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PP 1991-469I t -75 CITY OF LA QUINTA PLANNING & DEVELOPMENT DEPARTMENT 78 -105 CALLE ESTADO LA QUINT., CALIFORNIA 92253 r. PLOT PLAN APPLICATION Case No. Al— Date Received In order to process your application in a timely manner, please complete and sign this form. The information which is required to be shown on the plans and submitted with the application is stated on the back of this form. Failure to provide the required information is justification for rejection of the application. THIS APPLICATION MUST BE ACCOMPANIED BY A NON- REFUNDABLE FILING FEE OF $ 75.00 AND 8 COPIES OF THE COMPLETE AND ACCURATE MODEL HOME COMPLEX PLAN. Name of Applicant Century Homes Communities Phone (714) 381 -6007 Mailing Address 1535 South "D" Street, San Bernardino CA 92408 _ Street City Zip Code Legal Owner CTB Associates. L.P.. A California Limited..Partnership Address 'same as applicant Proposed Use Three unit model home complex Location of Property (Address if known) Northwest#��t� l Q 4ff�t__W'75,00 i0 Drive and Sanita Drive Assessor's Parcel Numbers-. 604 - 175 -07,08 & 09 Legal Description of Property (give exact legal description as recorded in the office of the County Recorder) -- (may be attached) Lots 245,246 and 247 of Tract No. 23269 Signature of Applicant Signature of Owner KerVt Armstrong, PFoject Date r _ Date r _' T4tyl 4 4 QumM MEMORANDUM TO: SAUNDRA JUHOLA, CITY CLERK FROM: GREG TROUSDELL, ASSOCIATE PLANNER VIA: CHRISTINE DI IORIO, PLANNING MANAGER DATE: FEBRUARY 27, 1997 RE: BOND RELEASE Enclosed are two bonds that were posted for the model complex at the La Quinta Highlands by Century Homes (Plot Plan 91469). Both bonds may be released. If you have any further questions, please call me. MMCITYCLERK -C 0., � ���► Insco The •uv•ru�7•••viin•uv•r•.i�i • vu•••u�i•►•vii'► �J osco /uico• Group CNM '- c ' BOND NO: 223895S c i INITIAL PRE%IIU%I: $50.00* c SUBJECT TO RENEWAL. c C� C c�c C That we, CTB ASSOCIATES L.P. , A CALIFORNIA LIMITED PARTNERSHIP , as Principal, Cp and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto eA SUBDIVISION IMPROVEMENTS PERFORMANCE BOND MODEL /SALES OFFICE CONVERSION KNOW ALL MEN BY THESE PRESENTS: CITY OF LA QUINTA W as Obligee, in the sum of THREE THOUSAND DOLLARS****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �i (g 3.000.00* ) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and �? successors, jointly and severally firmly by these presents. f� THE CONDITION OF THE OBLIGATION IS SUCH THAT: WHEREAS, the above named Principal, as a condition of the filing of the final subdivision map of (Tract: Parcel) Map No. 23269 ly'• entered into an agreement or agreements with said Obligee to complete the improvements specified in s 0 j said agreement or agreements. C 7 A� NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or by Obligee without notice , agreements during the original term thereof or of any extension of said term that may be granted the with or to the Surety, this obligation shall be void. otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said • Surety is hereto affixed and attested by its duly authorized Attornev -in -Fact at UPLAND Z t 20TH California. this day of DECEMBER .19 91_ . "PRINCIPAL" "SURETY" LTB ASSOCIATES L.P. , A CALIFORNIA LIMITED DEVELOPERS INSURANCE COMPANY =� PARTNERSHIP Communities, General Partner By: :'Cn,1tury Homes �'� BY: •MONTEON Attorney -in -F act � '• ` � SUSAN C. _ � 333 Wilshire Ave. Je. y. cCue, Assistant Secretary Anaheim. CA 92801 (714) 949 -141-1 c�J � FORM Dtl 13 (REV. 1185) c :9 n.. nn... n... n...nn...nn.►,nn... � n�,�+n,.��n.�.�n,.�.(n . nn,.},��+n.. n n n�'��\��.f,'^,,•st4f"�n r ^ %cY• l'lV•.•vi/•N� }•J•••v •J •.•�iV •tRi•J •t•V 7't •NUV•NCr V•t•tr t%•t•V t%h•VV•NUV•NV V•.�J•.%•t i/•••U V•.•l'�cY•t %5,Y -0-1:"y •v 01 •t•V ® n,sco Insco/Dico Group The cl/ �. BOND NO: 223896S c C� INITIAL PREMIUM: $50.00* C G% SUBJECT TO RENEWAL. C C� SliBDIVISION IMPROVEMENTS PERFORMANCE BOND . c �r MODEL COMPLEX RESTORATION Z�l (Walkways, Driveways & Parking Lot) KNOW ALL MEN` BY THESE PRESENTS: � C That we, CTB ASSOCIATES L.P. , A CALIFORNIA LIMITED PARTNERSHIP as Principal, 4 and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto Co � CITY OF LA QUINTA ) c *� s as Obligee, in the sum of TWO THOUSAND DOLLARS****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** :r (S 22000.00* ) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and = successors, jointly and severally firmly by these presents. ) C r� THE CONDITION OF THE OBLIGATION IS SUCH THAT: N WHEREAS, the above named Principal, as a condition of the filing of the final subdivision map of (Tract; Parcel) Map No. 13254 —. J 7� entered into an agreement or agreements with said Obligee to complete the improvements specified in s� said agreement or agreements. C '• ss� .7 NOW THEREFORE. the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or G "� 'j agreements during the original term thereof or of any extension of said term that may be granted by the Obligee with or without notice :,) C to the Surety, this obligation shall be void, otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said c� iSurety is hereto affixed and attested by its duly authorized Attorney -in -Fact at UPLAND c �F California, this 20TH day of DECEMBER .19 91 f, "PRitiCIPAL" "SURETY" r Ni CTB ASSOCIATES L.P. , A CALIFORNIA LIMITED DEVELOPERS INSURANCE COMPANY PARTNERSHIP I. BY: Centar! Homes Communities, General Partner 1 BY: C A: SUSAN C. MONTEON Attorney -rn -Fact e 333 Wilshire Ave. � C4 JC Ass.istant Secretary Anaheim. CA 9280t ( 714) 999 -1471 FORA D1113 (REV. 1185) n.. nn.• n ..nn...nn...nn n. n n n n n. n n n.. nn nn n 'C T-i'T 4 4 Q" MEMORANDUM TO: Greg Trousdell, Associate Planner FROM: Hector Guzman, Assistant Engineer I a DATE: January 15, 1997 SUBJECT: Plot Plan 91 -469, Model Complex I have reviewed once again the model complex site on the northwest corner of Sanita Drive and Las Vistas (Tract 23269). The outstanding issue regarding the wrought iron fence has been satisfactorily rectified. hg Post -W Fax Note 7671 Date j pages To S. &, e- -rf" A1C From C Co. /Dept. / rv� �S Co. �O Phone # Phone # " Fax #��— —ooe I Fax #4' —n —7 r FAX TRANSMISSION City of La Quinta 619- 777 -7067 Fax: 619- 777 -7155 To: Ms. Doris A. Benoit Date: January 14, 1997 Fax #: 909-381-0041 Pages: 1 From: Greg Trousdell Subject: Model Complex Bond Release (Tract 23269) COMMENTS: Mr. Hector Guzman in the Public Works Department has stated that their Department cannot authorize release of the Bond No. 2238965 until screws that were used to install the trap fence are grinded down to be flush with the sidewalk (i.e., no sharp edges). The hazardous areas have been marked and Hector can be reached by calling 619- 777 -7075. The Building and Safety Department has authorized release of Bond No. 2238955 since the garage conversion work has been finished. If you have any questions, please call me. Faxcentury-c T4ht 4 4aQumrw MEMORANDUM TO: Greg Trousdell, Associate Planner FROM: Hector Guzman, Assistant Engineer I DATE: January 14, 1997 SUBJECT: Plot Plan 91 -469, Model Complex I have reviewed the model complex site on the northwest corner of Sanita Drive and Las Vistas (Tract 23269). I have marked in red paint areas that need to be addressed. The problem is that when the wrought iron fence was removed from the sidewalk, some of the bolts or screws that were used to attach the fence to the concrete were not made flush with the sidewalk. Since these screws appear to have been sawcut, they have sharp edges therefore creating a hazard. hg T4t�t 4 4Q" MEMORANDUM TO: PUBLIC WORKS DEPARTMENT BUILDING AND SAFETY DEPARTMENT FROM: GREG TROUSDELL, ASSOCIATE PLANNER VIA: CHRISTINE DI IORIO, PLANNING MANAGER DATE: JANUARY 3, 1997 RE: PLOT PLAN 91 -469, MODEL COMPLEX Century Homes has requested release of their bonds for their model complex at the northwest corner of Sanita Drive and Las Vistas (Tract 23269). A copy of their written request is attached. Please determine if the temporary model complex improvements have been removed. If you have any questions, please contact Greg at extension 7067. Thank you. Mmbond -c �r CENTURY DOMES Century-Crowell Communities December 2, 1996 DEC 0 4 I' � �� LJ CITY CF LAQUINTA PLANNING DEPARTMENT Jerry Herman, Planning & Development Director CITY OF LA QUINTA 78105 Calle Estado La Quinta, CA 92253. Ref: Bond Cancellations, Tract No. 23269 Model Complex Restoration, Bond #223896S Model /Sales Office Conversion, Bond #223895S Dear Mr. Herman: Topaz Associates, L.P., a California limited partnership, By: Century Homes Communities, a California Corporation, its General Partner, hereby requests release of the above referenced bonds. The models have been converted and inspected by the City of La Quinta. If you have any questions, or require additional information, please call me at (909) 381 -6007 ext.51. Thank you. Sincerely, CENTURY CROWELL COMMUNITIES Doris A. Benoit Secretary of Operations M.- u \p \d \bondtop7.WP5 Please /handle the attached, Tom— Greg - -� — n —Leslie— Stan-- - rFr'ank if Betty 1535 South "D" Street, Suite 200 • San Bernardino, CA 92408 (909) 381 -6007 • FAX (909) 381 -0041 `•' > �� � .I;�. ��. ��1 �� �1• � - �l�ti rc�1 �l.r,1. r� � ��� ,ri.. l - � �,�� �,n�. �-.�� 111,.1 r,.c�1lc,� l'. �:i/•i•Vt/•P(�V •v•7•••u J•••V V•1•UV•••V V•• NUtY•NVc:/•Nli tY•NUtY•NV V•NVV•••UV•••V tY •► •••Vt7•••Vt%•NU Vh•V Uh•V i/•�•l'.r V•••V C/•••VVJ �J c Of �® ;,sco The Insco /Dico Group c� � C' c c BOND NO: 223895S� c INITIAL PREMIUM: $50.00* C SUBJECT TO RENEWAL. SUBDIVISION IMPROVEMENTS PERFORMANCE BOND MODEL /SALES OFFICE CONVERSION KNOW ALL MEN BY THESE PRESENTS: el c c� ;F c C C�That we, CTB ASSOCIATES L.P. , .A CALIFORNIA LIMITED PARTNERSHIP , as Principal. Cn and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto C CITY OF LA QUINTA as Obligee, in the sum of THREE THOUSAND DOLLARS****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (S 3.000.00* ) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: WHEREAS, the above named Principal, as a condition of the filing of the final subdivision map of (Tract' Parcel) Map No. 23269 , entered into an agreement or agreements with said Obligee to complete the improvements specified in said agreement or agreements. NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof or of any extension of said term that may be granted by the Obligee with or without notice to the Surety, this obligation shall be void. otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney =in -Fact at UPLAND i California, this 20TH day of DECEMBER 19 91 �i "PRINCIPAL" "SURETY" v) 7 ETB ASSOCIATES L.P., A CALIFORNIA LIMITED DEVELOPERS INSURANCE COMPANY PARTNERSHIP 'C ,hl7i~ury Communities, General Partner By:: .Homes BY: •MONTEON ? SUSAN C. Attorney -in -Fact 333 Wilshire Ave. e� cCue, Assistant Secretary Anaheim. CA 92801 (714) 999 -1-x'1 :1 FORM D11 13 (REV. 1185) %F!' .• nn.�•.�+n.•.nn.•.nn.•.nn.• nn.•.nn •�n� �+n��n.�nn.���n.�.�n • nn.}�.�n n n nn.• nn �+ . ,nom n��+ rr^ %t/• VJ•HVV•H \j •,%h•V 'J •,•V•Y •,'V J•NV J•, 3 n sC 0 The c� 01 Q( NVCI•�•v i/•NCr J•NVc:/•HVc%•NVJ•.•VJ �•V •.%•� - '•�VJ ,•V Jh•V tY �•V i/•NUa%•NVt%•�•V J•,•V J Insco/Dico Group DM BOND NO: 2238965 INITIAL PRE%IIU`I: $50.00* SUBJECT TO RENEWAL. StiBDIVISION IMPROVEMENTS PERFORMANCE BOND MODEL COMPLEX RESTORATION (Walkways,.Driveways & Parking Lot) KNOW ALL MEN BY THESE PRESETS: :J �f �� Cv That we, CTB ASSOCIATES L.P. , A CALIFORNIA LIMITED PARTNERSHIP as Principal, and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State �� of California and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto C C CITY OF LA QUINTA as Obligee, in the sum of TWO THOUSAND (S 2,000.00* ) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. 1 THE CONDITION OF THE OBLIGATION IS SUCH THAT: C �; WHEREAS, the above named Principal, as a condition of the filing of the final subdivision map of (Tract/ Parcel) Map No. '� 69 ID 611 entered into an agreement or agreements with said Obligee to complete the improvements specified in 1:1 said agreement or agreements. NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof or of any extension of said term that may be granted by the Obligee with or without notice to the Surety, this obligation shall be void, otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact at California, this 20TH day of DECEMBER "PRINCIPAL" CTB`AS.SOCLATES L.P., A CALIFORNIA LIMITED 'PARTNERSHIP BY: Century Homes Communities, General.Partner o er OECTe ss1S an ecre dry C� J F i FORM DI113 (REV. 1185) • i�1' "SURETY" DEVELOPERS INSURANCE CONIPANY '19 91 r, BY C . SUSAN C . _ MONTEON Attorney -in -Fact 333 Wilshire Ave. Anaheim. CA 92001.) -71 A ,Onn I A'71 FROM: VIA: DATE: RE: n e AN m 3 MEMORANDUM �- (2E- G PUBLIC WORKS DEPARTMENT iT DING AND SAFETY DEPARTMENT GREG TROUSDELL, ASSOCIATE PLANNER CHRISTINE DI IORIO, PLANNING MANAGER JANUARY 3, 1997 PLOT PLAN 91 -469, MODEL COMPLEX Century Homes has requested release of their bonds for their model complex at the northwest corner of Sanita Drive and Las Vistas (Tract 23269). A copy of their written request is attached. Please determine if the temporary model complex improvements have been removed. If you have any questions, please contact Greg at extension 7467. Thank you. 0tv, Mmbond -c B_�S. PiCA F77 D � D N � JAN m v '��:�i CITY OF LA.OUINTA PLANNING DEPART ENT V TO: PUBLIC WORKS DEPARTMENT BUILDING AND SAFETY DEPARTMENT FROM: GREG TROUSDELL, ASSOCIATE PLANNER VIA: CHRISTINE DI IORIO, PLANNING MANAGER DATE: JANUARY 3, 1997 RE: PLOT PLAN 91 -469, MODEL COMPLEX Century Homes has requested release of their bonds for their model complex at the northwest corner of Sanita Drive and Las Vistas (Tract 23269). A copy of their written request is attached. Please determine if the temporary model complex improvements have been removed. If you have any questions, please contact Greg at. extension 7067. Thank you. Mmbond -c CENTURY HOMES Century-Crowell Communities [ECRVI December 2, 1996 DEC 0 4 j CITY OF LAQUINTA PLANNING DEPARTMENT Jerry Herman, Planning & Development Director CITY OF LA QUINTA 78105 Calle Estado La Quinta, CA 92253 Ref: Bond Cancellations, Tract No. 23269 Model Complex Restoration, Bond #223896S Model /Sales Office Conversion, Bond ##223895S Dear Mr. Herman: Topaz Associates, L.P., a California limited partnership, By: Century Homes Communities, a California Corporation, its General Partner, hereby requests release of the above referenced bonds. The models have been converted and inspected by the City of La Quinta. If you have any questions, or require additional information, please call me at (909) 381 -6007 ext.51. Thank you. Sincerely, CENTURY CROWELL COMMUNITIES Doris A. Benoit Secretary of Operations db u \p \d \bondtop7.WP5 1535 South "D" Street, Suite 200 • San Bernardino, CA 92408 (909) 381 -6007 • FAX (909) 381 -0041 ��V•�•VJ•1•(�V•NVY•NV•Y•NV J•NV J•NV•Y•• ••Vi/•••�ii/•••li J•••V ilh•V V•NVt/•NV J•••V t%•• •••VJ•••VJ•NV Jh•V• %•••V V•••v tY•••V ✓•••VV� � ins Insco/Dico Group ® � Je) (14! G' 0, 0, e, r 7 KNOW ALL MEN BY THESE PRESENTS: C C BOND NO: 223895S� c 1NiTlAL PREMII'N1: $50.00* C SUBJECT TO RENEWAL. C SUBDIVISION IMPROVEMENTS PERFORMANCE BOND MODEL /SALES OFFICE CONVERSION @15 Q-1 7 C�C c� G�That we, CTB ASSOCIATES L.P. , A CALIFORNIA LIMITED PARTNERSHIP , as Principal, and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto Z C CITY OF LA QUINTA Z c� s as Obligee, in the sum of THREE THOUSAND DOLLARS****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (s 3.000.00* ) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: WHEREAS, the above named Principal, as a condition of the filing of the final subdivision map of (Tract; Parcel) Map No. 23269 , entered into an agreement or agreements with said Obligee to complete the improvements specified in said agreement or agreements. NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof or of any extension of said term that may be granted by the Obligee with or without notice to the Surety, this obligation shall be void, otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said 10 Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact at UPLAND i � J California, this 20TH day of DECEMBER 19 91 _ C 7 "PRINCIPAL" "SURETY" C DZ ETB ASSOCIATES L.P. , A CALIFORNIA_ LIMITED DEVELOPERS INSURANCE COMPANY PARTNERSHIP, Communities, General Partner By; : IC�1ltury ,Homes % BY: •MONTEON c SUSAN C. Attorney -in -Fact C 333 Wilshire Ave. „s Je, y: cCL.,e,., Assi stant Secretary Anaheim. CA 92801 (714) 999 -1471 �1 2 FORM D1113 (REV. 1/85) nn •�nn..�nn��+��n nn�n C g �nn.• ..,nn.•.nn.•,nn.•,nn.•,n�...nn . n n!��+,n�y�nn.�tnn.��n nn.}��+n..��,+n�n�n�.,�nn , ���yv r,vr:v�u•�� u•� "ti•������.�v � u.�ucli -����, �vF*�.•,�,.�ti�;. ti���:uu v�v � ✓•�;- •'�,,�v,,!`_ ;, The Masco /Deco Group DW [ BOND NO: 2238965 � D_� INITIAL PREMIUM: $50.00* SUBJECT TO RENEWAL. 01;1 C (` ( SUBDIVISION IMPROVEMENTS PERFORMANCE BOND MODEL COMPLEX RESTORATION (Walkways, Driveways & Parking Lot) c j KNOW ALL MEN BY THESE PRESENTS: C CS That we, CTB ASSOCIATES L.P. , A CALIFORNIA LIMITED PARTNERSHIP as Principal, Ct A6? and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State C y of California and duly licensed to conduct a general surety business in the State of California as Surety, are held and firmly bound unto C� C CITY OF LA QUINTA � C �s c as Obligee, in the sum of TWO THOUSAND DOLLARS r (g 2,000.00* ) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: : WHEREAS, the above named Principal, as a condition of the Filing of the final subdivision map of (Tract / Parcel) Map No. _23269 . �_:• entered into an agreement or agreements with said Obligee to complete the improvements specified in said agreement or agreements. p NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or be by Obligee �+ j agreements during the original term thereof or of any extension of said term that may granted the with or without notice J to the Surety, this obligation shall be void, otherwise it shall remain in full force and effect. ID (e,' IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said C Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact at UPLAND G� Ceti 20TH DECEMBER 91 California, this day of 19 4 C "PRINCIPAL" -SURETY- C�! CT B. AS +SOCIATES L.P. , A CALIFORNIA LIMITED DEVELOPERS INSURANCE COMPANY Z- . ' PARTNERSHIP',., t BY:. Centur!