I 34 . 'Zxb 4S JAMBS• - - '- a `rS' _ U) 3 5 :` 1- _ N , - �. 3/ .�E ECTRIC METER i SERVICE PANEL ( de AMP. 1 �• ) >,� a s: , . :3 �.•t: a � .. � � -., :...:..i., WARd':. •. .- *7� . � 6 �- +� ,fir--� Q � •-�� • #'.�, r °4, •T I } - _._. 3 ROVIDE;SMOKE DETECTORS AT THESE LOCATIONS.- AUDIT3 � •� . �y -,- �:�•',•, ,. . : . ' •` "• ; + _� t•'". ,,'' _ � �,;,' ..- S CJ �, 11LARM Td SOUND IN EACH SLEEPING ROOM SIMULTANE x z fCh _ M -;,•.:_ _,`;',-:�., .� ; � ?j3 , _ s i' WIRE ALL TO HDUSE ELECTRICAL i PROVID ' - •:'� 1: BATTERY r•k>�' �;,.,. .,t � � I 4 � J� � ,. I - .-. �., a_ 3. , .t:� �' F - N BACK-UP. � _ 'T.I^. ru. •i V a�a lr� \ s' - - N .:'37. R VI " Y w s . 4 P 0 DE S/8 T PE X rGYI'.DRD. ON MALLS UP �'0 � .; d 1 I I I T ( r E ! r C ILING 'S JEATRIN CEILING/ROOF C AT GARAGE J• ;'( ri• '4' _ •x C SIDE FOR •e � a + G t _ f d �CO rj 1. ►!1 2�0 aCp - 3 I 33 I - _ ___ - r, O REQUIRED FIRE AREA-SEDER TI OPT . � I \ A ON. (COVER ALL ` tip, ski , ,, '\ i t ..•-N ..*; �- �rt - {`� MEMBERS SUPP RTING 1t 1J s 1 1�' �' I _ O 0 SE FRAMING) .. �• ti « r 18 " ,t 0 _ o�A� R : 10 AT.` C t _ _-- - _ _ _.- � • _,-- _ -- , - PROVIDE 5/8 TYPE X GY(,,,��iD. 11T GARAG£ CEILIRG. ;,. to .••: f• __1 i a pp 1 - _ S s r .7 2. _ t. I� r I _ 2 k _ Jf , kJ. 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I-.-.-N.-.I1 c tc - , _or Nam , t ,,. o -J • 5 , O,r . - �' -AL , T -1M ANb 5Ut�oUNtas o E ' ' 14 Iz , I - �-=- 1 ATTIC VENTILATION �,�� AND St-I+�LL, �EG�tV� S cc�o STUCCO TOBE A THREE COAT Si^STEM. `,� a - I:,?+�+' 15101 T G.I. t71VE�E attic irta needing ventilation (03 sq. ft. - "�__ 's,_ Ov Z U N O o �-- FLASH AND CC)UN'TERFLASH ALL EXTERIOPi OPE>\IINCa& . cnCs - l00 x 1�� w sq. in. req d,. .: ti �r �;.._ (xitA 50� ( sq. in. 1 of ventilation locL2�,it�ed at a alin._of WEATHERSTRP ALL EXTERIORWORS PER UBC 1707. - < . -. k., . , . • - J•-0' above cave vents.! (Harlan Metal Products 'Inc. or equal! PROVIDE,2x4 TRIM AT SIDES/TOP OF TRUE/FALSE ► ' ' _, X: , ry4. . . �� CONC. TILE ROOF �\kI 1� x ' q• EAVE VENTS WHERE SHOWN. .. >. ;, ' ;� I - 1 gable vents ! sq: in, each s in. PROVIDE 2x6 PLANT-ONS AROUND DO ORS AND WINDOWS r o ' . r}r• I..f 0I.-1 I I . . . I I .. -, I . . . . r - M p 4 G•I. 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I + =o - r�- V "'VVV/// nk` �., . ,' ; \5 . I i A • � _A; I _ ' , - - - -. .• _ �. �: < R 1 � I ,11 4 \�V!/C/)�) W :, + I I I . t Fi > ` ~ l`' IZAI eCD co PA.tal_� ME AL . . P\OL- u� MTLr• CaA,A-I 0od'L W. - _± 'i - '" ►ice - , _ W/ ' x , 4- VA TO - � - _ FRONT -ELEVATION _ • Oi- . LEFT ELE _ . , _ . . -- . _ ' 1 > 1 ' Z 12.1YP t p_ C W_;A. . � � C `'. , - , a t -b'ZI i •_�IM AN�b �UMZOUF46s Yo $E i W,� , • T _____-_ •ATTIC VENTILATION �xCP ANC '!;,MLL �EGIE�/E STUGC _ �. �. .. sq. it. ,.. ovf�z U.1'I.o. . a. ! I dIV 'r G.1. 171VEKt(E1t Attic area needing ventilation - c `� t I - ents 300 x 144 12Co sq. in. zeq'd. i' s„ .:. : .. - 1 _ M _� - (with SOt ( sq. in. ) 'of ventilation located at a min. of r, z;r : c U 3'-0' abovt'eave vents.) (Harlem !fatal Products Inc. or eQualt PROV(DE 2x4 TRIM AT SIDES/TOP OF TRUE/FALSE i r- • I I; ' :• c 'A FAVE VENTS WHERE SHOWN. . • - 2 �4 tmr�.M.ME#z vF,NT :4. K'�' -� ' ' CONC. TILE ROOF -yP or � ab $ .Z - q• 'I- q' PROVIDE 2r6 PLANT-ONS AROUND DOORS AND WINDOWS ;r' .� I 'r 14' gable vents • ! sq: in. each . s in. w -,_w' . U I FLA'SN q• AT .IDES AND REAR. ' �I,Irt-1iii" I.G.ij.0?a5G1- -0R 12'x24' dormer vents! l sq. in. each O sQ. in.. ' '; �DbN: ]8'x 4` -dormer vents ! sq.. in. each sq. in, ' APMz°Vbb FACIAL, sound vents ! q. q• " i0 N• s in. each - s fin. �+r. t _ 'TG QJ' 12 �Q w TOTAL OF , VENTILA'fIOt1 'jjSCo a in. ' 3 • ; - , 117e6 ''PROVIDE tSIN. 1 PERM VAPOR BARRIER TO i�1ARM SLOE OF _ AEY 1= ALL INTERIOR CEILINGS. _ • i i c •8 -Z I !2 G x.,J ` f, v - 2. _ 0 . . . Q LIP - ' i I - 'ri C.is3Nr ¢{{ . : j , f FDN. ADDENDA, � . . ' . . . : s a . ' I /r/ / i/ A ct-a• Z O (�� 2� .. -1 I W�y- 1 b+I. ; ... a .: t - /\ G�(/'1[�'1' IGK _T - I- - - - - � ..f• ;.. . ` ` i Y .. . ram_ `, . C, - • . vid ,A .` 1 • . . I• Mfg ¢ I �.� 18r ::., . rU _ r` • FLR. PLN ADDENDA- - � ' • � ' �� � 's": � - ___ f• , �I f r � . Cor OVBPL AM - - I • . ' / r r � _ t �'' • ., . . 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