� Homes Communities, General Partner 1 �� 1 _r BY: �' A:; •'' ;., SUSAN C. MONTEON Attorney -in -Fact e� `• , \ ` :y T �' —_ 333 Wilshire Ave. ct,4e: ssis an Secretary r Anaheim. CA 92'601. (7 l 4) 999-1471 CFORM D1113 (REV. 1/85) OF r, f^ Quiam 78 -105 CALLE ESTADO — LA QUINTA, CALIFORNIA 92253 - (619) 564 -2246 FAX (619) 564 -5617 December 13, 1991 U� u 1991, Mr. Kent Armstrong Century Homes 1535 South "D" Street San Bernardino, CA 92408 SUBJECT: PLOT PLAN 91- 469 -MODEL HOME COMPLEX (TT 23269) Dear Mr. Armstrong: Please provide this Department with a Letter of Credit or bond from a bonding company for the amount of $2,000. This bond is necessary to ensure removal and restoration of model home walkway, driveways, plus the parking area once the model home complex no longer functions as such. Should you have any questions concerning the above, please contact the undersigned. Very truly yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR C AAA- 0rA'r\ S GLENDA M. LAINIS Associate Planner GML : bja cc: Engineering Department LTRGL.056 MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 78 -105 CALLE ESTADO — LA QUINTA, CALIFORNIA 92253 - (619) 564 -2246 FAX (619) 564 -5617 October 29, 1990 Mr. Kent Armstrong Century Homes Communities 1535 South "D" Street San Bernardino, CA 92408 SUBJECT: PLOT PLAN 90 -469 - MODEL HOME COMPLEX AND SALES OFFICE Dear Mr. Armstrong: Your application for a model home complex and sales office located on Tract 23269 is hereby approved, subject to the following conditions: 1. Establishment of the model home complex and sales office shall be in conformance with the following: A. Exhibit A (plot plan), as contained in the Planning and Development Department's file. B . Color samples and material descriptions, as contained in the Planning and Development Department's file on Tentative Tract 23269. 2. The Applicant shall comply with the requirements of the Fire Marshal (attached) . 3. The parking area shall be paved and stripped in accordance with the City Engineer's requirements. 4. A minimum of one handicapped parking space shall be provided, pursuant to the State Code, Title 24, Section 2 -7102. The handicapped space shall be located in close proximity to the sales office. 5. A bond for the amount of $3,000 is required to guarantee the ultimate reversion of the temporary sales office and model home uses to approved residential uses. LTRGL.049 1 MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 TO: 4 MEMORANDUM Planning & Development Department Public Works /Construction Div FROM: Fred R. Bourn Associate Engineer DATE: August 12, 1994 SUBJECT: Model home compl x at Tract 23269 - LQ Highlands /LQ Vistas W The developer posted $3,000 for model home conversion (P & D Dept) and $2,000 for removal of model complex walks, drives and parking areas (P.W. Dept). Has this work been completed and can the security be released? f ¢�co 0 l 1 H E C I T Y 0, ■rA on �t �• S La ` uinta 1 ed1 - 12 Carat Decade February 14, 1992 Ms. Marty Butler Williams Development Company 42 -600 Cook Street, Suite 135 Palm Desert, CA 92260 SUBJECT: PLOT PLAN 9X -469 - MODEL HOME COMPLEX AND SALES OFFICE Dear Ms. Butler: Your application for a model home complex and sales office located on Tract 23269 is hereby approved, subject to the following conditions: 1. Establishment of the model home complex and sales office shall be in conformance with Exhibit A (plot plan) and Exhibit B (landscape plan), as contained in the Planning and Development Department's file. 2. Plans for any fencing and /or blocking access to the models must be submitted to the Fire Department for review and approval. Please contact the County Fire Marshal's office (Tom Hutchinson) for fire extinguisher and fire hydrant requirements. 3. Plans of a parking area shall be submitted to this Department for approval. The parking area shall be paved and stripped in accordance with the City .Engineer's requirements. 4. A minimum of one handicapped parking space shall be provided, pursuant to the State Code, Title 24, Section 2 -7102. The handicapped space shall be located in close proximity to the sales office. 5. A bond for the amount of $4,000 is required to guarantee the ultimate z reversion of the temporary sales office and model home uses to approved residential uses. 6. The Applicant shall post security to ensure removal and restoration of model home walkway, driveways, and the parking area. An itemized list of quantities and estimated costs of the above shall be prepared by the Applicant to assist the City Engineer in determining the appropriate amount of security required. LTRGL.071 City of La Quinta; Post Office Box 1504 • 78 -105 Calle Estado La Quinta, California 92253 Phone (619) 564 -2246, Fax (619) 564 -5617 Design S Production: Mark Palmer Design. 619 - 346.0772 r 7. All units shall meet the required setback standards in the R -1 Zone: A. Structures: (e.g. residential units, swimming pool equipment) front 20 -feet, side 5 -feet (on street side of a corner lot, 10- feet), rear 10- '` feet. B. Swimming Pools: no closer than 5 -feet to property lines and unit. 8. Plot Plan 89 -452 requires compliance with the Outdoor Light Control Ordinance. Please note that fluorescent lighting requires shielding and filtering and incandescent lighting greater than 160 watts needs to be shielded. 9. The landscaping plans need to be reviewed by the Coachella Valley Water District for use of water efficient landscape design and use of water conserving irrigation systems. Please provide this Department with a copy of V, the landscaping plans showing CVWD's approval stamp. 10. All plant material shown on the landscaping plans need to be approved by the Agricultural Commissioner. Please provide this Department with a letter from 44 the Agricultural Commissioner reflecting the above. 11. The Applicant must comply with the requirements of the Sign Regulations as set out in Chapter 9.212 of the Municipal Code for all proposed signs. 12. This approval shall be used within one year of the approval date; otherwise, it shall become null and void and of no effect whatsoever. By "use" is meant construction of the buildings and the operation of the model complex and sales office. 13. This approval is effective from the above date, and the Applicant has 15 days GL: bja cc: Building & Safety Department Engineering Department Fire Marshal LTRGL.071 7 after this date to appeal. Should you have any questions or need clarification on the above, please contact the undersigned. Very truly yours,. JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR GLENDA M. LAINIS Associate Planner GL: bja cc: Building & Safety Department Engineering Department Fire Marshal LTRGL.071 7 T,itit " 78 -105 CALLE ESTADO — .LA QUINTA, CALIFORNIA 92253 - (619) 564 -2246 FAX (6 19) 564 -5617 December 13, 1991 Mr. Kent Armstrong Century Homes 1535 South "D" Street San Bernardino, CA 92408 SUBJECT: PLOT PLAN 91- 469 -MODEL HOME COMPLEX (TT 23269) Dear Mr. Armstrong: Please provide this Department with a Letter of Credit or bond from a bonding company for the amount of $2,000. This bond is necessary to ensure removal and restoration of model home walkway, driveways, plus the parking area once the model home complex no longer functions as such. Should you have any questions concerning the above, please contact the undersigned. Very truly yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR GLENDA M. LAINIS Associate Planner GML : bja cc: Engineering Department LTRGL.056 MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 JON KAWADA & ASSOCIATES INC. LANDSCAPE ARCHITECTURAL DESIGN 12 NOVEMBER 1991 CENTURY HOMES COMMUNITIES 1535 SOUTH 'D' STREET SAN BERNARDINO, CALIFORNIA 92408 ATTENTION: MR. KENT ARMSTRONG f 714/730 -6161 130 S. Prospect Tustin, CA 92680 RE: LA QUINTA DEL REY - TRACT 23269 RESPONSE TO CENTURY HOMES COMMUNITIES PLAN CHECK CORRECTIONS ITEM # 1 MODEL COMPLEX JN 14091 PLANT SUBSTITUTIONS: SODDED TIFGREEN - 328 HYBRID BERMUDA FOR WATER SAVER - 2 SOD ADJUSTMENT MADE TO PLANTING PLAN SHEET L -7. ITEM # 2 MASTER STREET TREE / INTERIOR SLOPE PLAN JN 14191 TREE PLANTING REQUIREMENTS: CLARIFICATION OF TREE QUANTITIES. FIVE (5) TREES PER CORNER LOT TWO (2) TREES PER INTERIOR LOT ADJUSTMENTS MADE TO THE PLANTING PLAN AND NOTED ON SHEETS L -1 THROUGH L -3. ITEM # 3 TYPICAL FRONT YARD PLAN JN 14291 CHANGED FENCING HEIGHTS FROM 6' -0" TO 5' -0 ". ADJUSTMENTS MADE TO CONSTRUCTION / STAKING PLAN SHEET L -1. SAME AS ITEM # 2 OMITTED BARK DECREASED THE NUMBER OF SHRUBS PER UNIT. SUBSTITUTED SEEDED TURF WITH STOLONS ( TIFGREEN - 328 HYBRID BERMUDA) ADJUSTMENTS MADE TO PLANTING PLAN SHEET L -2. i- PAGE 2 ITEM #3 CONTINUF, 1 DELETED DOUBLE SWING JOINTS FROM POP - UP SPRAY HEADS. ADJUSTMENT MADE TO DETAIL 'G' SHEET L-4. DEAR KENT, PURSUANT TO YOUR REQUEST THIS DATE, THE AFOREMENTIONED ITEMS WERE ADDRESSED TO SATISr Y ALL OF CENTURY HOMES COMMUNITIES IN - HOUSE PLAN CHECK COMMENTS. SHOULD THERE BE ANY CONFLICTS, PLEASE LET US KNOW. THANK YOU VERY MUCH. SINCERELY, JACK G. SHINTANI JON KAWADA & ASSOCIATES, INC. CC: FILES . s ' } JON KAWADA & ASSOCIATES INC. LANDSCAPE ARCHITECTURAL DESIGN 12 NOVEMBER 1991 CENTURY HOMES COMMUNITIES 1535 SOUTH 'D' STREET SAN BERNARDINO, CALIFORNIA 92408 ATTENTION: MR. KENT ARMSTRONG L. 714/730 -6161 130 S. Prospect Tustin, CA 92680 RE: LA QUINTA DEL REY - TRACT 23269 RESPONSE TO CITY PLAN CHECK_ CORRECTIONS ITEM # 1 MODEL COMPLEX JN 14091 PLANT SUBSTITUTIONS: PISTACIA CHINENSIS - CHINESE PISTACHE FOR CERCIS CANADENSIS EASTERN REDBUD PINUS BRUTIA ' ELDARICA' - MONDELL PINE FOR PINUS THUNBERGIANA - JAPANESE BLACK PINE AGAPANTHUS AFRICANUS 'QUEEN ANNE' FOR KNIPHOFIA URANIA - RED HOT POKER ITEM # 2 MASTER STREET TREE / INTERIOR SLOPE PLAN JN 14191 TREE PLANTING REQUIREMENTS: CLARIFICATION OF TREE QUANTITIES. FIVE (5) TREES PER CORNER LOT TWO (2) TREES PER INTERIOR LOT ADJUSTMENTS MADE TO THE PLANTING PLAN AND NOTED ON SHEETS L -1 THROUGH L -3. ITEM # 3 TYPICAL FRONT YARD PLAN JN 14291 SAME AS ITEM # 2 r PAGE 2 ITEM #3 CONTINUED _ CLARIFICATION OF EXPOSURE FOR THE FOLLOWING PLANT MATERIALS: NORTH & EAST EXPOSURES AGAPANTHUS AFRICANUS 'QUEEN ANNE' - LILY OF THE NILE PODOCARPUS GRACILIOR - FERN PINE ADJUSTMENTS MADE TO THE PLANTING PLAN SHEET L -2. INCLUDED NOTE REGARDING AUTOMATIC IRRIGATION (PERMANENT) SYSTEM WILL BE PROVIDED FOR ALL UNITS. INDICATED ON SHEET L -3. DEAR KENT, PURSUANT TO YOUR REQUEST THIS DATE, THE AFOREMENTIONED ITEMS WERE ADDRESSED TO SATISFY ALL CITY PLAN CHECK COMMENTS. SHOULD THERE BE ANY CONFLICTS, PLEASE LET US KNOW. THANK YOU VERY MUCH. SINCERELY, JACK G. SHINTANI JON KAWADA & ASSOCIATES, INC. CC: FILES T4ht 78 -105 CALLE ESTADO — LA QUINTA, CALIFORNIA 92253 - (619) 564 -2246 FAX (619) 564 -5617 October 29, 1990 Mr. Kent Armstrong Century Homes Communities 1535 South "D" Street San Bernardino, CA 92408 SUBJECT: PLOT PLAN 90 -469 - MODEL HOME COMPLEX AND SALES OFFICE Dear Mr. Armstrong: Your application for a model home complex and sales office located on Tract 23269 is hereby approved, subject to the following conditions: 1. Establishment of the model home complex and sales office shall be in conformance with the following: A. Exhibit A (plot plan), as contained in the Planning and Development Department's file. B Color samples and material descriptions, as contained in the Planning and Development Department's file on Tentative Tract 23269. 2. The Applicant shall comply with the requirements of the Fire Marshal (attached) . 3. The parking area shall be paved and stripped in accordance with the City Engineer's requirements. 4. A minimum of one handicapped parking space shall be provided, pursuant to the State Code, Title 24, Section 2 -7102. The handicapped space shall be located in close proximity to the sales office. 5. A bond for the amount of $3,000 is required to guarantee the ultimate reversion of the temporary sales office and model home uses to approved residential uses. LTRGL.049 1 MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 r. C- c- 6. The Applicant shall post security to ensure removal and restoration of model home walkway, driveways, and the parking area. An itemized list of quantities and estimated costs of the above shall be prepared by the Applicant to assist the City Engineer in determining the appropriate amount of security required. 7. All units shall meet the required setback standards in the R -1 Zone: A. Structures: (e.g. residential units, swimming pool equipment) front 20 -feet, side 5 -feet (on street side of a corner lot, 107feet), rear 10- feet. B. Swimming Pools: no closer than 5 -feet to property lines and unit. 8. Plot Plan 89 -452 requires compliance with the Outdoor Light Control Ordinance (attached) . Please note that fluorescent lighting requires shielding and filtering and incandescent lighting greater than 160 watts needs to be shielded. 9. The landscaping plans need to be reviewed by the Coachella Valley Water District for use of water efficient landscape design and use of. water conserving irrigation systems. Please provide this Department with a copy of the landscaping plans showing CVWD's approval stamp. 10. All plant material shown on the landscaping plans need to be approved by the Agricultural Commissioner. Please provide this Department with a letter from the Agricultural Commissioner reflecting the above. 11. The Applicant must comply with the requirements of the Sign Regulations as set out in Chapter 9.212 of the Municipal Code for all proposed signs. 12. The Applicant shall replace the following planting materials with plants more suitable for the low desert area: * Cercis Canadensis (Eastern Redbud) * Pinus Thunbergiana (Japanese Black Pine) * Kniphofia Urania (Red Hot Poker) Please notify Staff or proposed substitutions. 13. This approval shall be used within one year of the approval date; otherwise, it shall become null and void and of no effect whatsoever. By "use" is meant construction of the buildings and the operation of the model complex and sales office. 14. This approval is effective from the above date, and the Applicant has.,15 days after this date to appeal. LTRGL.049 2 `�. .: t . c? i .. _ _ 1c ,. � � a 9 � ;r ,. ,. `tiid �.. ■ Should you have any questions or need clarification on the above, please contact the undersigned. Very truly, yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR GLENDA M. LAINIS Associate Planner GL: bja cc: Building & Safety Department Engineering Department Fire Marshal Attachments: Fire Marshal's requirements Outdoor Light Control Ordinance LTRGL.049 3 .... - � 1 Y' . , .., , •��,.� r, :, x:.. -.�:;.r� .�. �� .c��.��- :: °� , -����: � ... :,:.� 2 .RIVERSIDE COUNTY. FIRE DEPARTMENT 210 WEST SAN JACINTO AVENUE • PERRIS, CALIFORN (714) 657 -3183 October B D GLEN J. NEWMAN FIRE CHIEF To: City of-La Duinta pC� pg 1991 Planning Division Attn: Glenda Lainis p01.i(A C ►ry.4.�ptiA��f�t Fie: Flat Plan 91 -469 With respect to the condition of approval regarding the above referenced Plot Flan, the Fire Department requires the following fire protection .me:,sures be provided in accordance with La QUitnta . P1unicipal Cade and /or recog niced fire protection standards: 11 Schedule A fire protectictri approved Super fire hydrants, (6'' :; 4" x 2 1/2" 2 1/211) shall be located 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. MiinimUm fire flaw shall be 11300 gpm for 2 hours duratiOn at 20 psi. 2) Install portable fire eXtirngUishers per NFPA, Pamphlet 10, but not less than 2A10BC in rating in each model. Contact a certified extinguisher company for the proper placement of equipment. 3) The area in front of each gate and e : teind i ng 15 feet in either direction shall be marked as a fire lane. Please caontact the Fire Department for a final inspection prior tc, Occupalncy. Request.'for. 'inspections a'nd /or.. tests are to be made at -least 24 hours 1n advaince and .may be arranged by calling (619) 342 -2886. All. questiOns rag8rdir7g the meani.rig of these conditions should be reffer.r ed t0 the Fii -i_' Depa'rtrr!el -i 1. .PIail)nirig u: C• -ICA.1 Sincerely, RAY REGIS Chief Fire Department P.lari -ner By: Tom Hutchison Fire Safety Specialist PLANNING DIVISION aINDIO OFFICE ❑ TFMECULA OFFICE 79.733 Country Club Drive, Suite F, Indio, CA 92201 41002 County Carter Drive, Suite 225, Tanecuh, CA 91390 (619) 342-SM • FAX (619) 775.2072 (714) 694.5070 • FAX (714) 694 -5076 CI RIVERSIDE OFFICE 3760 12th Srrect, Riverside, CA 92501 (714) 275.4777 • FAX (714) 369.7451 printed on recycled paper . -4- COUNTY WIVERSIDE FIRE DEPARTMENT 20 WEST 8&N ]AClNTO AVENUE * PBB}ll8. (714)d57-3183 October 8,__����"�~ GLEN lN8WMAN FIRE CHIEF To: City of La Quinta Planning Division Attn: Glenda Lainis Re: Plot Plan 91-469 With respect to the condition of approval regarding the above referenced Plot Plan, the Fire Department requires the following fire protection measures be provided in accordance with La Quinta Municipal Code and/or recognized fire protection standards: 1) Schedule A fire protection approved Super fire hydrants, (6" x 4" x 2 1/2" x 2 1/2") shall be located 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 1.000 gpm for 2 hours duration at 20 psi. 2) Install portable fire extinguishers per NFPA, Pamphlet 10, but not less than 2A10BC in rating in each model. Contact a certified extinguisher company for the proper placement of equipment. 3) The area in front of each gate and extending 15 fe`t in either direction shall be marked as a fire lane. Please contact the Fire Department for a final inspection prior to occupancy. Request for inspections and/or tests are to be made at least 24 hours in advance and may be arranged by calling (619) 342-8886. All questions ragarding the meaning of these conditions should be refferred to the Fire Department Planning & Engineering Staff. Sincerely, RAY REGIS Chief Fire Department Planner By --- /o^, Tom Hutchison Fire Safety Specialist PLANNING DIVISION aINDIO OFFICE 0rEMaCUmOFFICE /9-m3 Country Club Drive, Suite F, Indio, oayon1 *um2 County Center Drive, Suite 225, Temecula, CA 92390 (61o)3*zmxoo° FAX (61p)7r5-zoz (r/wuy��no° FAX (r14) on�ano mum���mm�u »/oo 1zu, Street, Riverside, oAvzm/ (/w) os*/r/° FAX (/14)»o9-w51 printed on recycled paper 0 501) NOTEO: /-'iLL 00POEP TU11"F AREA5 INDICATEP ON THE PLANE; 5HALt 'WATER SAVER - 2'[)WliKF TUFF TYPE FE-5CUE 500 AVAILA&LE THROUGH. AGRONO - fEC 5EE1? COPOPANY 21420 5UNPY CANYON FOAD LAKE EI-511NIOKE, CALIFOI�.NIA 92330 (7/14) 074-3700 ALL TURF AREAS 5HALL bE UEPhIlEt) (TYPICAL), CONTOOR INTEr�VAL5 5HALL bE (+) OR (-) 1'-0" ANE) E)HALL NOT EXCEEI) 0: 1 G F,A P I E,,,,l T FINAL bEl,\MING 5HALL bE 1-0 THE_ 5AT15FACTION OF THE OWNE,,\-' ANL)1OF? AUTHOKIZED REPRE5ENTATIVE, (IJIF!4 OALM,,l 51ZE)(TRAIN TO IWALL OR FENCE) 'ELW jAbh,/1INUJM MITIOUPell -- ANO ING JA51"JIME &EPOEM10i'd 5r-_MPE,1MkEM5 CAMOLIMA jE55A[vHNr'__ t�4 MEOIWA ROCK _5ALT Flh,115H, NATURAL COLOF CONCPETE PAVING V11 12" VIIVE bil/100TI-I TROWEL FIN16H, ;NATURAL COLOR GONCPETE OAN191NG (TYPICAL FRONT & MAP) bUILT - 1N OAR 15AP.PECUE UNIT (TYPICAL) POOL W// i'M5EU -60NO VEAM 6--01' HIGil-WROUGil-I WON CONTROL FENCE V11 W,1?OUG'HT 11RON GATE (M-ICAL) [30IJI_VEP,. 6P<OtDP'1MG5 (TYPICAL) r \4 "'a 4 J �,6igip �T k"I I' I I I : ") 41 t. r k4N , I -- i - 2� 'g- -On % 1K I L v"K" i� k :'A" N, 4, Yl MH 0 1!- if, PRN X -7 �n IN, \0'�, N'�, 51 -------- - - L3 4 I YPICAL) 9EC1QUOU5 ACCENf TIREE PLANTING (T ('15 GALLON 5or-) CERCIS CANAPEN�db - EASTERN FEM31JO (�,AMTIPLE T%0NK EN510 CWHESE P115TACHE P15TACIA CHIN 71 Mv�", J-I EIIEROPEEN ACCENT Tfr"EE PLANTING (1-MCAL) (15 GALLON OIZE) EUCALYP-1-IJ5 MICO"U1 NICHOL'S WILLOW-LEAFED PEPPERUOINT Y 1_J GEUM". "vRVIFL, I-I - AIJ5TPALIAN WILLOW OM 4 �2 VF __1 'A =z� K_n 1_2 N_ T"f V V t Nm IN V k, f Q 6 V IV 17 Tl�i Ti w4_ , ,, 11 "HE9,0 'LL POL E 1-0 M-'OVIVEr FtY THE t , , � j 4, � @4 - ;x , - , , t t 1 1, -- I 3% 1;� TM a IT A TE L A.,--,I L) 5 C A F E C, 0 N T P, A G 1'0,9, X 7 J�f,A 'Ai� ­­Wl M, lcl� 0 _YPICAL) 5000EV TUKF (7 _J Tl?:�O[) NOTE TH15 5HEET� _Y1 RE F E R lie T TO FE PROVIOEV bYTHE y 5 V,,11 N 0 �5 E 7 d", 7 4", + )5CAPE CONMA.CTO."' =4 V, 14 LANI oo\ V r_ r PLANTING (TYPICAL) CONIFEROUS ACCENT TRE" A (J�5, GALLON 51ZE5) vK1 X, C _N Lk A A* V FIN05 bR0TIA 'MONVELL' ION-PELL PINE r1r,405 THUNbERGIANA JAPANESE bLACK VINF C7 r IL '::'OOL EOWPhIlEf-11-1 bi< 1411- r V1009 O�EXHEAF) (TI(PICAL THROU00HOUT) PLAN 4CR PLAN 3C LOT 246 WOOD FENCE (-rYP AL) PLAN 2XA 6-0" HIGH PRO-OUC Ic LOT 2451 LOT 247 'ATION 5-HRUO PLANTING (YPICAL) \y A C A, N 51ZE5) (5 & I GALLO P�f 1­1 NIPH-OFIA UYAPIA - POKER !_AY,:�ANPULA VENTATA HEME,�O-ALL15 HYbRID -PAX_ LILY NANPItIA VOIAE5TICA - HEYENLY bAh,111300 FPA6iBM - PHOTINIA FiTTOSPORUiA SPECIES MOCKORANGE t NEPIUM OLEANO-9 Ot-EANPER 2.4 PV PARKING' PENN15ETUM E;ETACEUM FOUNTAIN GRA55 -,,PU5 Gir-AGILIOR FEKN VINF PODOCAr IE5 - IN01A HAW-FHOEN TWHIOLEPIO 5PEC TERI IATILIJ,", POPPY _ROMNEYA COL 41J f- R05EMARY ROSIARlt OFF]GINAL15 xyl. ­HINYXYLO5 05MA CONGE5TUPA r L L L MCI- W000 r;;,CRr-- 2 4 MOE PROO-U&ION WOOD OATE (TYPICAL) -4-24" lift A L E 5 1 P, If 0 0 M �24" _T_ t 7 LI L IL -1 L 1� -ICA-1-101-4 516MAGE (TYPICAL) tA00EL 10EN'Tir 2"Xet"REI)�IIOOOHEA[)Ek!E30APP(-[-'Y'PIGAI-THt�,'OUCj;l�10 Alr<CHITECTURAL POTTEFY (-f-(PICAL 4 61'A I. L PA P ff-,16 L 01' 0 Y OT 57-REE-T T'REE FLANTIHG (TYPIL:AL) (15 GALLON 51ZE) f�EP MIASTER _5 fFEETI PI-A.P4 PUPAVEL) 6% JON KAWA9A & ASSOCIATES, U11C. - TODE 0,15TALLEP AH-EF 5ALE Or- IMOPEL�;. ANI"'JUAL COLOR / rj!�OUNF) COYEW PLANT'11467 (lYPICAL) (FROM FLAT5, TRIANGULAP 54-ACE CIL) 6' Z� To" O.C,) AN,14L)AL. COLOR 1/4 OLOOM FF'Olkf COLOP _­ PAK,5 GAZANIA H(01710 'MIT51J1vr1/,x\ YELLOVY - GAZANIA 0IJ'?EGTJO,NAL 5IGNMOE (TYPIICAL) - ------ - -- - 10'-0" 1,111DE Y,1POU6'H­F If-,'ON VEHICLE ACCE5.5 GATE (-tYPICAL) Rr7TARPEV FIN15H, NATUPAL COLOR COf,4CFET_E_ PAVING izl T REAR) (TYPICAL FPON zzz��- Las V.,stas PALM ACCENT PLANTING (TYPICAL) -r___ PETAKDEL) F11,415H, MATU%AL COLOP, CONCIRETE PAYiNG W/ (30" [3OX SIZE) 12" WIE)E __5MOOTH TPOWEEL FIN15H, NATUIPIAL COI-09 CONCP, E_7E zt bAt%j0IN6(7--(PICAL FRONT& -�E-Ak) A9ECA5TRUtvf ROtAANZOFFIANUM - QUEEN PALM 5TUCCO FINISH WALL K// POP CA P (STUCCO TO MATCH ARCHITE-67UPE -- PEFER' -1-0 PLAN FbR HEIOH-f5) 6-0" WIPE r"MIC 510EMALK (TYPICAL) oil jj A 'S" r M Uf It J� 4:7 V - I ) r / - 1. 1, 11 rr 65ENERAL LAN05CAPE NOTE5: ALL ��HKLIF, F.(AN1(,',,c_7' AFEA5 5HALL F,�E(_EIVF L'-7K()LUNi,1 VE F: A �5 )NPICAFEU Ot,,' THE f'LAN ANE, r-,)1fALL RECEM" 1/12'" 1)FEF H F F P.") F L� r I K t3AFJ\ k4LILCH (N.i I "',CIt IZEI'l-1) VC)f" CC)llEfl. 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Sanita Drive "REVIEWED BY COACHELLA VALLEY WNFIER DISTRICT •'I"OR USE OF WATER EFFICIENT LANDSCAPE D GK�D+N AND USE OF WATER CON RVI►N - I 41 31AT N SYST K' By InA(EH NlANASzE4FN'T SPECIALIST NOT TO SCALE - -- "' 6E ?UYY f:'ri }EF EPaGINEEFi �� _____ °_____” ? , '�„; r 1 WATER. DCPAKTMGNT i113119i PLAN CHECK COFfiI C'ti,L}ht5 SHEET T 0 F;11 , (u m c� 4-) /A\ H 3'-0' WIVE X 5'-0' HIGH WROUGHT G 5'-D' HIGH WROUGHT IRON FENCE J4 IRON GATE CTYPIGAL) L-4 CTYPICAL) PLAY Afvgff%TMS NO AA 0 TkE LANDSCAPE CONT2ACTOR SHALL PLRCHASE AND INSTALL _2 ALL PLAY AMENITIES SPECIFIED ON 77-0 PLAN, J j, PLAY AMENITIES SWALL BE APPROVED BY Tkff DEVELOPER WOOD OVERHEAD 'A' B WOOD OVERHEAD '15' TETHERBALL SET BY LANDSCAPE INSTALL ALL PLAY AMENITIES PER MANLFACTURERS 3 J- L -3 CONTRACTOR - REFER TO PLAY SPECIFICATIONS ly DETAILS AMENITIES NOTES THIS SHEET. I- BUILT -IN BAR/BAR15EQUE UNIT POOL EQUIPMENT BY OTHERS A STUCCO FINISH WALL W1 POR CAP CTYFICAL) L-4 CTYPIGAL THROUGHOUT) - REFER TO PLAN FOR WALL HEIGHTS L 2' X 4' REDWOOD HEADER BOARD SWIMMING POOL AND 5PA BY OTHERS B -RETARDED FINISH, NATURAL COLOR CONCRETE PAVING 1L -4 [TYPICAL FRONT + REAR] L-q CTYPICAL) W/ RAISED BOND BEAM "I "Al IT- 7- Ac WOOD OVERHEAD 'G' -A )ZAISED BOND BEAM SWING --SET BY LANDSCAPE CONTRACTOR - REFER TO PLAY t 12° Is, T AMENITIES NOTES THIS SHEET F - -- -- -- 18" SEAT G'-O' HIGH PRODUCTION WOOD FENCE L. SHALLOW L-4 CTYPIGAL THROUGHOUT) 3 STEPS L +18') AIR CONDITIONER NDITIONER PAD -+18 CTYPIGAL THROUGHOUT) L2---------- 11 L------- \—E3.ALCON'( f?EF-E�? TO SQUARE PRECAST CONCRETE PAVERS 4P-ICH/TECT'S FLANS 24' (TYPICAL) PLAN 3C R PLAN 2XA -- , f -4 -355 LAO VIOTAO DRIVE LOT 245 PLAN 4C 4 LOT 247 4 LOT 246 I . 1 -1 - "'? I-, " ­ ""' i e I .- Fl C E J SALES OF -445 LAO V15rA5 DRIVE 44 A 44-415 LAS V16TA5 VR(V�,, j 4 -3e6 LAO VIOTA5 DRIVE FALLOW AREA (TYPICAL) 4' DEPTH • i rr —. f- i -- \ - : }:, :: I =, - DECOMPOSED GRANITE 2' X 4 R' CTYPIC AL) 7 +24" SALES INFORMATION SIGN BY +24 DEVELOPER +301� +24 3G' HIGH PRODUCTION WOOD SCREEN " L -4 'TYPICAL)' MODEL IDENTIFICATION SIGNAGE CTYPIGAL) - BY OTHERS DIRECTIONAL SIGNAGE (TYPICAL) BY OTHERS BOULDER GROUPINGS CTYPIGAL) REFER TO BOULDER NOTES THIS SHEET +24" 111 5 _MEDIUM BROOM FINISH. NATURAL COLOR CONCRETE R/V PARKING AREA BRUSH PERPENDICULAR W1 LONG AX15 Las Vistas B MEDIUM BROOM FINISH. NATURAL DOLOR -4 GONCRETE WALK CTYPIGAL ® LOTS 245 + 246) BRUSH PERPENDICULAR W1 LONG AXIS 13 RETARDED FINISH, NATURAL COLOR CONCRETE L-4 PAVING W/ 12' WIDE SMOOTH TROWEL FINISH, NATURAL COLOR CONCRETE PAVING CTYPIGAL FRONT REAR) 0 CONCRETE RISER L-4 CTYPIGAL THROUGHOUT) -0' WIDE X 3G' HIGH WROUGHT IRON E 3' GATE CTYPIGAL) D 3G' HIGH WROUGHT IRON CONTROL L-4 FENCE CTYPIGAL THROUGHOUT) - - - - - - - - - - - - - - - - - - - - - - --- 5 RETARDED FINISH, NATURAL COLOR CONCRETE -PAVING W1 12' WIDE SMOOTH TROWEL FINISH. NATURAL COLOR CONCRETE PAVING CTYPIGAL FRONT 4- REAR) r7� 5 STALL PARKING LOT - BY OTHERS E30ULDER NOMS, ® ALL E30ULOERS INDICATED ON THE PLAN SHALL SE WASHED, RIVER GRANITE BOULDERS. © SIZE AS FOLLOWS., * 3'-O° DIAMETER * 7 -O° DIAMETER C 1' -O' DIAMETER ® INSTALL PER DETAIL N' SHEET L-4 BASKETBALL HOOP + BACKBOARD BY LANDSCAPE CONTRACTOR - REFER TO PLAY AMENITIES NOTES THIS SHEET, LL 1% ("�A -MEDIUM ROCK SALT FINISH, NATURAL COLOR CONCRETE L-q PAVING W1 12' WIDE SMOOTH TROWEL FINISH, NATURAL COLOR CONCRETE BANDING [TYPICAL FRONT + REAR] c 8'-0' WIDE BY 36* HIGH DOUBLE L-4 WROUGHT IRON GATE CTYPICAL) G'-O' WIDE PUBLIC SIDEWALK BY OTHERS CTYPIGAL) MODEL IDENTIFICATION SIGNAGE CTYPIGAL) - BY OTHERS DIRECTIONAL SIGNAGE (TYPICAL) BY OTHERS BOULDER GROUPINGS CTYPIGAL) REFER TO BOULDER NOTES THIS SHEET +24" 111 5 _MEDIUM BROOM FINISH. NATURAL COLOR CONCRETE R/V PARKING AREA BRUSH PERPENDICULAR W1 LONG AX15 Las Vistas B MEDIUM BROOM FINISH. NATURAL DOLOR -4 GONCRETE WALK CTYPIGAL ® LOTS 245 + 246) BRUSH PERPENDICULAR W1 LONG AXIS 13 RETARDED FINISH, NATURAL COLOR CONCRETE L-4 PAVING W/ 12' WIDE SMOOTH TROWEL FINISH, NATURAL COLOR CONCRETE PAVING CTYPIGAL FRONT REAR) 0 CONCRETE RISER L-4 CTYPIGAL THROUGHOUT) -0' WIDE X 3G' HIGH WROUGHT IRON E 3' GATE CTYPIGAL) D 3G' HIGH WROUGHT IRON CONTROL L-4 FENCE CTYPIGAL THROUGHOUT) - - - - - - - - - - - - - - - - - - - - - - --- 5 RETARDED FINISH, NATURAL COLOR CONCRETE -PAVING W1 12' WIDE SMOOTH TROWEL FINISH. NATURAL COLOR CONCRETE PAVING CTYPIGAL FRONT 4- REAR) r7� 5 STALL PARKING LOT - BY OTHERS E30ULDER NOMS, ® ALL E30ULOERS INDICATED ON THE PLAN SHALL SE WASHED, RIVER GRANITE BOULDERS. © SIZE AS FOLLOWS., * 3'-O° DIAMETER * 7 -O° DIAMETER C 1' -O' DIAMETER ® INSTALL PER DETAIL N' SHEET L-4 � IZ• 24" 18 Q 4" 6' -9" 10' -O" 6' -0° 8' -6° 7' -3" 8'-6" 9' -01 12' 3' -0" 2' -9" 10' -10" _ 10' -6" 19'--2° 4' -0' 3' -O', 5'_O° 8' -6" _ 3' -O" 9' -0° 4' -O" 9' -0° 3' -O 7-3" 3' -0" 4' -3" 3' -0° 14" 3' -6° 2' -6'-O° 9' -9" 6" 5' -0° 24" 24" 24' 24" 5' -0° 3' -6• 22" 4' -0" 4'-0* " 3 6, -0. 2'-6" 2 -6 f /C\ Lo co X.'."r. _.. � 'Y _ "y _ - Y .. _ .. ,. +� t ;�r �£ 4 � .0 - Ye- T/x ,_.. �,.,.,-.: _ • � ' 'r9 ' r • .� - d•'! �.,, 44 ; • i :, � °"' r • hyr..�. .,. « .� t '{ 41 • ,' tt`' • ij 'f � � �• � °� � e:�s. ® .�rsn ® ®e'm ® ram e:@m ® �mv � m� �, ® �, �o s-s� Imo �. ® �'c. ems.. ® msm ® m�•a Yrm� as�v era aim+ � �c�u mss. mv>,ffi'. m�.v rr�m ® ems �a �^m �-. r�me� °� s� ova a^^:c+z� � c�.'.zr,� �. � +� �+ .zap -a+ ns.:�.n m R - �• ' I I r� s � �' c� k =,... } .e,. 4.. '� r.r- S7 . / f`i3. .Ry i ,J'a, t � . t ��',���� • .. _ .. '�e.vs'��� .i `A.ti :... � j fl I I I - -- — • -- —5 I I. 7 1, I ALIGN I C ® I ",� -- N ALIGN N I 1 1 f 2'-6" • w� � � wry �� . � I PLAN LAC +- + PLAN 2XA , 1. PLAN 4CR � I � Lt�T 245 LOT 246 LOT 247 ,A 44- 445 LAO V1 =5TA6 p_IVE I I SALES OFFICE 44 -415 LAO V16TA5 VRIYE AE345 LAO V15TAa 111V >' v /,3\ �•��355 LA �'dOTA.� iJf�iVE ., VL ALIGN s ALIGN ALIGN I T O t M }• °,e ONr \ • � -ems'. �s • �. • • �' r� ( 450 `o — ALIGN O Oa - ®® ®� �_ ®® ®® ®® ® ®® �. N ALIGN ®� co w N I O co _ ° -,• _ . • . .. .. .• .. ,b � o .. _ . _ tai a ' JI a C, ...� � „- •ter .3 9° 14" 1' -9" 13" 7" 2 -2" 2' -6 4' -O" 2' -7" 16 2' -6 2' -9" 2' -6 3' -0' 3' -7" 9'-0" 4' -O' 4' -6" 50' -0" r (5 STALLS ®9' -0 ") Las VislaF 14' 20 6° " � -O" 6' -10" 12' -0" 8' -O' 9' -0" 3'-O° 12" 8'_0° 22 ° 2 3' -O° 422 4' -0" 4' -0" 4' -0' 81-0" 15' -8' RADIUS POINTSm A 7-6" B 7-0" c 5, -0" B 4' -0" E 3' -0„ F 24" G 00, r LUMWflATIONAL NO. 186A- 30X42-1115 � 11 Al 13.1) C� .. @::�SU'? list `�.Cu•i,'�.'YL'�'.- *'k...+.. 'S'.RSfi..k'i,•`*:i'''a.:v i iro V` ..._. .. III CD t .» coz</[�� Z o< Q <U uj Z) z Y• �lg� �u.�l` C V 7 i < < (:,o. �G CJ Lu o CI) ^` I iro ..._. .. III I t .» Z uj Y• �lg� �u.�l` C ., Lu U �G CJ Lu r iro ..._. .. III I .» Z iro P05T I OEAM CONNECTION LEPOER-CONNECTION DUMMY P057- CONNECTION 0" x 6" ROUGH SAWN DOUGLAS FIR DUMMY POSTS (TYPICAL) 2" x 5" ROUGH 5AWN DOUGLAS FIR LEDGER (TYPICAL) — 2" x 5" ROUGH SAWN DOUGLAS FIR GRAB BEAMS "TYPICAL) 2" x 0" ROUGH SAWN POUGLA5 FIR CROSS JO15T_5 (TYPICAL ,Ll A Av"l,c r, r1r; MP� ✓ 2- iltF7 LEOGER CONNECTION 6" X 6" ROUGH SAWN DOUGLAS FIR POST SIMPSON EPB $6 ELEVATED Posr BASE W/ 12" LENGTH PIPE OR APPROVED EQUAL A WALL DETAIL POST / MA Y COh4NECTION PRINT ED ON CLEARPRINT 1000H WOOF OVERHEA-D'C'- PLAN 2XA 5ALE5 OFFICE F ;V Tj E: PLAJN VIFW yyl -p, P057'/ f3EAM CONNECTION I­ CHA41PHER.0 49':- -­­- 1 " ,� ROUTf TYPICAL 2" X 4" (ROUGH SAWN DOUGLAS FIR PLANT - ONS (BOXED, MITRE CORNERS r_D 4b') 2" X 6' ROUGH SAWN DOUGLAS FIR GRAB BEAM ----\ 2" X 8" ROUGH SAWN DOUGLAS FIR CROSS JOISTS (TYPICAL) 6" X 6" ROUGH SAWN DOUGLAS FIR DUMMY POST PUMMY POST CONNECTION oI ro" x 0" ROUGH SAWN DOUGLAS FIR POSTS (TYPICAL) 'LIMITS OF WOOD OVERHEAD STRUCTURE (TYPICAL) 2" x 4" ROUGH SAWN DOUGLAS FIR LATTICE - 5PALCIEP 9 6" O,C. (TYPICAL) LIMITS OF WOOD OVERHEAD ---------- 1-1 STRUCTURE (TYPICAL) 2" x 5" ROUGH SAWN DOUGLAS FIR — GRAB BEAMS (TYPICAL) 6" x 0" ROUGH 5AWN DOUGLAS FIR -- DUMMY POSTS (TYPICAL) 2"x 4" ROUGH SAWN DOUGLAS FIR LATTICE - SPACED 9 6" O.C. (TYPICAL) I " CHA MPH ER 0) 45" I "ROUT (TYPICAL) 2" X 4" ROUGH SAWN DOUGLAS FIR PLANT - (BOXED, MITRE CORNERS Q) 45'; 2" X 6" ROUGH SAWN DOUGLAS FIR GRAB BEAM 6" X 0" ROUGH SAWN DOUGLAS FIR POST 2"X 4"(2­X 6") ROUGH SAWN DOUGLAS FIR PLANT - ONS (BOXED, MITRE CORNERS Oa 45') 4" RADIUS 2" X 4" ROUGH SAWN DOUGLAS FIR LATTICE 112" DIAMETER MACHINE BO, TS W1 WASHERS S NUT SPAC Fo CW 6" O. C. (2) BOLTS PER CONNECTION (TYPICAL) 4- -2" X 0" ROUGH SAWN UOUGLAS FIR 6' X G" ROUGH SAWN DOUGLAS FIR POSTS - CROSS JOISTS (TYPICAL) 7%0" MINIMUM 7-0 FINISH SURFACE 2"X6" ROUGH SAWN DOUGLAS FIR PLANT - ONS (BOXED, MI THE CORNERS CZ) 45' AND NOTCH TO COVER STRAP) FINISH SURFACE POST/ FOOTING CONNECTION 6 T X 4" ROUGH SAWN DOUGLAS FIR LAT710E SPACED 0 6" O. C, :Z3 u_ tia 7'-0" MINIMUM TO FINISH SURFACE ry r 12" DIAMETER MACHINE BOLTS W/ WASHERS NUTS BOLTS PER CONNECTION (TYPICAL) P05-F / _5EAM CONNIECTION 6" X 6" ROUGH SAWN DOUGLAS FIR POSTS FINISH GRAVE SIM?SON CB 66 COLUMN BASE OR APPROVED EQUAL PATIO PAVING (TYPICAL) - REFER TO PLAN (SLOPE TO DRAIN Ca) 1% AWAY FROM STRUCTURE -7 4 CONCRETE FOOTING 36" SQUARE c2) POST LOCATIONS ONLY P03-f / FOOTIN0 CONNEMON ALIGN cg DIRECTION OF LATTICE (TYPICAL) 24 0' 2 POST 0EA t'vl CONNECTION DUMMY P05T CONNECTION 4- C FO,5T FOOTING CONNECTION 7 0"x 6" ROUGH SAWN! POUGLA5 FIR [05TO (TYPICAL) x 5" ROUGH SAWN DOUGLAS -FIR CfZ0,50—JO15T5 (TYPICAL) j -------- - - - - -- - - - -- \ - - -- 41 T BALCONY (TYPICAL) j it WOOO OYE9HEA0'f3- PLAN 4CR P05T / 0EAM CONNECTION 5 \ POOTI FOOTING CONNECTION L-3) U < X < _7' < u 0 (y) C;6 < U < < < 7-5 Z PIRECTION OF LATTICE (TYPICAL) k 5' - 7" P J Q) 'x A WJ_ (3 ­49 iN lrOF WVERA3TRUCrURE TYPICAL) ii Q m Llfylj ' it T 2" x 4" ,SOUGH .3 A WN 0 0 U G, L A 3 F 1 R T—, " I LATTICE 5FACE0 0a 0" O,(_-, (TYP T ICAL) L QS Z 4 U 77,7_ If A t A j-� G V`v 1" 14" 2 I 2r, x a- OU 67 r-1 0 0 U A S F 1 R 8055 J 0! 5 T5 (T P L) 0 x 03 70 U G7 H 5AWIN P G U 6, LA 5 F I ;R' P Ul IN, 1 i%tl Y F I C-Fi 61'x 6" ROUGH 5AIVN POUGOLA5 FIR POSTS A A j 0 5 WOOP OYERPlEAVA' - PLAN 3C f F_ U 114191 J 0, 1-3 PJ Cl C) 6 ITf Y IcnO 1� 7 ,A—) -I 'l X I" -TNM 0 fw� 4� 11:2-11 7 zr-, w. L lij ,n - T .56",H16H W000 SCREEN (SECTION] OOULVER,GROUPING O f . rl n t'" I- r(%77 P �l 7110 IhAk WTI OLIMMY POOT CONNECTION ma PRINTED ON CLEARPRINT 100011 xd" 1-II/C11 "I Fa Kly-jq 9 ooze 4 T yu, 1,f--, Y v r �,f "I CM S-0 X4 U 7T W,; --I JL7) rc, Ifs ralcr �ryzt TV A�14/' V-71IRd N A t5 7� x fi 1V + f; ff) 7U 3,Nt-,�Fbr, I' -T- ell- 7" `5 T lt-7011v�,,1-1 1�5- V11-1 T- 7i 6;All Vl �4-A <21 jbjllrl.-A' F 154,rl- C-Aayt ae (-r 44 Mr - ff, 1 30" HIGH WOOL? 5CREEN (ELEVATION) Z& ® �C�CY-0" HT IRON GATE .36 HIGH WROUGHT IRON CONTROL FENCE k, -p yj �j y�: I _ °G )f 4 "X 4" ROUGH SAWN DOUGLAS F) 9 P05T.5 PJ20DUCTION WOOD FENCE REFER TO DETAIL '0' SHEET L-0 FOR P03T ENLARGEMENT. (TYPICAL) 3 HEAVY DUTY SELF CLOSING 4'-0" 4'-0" LOCKING LATCH - EQUALL't' SPACED HINGES SELF CLOSING HIN6EE) GPA VIT LATCH (3) REQUIRED AT EACH GATE 112" SQUARE HOLLOW PICKET5 5PACED T-M-7- C-11 4" CLEAR f3ETWEEN'PICKET5 (TYPICAL) Y2-' I i ,'' I I I i ' i I �����, ( ., ".,- �I �'t i,� � i/ —����� Iy�'�'�o ��J � `--I ,� 4 1-114 X 2" HOLLOW TOP, BOTTOM & 51r)E RAILS (TYPICAL) 1 I j I� j I I ",/ I / CONCRETE CURE IF -j j U —7 —4. 0 i1i ^111 I L !hF i4,x6-x loxic, rvp/n 4 �j 6IMP50N BC 40 POST 8A5E OK APPROVED 2'X 4'545 DOUGLAS WELP TO 1%4ETAL PLATE �ul FX,1 C-'-'OSS B�?ACE EQUAL DROP LA ICH — 2'X 4'545 DOUGLAS FW 6" 5OUARE X 3/16' 'HICK METAL PLATE CEPT)FIEL) COMPACTED bUE30PAPE F;;?,4ME M)TiZE COg.?f,)E,) JOINTS (90% COMPACTION) 'REPHEAC)'PLATE VA."i PO-9T BA5E T -F TOP OF CURB IN (4) PLACE5 EQUALLY MIT t 5PACE,9. Ul a'-O" HIGH x 3'-0" WIPE PRO19UCTION WOOF GATE 2* X 4' -54S DOUG! A5 FIR TOP ST;IINGEP 4'X 4* 54S CEDAW POST SPACED a 8'-O'OC. SA WN CEDAP PALING 2",\ 4* 54'- DOL!GLAS FX2 30TT0h,! GOI%ICk ?E FE F=OOT NG 6'-0" HIGH PKO-PUCTION W001? FEP-110E (SECTION --I T iii x EK) A TO'' ,ED .6c MIIJAIJ111\1 -�,,,VVNCEDAPPALING t4 ui d UI "o I X 4 54 E DOLJ(,--!I-'S F,k' DOT TOM 6-0" HIGH PRODUCTION WOOF FENCE (ELEVATION 7 0,0, 6w') r' y N ?) V jj 6; ".!1! j 5-0 HIGH WROU6HT IRON F-1ENtC-E V� HOLLOW I-Of', F301 10M, ANV OWE PAILO (rYVfCAL) KE Y LOCK N IIAVICAP ACCE00 F WFOUGI I f- IRON FENCE 600 A R F I 101. L OW PICK 1: 1-.r3, rj PA CE 0) 4 0.0 OELF CI OEING HINGE 0 (5) PEOMPT-1) FINIOI I GRAPE 1 FIN101 I FjURFACE ul 15 X GONCR E rF i-oo I-ING 4—�-CER NFIEP COMPACTFI) 0013GRAVE ,, ! 710 tq tai -0" WIPE x 6-0" H16H WROUGHT IRON FENCE . . . . . . . . . . . . . `fir -rte DI - CONCRETE WALK / PAYING STUCCO FIN15H WALL W1 Pty R CAP f!�!2A LD 111� )kl �A A . . . . . . . . . . . . . `fir -rte DI - CONCRETE WALK / PAYING STUCCO FIN15H WALL W1 Pty R CAP f!�!2A LD 111� Q) 1 7 RAWN CkJECKED j- DATE SHEET 5T OF (J" rjj fr gi Q) 1 7 RAWN CkJECKED j- DATE SHEET 5T OF (J" rjj i� '),i_ J %1 rir) Lrf�o ��-•,;4� ^x,..,T+- ,RSG%�'+/".."'ii'i• - +i'�Xyn Yttsrld"i �^ «-gjT@',�ryw'^", -'c^. ... ',.'� ',!: _ L:%,r`''S�- '- r',''ke't7' rye"'..."+- ?+ 5�'+ cc:;` a'_+.-."-M"`-+., i~ i1na�,"" 4+""69C1zLi- .�i,:...- �,- ''s,t'" aEG.3' •r- .r ^" j >` -KS•. �, +�+L?' ?� �.,,,;r fir. w�'� r.^zt.;.:s'a� °:s^+��-^'"''": i•wie�' -L,- .:.'i <_.rx.: °", .e..., *._.'`. _;,k..''� „+. 'c"'�u= "s.«..t:�:. +.:.fir.. ,..k,..:,.+re: . s .a. "3*., REVISIONS 8� '�+, err^_' -- ; e:�'i•': . 4x �a�� ..�.— , _v ... ....s y. •..._t �.- ..: a_ ............. r�y.2.,..'" e?�"' {. .•, .,.r.. �-,. « . ' .s, � s'" = `n'�.._ ., _ .,xi:: �.•ct',. _.�..,+i; ri?._ ....a ..s,c.'i..... _ .W 5+`.�.. .ss x �T: s: �S s�- '�'H's� .-r.. `3e- _ .,;� - �`"_' _ �y8 r GENERAL WROUGHT IRAN CC, NOT UCTION VOTED GENERAL WOOL) CONSTRUCTION NOTE ,5.- • ALL CONSTRUCTION SHALL BE PLUMB and TRUE, • ALL CONNECTIONS 5HALL BE CONTINUOUSLY WELDED. ALL WOOD TO BE #1 CONSTRUCTION GRADE and 5HALL SE ROUGH SAWN COORDINATE ALL WORK WITH ADJOINING CONSTRUCTION and . _. • A N OTHER SPECIALTY CONTRACTORS. ALL TUBING TO HAVE S WELDED CLOSED, E D DOUGLAS FIR UNLESS OTHERWISE NOTED. ® CONTRACTOR 5HALL VERIFY WITH THE PROJECT 501E+ ALL WELDS TO HAVE 5PLATTER5 and SLAGS REMOVED V and �- GRINDED SMOOTH, ALL NAILS TO BE HOT DIPPED GALVANIZED. ENGINEER'S RECOMMENDATIONS FOR CONCRETE WALKS, _ T :; • ? "`'`; `}'� -+ �°''''�' 5LA85, DECKING, FOOTING and OTHER APPURTENANCE5. • t HED NAILS ON DECKINGS, BENCHES, RAILS and ETC., {^ ® CONTRACTOR 5HALL PAINT ALL STEEL W/ (1) COAT ZINC CHROMATE U5E FINS • ALL CONCRETE 5HALL HAVE A MINIMUM COMPRE55IVE PRIMER AND W/ (2) COATS OF RU5TOLEUM FLAT BLACK PAINT or and 5ET HEAD AT 115 DEEP, V// AN APPROVED EQUAL or AS DIRECTED BY THE OWNER. STRENGTH OF 2,000 P-33. 9 23 DAYS and CONFORM TO REFER TO UNIFORM BUILDING CODES FOR NAILING 5CHEOULE5. A. 5. T. M. C -150, ALL BOLTS TO BE CADMIUM PLATED, GALVANIZED OR PRIMERED. ALL FOOTINGS 5HALL BE POURED ON UNDISTURBED NATURAL ''' 501L OR 90% COMPACTED FILL. 'ALL 5TRAP5, BRACKETS, HANGERS and ETC,, TO 5E GALVANIZED ': '; " <`. STEEL or PAINTED TO MATCH WOOD FIN15H UNLESS OTHERWISE NOTED. . STAIN ALL WOOD MEMBERS TO MATCH TRIM OF ARCHITECTURE UNLE55 OTHERWISE NOTED. • ALL WOOD JOINTS TO BE MITRED AT 45° ANGLES, �i FENCING / MONUMENT NOT E5 ALL WROUGHT IRON TRAP / MODEL FENCING 15 TEMPORARY and 5HALL BE REPLACED WITH REQUIRED SPECIFIC PLAN FENCING FOLLOWING MODEL CONVER51ON TO PRODUCTION UNIT5. mr> LrRcr_1/_ qtr) o ors 4/t ' t GUMMY FOOT CONNECTION PRINTED ON CLEARPRINT 1000 11 POOT / FOOTING CONNECTION GENERAL WOOO OYEHEAV CON T UCTION NOTE6 • REFER TO WOOD CONSTRUCTION DETAIL5 FOR MATERIAL5 and FINISHES. • WOOD MEMOERS NOT SHOWN BOLTED 5HALL BE ATTACHED IN ACCORDANCE TO THE UNIFORM BUILDING CODE NAILING 5CHEOULE, • ATTACH LEDGERS W/ 112" DIAMETER X 5" LONG LAG BOLT5 0 16" O.C. (STAGGERED) • CAMPHER ALL POST ENDS, 5EAM5 and JO15T5 PER THE FOLLOWING: 2" MEMBERS 112" 0 450 3" MEMBERS 314" C@ 450 4" MEMBERS 1" 0 45° 6" MEMBERS 1 -114" 0 450 8" MEMBERS 1 -112" 0 45° • ALL CARRIAGE and /or MACHINE BOLTS TO HAVE A 2" DIAMETER X 114" WA5HER(5) 0 NUT(5), • ALL BOLT5 TO OE CADMIUM PLATED, GALVANIZED or PRIMEREO. p ALL 5TRAP5, ORACK^ETS, HANGER5 and ETC„ TO BE GALVANIZED STEEL and PAINTED TO MATCH WOOD FIN15H UNLE55 OTHERWI5E NOTED. • STAIN ALL WOOD MEMBERS TO MATCH TRIM OF ARCHITECTURE UNLE55 ' OTHERWISE NOTED, • ALL WOOD JOINTS TO BE MITRED AT 450 ANGLES. 1 n C� n x e�I pa S Trc y� FFi lki PLAN ME W P037" / 5EAM CONNECTION wwv GENERAL I ONRY CON6TRUCTION DOTE • ALL REINFORCE5 STEEL 5HALL BE DEFORMED BARS CONFORMING TO A.5.T,M, DESIGNATION A -615 GRADE -40. • ALL FREE STANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETER OVERLAP AT 5PLICE5. • ALL RETAINING WALLS TO HAVE A MINIMUM OF 463 BAR DIAMETER OVERLAP AT SPLICES, • DOWEL5 SHALL BE EQUAL IN 51ZE and 5PACING TO VERTICAL OARS. • GROUT 5OLiD, ALL CELLS WITH STEEL, FOR RETAINING WALLS, GROUT SOLID ALL CELLS FOR FREE STANDING WALLS. • GROUT CON515TENCY SHALL BE FLUID WITH A MIXTURE RATIO OF (1) PART CEMENT, (3) PARTS 5ANO and (2) PARTS PEA GRAVEL. • MASONRY UNITS 5HALL BE GRADE N -1 CONFORMING TO A,S,T.M, DESIGNATION C -90 and MANUFACTURED IN ACCORDANCE WITH THE CONCRETE MASONRY A550CIATION STANDARDS, • MORTAR 5HALL BE FRE5HLY PREPARED and UNIFORMLY MIXED IN 'A MIXTURE RATIO OF (1) PART CEMENT, (112) PART LIME PUTTY and (4 -112) PARTS OF SAND CONFORMING TO A.5.T.M, DESIGNATION C -270. GENERAL POOL C N65r UCTI N NOTES: . THE OWNER SHALL 5ECURE ALL BI05 FOP, THE SWIMMING POOL. THE 5ELECTED CONTRACTOR 5HALL 5U5MIT 5HOP ORAWING5 DETAILING 57-RUCTURAL 5ECTION5, PLUMBING, FILTRATION, HEATER, ELECTRICAL, and OTHER APPURTENANCE5 REQUIRED FOR SWIMMING POOL CON5TRUCTION IN CONFORMANCE WITH THE EX15TING u OIL CONDI) ION5 and IN COMPLIANCE WITH THE t OVERN!NG CODES and ORDINANCES. POOL DES. K� r— TO HAVE A,, 1% MINIMUM SLOPE TO DRAIN AWAY FROM 5TRt1Ct- UPEC-�, ALL FIN15H GRADE5 5HALL BE I" MINIMUM OELOR/ ADJACENT FINISH SURFACES. • OANOING and / or EXPAN51ON JOINT5 5HALL 5E INSTALLED PER DETAILS, • ALL POOL CONTROL GATES TO BE SELF- CL051NG and 5ELF- LOCKING, • ALL POOL WALLS and GATES 5HALL E3E INSTALLED PER FLANS. • TILE 5ELECTION 5HALL OE OY THE OWNER / DEVELOPER, GS f tc Nt Lu - 13 :.Lu 1 ,s b _ V F JAN iJ�$RVii�t\3 'm DATE .SCALE p. ►�a{r s ` N, pi SHEET' �u 9a'TELEDYNENAMONAL NO. 186A- 30X42 1911 0 F t `t -^ j 0 a � 0 0 Las Vistas � I yI I I I I I I DRAINAGE LEGEND & NOTES,-$ I p 4° NDS DRAIN PIPE ............. 01 6° NDS 50 SPEE -D -BASIN DRAIN VJ/ GREEN GRATE �c I I I 0 6° NDS 80 6° ATRIUM DRAINAGE W/ GREEN GRATE I • I — —_ =� • ° ° " °,' I THIS INDICATES THE DRAIN LAYOUT. EXACT LOCATION(S) - -- �' - AND QUANTITY(S) SHALL BE DETERMINED IN THE FIELD BY j ; I THE CONTRACTOR AND THE OWNER'S AUTHORIZED I I = REPRESENTATIVE. I x'� PROVIDE (1) 3" CORE DRILL FOR EACH LOT THROUGH THE CURB DAYLIGHT. I I SLOPE ALL DRAIN PIPE AT A MINIMUM OF 1/4" PER FOOT. I • I GRADING LGEIDR I I I 's SYMBOL: DESC12IPTION: E.E. FINISH FLOOR ELEVATION I W 2 A T% F.S. FINISH SURFACE ELEVATION 247 H.P. HIGH POINT _ES OFFICE I. E. INVERT ELEVATION p� I b P.E. PAD ELEVATION LAO Y16TA6 VIYE ; I I T.C. TOP OF CURB ELEVATION I T.G. TOP OF GRATE ELEVATION I TAO VRIY—F j�44 355 LAO V16 ip 9 �p cs r LIGHTING LEGS Di 'MALIBU' CLASSIC LIGHTING SYSTEMS, WELL LIGHT - ttLV172 9 REQUIRED THIS SHEET TRANSFORMER/ TIME CLOCK �a REQUIRED THIS ttLV381T PLUG IN POWER PACK WITH TIMER 20OVA, LOW VOLTAGE CABLE LV455 1212 GA. 150 WATT FLOOD LIGHTS - 3 PER MODEL PER ELECTRICAL ENGINEERING PLANS. GENERAL LIGHTING NOTESa 10 INSTALL ALL LIGHTING EQUIPMENT PER MANUFACTURER'S DETAILS AND SPECIFICATIONS. • LOW VOLTAGE 'MALIBU' CLASSIC LIGHTING SYSTEMS, RUSS INTERNATIONAL, INC. 1100 WEST 135TH STREET GARDENA, CALIFORNIA 90247 • AVAILABLE THROUGH, HYDRO -SCAPE PRODUCTS, INC. 601 NORTH BATAVIA ORANGE, CALIFORNIA 92668 (714) 639 -1850 • INSTALL DIRECT BURIAL CABLE IN COMMON TRENCH WITH IRRIGATION MAIN LINE, LATERALS, AND VALVE CONTROL WIRE (TYPICAL). • INSTALL ALL TRANSFORMERS AND TIME CLOCKS ADJACENT TO THE RRIGATION AUTOMATIC CONTROLLERS PER MANUFACTURER'S DETAILS AND SPECIFICATIONS. POWER SOURCE SHALL BE PROVIDED BY THE OWNER AND FINAL LOCATION(S) SHALL BE APPROVED BY THE OWNER. f. § ?; +, µ,Tr .,,. SS•u'J.� iI .�u_';1::; - „�' <:..�. »w,..- .,,,�, x �•s� :��. �,r.�.:.� :MUD % ' •0 00 F t `t -^ j 0 a � 0 0 Las Vistas � I yI I I I I I I DRAINAGE LEGEND & NOTES,-$ I p 4° NDS DRAIN PIPE ............. 01 6° NDS 50 SPEE -D -BASIN DRAIN VJ/ GREEN GRATE �c I I I 0 6° NDS 80 6° ATRIUM DRAINAGE W/ GREEN GRATE I • I — —_ =� • ° ° " °,' I THIS INDICATES THE DRAIN LAYOUT. EXACT LOCATION(S) - -- �' - AND QUANTITY(S) SHALL BE DETERMINED IN THE FIELD BY j ; I THE CONTRACTOR AND THE OWNER'S AUTHORIZED I I = REPRESENTATIVE. I x'� PROVIDE (1) 3" CORE DRILL FOR EACH LOT THROUGH THE CURB DAYLIGHT. I I SLOPE ALL DRAIN PIPE AT A MINIMUM OF 1/4" PER FOOT. I • I GRADING LGEIDR I I I 's SYMBOL: DESC12IPTION: E.E. FINISH FLOOR ELEVATION I W 2 A T% F.S. FINISH SURFACE ELEVATION 247 H.P. HIGH POINT _ES OFFICE I. E. INVERT ELEVATION p� I b P.E. PAD ELEVATION LAO Y16TA6 VIYE ; I I T.C. TOP OF CURB ELEVATION I T.G. TOP OF GRATE ELEVATION I TAO VRIY—F j�44 355 LAO V16 ip 9 �p cs r LIGHTING LEGS Di 'MALIBU' CLASSIC LIGHTING SYSTEMS, WELL LIGHT - ttLV172 9 REQUIRED THIS SHEET TRANSFORMER/ TIME CLOCK �a REQUIRED THIS ttLV381T PLUG IN POWER PACK WITH TIMER 20OVA, LOW VOLTAGE CABLE LV455 1212 GA. 150 WATT FLOOD LIGHTS - 3 PER MODEL PER ELECTRICAL ENGINEERING PLANS. GENERAL LIGHTING NOTESa 10 INSTALL ALL LIGHTING EQUIPMENT PER MANUFACTURER'S DETAILS AND SPECIFICATIONS. • LOW VOLTAGE 'MALIBU' CLASSIC LIGHTING SYSTEMS, RUSS INTERNATIONAL, INC. 1100 WEST 135TH STREET GARDENA, CALIFORNIA 90247 • AVAILABLE THROUGH, HYDRO -SCAPE PRODUCTS, INC. 601 NORTH BATAVIA ORANGE, CALIFORNIA 92668 (714) 639 -1850 • INSTALL DIRECT BURIAL CABLE IN COMMON TRENCH WITH IRRIGATION MAIN LINE, LATERALS, AND VALVE CONTROL WIRE (TYPICAL). • INSTALL ALL TRANSFORMERS AND TIME CLOCKS ADJACENT TO THE RRIGATION AUTOMATIC CONTROLLERS PER MANUFACTURER'S DETAILS AND SPECIFICATIONS. POWER SOURCE SHALL BE PROVIDED BY THE OWNER AND FINAL LOCATION(S) SHALL BE APPROVED BY THE OWNER. f. § ?; +, µ,Tr .,,. SS•u'J.� iI .�u_';1::; - „�' <:..�. »w,..- .,,,�, x �•s� :��. �,r.�.:.� :MUD ikS°.`. i:[ S:. Cb' r:=' iT. t; x? i.4iW.,Y'F- r.Er1..>y:'�- ;v.{Yit !`.':.� v�.i,:.xi.�,.�'•.:- r REVISIONS' t By PRINTED ON CLEARPRINT 1000H .04 BRAWN �jo OAT sr-ALE ic PLANT LEOENP: co '.REMARKS,., 'S 'NAME I,, M,'_ NAME Treco. allY., 'SIZE, A reGaotrurn rornanzofflanum j to Fito. per Plant per detail W p Queen Palm lan Oeyora parviflora 15 Gallon Stake per detail T3' Auetrallian Willow io 15 Gallon Stake per detail 13, Monijell'.Pime :'� PietaGia chineneir, 7 24" Box Stake per detail 73' Chinese piatache F hru 170'. Aucu,17a japonica "Yarlegata' 24 S Galion Gold Duet Plant; TTl Hernerocallie; Hybrids' fob 1 Gallon' Mixed colors Hybrid Vayliiy Jueticia brandegeana 21 6 Gallon Shrimp plant Lavendula dentata 37 6 Gallon French Lavender Nandina dorneotica 5 16 Gallon Heavenly Bamboo Nerium oleander "Petit;e5almon' 103 5 Gallon V" Oleander PlIttooporum tobira 52 6 Gallon Mockorange Pittoeporum tobira 'Wheeler'lo Usilarf" 34 5 Gallon Wheeler'sPwarf Mockorange Pod ocarpua gracillor 3 15 Gallon 'Fern Pine Oantolina ohamaecyparioeue �62 5 Galion i Lavender Cotton Tecornaria capenvio 36 5 Gallon T., Cope Homayeuckle O XyIov;-,ma congeatum e9 5 Gallon Shiny Xylooma Geleemium eempervireno 7 15 Gallon Train to wall Carolina jeoeamime or fence &A -jaaminum nitidum 13 15 Galion Train to mall Angalwing Jaemine or fence Oroutid Cover:' 777_ 7_4 al,,Color -- In Vloorn ,-x7 Armu, (From eolor pike opaced 00 0" o.c. - 020 sq. ft, 5� flair,; of 64 plants) Gazania Uniflora '0unrloe Yellow'- Tralling Gazania (From Pate; �qjmced 60 12"o.c. -,5,320sq. ft. 104 flats of 64 plants} ­ 7 rPeria peruviana `6tarfire'- Ver to V40 7 01 7 ,7f 1 (Fror" flats opaced 40 12" o.c:. -.,,,3.290 sq. ft. 52 flats of'64'planis) Sodded turf - re.4-er to ood noted oheot, -:3,, (7,655 sq. ft.) 'I L'�-GENV IRRIGATION NUMOC.", MIN, VTFU 15 'rF,T,51 POP UP TUFF- 5FXW' hrACI 1004­53AM Ifir 4"PUP KAIN! 8IR11 11 EERIE,' ,OP- up I Lixf crRA,'HEAU I0 foull_:�A&445kf 4- POP, fjFNI f-,JFAI, A FEATIlPr RAIN VIRV 15 0EME, PU �­ Uf'fUKF 5VRA1dCAU I804,5AV-I1dT 4' 'I)P-UPV05CAt. A- 1.1,5!1': FEATURE XAINL319U ;' -� 0EXIC6 POT UP 10f:F i5i"PA T, 11FAL) W04.5AM-IC,2 I' I: Ui UP W/! FAL-A MA fir F CA ILl XAtill! 019P 12 EFR1!15 POP - UP TURF 5PRA ( NEAP r„ IDC4-��ASJ-IZF 4P. TIP UPl'11fFAI.-A-TIAIf1 rEAFUF" V RAIN 0IRV 12 5EXIT25 POP- UP ltfir 9PPA' HCAU 2"', U304.VV-12H 4' POI' - FCATUIiF KAIN VIRV 12 5M95 POP - UP TURF 6PKA YNEA0 70 70 'HMI rik'f F 1804- BAST -11 [ 4" POP - UP Y9/ 5F.At.-A-MA TIC FEATURE 10 RANT 019P 12 SE911111 POP - UP TURF 5p),,,ly HEAT) 20 5.5 004-5A?l A-MANI71FEATUTIF 9AIN EW 12 5EFI175 pop - UP IUX[ SPRAY HEAL) 10 9' IT I I If% I I t004-5ATI-I2r 4" r,)p- UPWI 0,'7AL -A,.kfA TIC FrA I UR E MIT VIKU 12 SER1E5 POP - UP TURr 5PKA ( firACT f I� I r f004-SAM -12H 4" POP , UP Ill 5T71.'­A-&fAlfC FrA]UqE PAIN WKI? fZ 5CrEo POP - UP IUKF 51FRAYHEAP io•p ri,r'i, 4' Pot' - UP VV/ CFAt-A,AfAfj(.rFAI0Kr RARI 131FQ E2 l;317FIE-9 pop - tip TUPF SPRAY 116,V) it, 15 9 It, Ailif-L I-A, 1504-5AI1 1117 4' POP - UP W 'IrAL- A-MATT(= F6AIUFE RAIN 00110 f;I 5rX(FC rup - UP t3iffi!rfb =PRAY HEAR jj)o•j_5A%j-T2F 4' pot' - LIP W1 5FAL A-MA TIC r--Al LIKE MIN CIRO I? 5ERIE9 P" )p - UP ISHKUB 5PPA T` fIFAP 101i 1004.5A61-128 - 4 pop - tip IV/ FEAL-A-NLATIC fFA TURF (IJCU-12H) tfOUNrW1PA rS5 ATTAPT LK) ?, io RAIN CIRO 12 51594�' POP - tip gpixuo EPP,% r FICAP 1004-yAlil 121 4 OF-UPW15r6L-A-NLW;Cf-rAfURE RAIN LIMP 12 EEFIE5 POP • UP jHYUf SPRAY' HEAD 20 53 10, :UAF,,r, ,:g, I 1,90,1-EIAM KM 4 P o .,t:�A il - UflsVIL-A-NINIICFEATUU (10,3 -120) (pIXE0R16EK 9AIN 81R0 1,9 CF91L5 Pop - UP 5ffRuo rlr?"Ar HEAL, _YT f'OMPF ITEI� I INC. �C� 171 If WOO-1APie -0fl-ftr-PI-15 090 1:1 POT' - UP VV/ E;EAL A MAIII: FFATUZE 4 rri ("u 0114117) rpr FlIXEC) FISErl MOI1114T W/ PA - a- PLA,31;c pf1f:U11 AVAI'IE :) RAIN TWO 0 5MF5 Pop- Up 5[JKUf3 SPRAY HEAD 1-0 13, 1800-11AM 57"-['Lr-pcS oJo 6" POP - LIP',// 5UAL-A-WANG '5ATITZE t (fljA1:Ki[ <1 f if (woo..fi-ru) ( rJAEL, W/. A L­ PLACiTIC SHRUt' APAVIIl) PAIN 43fru a 5_RIE4E pop - of, Si,Ruj ^;m,,y HEAD "P'(F • I19011•6MM 010 a' POP - UP W1 qrAL A-MANC rFAIIJRE t pf,5 I1,10 (T)KANCE) F t ,rrN IrDoo T; (flArV RISE? MOUNT` IV/ PA - 66 P ( A5111: SIJPUD ADAPTER) R"114 cifIll ID 59KIEF Pot, - Up 5tIRU8 HFALl "12 -,t1iW !6, f25 - 5If" (FLIEU R15EX NfCUN7 IVIPA -PI; PLAEjIr 51IROO AUAT`f-P) 51RE) 15 6EK1155 flo" •if- 1300 OANf-l5Elj T-PC 5 000 6' P,)P - Up W/ 5EAL A `il,`W(; (01,Alii1) S•"r;,N KAU BIRD 622 1F,1IF5 PUP - U,'aTRFAIJ CAT lFRN IfEAV 3 IT 113 0 -r,,", I, I - il 11 %1, 1 - S 9 - T`C5 - 060 POP - UP W/ 545 A' - A &JAIlf: r-,�%foFE & 'C, 0t:(i(uLAcll) - I r _CIOR r P9 E 5 j K I' � ON1 V F I P;A NN 6 E F 56' 1 RAJI RAIN! F.lrFCT s322 6159IC5 POP UP 5,'KEAAf PATTEKN HFAII 0 'I'liC 6' POP - Up W/ 5 CAL -A-MA fir FCAI ORE A;'(,C-04U (OPANVIF) . ff%'JiFCWXlI qA!NVt CIOW13ERIEC, ti 1AI`4 IARV 51 REAM PAIMU I HCAO zo I,,[ i C­ r ffAFP,Kf5E9 MOUNT W/ A 05 69/l55 ',I i,,'ULT AtTAp! C+ A 1 0"' if, r, P,9IFL;EU9C CONIPEN6A TING 5CREVI ItY ;P6Jf­CT0k'r 9AINV:RV 016 5EXIE5 5irANVARV EI7REAM PATTERN HrAll 3,) 40 afj,­ FR F H10043160 3LA PC, 040 I'l lEV P15EK MOUNT TV/.\ Oil DFA56; ,: 1YU43 AVAPTER A F( r, 0,10 ' XESE3UR5 COMPIF1,151A [IN(; SCRMJ - 1!3• IRA,)rC;0fQ FWN019f) 5 95KIE5 pop - UPSTREAM DIVOT 17F HEAD fjo V trot r,jK, IT: 1806 - SAM -5f i-8 -FG5 -060 Ill' POP - UP W/ 5FA1 A-MAIIC FEATURE & pr5_OC.0 (pLAC.,t) PXE,113URF COMPENSATING SCREEN AW"I'mo I rrg,18F POP - UP S REAM OUMILEK NrAill 61 POP • Ui� W151TA,-A-MA I 1C FEAT TIRE e- PCE, U•71) Tw-,% oon PFE6DUKE COMPEN5AW40 5C7,EC1`T -q • P,4 lifir I &I pill 1 -fe4� IM I 11OX I 'At t I'Af V�1; INr Wr I I'll 0111 f flull i-, I, ll I, Irf. LINE rinNo ( AT 'AT') A!; 8 10 01"P) - Y1 F4/ Y I fX A I Ill N ),`4 11 It I if 11) 1'X, 0 p 1) 1 f I F 5I A, I Ur I _t, 1,1x) XU t t1011 3111"I'Alu'I hilLik'R i,rXirl IlIXA11011 lil Ifir flUll"Rflig 11) 111!- i,IANI Ill fill 61ARI'llf it[(:) 10141, k10i2I't ill I 11IMP9 / L5Ark, I'A /jIAPR, 114' ff) ell"I VEL 11foLlrd Will ELECT RIC ANGLE IAl I'h (1-flW -C 11 19FACI l( 11 lfif ALI) KICIIfIrr Af0Vt 1. 70, 1 100V9 AIh4C5pTIEXjC YI(.IJUIf kiKI:Ar01 • le'drR, KAfN kilito Xch(, "ER19c, '"ITOMMIC CON4KOLLhe,' � 11) 'Pat Y!"V-160 fe) 5TAIi0o!;, WALL MULNI IN UARArF, FINAl (VN•!i!oj t9it L41C,11i(jitjj5q IfAll TIP AePKOSrfl If, I" 5EXWIH LINO PIPING 1-11 IlIvEt ua,'imir 0 Y THE rLi FLuerx - l,lki, Y LorAflolf IN ME I IFLII PMOR TO xrrf.,K. I,) PLAN 11 IE 51AIXI of CUNIVIUC11014 9uXV'CE UNr PWINo IQ Wit PAI L YAI,1,8 5110t of F:tl YAl?U TJrXj.'og Tf,jUXE F_V1gNfjriN IT) VWLILI,Ig lirf rx 10 FLAN Itir PrMorrf:) MAIN 014hpiPIN I VYC t12O5G"rVULr 10 P! AS /IC FIVil WE floe Fil, (10-5(itirlum L;mifor CovEfi) MIL-RAL LftjF Im 1120CIA56 51zr Pilo EV i"'Immum vnei'l w- COYFKJ TO 116,lHC I'L`11 ei, hVLrp '(if 51e, ?I(),. P gtiti6AIN PAWNU rXitil j tAIAVK E AL tl�, 5LEL YE pYC 5CHETIME 41,14A.5r,C Vlpr "W"K, PF NpAIU PA171,GrKII)P, ITT ';ApF Cliffs V1, rillmit, LK yr T VE $Leh' -,, 41 PI.MANIT JVI V Ar EACH FIXE0 R115FR HeAO LOCATION A5 RFaUtREP) TO PgrYENTLM HEAP PKAU�ACE. i14E tANUq'CAPi CQtjfKA6TQ9 SHALL I-XOVIF)F (1) KING 5K05 A0jU57'A5L6 CHECK YALVE IATIff-PKAIN) of Af'/',70YEP FQUAL -:9 For - UP �,FP 0 APJACET'lr TO ORIYEVIAYC, ANO 51PFP,(,ILr,5, THE LANOSCAIFIE C011,0 ArroF �iHALL FROME A-5 REOL119f POP AYHEAP, (1) VXf f54;UI.!7_CO6WSN5A1 tHr, OGRCEN T`O PREVENT l' ANY OYEROPYAYGN 10 0AW AMENIfX5 THE LAN()SCAPE CON rNACTO 9 OHALL Af)JU51` ALL 51PRINXILER H-1-15 IN I'lig FIFL9 TO Ae COMMoVA I E THE 0EF,1 COVEXA<-, t_- FOR ALL,LAUPSCAPEPARCA5. PRINTED ON CLEARPRINT 1000H REOW000 HEAVER 50ARP PLANT TABLETS - 1iI"l PER SPECIFICATIONS TRANSITIONAL ZONE OF UNCOMPACTED UNAMENDED SOIL FIN13P GRADE--t N-10 TEST I) ALL PALM TREE I-EK,44TS SHALL BE DETERMY'VED AS MEA%RED FROM 77-ff TOP OF FELD 9-G R(.;OT CROWN TO TI•E E?A,E OF TF=PS"r F20ND STELA AT TRI-NK 2) ALL PALM TREES 10' AND S5 - TEP Sl iAl 1 PAVE TOP Of ROOT 020INN BLVIED IT BELOW Fj1,ISP4ff0 GRADE ALL PALL! TREES 10' AND TALL-5;? SPALL PAVE TCP QOOT CROWN at-RED 24* BELOY/ FNSPED (32ACE PREPARED BACK FILL MIX PER NOTE 2 OF THIS SHEET 4" HIGH WATER RETENTION BASIN, FORM W1 NATIVE SOIL FROM PLANT PIT EXCA VA TON BASIN RIM SHALL BE RAKED OUT PRIOR TO INSTALLATION 4' TPEE;2OOTBALL CRO WN SHALL BE PLACED ACCORDING 0, TO NOTES ABOVE (PLANT 4637P ,IF 'D TO ALLOW FOR 'WATERING SETTLING) 2f ROOT3ALLI + 8' PALM TREE" PLANTING REFER TO SPECIF-/CA TIONS FOP BACKFILL AND COMPACTION f:?EQUIPEMENT,5. 3P,I-\L--)E NON-FPESSIJ1___1E- LATEPAL LINE PIPING P1,7ESSUPE MAINLINE Pff--ING CONTROL 011PES - TAPE AND BUNDLE EVEPY10 FEET. hNSTALL ADJACENT TO MAIN LINE PROVIDE 2' CLEAN BACKFILL -.3-RENCHINQ CONCRETE CURL3,WALK OR FACE OF STRUCTURE 0,1 1:01% TUFF Atr�EAF, FINISH GLADE POP-UP OPRAY HEAL? PC �P-UP PRAY HEAD IN TALL * ABOVE GRADE UNTIL PLANTS ARE ESTASQS�VIED PVC SCI-fFOULE 80 NIPPLE DOUBLE SWING JOINT - PVC. LATERAL'LINE rl F1I`\JtS[4 GRADE NOTES: * INSTALL T14k>LJST BLOCKS AS REQUIRED BY CODES. * INSTALL PER LOCAL GOVERNING CODES. _ELEcTRIC ANTI-51PHON YALVE Ju J co Lu 3. < -,Tj,1'F`VC LATERAL LINE '-\K PVC MALE ADAPTER 9O'PVC ELBOW UVRIPVC Bk:;OOW[\Llf\E ELBOW PVC MAIN LINE ADAPT AS REQUIRED NOTES: * INSTALL THRUST BLOCKS AS REQUIRED BT" CODES. * INSTALL PER LOCAL GOVERNING CODES, ANGLE YALYE ­lpy' :uv� /PVC Bj�?OWMUNE NIPPLE UVQIPVC E3k->OWN,JNE EL-BOW ul '',J ® Lu :- Lu X C4 Lu tsd Lu lu FIINJI-14 GLADE ­j T!,_ PVC LATERAL LINE E PVC MALE ADAPTEi? \=UVRVPVC BF,1OVV.-,`,J NIPPLE 900PVC ELBOW PVC MAIN LINE ADAPT AS REQUl,R ED NOTES; * NIS TA LE THI`?U& T BLOCKS AS WEQUI,-FD B DES. * INSTALL PE,1? LOCAL GOVERNING CODES. AT-10105FHEKIC VACUUM bFLEAK"EF7, 6' 6 SwQub -"PR1_\Y HEAD--),� ),A 11t FINGN GPADE = wFACE-01` STPUCTURE--­_ FENCE, OR WALL. A L 7 VC P SCHEDULE 80 RISER Ell - PVC COPP LING PVC SCHEDULE �0 NIPPLE DOUBLE SWING7, JOINT A5SEMBL Y PVC LATERAL LINE u " ,,IE NIPPLE I UNE ELBOW N FINISH GRADE QAL LINE 'ADAPTER 3120 NNUNE NIPPLE _130W LINE ADAPT AS REQUIRED I-1 X11_ 5PRAY HEAP 13ALL VALVE FIN :,QADE (INSTALL BOX E FINISH GRADE) 'VALVE BOX W1 3 COVER, BY )NTINENTAL PLASTIC 4CTLiQAJG COMPANY OR 'NO, 5-95-15 GREEN W1 Ni RKEO WATER ALVE 5LOCKING (REDWOOD) RE MAINLINE QED MALE ADAPTER FOOT PEA GRAVEL SECURE TO WALL W1 LAG OR WOOD SCREWS r X 4' REDWOOD BLOCKING JUNCTION L30X 120 VOLT ELECTRIC CONDUIT AND SERVICE BY ELECTRICAL CONTRACTOR FINAL WOOK LP BY IRRIGATION CONTRACTOR KEY LOCk, AUTOMATIC CONTROLLER ____A LING WIND )LT TO CONCEAL AGE WIPING POSED ABOVE GRADE 16' WT. TWIST BRACE - �LANGES NAIL ED TO STAKES OR APPROVED EQUAL 12' -O' LODGE POLE STAKES (2) W1 GREEN PERSERVATIVE STAIN PLACE ON WINDWARD SIDE OF TREE I It T E E "T" K 1 (57 F _7 N., ra Qb cYa L 4, i. z m PROVIDE A 2* DEEP BASIN AROUND POOTBALL BELOW FINISH GRADE TREES LOCATED IN TURF AREAS DO NOT REQUIRE SUCH BASINS. . .. ..... WHEN PLANTED, TOP OF > V­z WOOTBALL TO 3E FLUSH WITH FINISH GRADE 'A uj IT FINISH GRADE % BACKFILL MIX &1 �Co) R;x WA "9 1 20OTBALL 0 Ar E PLANT TABLETS (;?EFEJZI TO 14 L` SPECIFICATIONS) r, CA L- E ti 0 n e j-­_-,TAMPED, PREPARED, BACKFILL MIX 4P P - - - - - - - - - - 2 X DIAMETER 44 11 REVI E-INED"BY COA , CHEW\ VAL LEY 1NATER DISTRICT' OF P007BALL P �OR, USE,Qr'WATER EFFIC I�NT:II-ANDSCA, E_bESIGIN,:,','�', ANb-U8E',6F WATER iA'r[QN '0�t, V,L;1';,Wjr� . .. ... 4 -]No TREE 5HRUE3 PLAN7 nAtA ENT P, S ECIA, F)EPUrY CHIEF rNQINEr9­ _77=,T 9".17 co 01 L-Ij 0 0 < 0 L rn < LLJ > C < < < LLJ Z 0 UD C-_ 0 < C� --5 T E E "T" K 1 (57 F _7 N., ra Qb cYa L 4, i. z m PROVIDE A 2* DEEP BASIN AROUND POOTBALL BELOW FINISH GRADE TREES LOCATED IN TURF AREAS DO NOT REQUIRE SUCH BASINS. . .. ..... WHEN PLANTED, TOP OF > V­z WOOTBALL TO 3E FLUSH WITH FINISH GRADE 'A uj IT FINISH GRADE % BACKFILL MIX &1 �Co) R;x WA "9 1 20OTBALL 0 Ar E PLANT TABLETS (;?EFEJZI TO 14 L` SPECIFICATIONS) r, CA L- E ti 0 n e j-­_-,TAMPED, PREPARED, BACKFILL MIX 4P P - - - - - - - - - - 2 X DIAMETER 44 11 REVI E-INED"BY COA , CHEW\ VAL LEY 1NATER DISTRICT' OF P007BALL P �OR, USE,Qr'WATER EFFIC I�NT:II-ANDSCA, E_bESIGIN,:,','�', ANb-U8E',6F WATER iA'r[QN '0�t, V,L;1';,Wjr� . .. ... 4 -]No TREE 5HRUE3 PLAN7 nAtA ENT P, S ECIA, F)EPUrY CHIEF rNQINEr9­ _77=,T 9".17 7 L ROOT BALL -STAKE SHALL CLEAR FOOTBALL BY A MINIMUM OF 2' ' d I I Eld I IEEI (1- f NOTEt i2EFER TO DETAIL 'A' THIS SPEET FOR PLANTING 12E. N M-F PIT PEOU ETS. T E E "T" K 1 (57 F _7 N., ra Qb cYa L 4, i. z m PROVIDE A 2* DEEP BASIN AROUND POOTBALL BELOW FINISH GRADE TREES LOCATED IN TURF AREAS DO NOT REQUIRE SUCH BASINS. . .. ..... WHEN PLANTED, TOP OF > V­z WOOTBALL TO 3E FLUSH WITH FINISH GRADE 'A uj IT FINISH GRADE % BACKFILL MIX &1 �Co) R;x WA "9 1 20OTBALL 0 Ar E PLANT TABLETS (;?EFEJZI TO 14 L` SPECIFICATIONS) r, CA L- E ti 0 n e j-­_-,TAMPED, PREPARED, BACKFILL MIX 4P P - - - - - - - - - - 2 X DIAMETER 44 11 REVI E-INED"BY COA , CHEW\ VAL LEY 1NATER DISTRICT' OF P007BALL P �OR, USE,Qr'WATER EFFIC I�NT:II-ANDSCA, E_bESIGIN,:,','�', ANb-U8E',6F WATER iA'r[QN '0�t, V,L;1';,Wjr� . .. ... 4 -]No TREE 5HRUE3 PLAN7 nAtA ENT P, S ECIA, F)EPUrY CHIEF rNQINEr9­ _77=,T 9".17 m, ®N RR�GAT1 PCIICAI 5CCPE OF WORK LOW VOLTAGE CONTROL WIRE A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CON515T OF THE A. ALL COMMON GROUND WIRE SHALL BE WHITE. FURNISHING OF ALL LA50R, TOOLS, MATERIALS, APPLIANCES, TESTS, PERMITS, ETC„ NECESSARY FOR THE INSTALLATION OF A LANDSCAPE 5. WHERE SEVERAL VALVES ARE MANIFOLDED, DIFFERENT COLOR WIRES SPRINKLER SYSTEM, AS SHOWN ON DRAWINGS. SHALL 5E USED ON POSITIVE WIRE FOR EACH VALVE. 5. IT 15 THE INTENT OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK C. FOR WIRE SIZE REFER TO THE MANUFACTURER'S CHART. OF INSTALLING A SPRINKLER SYSTEM COMPLETE AND OPERABLE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE D. NO WIRES ARE TO 5E SPLICED BETWEEN VALVE AND CONTROLLER EXCEPT WORKMANLIKE STANDARDS E5TA13LISHED FOR SPRINKLER OPERATION AT VALVE LOCATION. FOR FULL COVERAGE. -- E. ALL VALVE HOOK -UP SHALL 5E WITH RAIN BIRO'PEN -TITS' WIRE ATERIAL5 CONNECTORS OR 3M 5COTCHLOK 3500 SERIES. AS PER IRRIGATION LEGEND SHOWN ON DRAWING5. 517E VERIFICATION VERIFICATION A. THE CONTRACTOR SHALL VERIFY THE CORRECTNE55 OF ALL FIN15H A. 5EFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL GRADES WITHIN THE WORK AREA IN ORDER TO INSURE THE PROPER SOIL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT COVERAGE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPE. ANY VARIATIONS TO THE 13UILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. N07-E A. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF 5. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATION, EXCESS EQUIPMENT, MATERIALS, AND RU131315H INCIDENTAL TO WORK SIZE, PRESSURE AND DETAIL OF 5TU5OUT5 PROVIDED AS THE SOURCE OF THIS SECTION. OF WATER SUPPLY TO THE SPRINKLER SYSTEM AS SHOWN ON PLANS. GUARANTEE GUARANTEE C. THE CONTRACTOR FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING BIDDING AND / OR PRIOR TO PROCEEDING WITH ANY WORK, A. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED FY THE SHALL NOTIFY THE BUILDER I DEVELOPER'S AUTHORIZED CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING REPRESENTATIVE OF SUCH DISCREPANCY(5), OTHERWISE THE SETTLING OF BACKFILLED AREAS BELOM6! GRADE FOR A PERIOD OF ONE CONTRACTOR MUST A55UME FULL RESPONSIBILITY FOR ANY AND ALL (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. NECESSARY REVISIONS. D. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL 5E CARRIED OUT BY THE SPRINKLER CONTRACTOR. RECORI? 0RAWING5 A. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE 'A5 BUILT' DRAWING ON (2) 24" X 36" MYLAR5 AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO FE DELIVERED ON OR BEFORE FINAL INSPECTION. TRENCHING A. TRENCHES FOR PLASTIC PIPE 514ALL PROVIDE A MINIMUM EARTH COVER OF 15" ABOVE THE TOP OF THE PIPE FOR ALL 'MAIN LINE' AND 12" MINIMUM OVER ALL 'LATERAL LINES'. PRE.55URE TEOTING A. ALL MAIN LINES IN THE SYSTEM SHALL BE CAPPED AND PRE55URE TESTED AT 150 P. 5. 1. FOR A PERIOD OF THREE (3) HOURS. ANY LEAKS FOUND SHALL BE CORRECTED 5Y REMOVING THE LEAKING PIPE OF FITTING5 AND INSTALL NEW MATERIAL IN PLACE. 5. ALL LATERALS SHALL BE PRE55URE TESTED FOR A PERIOD OF THREE (3) HOURS AT THE DESIGN PRE55URE OF THE SYSTEM. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO 13E COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED 5Y THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. COVERAGE TE ,5T A. WHEN THE SPRINKLER SYSTEM IU COMPLETED, THE CONTRACTOR, IN THE PPE5ENCE OF THE 13UILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. QUICK COUPLER A. THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AT 150 FEET ON CENTER THROUGHOUT THE ENTIRE PROJECT OR AS INDICATED ON DRAWINGS. CONTROLLER A. CONTROLLER LOCATIONS SHALL BE AS NOTED ON DRAWINGS OR AS LOCATED BY 13UILDER5 / DEVELOPER'S AUTHORIZED REPRESENTATIVE. B. 120 VOLT SERVICE AND HOOK -UP TO CONTROLLER SHALL BE 5Y BUILDER / DEVELOPER. IT 15 THE IZESPON51131LITY OF CONTRACTOR TO NOTIFY THE PROJECT SUPERINTENDENT WHEN THE CONTROLLER 15 READY FOR 120 VOLT HOOK-UP. GENERAL IRRIGATION NOTE ,5o _ 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLER TO BE PROVIDED 5Y ELECTRICAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL FE RESPONSIBLE FOR MAKING HOOK -UP FROM OUTLET TO CONTROLLER. ® ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES TO 13E COPPER OF #14 DIRECT BURIAL. USE 13LACK FOR PILOT - WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE P05515LE. PROVIDE'.- MINIMUM 15" COVER. USE #14 AWG FOR CONTROL' 1;14 AWG FOR COMMON. $ PROVIDE MINIMUM 18 COVER OVER ALL PRE55URE MAIN LINE PIPING AND' 12" OVER ALL NON - PRE55URE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREA TO 5E INSTALLED IN SLEEVES. ALL SLEEVES TO 5E PVC 1120 SCHEDULE 40 PLASTIC PIPE INSTALLED PRIOR- TO HAR05CAPE CONSTRUCTION. a FINAL LOCATION OF AUTOMATIC CONTROLLER TO BE DETERMINED FY THE OWNER'S AUTHORIZED REPRESENTATIVE AND / OR LANDSCAPE ARCHITECT. a TH15 DESIGN 15 DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS 15 FOR DESIGN CLARIFICATION ONLY AND 15 TO SE INSTALLED WITHIN PLANTED AREAS WHENEVER P05515LE. m THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE_ AND TO PREVENT OVER5PRAY ONTO - WALKS, DRIVES, AND BUILDINGS t1 si :E=:; THIS SHALL INCLUDE SELECTING THE BE?T'.DE REE QF,ARC TO FIT EXiSTING SITE C01�!DlT(C1t�St;`I,IO -iiVE ri'I;i Y WILL. FE ALf.L``rifED C'e1 -16 �`-�ARF)OC A'E " DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT 15 013VIO05 IN THE FIELD THAT UNKNOWN 0135TRUCTION5 OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL FE BROUGHT TO THE ATTENTION ON THE OWNER'S AUTHORIZED REPRE5ENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR MU5r A55UME FULL. RE5PON5111LtrY FOR ANY AND ALL NECESSARY REV1510NO. a INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS. a SYSTEM DE51GN 15 BA5EL_1 ON MINIMUM OPERATING PRE55URE SHOWN AT EACH POINT OF CONNECTION. MAXIMUM G. P. M. DEMAND SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON 51TE PRIOR 70 5TART OF CONSTRUCTION. r" PLANTING OPECIFICATIONO. 5C®PE OF WORK A. THIS WORK SHALL CONSIST OF PERFORMING, CLEARING AND GRUBBING, 501L PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE INCLUDING FURNISHING ALL LA130R, MATERIALS, TOOLS, EQUIPMENT, AND OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT. MATERIALO A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREAS 15 COMPLETE AND APPROVED. 5. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED FREE FROM DISEASES AND INSECTS. QUALITY AND 51ZE OF PLANT MATERIAL SHALL CONFORM TO THE STATE OF CALIFORNIA GRADING CODE OF NURSERY STOCK AND SE OF NUMBER ONE GRADE. C. VARIETIES AND SIZES OF PLANTS SHALL BE AS SHOWN ON DRAWINGS. FERTILIZER AND .501L CONI)ITIONERO A. REDWOOD SHAVINGS - SHALL 5E NITROGEN STABILIZED REDWOOD SHAVINGS (0.5% NITROGEN, DRY SASE). B. ORGANIC FERTILIZER - SHALL 5E PROCESSED SEWER SLUDGE WITH MINIMUM CONTENT OF 1% NITROGEN AND 2% PH05PHORIC ACID, EQUAL TO 'NITROHUMUS'. C.- TOP DRESSING - SHALL BE'FOREST HUMUS'. D. ORGANIC FERTILIZER AND 501L CONDITIONER - SHALL 5E 'GRO- POWER`, ORGANIC MADE MATERIALS COMPRISED OF DECOMPOSED ANIMAL, VEGETABLE MATTER AND COMPOSED TO SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, ANIMAL OF HUMAN WASTE. GUARANTEED ANALYSIS (5 -3 -1) NITROGEN 5 %, PH05PHATE 3%, POTASH 1%, 50% HUMU5 AND 15% HUMIC ACIDS, AVAILABLE THROUGH: SOUTHERN CALIFORNIA ORGANIC FERTILIZER CO., EL MONTE, CALIFORNIA, (714) 750 -3830. GENERAL WORK PROCEPUR O A. LANDSCAPE WORK SHALL FE ACCORDING TO THE WORKMANLIKE STANDARDS E5TA13LISHED FOR LANDSCAPE CONSTRUCTION AND PLANTING. WEEPING A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEED5 AND GRASSES SHALL 5E DUG OUT BY THE ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 50IL CONDITIONING A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 5 ". ALL OE13RI5 EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE D15PO5ED OF AT THE CONT'RACTOR'5 EXPENSE. SPREAD EVENLY IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4" WITH THE FOLLOWING PER 1,000 SQUARE FEET. 4 CUBIC YARDS OF NITROLIZED REDWOOD OHAVING5 150 POUNDS 'GRO- POWER' 100 POUNDS AGRICULTURAL GYPSUM 20 POUND5 'AGRIFORM' (ALL PURPOSE TURF MIX) 21 -8 -5 PLANTING A. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH WIDTH TWICE THE DIAMETER OF RODTBALL AND 6" DEEPER THAN THE LENGTH OF ROOTSALL. EACH PLANT PIT SHALL 5E BACKFILLED WITH THE FOLLOWING PREPARED 501L MIXED THOROUGHLY: 2 PARTS NITROLIZED REDWOOD SHAVINGS 1 PART'NITROHUMU5' 3 PARTS EXCAVATED 501L 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: 1 7A5LET PER 1 GALLON 51ZE PLANT 2 TABLETS PER 5 GALLON 51ZE PLANT 3 TABLETS PER 15 GALLON SIZE PLANT LARGER PLANTS ONE (1) TABLET PER 112" DIAMETER OF TRUNK CALIPER. F. PREPARED 501L SHALL BE TAMPED FIRMLY AT 50TTOM OF PIT. FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND INSERT PLANT TA5LET5. COMPLETE SACK FILLING AND WATER THOROUGHLY. C. ALL PLANTS SHALL BE SET 50 THAT, WHEN SETTLED, THEY SEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY FORE TO THE NATURAL GRADE 5EFORE BEING TRANSPLANTED. D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND (LODGE POLE STAKES LENGTH AS REQUIRED). FASTEN TREE TO UPPER END OF STAKE IN AT LEAST TWO (2) PLACES USING H05t: TYPE TIES. E. PREPARE RAI5ED EARTH BASIN AS WIDE AS PLANTING HOLE OF EACH PLANT. F. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL 5E APPLIED TO EACH TREE AND 5H1'U13, IN SUCH MANNEK AZ 11,40T TO 1911TUR13 FACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. G. 5'EFOPE GROUND COVER PLANTING, REM10YE EARTH PEgfyf TO FIN13H GRADES ANI) DI5POGE O EXCESS SOIL, 301L OUITAL3ILITY REPORT A. THE AFOREMENTIONED AMENOMENTS_ ARE FOR 131VDING PURPOOEO ONLY. THE LANDSCAPE CONTRACTOR -6HALL PROVIDE AN AGRICULTURAL SUITAOILITY 60IL61 REPORT SPECIFYING THE 601L AMENDMENTS AND SAID REPORT SHALL -TAKE .PRECEDENCE. GROUNI? COVER A. ALL GROUND COVER AREAS SHALL RECEIVE A 114" LAYER OF 'NITROHUMU5' RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING GROUND COVER. B. SPACING AND VARIETY OF GROUND COVER SHALL 13E AS SHOWN ON DRAWINGS. C. IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR SHALL THOROUGHLY WATER GROUND COVER. D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE - EMERGENT BEFORE FINAL LANDSCAPE INSPECTION, GROUND COVER AREAS SHALL 5E WEEDED PRIOR TO APPLYING PRE - EMERGENT. PRE- EMERGENT TO 5E APPLIED AS PER MANUFACTURER'S RECOMMENDATIONS. FIN15H GRAL)ING A. ALL AREAS WILL 5E RECEIVED SY THE CONTRACTOR AT 5UBSTANTIALLY PLUS / MINUS. 1 FOOT OF FIN15H GRADE. B. ALL LAWN -AND PLANTING AREAS SHALL 5E GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO THE SUILOING5 SHALL SLOPE AWAY FROM 'I`f-fE BUILDING. C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. GUARANTEE A. THE CONTRACTOR SHALL GUARANTEE ALL 15 GALLON 51ZE PLANTS AND LARGER FOR A PERIOD OF ONE (1) YEAR. 5. THE CONTRACTOR SHALL GUARANTEE ALL OTHER MATERIAL FOR A PERIOD OF NINETY (90) DAYS. MAINTENANCE A. THE CONTRACTOR SHALL SUBMIT A 131D FOR A NINETY (90) DAY MAINTENANCE PERIOD. 5. MAINTENANCE PERIOD SHALL COMMENCE UPON THE CITY`S AND LANDSCAPE ARCHITECTS WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND AFTER FINAL INSPECTION. C. MAINTENANCE PROCEDURES - THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, CLEAN -UP, AND AS FOLLOWS: APPROXIMATELY 30 DAYS AFTER INITIAL PLANTING, APPLY 25 L135. OF GRO -POWER PER 1,000 SQ. FT. AND IRRIGATE THOROUGHLY. THE SECOND APPLICATION USING THE ABOVE PRODUCT AT THE SAME " RATE SHALL 5E APPLIED IN ANOTHER 60 DAYS OR JUST BEFORE THE MAINTENANCE PERIOD ENDS. ® CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEMS IN A LIKE- NEW OPERATING CONDITION, ADJUSTING HEAD HEIGHTS, THROW AND SPRAY ARCS AS NECESSARY. THE CONTRACTOR 15 RE5PON515LE FOR PROPER WATERING OF ALL PLANT AREAS, AND SHALL REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER MOISTURE. D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PLANTING AREAS., THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS OF WEE95 MANUALLY OR 13Y AN APPROVED HERSfCIOE PROGRAM. E. THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DE13R15 FROM THE SITE AND SHALL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES. F. THE CONTRACTOR SHALL 5E RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY DAMAGED AREAS SHALL SE REPAIRED AT THE CONTRACTOR'S EXPENSE. CLEAN-UP A. UPON THE COMPLETION OF ALL PLANTING WORK, AND BEFORE ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DE13Rt5 RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL 5E BROOM CLEANED AND THE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED 13Y THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. GENERAL LANVOCAPE NOTEat " THE LANDSCAPE CONTRACTOR SHALL REVIEW ALL EXISTING 51TE CONDITIONS PRIOR TO 5UBMITTING HIS ;BID AND PRIOR TO STARTING CONSTRUCTION. " THE LANDSCAPE CONTRACTOR SHALL 5E RESPONSIBLE FOR LOCATING ANY STAKING, ALL SEWER, UTILITY AND WATER MAIN LINES PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL PLANT" MATERIAL IN ACCORDANCE WITH THE DETAILS, DRAWIN65 AND SPECIFICATION. THE LANDSCAPE CONTRACTOR SHALL VERIFY 517-ES AND QUANTITIES 13Y THE PLAN CHECK PR Ot,E55. • ALL 5PEC'IMENS (294 "50X AND LARGER), SHALL BE SELECTED IN THE FIELD 5Y THE LANDSCAPE ARCHITECT. FINAL LOCATIONS ON SITE SHALL 5E APPROVED FY THE LANDSCAPE Al?GHITECT PRIOR TO PLANTING. • PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY FE REQUIRED TO FE PLANTED PRIOR TO HAR05CAPE CONSTRUCTION. • REMOVE STAKES AND TRELLISES FROM ALL VINES AND SECURE To WALLS, FENCES AND COLUMNS WITH PLASTIC TA55 AND TIES, MA50NRY NAILS OR AN APPROVED EQUAL. • ALL SHRUB PLANTING AREAS SHALL RECEIVE GROUND COVER AS iNOICATED ON THE PLAN I ING PLAN. ALL &kOUNO COVEK SHALL j EXTEND SENEAT-H ALL TREES AND SHRU55 AND SPACED IN TRIANGULAR PATTERN FROM FLATS AT THE SPECIFIED DISTANCE ON CENTER AS INDICATED ON THE PLANTING PLAN. OOILO `REPORT' I�i�'7"' : THE'LANDBCAPE CONTRACTOR 15 REOPON515LE FOR 013TAINING A" HORTICULTUI:AL OOIL.S,rRvPO'RT ANO MAKING`ANY N8CE55ARY „ r ADDITfONS•01: CN NGE.B 7i SPECIFIED 0 €G 'AMFNDMENTa'PER;Tt E DIRECTION OF;.THE�001G. J E1'O1 7, rHE.5C71L5 R l'QR7.SN�?ir.L- :T`AtCE - PRECEDENCE;At�II� IJPtRCEOE SPECIFIED Al1�tENoMEIJrS'tNDIGfi71~D`' _. IN 7 t #E S 9CIFICAriONS: t FOR 'AND,U! BY- _A0H L A :VALLEY WA7 31 1 ii "C7 �.?.'"` ^ 1�%'i'C*e''�+fs`'�i?!�" � „k�YiY��•LwK. � RpX•. F” LA 'tFl��t'I�GK,GC3,�I��GTI01�1�; • '�' ;,'�; t =j 0 sQ Lo a � D < UL Q < U y�.Z u < } > Z rr < 0 ,0 O -�" Q � 4 ` 'I I� i �I i � I ;I I . i �I j �i 1 ~{ 64 i ;. (s) ULI DRAWN � Jam►' .�:�� � -' I, J KA, CHECKED JKA + DATE SCALE-, i Lu LQ i 3 i s issrr PRINTED ON CLEAPPRINT 10000 Y � ' ol75 _- �, - . � -4 P--- I . 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U, r H MCKED UATE 10117181 SCALE noted 10 Ell N 0. 14291 J ETS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - it lai FOUNDATION SHRUB PLANTYNG [TYPICAL) 11 GALLON SNZEI NORT14 AND EAST EXPOSLRESo ELAEAGNUS PUNGEINS - SILVERBERRY FUONYMUS JAPONICA 'AU2EO-VAQ1EGATA'- EVERGREEN EUONYMUS SOUI'• A\V VVEST F-\P0SU2ES- PITTOSPO12UN-1 TOBIWA - MOCKOPANGE PLAN 2R PLUMBAGO /AUPIC:I-LiAl TA -- ;APE PLUMBAGO --HEDGE / SCREEN SHRUB PLANTING [TYPICAL) IT GALLON SIZE) v AU 06:'� ti LIGUSTRUM JAPONICUM 'TEXANUM'- WAX-LEAF PJ21VET PPOTINIA FRASEF,11 - PPOTINIA XYLOSMA CONGESTUM SHINY XYLOSMA 'FALLOW AREA [TYPICAL) 401 101 PRINTED ON CLEARPRINT 1000H VERTICAL ACCENT SHRUB PLANTING [TYPICAL[ 15 GALLON SIZE) NOR774 AND EAST EXPOSLRES, MAHONIA AQUIFOLIUM - OREGON GRAPE POOOCARPUS GRACLIOR - FERN PINE SOUTH AND ✓VEST EXPOSURES, DO00NAEA VISCOSA 'PURPUREA'- PURPLE HOPSEED BUSH NANOINA DOMESTICA HEAVENLY E3Ai\11BOO SHADE TREE PLANT#MG ITYPOCAL) 115 GALLON S# E1 ZA ALL EXPOSLRES- CINNAMCIVIUM CAMPWORA - CPAMPPOR TREE P/STACIA CHINENSIS - CHINESE PISTACHE STREET TREE PLANT#NG ITYPICAL1-------­`­---77---- 115 GALLOM SIZE) ALL EXPOSURES.- PER MASTER STREET TREE PLAN PREPARED BY JON KAVIADA ASSOCIATES, INC. ACCENT SHRUB PIA NT#NG ITYMCAL) 11 GALLON SIZE) NCRM ANO EAST EXPOSLRES, AAAHONIA AQU1FOLIUM'COMPACTA'- COMPACT OREGON GP APE DITTO SPORUM TOBIRA 'VARIEGATA'- VARIEGATED MOCK02ANIQ sourw ANN VIIEST EXPOSLRES, RAPHIOLEPIS SPECIES - INDIAN HAWTHORN T•COMARIA CAPENSIS CAPE HONEYSUCKLE COLOR ACCENT SHRUB PLANTIWGJ, ITYPICAL) If GALLON SIZE) N(DRTW AND EAST EXPOSLRESt AGAPANTHUS AFRICANUS'QUEEN ANNE'- LILY OF THE iP-JLE LIMONIUM PEREZ11 - SEA LAVENDER SOUTH AND WEST EXPOSLRES, WEMEROCALLIS HYBRIDS - WEIPID DAY LILY (MIXED COLORS) 9 UKr PLANING HNU I I VVIVALY STOLOj'NJIZED TURF (REFER TO TURF NOTES D41S SHEET) Fj PLAN 1—Ul?T HOTE,15: & ALL TURF INDICATED ON THE PLAJ',I jcHALL bF OTOL ONIZEL) 'TIFG- REEN - 325'HY-6910 13E110UPA. ® APPLICATION KATE OF 513UOHELO / 1,000 00UAPE FEET, - TOP PRE05 W1 KELLOOG'5 'ANIENO'OR APPROVEI) EQUAL A!-TER 5TOLON5 HAO BEEN APPOEP TO (HE OEOIGINAT'Ef) AREA. 5TOLION5 AVAILAOLE THROUGH: C TU 1�, F 2500 NEWPORT OLVO, COOTA 1vIE5A, CALIFORNIA 92627 (714) 645-5020 IF PLANTING OCCU90 LATER THAN OCT013EK 15th ANIQ PRIOR 'TO APRIL lot, OVER - 5EE0 W1 PERENNIAL RYEG7RA50 DEEP Acs jNF)ICA7EP OELOW, THREE (3) WEEKO AFTER 5TOLON5 HAVE bEEN APPLIES', OVER - 5EEP r WI'MARATHON 11' IMPROVED? PERENNIAL RYEGYA55 GEED A 11"ATE OF 10 LE35. /1,000 5QUAKE FEET, DEEP AVAILAbLE THROUGH: 13 v C TURF 2300 NEWP09T OLVE), COOTA MEGA, CALIFORNIA 02027 (714) E545-5020 A JL um K N W r- V. RM 51ONS Plant Le arlej: y -14 Wklm i (Tart 2 Plan plan 4 Shade Tree Planting 1 2 1 f f, (Refer to plan For plarit, C,616ct;iono) LU 15 G, -41k Street Tree Plamfing (Per Maoter 3treet Tres.• NN, Plan prepared i7y Jon ter '3 tS Kawada & Aooc., Inc.) p, zz- � Zv- Color Accent 3hrub Plantirig 3 2 4 (Refer to plan for plant 1 Gallon Accent 5hrub Planting 2 3 1 5 (Refer to plan for plant oeiectiom�,;) I Gallon Foundation Ohru� Planting 2 1!5 4 3 (Refer to plan for plant Gallon Hedge / Ocreem Ohrub Planting 4 11 a 4 (Refer to plan for plant '' 6clectiono) I Gallon Y6rtical AccentOhru� Planting 2 (Pefer to plan for plant ociectiono) I Galloi-f 7 /%' Fallow Area 4:4,5 1,151 50 j 7;5 J�� SGT. ft. cvq. ft. oq. f4 {. 0q. ft. '.�.,.' �• �, Turf Plarj-�img 1,150 1,213 1,1633 1,020 / �.. �,..; ,��...e.a,,,,,.v,,...v<.'�;��6� (11?efer Lo pkin rot- turf noteo) r, q. )'t. c 61, ft. 0q. ft. c q. Fr., um K N W r- V. RM 51ONS 0 Z. 1Z f) -z < ::q < (0 F) x LU 1-11 I'< u 0 0 U-, Ct' (y) < Q tJ D 0 < t N -14 0 Z. 1Z f) -z < ::q < (0 F) x LU 1-11 I'< u 0 0 U-, Ct' (y) < Q tJ D 0 < DRAWN K.U. GENERAL MOTESs CHECKED J65 0 F2EFER TO SHEET L-4 F02, PLANTING DETAILS. Ir DATE ­4 10/17/91 -0 REFER TO SHEET L-5 FOR GENEPAL NOTES t� SPE09CA1 SCJD�LE noted J08 Ima. lei s H E FET P r-M LIUO OF 4, SHEETS LU ter '3 tS p, zz- � Zv- U L < DRAWN K.U. GENERAL MOTESs CHECKED J65 0 F2EFER TO SHEET L-4 F02, PLANTING DETAILS. Ir DATE ­4 10/17/91 -0 REFER TO SHEET L-5 FOR GENEPAL NOTES t� SPE09CA1 SCJD�LE noted J08 Ima. lei s H E FET P r-M LIUO OF 4, SHEETS ltv PLAN 3 12 tj 1127, 11-A/2" _314 A 1 3 ��"POINT OF CONNECTION _Z4 (TYPICAL) V2 lIZ-1-314" 112" J71v 2 112" -1/2" 112" -3 112" /4 112" a PLAIN! 41 - - - - - - - - - - I fl;2' r 112" 14' A )12" r 4 314 -7- I/2„ 112" Jz— - 1 412 i 'R­o w— V U 'ATION L-EurNP OYMOOL MAN UFACTURLRIMOUEL N!jMtER PESCKWTJON G.P.M. ��APIUO V 15 F;flkIE5 POP 0. " TURF f3PRA Y HEAL? 21f) 3.(lq� 12, r -I) I, I - CIRCLE �7 1504-15F-SA J14 4" POP UP INI 5UAL-A-MATIC FLAT JIXt- RAIN GIRD 1.1 6UYJE5 Pop UP TURF SPRAY Hl-Af) -,20 Ifio 12, HALF Gil"CLE 1604 -15H -SAM 4" POP UP W/ OPAL -A-MA TIC FEATURE a RAIN GIRD 1�'j 5rXIE�� T'OP UP TURF SPRAY HEAD 20 1.00 12, THIRO CIPCLE V 004-1t}-I-5ilm 41" POP UP W1 SEAL-A-MATIC FEATURE 0 RAIN F3190 Ib OERIL ; POP UP TURF 5P: AY HEAL) 20 '75 12' aUAFTrX CIRCLE 4" POP UP W1 5EAL-A-MAT IC FEAT UKE 5f-RIEb POP UP STREAM 0U013LEK 20 1.00 51 HALF C19CLE 1000-51-i-3 -5AM 6" POP UP W1 5EAL -A-MA FIC FEATURE IN61-ALLATION NOTES: THE LANDSCAPE CONTRACTOX SHALL PROVIDE (1) KING 6803, AUJUOTAOLL CHECK VALVE (ANTI- DRAIN) OR APPROKE) EQUAL AT EACH HEAP LOCATION (AS REQUIRED) 7-0 PREVENT LOW HEAD 'qRAINAc-"--. rHC LANV;XAPf_:'CONIRACTOK SHALL AUJU67'&L SPRINKLER HEADS IN THE FIELD TO ACCOMMODATE THE f3E57- COVERAGE FOR ALL LANDSCAPED AREAS. POINT OF;,'ONNECTION (91) HOSE 01130 FOR EACH DWELLING UNIT, VERIFY LOCATION IN THE FIELD REFER rO PLAN PRIOR 1_0 THE START OF CONSTRUCTION. N113CO MOP151, r-065 FULL PORT BALL VALVE LINE 5tZr: HAIkOlr 300 6Et<IE5 CLECTRICANTI-51PFION VALVE 314" V, 310-.75: 314" & 310-1: 1" I 11 RAIN 13190 E-7 -1 WALL MOUNT SOLID OTA I-E CONTROLLER - 0 GTATTON REFER 70 PLAN SERIES MOUNT IN &AKA0E. FINAL CONTROLLER LOCA TION SHALL :3E APPROVED BY OWNER, MAIN LINE PIPING PVC 1120 CLA56 315 PLASTIC PIPE FOR PIPING 1 112" AND LARGER; 1-114•, PVC 11205CHEOULE 40 PLASTIC PIPE FOR PIPING 1 114" AND 3MALLER. (la" MINIMUM or-pTiq or COVER) MAIN LINE SLEEVE PVC 1120 SCHEDULE 40 PLA57-IC PIPE 51ZE NOTED P (INSTALL BENEATH PAVING PRIOR TO HAR05CAPE CONSTRUCTION) LATERAL LINE PVC 1120 CLASO 200 PLA6-1�16: PIPE I. O(ZE NOTED (12"MINIMUM 0FPI_H OF COVER) LA7F W LIP 01.t?EVF PVG 1120 SCHEDULE 40 PLAOTIC PIPE SIZE NO I'E[,) (Its LEN! PAVING PRIOR 1-0 HAR CAP - ON5TRUCTION) Vtl, 1, Vc U M L3 E F VALVE (IN APPI?OXIlvfA I E (;.P.M,) 4-112" 112" t. POINT OF CONNECTION NOTESs ALL POINT OF CONNECTION(S) FOR THE TYPICAL FRONT YAPOS SHALL BE TIED INTO THE ONE (1) INCH SERVICE LINE LEADING INTO EACH UNIT, THE LOCATION(S) MUST BE VERIFIED IN TIE FIELD PRIOR TO THE START OF CONSTRUCTION. 0 PROVIDE (1) NIBCO T-585 FULL PORT BALL VALVE o SAID LOCATIONS) TO ISOLATE THE IPRIGA TION FROM THE POTABLE VVATER SERVICING EACH UNIT, STATIC PRESSURE: 50 PSI DESIGN PRESSURE: 20 PSI MAXIMUM DEMANDt 18 GPM (APPROXIMATE) CONTROLLER NOTES3 THE LANDSCAPE CONTRACTOR SHALL PROVIDE (1) RAIN3IPD'EZ-I'6 STATION AUTOMATIC CONTROLLER FOR EACH LOT WITH LANDSCAPING. ALL CONTROLLERS SHALL BE LOCATED IN THE GARAGE. THE' FINIAL CONTROLLER LOCATION(S) SHALL BE APPROVED BY THE OWNER. PRESSURE CALCULATIONSm VALVE al, I" v 16 G.P.M. PLAN 4 1-114* MAIN LINE LOSS (3 L.F.) .03 BALL VALVE LOSS .80 I" ELECTRIC CONTROL VALVE LOSS 3.00 LATERAL LINE LOSS zoo LOSS THROUGH FITTINGS (25%) .50 TOTAL LOSSES 6.33 OPERATING PRESSLIQE 20.00 LOSSES 26.33 S TA TIC PRESSURE 50.00 RESIDUAL PRESSURE 23.67 GENERAL NOTE& * REFER TO SWEET L-4 FOR IRRIGATION DETAILS. * REFER TO SHEET FOR GENERAL NOTES G SPECIFICATIONS. A- qhv� L AN (,I - 0- !B f. o z uj (E U < < 7 QI ej) 1 mm OMAVVFM K�U CHECKED DATE 10117191 SCALE noted JOB Nia. 142,91 SHEET L WN LU 6A Lu >z F_ 21 U-1 Lu z r. < OMAVVFM K�U CHECKED DATE 10117191 SCALE noted JOB Nia. 142,91 SHEET L WN 0 PRWTED Ot-' CLEAR;�MNI 1000H PROD(JGTKA li VK,4-Y.) FENCE Fait !EAV) El.?; Y SELT' U,0, ;Y,.. eab LL r * jr 'AVfT I' L✓k i 64 A *tS o I L_J L f [I[ %-ill= 3I1 P.1UPF GQPP,�;!R Ju_ OPUCTION W000 GATE 2* X 4* 545 DOUGLAS FIR TOP STRINGER 4* X 4* S45 CEDAR POST SPACED a 8' -O' O.C. POUCH SAWN CEDAR PALING 2' X 4' S4S DOUGLAS F/P BOTTOM STF,'If',JGEP FINISH G):?/kDE CONCRETE F00T11,,1G .PROPUCTION WOOL? FENCE_(5ECTIO 4 FFv, TOP STS ?ff'J'G,EI,�' 4- X 4' 545 CEDAR POST 5PACEE) a 8'-O'O.0 VI)NMUM �'UJGH SAWN CEDAR PALING ?'X 4" 54S DOUGLAS AS FP 30TTOM STRINGER C 13A LL YALYE FYVISH GRADE *PADS (INSTALL BOX' FINISH GRADE) VALVE BOX W/ COVER, BY �NTNENTAL PLASTIC ,CTLRNG COMPANY OR NO. 5-95-15 GREEN W/ vtA9.1KED WATER kL VE LOCKING (REDWOOD) ;?E MAINLINE MALE ADAPTER =OOT PEA GRAVEL car )IPWON 1 =111(=f 1 f ::--.! 11 =1 11 =1 1=1 � I 'PVC L,-; 1"EPAL Lff\E I U 7-1 P'.IC ,MALL -IDAPTE;�° `,__901pvc ELBOW UVRIP110 3IZIOWN-11NE ELBOW PVC &,V-kN LNZADAPT AS PEOJ;Z _D N(D TES,- • k\STALI 114?UST BLOCKS AS WEUAPED BY CODES • Y•)STALL PEP LOCAL G0VEc?NffJG r.�ODE5. ELECTRIC ANTI-31PHON YALVE CONCRETE- CURB WALK FACE OF STRUCTURE FINISH GRADE Z-4 POP — UP ►PRAY / 5.U513LER HEAP INSP-UP 5Pi�?A6 HEAD 12TALL . AB VE GLADE UNTrL. PLANTS APE ESTABLISHED PVC SCHEDULE 80 r-19rr- PVC LATEP?AL LINE i A QEFE• TO SPECIFICATIONS FOR BACKFJLLAND COMPACTION PEOLA?EMENTS ­1ADE NON - PRESSURE LATERAL LINE PLr-`I/NG P)ZDES5Uk-'E MAINLINE PIPING CONTIPOL WIPES - TAPE AND BUNDLE EVERY 10 FEET, INSTALL ADJACENT TO MAIN LINE PROVIDE 2' CLEAN BAC<FILL �, p�_L� �Ji�JI`d�:±Ysal<.`,�ialtr?I't�r ._wii %� `�?� � � ��r'�� ' SECUPE TO WALL W✓ LAG OR WOOD SCREWS is I' X 4' REDWOOD BLOCKING JLA\IC77ON BOX 120 VOLT ELECTRIC CONDLRT AND SERVICE BY ELECTRICAL CONTRACTOR FNAL POOK UP BY RoGA­nON CONTRACTOR 0 C, KEY LOCK 0 t ff"S" St --FACE PVC CONDLIT TO CONCEAL LOW VOLTAGE WIRING M-IRE EXPOSED ABOVE GRADE 0 c 7 �, Lit < 0 AUMMATIC COWROLLER -D > TY_ UD c) 5'FO ,OAI TUPF APEA SHOVEL CUT i-EADER TRENCH: _j se SHOVEL GLUT HEAPER TRENCH TREE 577YAK/t­46 J p c Ll C -------A LING WINE) 16' V.I.T. TWIST BRACE - 'LANGES NAILED TO STAKES ,OR APPROVED EQUAL 12' -O" LODGE POLE STAKES (2) W1 GREEN PEPSER VA TIVE STAIN PLACE ON WINDWARD SIDE OF TREE ROOT BALL - STAKE SHALL CLEAR FOOTBALL BY MINIML/M OF 2' NOTE, REFER TO DETAIL 'A' THIS SHEET FOR PLANTING PIT PEQUIT?EMENTS. ' ROVIDE A 2' DEEP BASIN ',POLX,JE) POOTBALL BELOW ::'INISP GRADE TREES .00ATED IN TURF APEAS )0 NOTPEQUIQE SUCH 3ASINS. ,VHEN PLANTED, TOP OF ?UOTOALL fO L3E FL_Usr -f, NIT" FINISH GPADE =WISH GRADE 3ACKFILL MIX 2OOTBALL DLANT TABI ET:5 (REFER TO SPECIFICATIONS) TAMPED, PRFPA!:?E)D, BACKFILL MIX PROPUCTION WOOV FENCE (ELEVANQJy) TRENCHING d", TREE a OH RUO PLANTINO rlt NOV Pa -Q� "'V 0 z 2' POP — UP ►PRAY / 5.U513LER HEAP INSP-UP 5Pi�?A6 HEAD 12TALL . AB VE GLADE UNTrL. PLANTS APE ESTABLISHED PVC SCHEDULE 80 r-19rr- PVC LATEP?AL LINE i A QEFE• TO SPECIFICATIONS FOR BACKFJLLAND COMPACTION PEOLA?EMENTS ­1ADE NON - PRESSURE LATERAL LINE PLr-`I/NG P)ZDES5Uk-'E MAINLINE PIPING CONTIPOL WIPES - TAPE AND BUNDLE EVERY 10 FEET, INSTALL ADJACENT TO MAIN LINE PROVIDE 2' CLEAN BAC<FILL �, p�_L� �Ji�JI`d�:±Ysal<.`,�ialtr?I't�r ._wii %� `�?� � � ��r'�� ' SECUPE TO WALL W✓ LAG OR WOOD SCREWS is I' X 4' REDWOOD BLOCKING JLA\IC77ON BOX 120 VOLT ELECTRIC CONDLRT AND SERVICE BY ELECTRICAL CONTRACTOR FNAL POOK UP BY RoGA­nON CONTRACTOR 0 C, KEY LOCK 0 t ff"S" St --FACE PVC CONDLIT TO CONCEAL LOW VOLTAGE WIRING M-IRE EXPOSED ABOVE GRADE 0 c 7 �, Lit < 0 AUMMATIC COWROLLER -D > TY_ UD c) 5'FO ,OAI TUPF APEA SHOVEL CUT i-EADER TRENCH: _j se SHOVEL GLUT HEAPER TRENCH TREE 577YAK/t­46 J p c Ll C -------A LING WINE) 16' V.I.T. TWIST BRACE - 'LANGES NAILED TO STAKES ,OR APPROVED EQUAL 12' -O" LODGE POLE STAKES (2) W1 GREEN PEPSER VA TIVE STAIN PLACE ON WINDWARD SIDE OF TREE ROOT BALL - STAKE SHALL CLEAR FOOTBALL BY MINIML/M OF 2' NOTE, REFER TO DETAIL 'A' THIS SHEET FOR PLANTING PIT PEQUIT?EMENTS. ' ROVIDE A 2' DEEP BASIN ',POLX,JE) POOTBALL BELOW ::'INISP GRADE TREES .00ATED IN TURF APEAS )0 NOTPEQUIQE SUCH 3ASINS. ,VHEN PLANTED, TOP OF ?UOTOALL fO L3E FL_Usr -f, NIT" FINISH GPADE =WISH GRADE 3ACKFILL MIX 2OOTBALL DLANT TABI ET:5 (REFER TO SPECIFICATIONS) TAMPED, PRFPA!:?E)D, BACKFILL MIX PROPUCTION WOOV FENCE (ELEVANQJy) TRENCHING d", TREE a OH RUO PLANTINO rlt NOV Pa -Q� "'V 0 z I< Z1. Lu 5 C_ W_ 11Z E vu-] SRI ry *-J to d L0 < C H E C: KE 0 DATE: SCALE n o n� e 14291 L-4 j: IRRIGATION OPECIFICATIONO 5C'OPE OF YORK A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CON515T OF THE FURNISHING OF ALL LAOOR, TOOLS, MATERIALS, APPLIANCES, TESTS, PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM, AS SHOWN ON DRAWINGS, 5. IT 15 THE INTENT OF THESE SPECIFICATIONS TO ACCOMPL15H THE WORK OF INSTALLING A SPRINKLER SYSTEM COMPLETE AND OPERABLE IN AN EFFICIENT AND 5AT15FACTORY MANNER .ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION FOR FULL COVERAGE. MATERIALS AS PER IRRIGATION LEGEND SHOWN ON DRAWINGS. VERIFICATION A. BEFORE PROCEEDING WITH ANY WORK. THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE, B. THE CONTRACTOR SHALL VERIFY AND 13E FAMILIAL WITH THE LOCATION, SIZE, PRESSURE AND DETAIL OF 6TU13OUT5 PROVIDED AS THE SOURCE OF WATER SUPPLY TO THE SPRINKLER SYSTEM A6 SHOWN ON PLANS. C. THE CONTRACTOR FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING BIDDING AND / OR PRIOR TO PROCEEDING WITH ANY WORK, SHALL NOTIFY THE 13UILVER / DEVE'LOPER'S AUTHORIZED REPRESENTATIVE OF OUCH 19I5CREPANCY(5), OTHERWISE THE CONTRACTOR MUST ASSUME FULL RESPONS151LITY FOR ANY AND ALL NECESSARY REVISIONS. D. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF TH15 WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER CONTRACTOR, RECORD PRAWINC73 A. THE CONTRACTOR SHALL FURNI5H TO THE OWNER A COMPLETE 'A5 13U1L -r DRAWING ON (2) 24" X 36" MYLARS AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMO INSTALLED. THESE ARE TO 13E DELIVERED ON OR 13EFORE FINAL INSPECTION. TRENCHING A. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 18" ABOVE THE TOP OF THE PIPE FOR ALL 'FAIN LINE' AND 12" MINIMUM OVER ALL 'LATERAL LINES'. P E55URE TESTING A. ALL MAIN LINES IN THE SYSTEM SHALL BE CAPPED AND PRE55URE TESTED AT 150 P. 5. 1. FOR A PERIOD OF THREE (3) HOURS. ANY LEAKS FOUND SHALL 13E CORRECTED BY REMOVING THE LEAKING PIPE OF FITTINGS AND INSTALL NEW MATERIAL IN PLACE. 5. ALL LATERALS SHALL 13E PRESSURE TESTED FOR A PERIOD OF THREE (3) HOURS AT THE DESIGN PRESSURE OF THE SYSTEM. C. THE CONTRACTOR SHALL NOT ALLOW NOR CA05E ANY OF HIS WORK TO 5E COVERED OR ENCLOSED UNTIL IT HAS SEEN INSPECTED, TESTED AND APPROVED 13Y THE 13UILVER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. COVERAGE TEST A. WHEN THE SPRINKLER SYSTEM 15 COMPLETED, THE CONTRACTOR, IN THE PRE5ENCE OF THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE AND ADEQUATE, THE CONTRACTOR SHALL FURNI5H ALL MATERIALS ARID PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT H15 OWN COST. _CONTROLLER A. CONTROLLER LOCATIONS SHALL 13E AS NOTED ON DRAWINGS OR AS LOCATED BY OUILPER5 / DEVELOPER'S AUTHORIZED REPRESENTATIVE. 13. 120 VOLT SERVICE AND HOOK -UP TO CONTROLLER SHALL 13E 13Y 13UILDER DEVELOPER. IT IS THE 1"I ESPON 031 LIT i OF CON TRACTOR TO NvOTIF'f THE PROJECT SUPERINTENDENT WHEN THE CONTROLLER 15 READY FOR 120 VOLT HOOK -UP. w m j LOW YOLTAGE CONTROL WIRE A. ALL COMMON GROUND WIRE SHALL 13E WHITE. 5. WHERE SEVERAL VALVES ARE MANIFOLDED, DIFFERENT COLOR WIRES SHALL i3E USED ON POSITIVE WIRE FOR EACH VALVE. C. ALL WIRE SIZE SHALL BE A MINIMUM #14 GAUGE DIRECT BURIAL AWG WIRE. D. NO WIRES ARE TO 5E SPLICED BETWEEN VALVE AND CONTROLLER EXCEPT AT VALVE LOCATION. E. ALL VALVE HOOK -UP SHALL 13E WITH RAIN 131RD 'PEN -TITE' WIRE CONNECT"OR5 OR 3M 5COTCHLOK 8500 SERIES. ,5ITF VERIFICATION A, THE CONTRACTOR SHALL VERIFY THE CORRECTNESS OF ALL FINISH GRADES WITHIN THE WORK AREA IN ORDER TO INSURE THE PROPER SOIL COVERAGE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPE. NOTE A. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND R0131315H INCIDENTAL TO WORK OF THIS SECTION. GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL 5E GUARANTEED 13Y THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. GENERAL I RIG-ATION' NOTES: • 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLER TO 13E PROVIDED 13Y ELECTRICAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL 13E REOPONOI13LE FOR MAKING HOOK -UP FROM OUTLET TO CONTROLLER. • ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES TO 13E COPPER OF #14 DIRECT BURIAL. USE SLACK FOR PILOT- WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE P05515LE. PROVIDE MINIMUM 18" COVER. USE #14 AWG FOR CONTROL. #12 AWG FOR COMMON. • PROVIDE MINIMUM 15" COVER OVER ALL PRE55URE MAIN LINE PIPING AND 12" OVER ALL NON - PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREA TO 5E INSTALLED IN SLEEVES. ALL SLEEVES TO 5E PVC 1120 SCHEDULE 40 PLASTIC PIPE INSTALLED PRIOR TO HAR05CAPE CONSTRUCTION. • FINAL LOCATION OF AUTOMATIC CONTROLLER TO 13E DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND / OR LANDSCAPE ARCHITECT. • THIS DE51GN 15 DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS 16 FOR DESIGN CLARIFICATION ONLY AND 15 TO 13E INSTALLED WITHIN PLANTED AREAS WHENEVER POSSI5LE. • THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVER5PRAY ONTO WALKS, DRIVES, AND OUILDINGS AS MUCH AS P055113LE. THIS SHALL INCLUDE SELECTING THE 13E5 DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS. • DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS 05VIOU5 IN THE FIELD THAT UNKNOWN 055TRUCTION5 OR GRADE DIFFERENCES EX15T THAT WERE NOT KNOWN DURING DESIGNING. SUCH €; ONDITIONS SHALL 13E DROUGHT TO THE ATTENTION ON THE OWNER'S AUTHORIZED REPRESENTATIVE, OTHERWI5E THE IRRIGATION CONTRACTOR MUST ASSUME FULL RE5PON50ILITY FOR ANY AND ALL NECESSARY REVISIONS. • INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS. • SYSTEM DESIGN 15 BASED ON MINIMUM OPERATING PRE55URE SHOWN AT EACH POINT OF CONNECTION. MAXIMUM G. P. M. DEMAND SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO �START OF CONSTRUCTION. PLANTIN65PECIFICATION5 SCOPE OF WORK A. THIS WORK SHALL CON515T QF PERFORMING, CLEARING AND GRUBBING, SOIL PREPARATION, FINISH GRADING. PLANTING AND DRAINAGE INCLUDING FURNISHING ALL LA13OR, MATERIALS, TOOLS, EQUIPMENT, AND OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT, MATERIALS A. GENERAL - ALL MATERIALS SHALL BE BEST OF ITS KIND AVAILA13LE. 00 NOT 5EGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREAS 15 COMPLETE AND APPROVED. 5. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED FREE FROM DISEASES AND INSECTS. QUALITY AND SIZE OF PLANT MATERIAL SHALL CONFORM TO THE STATE OF CALIFORNIA GRADING CODE OF NURSERY STOCK AND BE OF NUMBER ONE GRADE. C. VARIETIES AND 61ZE5 OF PLANTS SHALL BE AS SHOWN ON DRAWINGS. GENERAL WORK PROCEOURE5 A. LANDSCAPE WORK 5HALL 13E ACCORDING TO THE WORKMANLIKE STANDARDS ESTA51.15HE0 FOR LANDSCAPE CONSTRUCTION AND PLANTING, WEEPING A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEEDS AND GRASSES SHALL 5E DUG OUT 13Y THE ROOTS AND OISP05ED OF AT THE CONTRACTOR'S EXPENSE. PLANTING A. PLANTING PITS SHALL 1,3E DUG WITH LEVEL 130TTOM5, WITH WIDTH TWICE THE DIAMETER OF ROOT13ALL AND 6" DEEPER THAN THE LENGTH OF ROOTSALL. EACH PLANT PIT SHALL 5E SACKFILLED WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: 2 PARTS NITROLIZED REDWOOD SHAVINGS 1 PART'NITROHUMUS' 3 PARTS EXCAVATED 501L 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: 1 TABLET PER 1 GALLON 51ZE PLANT 2 TA5LET5 PER 5 GALLON 61ZE PLANT 3 TA13LE775 PER 15 GALLON SIZE PLANT LARGER PLANTS ONE (1) TABLET PER 112" DIAMETER OF TRUNK CALIPER. 6. PREPARED 501L SHALL BE TAMPED FIRMLY AT 130TTOM OF PIT, FILL PREPARED SOIL AROUND 5ALL OF PLANT 1/2 WAY, AND INSERT PLANT TA13LET5. COMPLETE BACK FILLING AND WATER THOROUGHLY. C. ALL PLANTS SHALL 13E SET 5O THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY PORE TO THE NATURAL GRADE 13EFORE BEING TRANSPLANTED. D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND (LODGE POLE STAKES LENGTH AS REQUIRED). FASTEN TREE TO UPPER END OF STAKE IN AT LEAST TWO (2) PLACES U51NG H03E TYPE TIES. E. PREPARE RAISED EARTH 13A51N AS WIDE AS PLANTING HOLE OF EACH PLANT. F. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL 5E APPLIED TO EACH TREE AND SHRU13, IN SUCH MANNER AS NOT TO 015TUR13 13ACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. FINISH GRAVING A. ALL AREAS WILL 5E RECEIVED 13Y THE CONTRACTOR AT 60'135TANTIALLY PLUS / MINUS .1 FOOT OF FINISH GRADE. P. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO A13RUPT CHANGE OF SUP.FACE. SOIL AREAS ADJACENT TO THE OUILDINGS SHALL SLOPE AWAY FROM THE 5UILDING. C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF 5ORFACE WATER. . ,..FE ! / L tea N ,504 ,i..^ON.V I t 1 1NEQ"'t-t.,..�. . A. REDWOOD OHAVING�) - &HALL F: NITROGEN 5TADILIZED REDWOOD SHAVINGS (0.5% NOXO(-,=EN PK- ('BA6E). 13. ORGANIC FERTILIZER - 61-IALL 13E PPOCFOOED SEWER SLUDGE WITH MINIMUM CONTENT OF 1% NITROG: EN ArNO 2% PHOOPHORIC ACID, EQUAL TO 'NITROHLIML/.5 . C. 'ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL PE''t3RO- POWER', ORGANIC MADE MATERIALS COMPRISED OF RECOMPOSED ANIMAL, VEGETABLE MATTER AND COMPOOEP TO SUPPORT OACTERIAL CULTUREO, CONTAINING NO POULTRY, ANIMAL OF HUMAN WASTE. GUARANTEED 'ANALYOIO (6 -3-1) NITROGEN 5 %, PHOSPHATE 3%, POTASH 1 %, 50% HUMUS AND 15% HUMIC ACIDS. AVAILAPLE THROUGH: SOUTHERN CALIFORNIA ORGANIC FERTILIZER CO,, EL MONTE, CALIFORNIA, (714) 760 -3830. O IL OUITA131LITY . EPORT" A, THE AFOREMENTIONED AMENOMENT5 ARE FOR 01001NG PURP05EO ONLY, THE LANDSCAPE CONTRACTOR 6HALL PROVIDE AN AGRICULTURAL 5UITABILITY 501LO REPORT OPECIFYING THE .`SOIL AMENDME'NT5 AND SAID REPORT 5NALL TAKE PRECEDENCE. SOILS REPORT NOTE. THE LANDSCAPE CONTRACTOR 10 REOPON510LE FOR OBTAINING A HORTICULTURAL 0011-5 REPORT AND MAKINC; ANY NECE50AKY ADDITIONS OR CHANCES TO OPECIFIEO SOIL AMENDMENTS PER THE DIRECTION OF THE 4JOIL5 REPORT. THE 501LO REPORT SHALL TAKE PRECEIIENCE AND 5UPERCEOE SPECIFIED AMENOMENT5 INDICATED IN THE OPECIFICATION5, GUARANTEE A. THE CONTRACTOR SHALL GUARANTEE ALL 15 GALLON 51ZE PLANTS AND LARGER FOR A PERIOD OF ONE (1) YEAR. B. THE CONTRACTOR SHALL GUARANTEE ALL OTHER MATERIAL FOR A PERIOD OF NINETY (SO) DAYS. MAINTENANCE A. THE CONTRACTOR SHALL OUBMIT A 1310 FOR A NINETY (SO) DAY MAINTENANCE PERIOD. 5. MAINTENANCE PERIOD SHALL COMMENCE UPON THE C1TY'5 AND LANDSCAPE ARCHITECT'S WRITTEN APPROVAL OF ALL PHA5E5 OF PLANTING INSTALLATION AND AFTER FINAL INSPECTION. C. MAINTENANCE PROCEDURES - THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, CLEAN-UP, AND AO FOLLOWS: * APPROXIMATELY 30 DAYS AFTER INITIAL PLANTING, APPLY 25 L135. OF GRO -POWER PER 1,000 50. FT. AND IRRIGATE THOROUGHLY. THE SECOND APPLICATION USING THE ABOVE PRODUCT AT THE SAME RATE SHALL 13E APPLIED IN ANOTHER 60 DAYS OR JUST 13EFORE THE MAINTENANCE PERIOD ENDS. CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEMS IN A LIKE - NEW OPERATING CONDITION, ADJUSTING HEAD HEIGHTS, THROW AND SPRAY ARCS A5 NECESSARY. THE CONTRACTOR 15 RE5PON6I5LE FOR PROPER WATERING OF ALL PLANT AREAS, AND SHALL REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER MOISTURE. D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PLANTING AREAS. THE CONTRACTOR MAY ELECT TO REMOVE 50CH CONCENTRATIONS OF WEEDS MANUALLY OR OY AN APPROVED HERE31CIPE PROGRAM. E. THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL KEEP THE PREM15EO IN A NEAT AND CLEAN CONDITION AT ALL TIMES. F. THE CONTRACTOR SHALL PE RE5PON5113LE FOR MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY DAMAGED AREAS SHALL 13E REPAIRED AT THE CONTRACTOR'O EXPENSE, CLEAN-UP A. UPON THE COMPLETION OF ALL PLANTING WORK, AND 13EFORE ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT; AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL 13E 13ROOM CLEANED AND THE LEFT IN A NEAT AND ACCEPTA13LE CONDITION AS APPROVED 13Y THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. I GENERAL L A P D CAFE NOTES: ® THE LANDSCAPE CONTRACTOR .SHALL REVIEW ALL EXISTING SITE CONDITION5 PRIOR TO SUBMITTING HIS 1310 AND PRIOR TO STARTING CONSTRUCTION. THE LAN05CAPE CONTRACTOR SHALL 5E RE5PONSIOLE FOR LOCATING ANY STAKING, ALL SEWER, UTILITY AND WATER MAIN LINES PRIOR TO PLANTING. e THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH THE DETAILS, DRAWINGS AND SPECIFICATION, ® THE LANDSCAPE CONTRACTOR SHALL VERIFY SIZES -AND QUANTITIES PY THE PLAN CHECK PROCESS. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY 5E REQUIRED TO F.sE PLANTED PRIOR TO HARDSCAPE CON- 5TROCTION. 1Y ; 0 A N DCU_ PECIFICATION5. * HYDR M LCH MIXINC7 5NALL BE PERFORME1) IN A TANK WITH A BUILT -IN CONTINUOUS AGITATION AND RECIRCULATING 5Y5TEM OF SUFFICIENT CAPACi i Tv^ PROPU"CE A H01VIOUENEVUa 5LU7RY 01 FIVER, FEn;Tr'LVER, WATER AND ADDITIVE5 IN THE DESIGNATED PROPOKTION5. a HYL)ROMULCH APPLICATION: a) Ar<EA.S 5NALL VE M015TENF D FOP AT LEA57" 14 DAY5 PF10t 7-0 THE APPLICATION OF CONTACT WEED KILLER (HERBICIDE). b) AKEA6 514ALL 5E SPRAYED WITH CONTACT HERPUED. AFTER KILLING, ALL DEAD WEE05 AND GRA55E5 5HALL 15E KENIOVED. As'EA,5 51-IALL PE i-&A5TFNE0 �10FFICIENTLY TO WA` ;H OUT ALL REMAINING HERBICIPE FROM 7 '0r, OF 501L. c` A' PEA; SHALL _RE ,i'Y`D'UIF�tf LF?E:� FOL f to E i ,:� r LC�f;�; A i�tSLr,A €;CAE YY T tv, 5HALL. APP '( 7"'i E b-' IV P' `p_O tF.r AZs 7' P,' r_t� AT 7PEA T A 4 CO3N TIN 1U5 Lly'- 41`0 ''M IV, T: ;;'-;F 'l,' �41' 5i 11 t -. H AV A to! NIMUM r AC r' OF 1. C=00 C.,ALLON5. NOZZLE APPLYING THE JLURPY cf-A? L 8E HELD C_;O5F ENOUGH' 70 THE AkEAS TO BE PLAPITED TO 0I5TF,I,BUFF THE cl L UF;RY IN A UNIFOKM COATING ON THE 51Jr;FACE. EXCE5J OVER5PKAY ONTO PLANTS, WAI r,;, / 0KIVE5, FENCES / WALL5 AND 5TKUCTURL 3 5NALL bF AT A MINIMUM. ANY SUCH OVE,R5PKAY ONTO THE AFOREMENTIONED 50RFACE5 ARE TO SE WASHED CLEAN 7 -0 PREVENT 6 >)KNING AND 5TAININ0. f) AREA SHALL BE KEPT N1015T UNTIL NB'V 5EED ,HAC G4khdJNr ",TED. a VEPIFICA"fON: CONTRACTOR 5NALL PROVIDE 'PROOF THAT ALL MATERIALS HAVE 6EEN FURNISHED AND APPLtEDP90PERLY IN THE CdUANTITJES SPECIFIED. ,,;T jj G z It UVI, ( stayyc� = i:y`- '•�,«:,`a•.<.";- >.n= i.. &'c ::'.t= ,`.u='.sw'�. ✓Sb..s:<.._, -. ?'�FS..k��_.,r } +4. 6 � � =s r f 9 ol z Lu _. 0 < C7 u . <� LIJ Lu ; JKA P JK A C ALR� ` �xW �,;. iota V14. S�4 E ET c� t 0 F 25HEET L r t E1_. �._ •: Lu JKA JK A C ALR� ` �xW �,;. iota V14. S�4 E ET c� t 0 F 25HEET 000 NOTE5: ALL 0000EP TURF AREAS IN ICATEP ON THE PLANO OHALI,- OE 'WATER OAVF9 - 2'OWARF TURF TYPE FE,5CUE. 001? AVAILABLE THROUGH: AGRONO - TEC OEEO COMPANY 21420 13UN19Y CANYON ROAD LAKE ELOINORE, CALIFORNIA 92330 (714) 074-5760 13ERMINO NOITO: • ALL TURF AREAS SHALL OE 13ERMEP (TYPICAL). CONTOUR INTERVALO 5HALL BE (+) OR (-) Y-O" ANP OHALL NOT EXCEED 3:1 GRADIENT. • FINAL bERMING 5HALI. OE TO THE OATIOFACTION OF THE OWNER AN-01OR AUTHORIZED REPREOENTATIVE. VINE PLANTING (TYPICAL) (16 GALLON SIZE)(TRAIN TO WALL OR FENCE) JA5MINUM NITIDUM - ANOELWING JASMINE GEL6EMIUM OEMPERVIRENO - CAROLINA JESSAMINE SAFF—M ® 0 i MEDIUM ROCK SALT FINISH, NATURAL COLOR CONCRETE PAVING W112" WIVE SMOOTH TROWEL FINISH, NATURAL COLOR CONCRETE BANDING (TYPICAL FRONT& REAR) BUILT - IN BAR / BARBECUE UNIT (TYPICAL) POOL W1 RAISED E30NO BEAM 61-0" HIGH WROUGHT IRON CONTROL FENCE W1 WROUGHT IRON GATE (TYPICAL) BOULDER GROUPINGS (TYPICAL) --I .1 /I v tom' I r A& o PLAN 2XA LOT 247 DECIDUOUS � CCENT TREE PLANT-INC, (TYPICAL) (15 GALLON SIZE) CERC16 CANAVEN616 - EASTERN RE01300 (MULTIPLE TRUNK) PISTACIA CHINEN516 - CHINESE PlOrACHE EVERGREEN ACCENT TREE PLANTING -(TYPICAL) (15 GALLON _r,,IZE) I EbCALYP7-1 JS NICHOLII - NICHOL'S WILLOW- LEAFED PEPPERMINT GEIJERA P,ARVIFLORA - AUSTRALIAN WILLOW TETHERBALL POLE TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR 13ERMEV, SODDED TURF (TYPICAL) REFER TO 500 NOTE THIS SHEET. SWING SET TO BE PROVIDED 13Y THE LANDSCAPE CONTRACTOR CONIFEROUS ACCENT TREE PLANTING (TYPICAL.) (15 GALLON SIZES) PINU5 0RUTIA'MONVELL'- MONVELL PINE PINU5 THUN13EROIANA - JAPANESE SLACK PINE WOOD OVERHEAD (TYPICAL THROUGHOUT) 0'-0" HIGH PRODUCTION WOOD FENCE (TYPICAL) SALES 0 FOUNDATION SHRUB PLANTING (TYPICAL) (6 & 1 GALLON SIZES) HEMEROCALL16 HYBRIDS - DAY LILY KNIPHOFIA UVARIA - REV HOT POKER LAVANDULA OENTIA-rA - FRENCH LAVENDER NANOINA OOMESTICA - HEAVENLY 13AM1300 NERIUM OLEANDER - OLEANDER 24. PENNIOETUM OETACEUM - FOUNTAIN GRA56 4' PHOrINIA FRA5ERI - PHOrINIA PIrrO5PORUM SPECIES - MOCKORANGE POVOCARPUS GRACILIOR - FERN PINE RAPHIOLEP13 SPECIES - INDIA HAWTHORN ROMNEYA COULrERI - MArILIJA POPPY R05MARINU5 OFFICINAL15 - ROSEMARY 0, XYLOOMA CONGE5rUM - SHINY XYL05MA 2 3'-0" WIDE PRODUCTION WOOD GATE (TYPICAL) or 32" HIGH WOOD SCREEN (TYPICAL) e+ SALES INFORMATION SIGN _ ® ,� � �� HIGH BROUGHT IRON CONTROL FENCE A doe T YPICAL) 3'-0" WIDE WROUGHT IRON GATE (TYPICAL THROUGHOUT) - ----- k4l MODEL IDENTIFICATION 616NA6E (TYPICAL) 2" X 4" REDWOOD HEADER 130ARO (TYPICAL THROUGHOUT) ARCHITECTURAL POTTERY (TYPICAL) STREET TREE PLANTING (TYPICAL) 10'-0" WIDE WROUGHT IRON VEHICLE ACCESS GATE (TYPICAL) RETARDED- FINISH, - NATURAL COLOR CONCRETE -PAVING (l5 GALLON SIZE) - (TYPICAL FRONT & REAR) PER MASTER STREET TREE PLAN PREPARED 13Y Las Vistas JON KAWAVA & ASSOCIATES, INC. -'rO 6E INSTALLED AFTER SALE OF RETARDED FINISH, NATURAL COLOR CONCRETE PAYING W1 PALM ACCENT PLANTING (TYPICAL) MODELS. 12" WIDE SMOOTH TROWEL FINISH, NATURAL COLOR CONCRETE (36" BOX SIZE) OANDING(TYPICAL FRONT & REAR) ARECAOTRUM ROMANZOFFIANUM - QUEEN PALM ANNUAL COLOR / GROUND COVER PLANTING (TYPICAL) (FROM FLATS, rRIANOUL R SPACE 0 6" 10- O.C.) STUCCO FINISH WALL W1 POR CAP (STUCCO TO MATCH ANNUAL COLOR IN -BLOOM FROM COLOR - PAK5 ARCHITECTURE - REFER TO PLAN FOR HEIGHTS) GAZANIA HYf3RIV'MIT*5UWA YELLOW - OAZANIA 6'-0" WIDE PUBLIC SIDEWALK (TYPICAL) DIRECTIONAL SIGN AGE (TYPICAL) rl(,IAL.) tj �K ''T ll,",`TVA a� JON KAWADA A ASSOCIATES, INC. LANDSCAPE ARCHITECTURAL DESIGN 130 S. PROSPECT AVENUE, TUSTIN, CALIFORNIA 92680 (714) 730-6161 FAX (714) 544-4639 r—NI, x m' I w 7: i� I' 1 ` rl 1 e' { i G� y I +I I. , , • , , , -, - , , .. .,N, x.-. ... r .>. , .. � d - .& -..... ., u - 5' _ ^� -„c., .. t -�z, +�, .,.�;..,�. ':x >: � =;:„t=,- ,r.-.- .;- r-n -� ^;: .r r.a ^-• >r' -aR'`- ,rv• ,r,.,.s,.s;rc :r- ^'c _ e,. � +lea^ � � �?£. iY .�" *. s ea:. 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PLAY ANIEMTIES AVAILAF3LE THKOUGH: PETMEP5 P, 0. 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SIZE A5 FOLLOWS: A 3'-0" PJMv1E'rER L3 2'-0" DIAMETER C P-0" OIAMETEF\ IN57ALL PER DETAIL 'N' SHEET L-4. 10 (FI, 0- RAWN KU CO < 01 1114191 < X S C A L E r) < 14091 G T U LU < -.4 f < 7, kr F GJ S cc) Lu LLJ (FI, RAWN KU CO aws rc 1114191 14c S C A L E U_ 14091 G T Lu -.4 kr F GJ S H E Er F) Lu LLJ Q) 1Z (FI, RAWN KU CO aws rc 1114191 S C A L E 14091 G T kr F GJ S H E Er F) 41-1 %—k � V & NJ � 1-4. 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OVERHEAD STRUCTURE (TYPICAL) 2" x 4" ROUGH SAWN DOUGLAS FIR LATTICE - 5PACEO 0 6" D.C. (TYPICAL) LIMITS OF WOOD OVERHEAD 5TRUCTURE (TYPICAL) 2" x,5" ROUGH 5AWN'0000LAO FIR GRAB BEAMS (TYPICAL) 6" x 6" ROUGH 5AWN DOUGLAS FIR—, DUMMY P03T5 (TYPICAL) 2" x 4" ROUGH SAWN DOUGLAS FIR LATTICE - 5PACE0 CV 6" O.C. (TYPICAL) WOOP OVERHEAL)'C'- PLAN 22XA 5ALE5 OFFICE FOIT X y F_ NOTE: PLAN VIEW -T P057'/ 3EAAA CONNECI-ION 1:'CHAMPHER ,7 45'­ — 1 'RQUT(rYPICAL)-- — 2" X 4" (HOUGH SAWN DOUGLAS I'll, — PLANT - ONS (BOXED, MITRE CORNERS f.:) 45L) 2" X 0" ROUGH SAWN DOUGLAS FIR GRAD BEAAl 2" x ir ROUGH SAWN DOUGLAS FIR CROSS JOISTS (TYPICAL) 6" x 6" ROUGH SAWN DOUGLAS FIR DUMMY POST ICI.. 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C. 4 U 7'-0­ MINIMUM TO FINISH SURFACE 7 ia" DIAMETER MACHINE BOLTS W1 WASHERS & NUTS (2) BOLTS PER CONNECTION (TYPICAL) 6" X 6" ROUGH SAWN DOUGLAS FIR POSTS FINISH GRADE I /v/ SIMPSON CD 66 COLUMN BASE OR APPROVED EQUAL >/ PATIO PAVING (TYPICAL) - REFER TO PLAN (SLOPE TO DRAIN Ca) I % AWAY FROM STHUCTURE A CONCRETE FOOTING 36" SQUARE rq) POST LOCATIONS ONL Y PO.*E_3-f / FOOTING CONNECTION ALIGN P05T / 0EA M CONWECTION PLIMMY FOOT CONNECTION POST / FO 0 Tf N ru CONNECTION L -5 0" x 6" ROUGH SAWN POUGLA5 FIR PO5T5 (TYPICAL) 2" x 5" ROUGH SAWN 0OUGLA5 FIR CROSS JOISTS (TYPICAL) --T OALCONY (TYPICAL) I F— W009 0YEPZHEAP'0'- PLAN 4CIZ DIRECTION OF LATTICE (TYPICAL) A T fj 4 A I I I j! N, T 12". d- Ly LUA K �q ZZ ­M7 Z�l V LIMITS OF WOOD OVERHEAD 5TRUCrURE (TYFICAL ' 4 1 J Z L -ICE La-) ro D. C. T Y P ICA L) AT7 - SPACED Q� .'!zj Q) C7, C� '_n _5 4 'J N ---- ---- -- - --- 14 7 S. 0 �3" FuLj'_7 i 'Aly"V i " I) — L A F; ;' 14 14 2 x FO U G H 5A0/1�l DOUGLAO F ll: Cr DDS JDI T ;J .A e5 x e3 0 U G I V t\ I _0 0 U 6 L F 1 Ff 0 U N 1 1% A 6" x 0" ROUGH SAWN DOUGLAS FIR PO 3 T-5 r I(,:. ,4A 1141911 0 r'j o. 4 A % A WOOD 0YERHEI-1 'A'- PLA�4 03C A c" o `zf 4) A A 0 4 U 7 L,Lj Q < 0 < < I MR < < 4 4) A A M � 4 A -,112-11XI-471 ,;dI 1;T OOVLVER-�OROUPING olIx wr:�� rin c4zzo 6" 6 161, M601(2, -1 )v -r- Y, rv&H XuC4�q 'mr) 124mmy (or- Fno-�M/ �rq-Vvl UUMMY P06r CONNECrION PRINTED ON CLEARPRINT 1000H Ilxdc ,TI m"I 1(< x III --INIA _42",HIGH WOOP 5CREEN (ELEVATION) ( I '� F`,QIODUCTION VVOOE1 (TYPICAL) 3 WEAVY DUTY SELF CLOSING- H1\JGES - EQUALLY SPACED GK'AVITY LATCH A J` 1L - ME 2' X 4' 34 S DOUGLAS FIP Cg?OSS BQACE 2'X 4'545 DOUGLAS Fly FRAME. MITRE COi2I\152 JOINTS 6-0" HIGH x.3'-O" WIVE PROPUCTION WOOP GATE 2'X 4' S4S DOUGLAS F/P TOP STt2INGEP 4'X 4',54S CEDAR POST SPACED a 8'-0' O.C. OOLJC" "A WN CEDAR' PALING " a 4' S4S DOUGLAS 1`12 3C)TTON1 5Tic2I',JGE�_y Fl,'\:7Si -' GPADE CONIG;_'ETE FOOT -ING 6-0" HIGH PKOPUCTIONVI W000 FENCE (5ECT-ION) X 5 ' c, F�19? , .'S Dr)L/(-L-- TOF, T;zT%'GE, X 4' S45 CEE)'G? "OS7 S �'ACED - 6-0,3c � / rt`u,�'In'tt tv i:?OLJG-W SAWN CEDAR PALING I t /A T X 4" 54S DOUGLI,^ -,c, F;F) BOTTOM _5T­?INGEQ FINIC44 J/ T (,ONC�?r_:TE "d, i�l- , i-Il -_ ll I TWI­j LI J If!_ 6-0" HIGH PR-OPUCTION FOOD FENCE (ELEVATION (�rT� r H ­0 XI 5111 IW' X HOiL-ON ANA -upr, 54\IL;u _-T 1-y r N�� H I H Gl� - T�_l _T�n N ff)f�Q�j i rwL.) lir-t6; nff) jo, 1 hErf_-�F) TZ) 1:91 F/771 4��, 7 117, 42" HIGH WROOGHT IRON CONTROL FENCE 3'-0" WIOE x 42" HIGH WROUGHT IRON GATE 4 "X 4" ROUGH 5AV/N VOUGLA5 FIR P06TO REFER TO DETAIL 'I-." SHEET L-0 FOR P03T ENLARGEMENT. LOCKING LATCH SELF CL05ING HINGES (3) REQUIREP AT EACH GATE 112" 5aUARE HOLLOW PICKETS 5PACED 4" CLEAR BETWEEP. PICKETS (TYPICAL) i � 4" 1-714' X 2" HOLLOVv TOP, bOTTOhl & 01PE RAIL5 (TYPICAL) CONCKETE CURB ION 5IMP50N 13C 40 P057 BASE OR APPROVED I�J PROP LATCH ----------- - 1: " ' 1 EQUAL - WELL? TO METAL PLATE CER FIFIEF) CONIPACYEO '�UbGKAPE G" 5aUAPE X 3/j5' `HICK METAL PLATE 'REDHEAD' PLATE K'/ P05T BASE TO (90% COMPACTION) TOP OF CURB IN (4) PLACES EaLIALLY SPACED. &'-0" WIVE x 42" HIGH 0005LE WROUGHT IRON CATS ��T� �TI'dloo, ('� 17- ;T A 1 271 6-0" HIG-III IRON F"ENCE /r-- 1-114" 5ULIAPF HJ! LOW TOP, [3,�7TTOI,,! & E -I[)E P,Af,- 5 e-" F;aIJAPE HOLLOW PICKETS 4)FACF (p �4` 0. C. P-Fv I I-)(-V - PA n!nlrArAr,_T:Gc LC)1;1N(7 VONGLb ON 0i'P(1_',1,1 1 _T_E PAVING (TYPICAL) - FEFEV,T0 \-- CEPTIFiEP CONIPACTEO 5tJFGFAl9E (907, CO3Vr1A(-,-10N) V-0" WISE x 6-0" HIGH WROUGHT IRON FENCE CC .4 A j - CONCRETE RISER _21 q� ryt�,j Tf o a I rj�- L�AA �,ef� ft TT -0 it 0 "ONCRETE WALK / PAYN,40 7- 37' 0-,&L�T f-T fr J �-'�Nl i � , �✓,, ' (-)Ott k), 5TUCCO FIN155 WALL W1 POR CAP -f R" Z; IVI , j;Ik- 5 rn'? >ft V� < -N— >r j Z4 Ql, E, --p z (4) 0 RA'w r1j RX gg CHECKED J66 DATE A SCALE t1orle JOS Iva. 14091 s. SHEET 13 F SHEETS Q� C8 10 _q C14 o, U) !� uj 'LIU) Z < Xz LL 0 <u < C/-) co < z 66 ' L.Lj tom- - < Lu > LU r_ >r_0 Lu:� 0 y C) Oz CD IVI , j;Ik- 5 rn'? >ft V� < -N— >r j Z4 Ql, E, --p z (4) 0 RA'w r1j RX gg CHECKED J66 DATE A SCALE t1orle JOS Iva. 14091 s. SHEET 13 F SHEETS 61 )<o ro"ri i UoL 11F) 01 IW14 WTTrT� GENERAL WROUGHTIRON 57- UCTIO OTEO ® ALL CONNECTIONS 5HALL BE CONTINUOUSLY WELPEP. A ALL TUBING TO HAVE ENDS WELDED CL05ED. ® ALL WELP5 TO HAVE SPLATTERS and SLAGS REMOVEP and GRINPEO SMOOTH. ® CONTRACTOR 5HALL PAINT ALL STEEL W1 (1) COAT ZINC CHROMATE PRIMER AND W1 (2) COATS OF RUSTOLEUM FLAT BLACK PAINT or W1 AN APPROVED EQUAL or AS DIRECTED BY THE OWNER. O FENCING / MONUMENT NOTES ALL WROUGHT IRON TRAP 1 MODEL FENCING 15 TEMPORARY and SHALL BE REPLACED WITH REQUIRED SPECIFIC PLAN FENCING FOLLOWING MODEL CONVERSION TO PRODUCTION UNIT5. PRINTED ON GLEARPRINT 1000h1 �J 1 �l \ f?16�q- riiiI 6-�,mlp TO 0Y111\1611 POOT / FOOTING CONNECTION GENERAL WOOD C.a,/ 7 RUC7"IO OTEO. • ALL WOOD TO BE X11 CON5TRUCTION GRAPE and SHALL BE ROUGH SAWN • 0OUGLA5 FIR UNLE55 OTHERWI5E NOTED, • ALL NAILS TO BE HOT PIPPED GALVANIZEP. • USE FINI5HE0 NAIL5 ON 0ECKING5, BENCHE5, RAIL5 and ETC., and 5ET HEAP A7-1/5" PEEP. • REFER TO UNIFORM BUILDING COPES FOR NAILING 5CHEPULE3. • ALL 5OLT5 TO BE CADMIUM PLATED, GALVANIZEP OR PRIMEREP. • ALL 5TRAP5, BRACKET5, HANGER5 and ETC., TO BE GALVANIZEP STEEL or PAINTEP TO MATCH WOOL) FINISH UNLESS OTHERWISE NOTED. • STAIN ALL WOOD MEM13ER.5 TO MATCH TRIM OF ARCHITECTURE UNLE55 OTHERWI5E NOTED. • ALL WOOF JOINTS TO BE MITRED AT 450 ANGLE5, GENERAL WOOL? OVEHEAV CONOTRUCTION NOTES.- REFER TO WOOD CON57- RUCTION PETAIL5 FOR MATERIAL5 and FIN15HE5. WOOD MEMBERS NOT SHOWN BOLTED 5HALL BE ATTACHED IN ACCORPANCE TO THE UNIFORM BUILPING COPE NAILING 5CHEPULE, • ATTACH LEPGER5 W1 112" PIAMETER X 5" LONG LAG 13OLT5 @ 16" O,C. (5TAGGEREP) • CAMPHER ALL P05T ENDS, 5EAM5 and JOI5T5 PER THE FOLLOWING: 2" MEMBERS 112" 0 450 3" MEMBER5 314" 9 450 4" MEMBER5 1" 0 45° 6" MEMBER5 1 -114" 9 450 5" MEM13ER5 1- 112" 9 45° • ALL CARRIAGE and/or MACHINE 13OLT5 TO HAVE A 2" PIAMETER X 114" WA5HER(5) 0 NUT(S). • ALL BOLT5 TO BE CADMIUM PLATED, GALVANIZEP or PRIMEREP, • ALL 5TRAP5, 13RACKET5, HANGER5 and ETC,, TO BE GALVANIZEP 5TEEL and PAINTED TO MATCH WOOP FINISH UNLE55 OTHERWI5E NOTED. • STAIN ALL WOOD MEMBER5 TO MATCH TRIM OF ARCHITECTURE UNLE55 OTHERWISE NOTED, • ALL WOOF JOINT5 TO BE MITRED AT 450 ANGLE5, I (3, 00, a, -r jp 4__.. 4 .b. x114 W/4 PLAN VIEW POOr l 13EAM CONNECTION GENERAL CONSTR criON N T a s ALL CONSTRUCTION SHALL BE PLUMB and TRUE. COORPINATE ALL WORK WITH ADJOINING CONSTRUCTION and OTHER SPECIALTY CONTRACTORS, CONTRACTOR 5HALL VERIFY WITH THE PROJECT 5OIL ENGINEER'5 RECOMMENPATION5 FOR CONCRETE WALK5, 5LA55, PECKING, FOOTING and OTHER APPURTENANCES, ALL CONCRETE 5HALL HAVE A MINIMUM COMPRE551VE STRENGTH OF 2,000 P.5,1, 0 25 0AY5 and CONFORM TO A, 5. T, M, C -150, ALL FOOTINGS 5HALL BE POUREP ON UN0I5TURBEP NATURAL 50IL OR 90% COMPACTED FILL, GENERAL MA,150NRY CON6TRUCTION N ` " 6 • ALL REINFORCE5 5TEEL 5HALL BE DEFORMED BAR5 CONFORMING TO A,5,T.M, PE51GNATION A -615 GRADE-40. • ALL FREE STANDING WALLS TO HAVE A MINIMUM OF 40 BAR PIAMETER OVERLAP AT SPLICES. • ALL RETAINING WALL5 TO HAVE A MINIMUM OF 45 BAR PIAMETER OVERLAP AT 5PLICE5, • OOWEL5 5HALL BE EQUAL IN 51ZE and 5PACING TO VERTICAL BAR5. • GROUT 50LIP, ALL CELLS WITH 5TEEL, FOR RETAINING WALLS, GROUT 50LIO ALL CELLS FOR FREE 5TANPING WALL5, • GROUT CON515TENCY 5HALL BE FLUIP WITH A MIXTURE RATIO OF (1) PART CEMENT, (3) PARTS 5ANP and (2) PARTS PEA GRAVEL, • MA5ONRY UNIT5 5HALL BE GRAPE N -1 CONFORMING TO A.5.T,M, DE5IGNATION C -90 and MANUFACTURED IN ACCORDANCE WITH THE CONCRETE MA50NRY A550CIATION 5TANPARP5, • MORTAR 5HALL BE FRESHLY PREPARED and UNIFORMLY MIXED IN A MIXTURE RATIO OF (1) PART CEMENT, (112) PART LIME PUTTY and (4 -112) PARTS OF 5ANP CONFORMING TO A,3,T.M, DE316NATION C -270, MORAL P L ' 0N 1`RUCj / fig NOTES,,: > S: THE OWNER 5HALL 5EC! jRE ALL BIP5 FOR THE 5WIMMING POOL. THE 5ELECTEP CONTRACTOR 5HALL 5UBMIT 5HOP PRAWINGS DETAILING STRUCTURAL 5ECTION3, PL UIvIBING, FILTKATION, HEATER, ELECTRICAL, and OTrIER APPURTENANCE5 REQUIRED FOR 5WIMMING POOL CON "", RUCTION IN CONFOPtAANCE WITH 1_h'E EXISTINIG 501L CONDITIONS rin IN COf IT. LIANCE WITt-I THE GOVEPi411.NG COPEE rind OF;01NANC: 5. POOt. 0Er('K5 ' 0; HAVE A !! h! it,,'11,11b,,'h'4 5LC'PE T0 DP /;11'I AWAT' Fr`Ot,,l 5Tr?t)f'r t1�;E5. 4 ALL FIN15I G AI) E5 5HALL �•E I" tv!IN11.1 -1U&I L" EL04h/ ADJAC 1,'1 FIN15H 5UPFACF_5. BANDING and / or EXPAN51ON JOINT5 5HALL BE INSTALLEP PER PETAIL5. ALL POOL CONTROL GATE5 TO BE SELF -CL 051NG and 5ELF- LOCKING. ALL POOL WALL5 and OATE'S 5HALL LSE 1N5TALLEP PER PLANS, TILE SELECTION 5HALL BE BY THE OWNER / DEVELOPER, REVISIONS BY .k i 1a;oN g w., CHECKED i A� DATE Y ._, C A L. F none JOB NM g 14091 Yi S SHEET Lit OF SHEETS U) < . w g .:z >: < G . cj ^ 4,M) ✓ry yl�y+ `J < Lu r 1a;oN g w., CHECKED i A� DATE Y ._, C A L. F none JOB NM g 14091 Yi S SHEET Lit OF SHEETS to Lu _U_ l., Lu u.1 �a IV ul 1a;oN g w., CHECKED i A� DATE Y ._, C A L. F none JOB NM g 14091 Yi S SHEET Lit OF SHEETS F-4 0 PRINTED ON CLEARPRINT 1000M a o Fe Nl PLAN 3C LOT 245 ov, \ - -- i —\ 1 \01/ ........... rl \0 \0 'o- p- b r \0 --c) C 2 ... . ...... . . . . . . . . \0 , '00 \y/ 0, 9 i ! \ 9 b- \0 PLAN 4CR RZ LOT 246 tl 7 T\ IDRAINAGE LEGEND A E40 P ...................... ..................... 4' NDS DRAIN PIPE 6- NDS 50 EPEE -D-BASIN DRAIN V%I/ GREEN GRATE 6' NDS 80 6* ATRIUM DRAINAGE 1/\]/ GREEN GRATE 01(o THIS INDICATES THE DRAIN) LAYOUT. EXACT LOCATION(S) AND QUANTITY(S) SHALL BE DETERMINED IN THE FIELD BY . ..... THE CONTRACTOR AND THE 00INER'S AUTHORIZED REPRESENTATIVE. PROVIDE (1) 3" CORE DRILL FOR EACH LOT THROUGH THE Mlm=;n CURB DAYLIGHT. SLOPE ALL DRAIN PIPE AT A MINIMUM OF 1/4' PER FOOT, GRADING LEGEND® SYMBOL: DESCRIPTION: F.F. FINISH FLOOR ELEVATION PLAN 2XA ELEVATION FINISH SURFACE F. S., LOT 247 H.P. PIGI—d POINT SALES OFFICE 1. E, INVERT ELEVATION p 0"p, A TION P.E. PAD ELEV T.C. TOP OF CURB ELEVATION Fe L r r /E'105. F 5,12., TG I 10.5-59- E 0 T.G. TOP OF GRATE ELEVATION \0 b. <0 L........ c') \0 o ------ ---- - --------------------- 0, ------ ----------------- 10 TG I 2 - X. 104.7 'IE 100 (N 3 P5-4.7--- ell, 10,7 ol .0. rG 752 L IE 105 23 IE 102.99 • • \ °oo oo° \ ., I oo °° ° v'�. •IN, O 1 I '20 r 71 n n IE 103.93 ­9. JtI c --- /0 O0 -()3 "t, cp 0 00 0 4 Las Vistas LIGHTING L 'MALIBU' CLASSIC LIGHTING SYSTEMS: 0 WELL LIGHT - UL V172 9 REOUIPED TP/S SHEET TRANSFORMER / TIME CLOCK REQUIRED TWIS 4LV381T PLUG IN POWER PACK WITH TIMER 20OVA. LOW VOLTAGE CABLE L V455 1212 GA. 150 WATT FLOOD LIGHTS - 3 PER MODEL PER' ELECTRICAL ENGINEERING PLANS. it GENERAL UGHTING NOTESo * INSTALL ALL LIGHTING EQUIPMENT PER MANUFACTURER'S DETAILS AND SPECIFICATIONS. * LOVI VOLTAGE 'MALIBU' CLASSIC LIGHTING SYSTEMS: RUSS INTERNATIONAL, INC. 1100 WEST 135TH STREET GARDENA, CALIFORNIA 90247 * AVAILABLE THROUGH, HYDRO-SCAPE PRODUCTS, INC. 601 NORTH BATAVIA ORANGE, CALIFORNIA 92668 (714) 639-1850 * INSTALL DIRECT BURIAL CABLE IN COMMON TRENCH WITH IRRIGATION MAIN LINE, LATERALS, AND VALVE CONTROL WIRE (TYPICAL). * INSTALL ALL TRANSFOPMERS AND TIME CLOCKS ADJACENT TO THE IRRIGATION AUTOMATIC CONTROLLERS PEP MANUFACTURER'S DETAILS AND SPECIFICATIONS. POWER SOURCE SHALL BE PROVIDED BY THE OWNER AND FINAL LOCATION(S) SHALL BE APPROVED BY THE OWNER. Z Lu z �;l E_ V I a 9 ol m BY 5 DRAWN KU 7 0 DATE 1111-/91 SCALE noted (1-5 2-7 LL J Z 1.091 cf.) x u < < 0 < rJ N uj Lu < u- Lu < < > Lu 0 Lo ) 1� DRAWN KU CHECKED DATE 1111-/91 SCALE noted Jos NO. 1.091 SHEET N uj Lu 4 Lu Lu Lo p n DRAWN KU CHECKED DATE 1111-/91 SCALE noted Jos NO. 1.091 SHEET OF REVOWDIMS MY `0 LLJ Z C!: < 0 < < 0 U') cf) < D < U -' > < Ul >c c� LU LU LJ vz Z4 Q� 'r, LU Q) PRINTED ON CLEARPRINT 400011 DRAW"' KU CHECKEO DATE 1114191 SCALE noted JOB P40. 14091 SHEET L"7 Fkv SHMETS OF PRINTED ON CLEARPRINT 400011 IF mmuUUNM L�r%Ltauf_n 1 1 VALVE # A-15; I" @ 20 G. P. M. DEMAND LOT 245 1" WATER METER LO55 2.20 1-1/4" MAIN LINE L050 (108 L. F.) 1.90 BALL VALVE LO55 ho 1" ELECTRIC CONTROL VALVE LO55 E5.00 LATERAL LINE LOC75 1.20 L055 THROUGH FITTINGS (26%) .30 TOTAL LOOOE5 11.40 OPERATING PRESSURE 30.00 - L055E9 41.40 STATIC PRESSURE 60,00 RESIDUAL PRE55URE 8.60 I I Lpr-%1_vv1_r% I I VALVE # 13-7: 1" @ 19 G. P, M. DEMAND LOT 246 I I" WATER METER L0515 2.20 1-1/4" MAIN LINE L055 (64 L, F.) 1.12 BALL VALVE 1-066 ho 1" ELECTRIC CONTROL VALVE LOO5 5,00 LATERAL LINE L066 .55 L005 THROUGH FITTINGS (25%) 13 TOTAL LO55E5 9.80 OPERATING PRESSURE 20.00 LOOOEO 29l80 STATIC PRESSURE 50.00 RESIDUAL PRESSURE 20.20 PRINTED ON CLEARPRINT 1000H VALVE l4t C-1; 1" @ 22 G. P. M. DEMAND LOT 247 1" WATER METER L055 2.20 1-1/4" MAIN LINE LO55 (153 L, F.) 2.69 BALL VALVE 1.050 ho 1" ELECTRIC CONTROL VALVE L055 5.00 LATERAL LINE L055 1,44 - L055 THROUGH FITTINGS X25%) TOTAL LO55E5 12.49 OPERATING PRE55LIKE 30.00 LO55E5 42.51 STATIC PRE55URE 50.00 RESIDUAL PRE55URE 16,48 OLEEVE CHART: SLEEVE SIZING SHALL 5E PER CHART FOR VE516N CLARIFICATION. 51ZE A5 FOLLOWS: MAIN LINE 51ZE LATERAL LINE SIZE SLEEVE OIZE 1 -114" 311 112 514" 1 -112" ilt 2 tr 2-112" CONTROLLER N07 E• THE LANDSCAPE CONTRACTOR SHALL PROVIDE ONE (1) AUTOMATIC CONTROLLER FOR EACH LOT. AUTOMATIC CONTROLLERS SHALL 0E LOCATED IN THE GARAGE. FINAL LOCATION SHALL DE APPROVED DY THE OWNER. LO'r245-CONrROLLERA-RAIN51RF)RCM-11.°5 -1&OrArfONO LOT 246 - CONTROLLER 43 - RAINL31RD RCM-1213 - 12 STATIONS LOT 247 - CONrROLLERC - RAIN51RO-RCM-1513 - warATIONO POINT OF CONNECTION NOTEO,- ALL POINT OF CONNECTIONS FOR THE MODEL COMPLEX SHALL 13E LOCATED ADJACENT TO THE HOSE 13I5135 PROVIDED AT THE FRONT OF EACH UNIT. THE LOCATIONS SHALL OE VERIFIED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR, SHALL LOCATE ALL VALVE(3) IN PLANTER AREA AND SCREEN FROM VIEW W1 6HRU5 PLANTING. * STATIC PRESSURE: 50 P.6.1. * DESIGN PRESSURE: 30 P.5.1. * MAXIMUM DEMAND: 22 G.P.M. (APPROXIMATE) C-3- it L P ITT OF CONNECTION LOCATION (TYPICAL) O`� AUTOMATIC CONTROLLER LOCATION OERVICE NOTEO: TEMPORARY ELECTRICAL SERVICE FOR LOT 240 SHALL 5E PULLED FROM LOT 247. WHEN LOT 240 IF, OUILT OUT, SERVICE SHALL 13E PULLED FROM THIO LOT. o VALVES C-14 & C-15 ARE TEMPORARY AND SHALL REMAIN A5 APART OF CONTROLLER 'C' UNTIL LOT 24&16 13U11-T OUT. AT THAT TIME, SAID VALVES SHALL 13E REMOVED FROM CONTROLLER 'C', `V A REVISIDiMa 1.4 0 CN lul) C.- < LjJ 0 x _j 0 <U < ! u- C� < 'D > < Q cb JKA 0 A'r r= 1114191 SCALE noted JOB No. S I1 E ET 04 1.4 0 CN lul) C.- < LjJ 0 x _j 0 <U < ! u- C� < 'D > < Q cb JKA 0 A'r r= 1114191 SCALE noted JOB No. S I1 E ET 04 ;s r= TS Uj LU Z uj LU U- < c' _t '4 Lu G DRAWN C CHECKED JKA 0 A'r r= 1114191 SCALE noted JOB No. S I1 E ET ;s r= TS T L8 recav -'p I-- -Plurit, per detail - t1 -mot t t rum ror plan qqen, 3 a M I t7 Callo' Stake per detail "13'� A 7 U 6t r $ liah Willow "a to 15 0- ollor! Otake per detail If;' plovacia chinerle# 7" box Make per detail'$' 1 ; Chineop plotache, 5 c7allon'' IV 464ata" 1­01 �i , . - I - - Au"Wijaponrca a ­0614 Pust Plafht' 7 I Callon 'Mixed.coloir -\ Hyid. Callon ane e Barra Callon ant 5hrinip p dul�`dentvta 37 6 191-allon Fienoh'Lavender 4 15 Gallon n He averily L3ajrjboo Ne,ripm oleander 'Pet 76 ite, Pink' 6 Gallon �kdra 40 5 Gallon ,Plttoop6rvm,to17lr8 'fteelar'e OwarF 34 6 Gallon i6rner';i�'Vwi�rf Vvrieg�ted Mockorange Podbc'arpur, gracillor 3 16 Callon Ftirri Pine 3anv6IIna' ahamaecyparloauo 51 5 Gallon _Laveiider Cotton 50 5 Gallon Cape-.Ho neyj uckle, ,YYlooma congee'ttlim 47 6 Gallon y4ri ,Gelve I rn'lurn.eampervireno C2 15 Callon Train to wall or fence Gallon Train to wall Aoo i� inq or fence "I An, 0011-1 -7777­�7-�:- (7tial, C0101I �'t, In 01' fFrorn_col 9 lor pa'ke opaced ge 0", ox,. - 745 eq. ft, 50 flaw of 100 uniftora, lOunrloe Yellow'- Tr, M_Ing Gazartiv 12" 61'e. -, P 070 o(j. IT. '(From flat; ig,op'o'ed 0 29 rb7bo, of 10C rj,-i peruvlana ',Otarfilre- ✓erf/cma 'o of 100 1)1,, t 'C' -ornflate, -iced 0 12"o.c. -3,10-6 pq. ft. /51 flat Oodds d -to noted ((5,455 rq, fv.) 4 - EN0 IRRIGATION LEO KU11 ?Afti 6IF0 191 9F9IF!51 • "POP IY t(jXF I'IMAO 1,x7 .5 00 4'P1,?r 1,11' Cil 5FA L-A- h to I N' , FEA; UK E POP - I)]' I`Ugr 5P9AYJ,EAO 4"POP, UP,1475fML-A-MMIC F-AIURE 9MI f3f9v If-, 6Mr-b VIOP UP WICI`AL- A,MATIC FEATURE, IzAw PIRO IU UERICf, POP UP Uqt IVRA I` fICAU XANIngo 12 PUP^ Ur�l URr 9rPAYIIPAV 20 210 4,prr JPvoo,AC-AmAUrrEAivir- POP - UP IUK,' OPkAY NE•10 20 v -4- POP - UP W1 i: 70 f( POP' Urr TURF 6PKAY hrAO 7ICJ' AI T0G4-6Ai,I•1Zf 4"POP - UPWI SEAL•A•MA fir FEAT 09-9 P - UP fUKr•6PFWH6AO 20 •1' PO? - UP :Y/ 'ILIAC -A-MA IIC d CA ILlfir. oi I nr(t i" Mfi� 019V p6k - up I U9P OPKAY HEAP UP W[ 5FAt 1504-5A4i-12r 4" Pop - -A-MArIC reATU R E I, 9AIN IWO iZ 5LIRIF , 5, Pof;,• fit, YURI: 9PFA r J49AO Liz A, r 4 POP - UP I'// -A-VAIft, FFANM F'Alfi 018V 12 FOP - tit, TUPF SPRAY HCAO 15 sU :Y - 1004 4- POP - Of' W1 SEAL ,_A -&'A I C. F I FAWFr FOP -Oil I UPF I 5, PpArijrlto 4, FOP -ti? tfl/ SEAL -A-MA I !G FEA PURE POP- UP 51C900 EPKAI' HEAL' ZU Y. IV 4'POP - v POP. 20 f J0 IOU+,1XM.J2tI__ - 4^ POP - (FIAEO RICER , If9IjbAUAf`7FK) POP - UP5iCXUb 5PXAYHrAg 20 70 :Cr 5 ity I t, 41PO -LrW1SEAL-A.ifAfICr -.-ArUR9 FAII -',A?,t 1212- NEO (FjIfEp 916E9 t.jof)pj i W1 PA 05 PLA6 t1: St fRU15 AP HALF PAIN 0190 a EERIE,, POF- UP 5N9110 5?RA(JiFA[1 -PEI jo � 'j, - &106-9Nf eff•FLT-F(75 090 7,' POP -,UPN1_1iEA(.-A-MATfr FEATIjkE �� PC6 02u (WHITE), ) f WIC, Crt (FI.16OX ELF MOUNT IVI PA - 0!� PtA57IC f;fIKU6 AVISPIFF• FOP - UP EHKULI 53?KAY i1FAV �:E;Ukr �;" K, FN ff- FOP - LIF Tt/ EE,iL-A-MAJIC fVAJURF Jt� eCE_, Cik�,Q (MACx) PXE* tFIXFO X15ER MOON1 W/ PA - 06 FG1911C t5mUr, APAPIrq) UP spip"o rwy,�,y I (LAO "w" F? ri'll F POP P C,* POP -_UPea SEAL•A-MANC I R15 Wouiff W/ PA - Ft"511C 6HPUB 40AFIrg) 'it 61ry I! 9EIE5 t _11), SLOT E,* m"'Utir ;400-;6t;b 1) Pr; -119 P11151 I fr 0I 4XU8 AVAf'TCfZ) xn ti o III, ,i 4w 1,P %L�ULI C-PKAYHtIAO d1w it, 4gRIE5 OCfC, (ill t , -A I lt,r, E KPI oil UP f, p( RAIn a . Igo n2 �jxIEE; POP- ve co L AC-�) UP V FAL N, MA I 1� r ��A f UN I. PC 0 0(1` (0 FOF (h RAIN U190 0?2 FER!155 POP - UP 57966M PAT7U,N HFAP 9, OCIAMEK •`0:, I 9-PCE;,040 r,' POP, - UP Vfi a64 L-A,MA flC- FFA I UKE 41 5040(ORANGE) FIOI69UHE Q?.fPENSArfN grprEpi - M* IRAjFCTOFY % VIC, 6ERIF9 5JAPt0Afil) 9jXEAf.1 PAITFF11 IirAV 90 .5, FIXEO�R] iFXMOUNT W1 A,95 0KA51C rIIKUO At,,Irm, t rcf;-oq,j (Svor, E) 5• fgA,1170QcY, UrIC; rAINOIRU 516 CMEFI­ 61AMIAX0 1179FAM PATrERN HEAL, yxrj 40 0 fIAEQ;OogX t,(OUtjr IW.% 0t; imA sHFU5 AUAVIE9 S FG5, "I"') C(;RFFil - 15* fKAJCrIOrY UP 51`9EAM 6IJ130LER HEAD 4 I'0Ot3-6AM-PC1-0,M;-06O 0' POP - UP N66,11.-A-MANC PEAT'VRE A M3-OCO (431 AC•) ;, KNN61R035EXJc5 POP I UP 5IXEAM C3C0CItrXIirAf1 .51 rJU f' cJlJ,t47E %Cr4 +.tr 0..PO P • Of' N $,EAt- A44ANC f EAIURr A f",'-J, 040 (CRANC10 PXE5SUXF COMPrNgAIING 5Cn-rN 1N5FALWION NOrg5i ir;M LANP 51:APE CONTRACT OX 6CLALC PROMEF ft) XCN(7 0905. 617JU91AVLE CHEC4 YAI YE (APM-UPWN) OF,'•rPxOvEu EauAk AT FACR ICEAP LOCATION (At; Rcauinb), ig eREYENr Cow Ifr-AO PxAt"mUF. C RACE ME LAUCi!ICAF;-:6QNrXACTO9 6IIALL AVJU5rA14 1FP'I1IKtFX HEA05 IN THE FfR9 FOACCOMMOVAIE THE OF-, I O�E FOX ALL LACQ6OAPEP ArV66. N12c0 MoOrl, T-6159, FULL PORT040, VALVE L1He 611E (PoiN r of CONNECftOf)uW vve8uspic qmr - YExiFY,tCYATfojJ IN IFJl FIE( 0 PRIOR TO THE F7A?, I OF cow,,*m1.urTiwi) YALYE W1 UNIOit ' FLO_PXP ' 3EJRIEC, - 03. 3/4 ": #1499,O6-04; P f ELECJ91SAUGL9 YALYE Wi UMON M05PHE•IC VACUUM 139FAKER. IVI UtifOtl gvti PIRG _AUrOhfAT,C CONTROLLER6 COPifXOLI.,M;A'AX" 105 WIM15 Cot, OLI.E9,0, 12 STATIONS CIE ".xvRof, P 9E5FOENOAL wwgg PxovfoEp bLe Ti, 10 PA', Ill I I vAkf, Y,.LYF s-Ijur OFF III ",Nxv 004 FO�� FL;fUg'[,, Ex[ppli ")I/ (PrOy'?E0 0 THE vEvrLOPE9) PIPING To 011"ELERIG Upill WAIN _LINE PIING PYCCC2oCCHf:UUIfF4O FLAFT11, PIPE (CO- fi1NIM1,144 PrPTI1 OF rOYtF) `(A FEPAL LINE 1120,CIA5Ei 200 PLA,UGPIPE 51,1E NWI• (fg' &fftlimum PErIff OF COVFK) PVC fuu "CuEputii, �fu yf,f!3 fir PIPE 1116M: 10, _1AAW LINC St LEY -I UPI. 0611 1 (PISIALL M`(15ATH PAfelhOPKIOP TO HARVECAFF 1, 2 on '9111 LvF IJIA 9 1 ==u L1rERAL_LJNE'6LEEYF. Pvc )izo, 5CtfE0ULF40 111,11,' t'IPF (,N0TAIt- eENFArl? PAMHO PRIOR 7J,t.1KPuC4rE ro?I51guclwi,f 'YALV5 SU'E i � -� 11 Irl r I --v tC/ REDWOOD HEAVER 130ARL? NOTES, 1) ALL PALM TRE--_ HaC44TS SPALL eE DIFTERMAED ASMEASLRED FROM T't E TOP OF FIELD L-,V-G ROOT CROWN TO TRL&K BA_ 5E CF FPST FROND STEM A T T�E f/ 2) ALL PALM ME-ES tO'AND SHCRTE;;? 5kALL NAVE TOP OF ROOT CROWN BLR!ED r2' W5� T =5 BELOW r -.ED GRADE ALL PALM IRF_ 10' AND TALLER S1 -WALL PAVE TOP QCOT CROWN ELPED 2XIFELOW FF\9sPr:0 G2ADF_ PLANT TABLETS t PREPARED BACK FILL MIX PER 'A TIONS PER - SPECIFIC NOTE 2 OF THIS SHEET 4"PIGH WATP RETENTION TPANSITIOINAL ZONE EBASIN, FOPM W1 NATIVE SOL OF UNCOMPACTED FROM PLANT PIT EXCA VA TION UNAMENDED SOIL BASIN PIM SPALL BE RAKED FAIISH GRADE OUT PI DIOR TO INSTALLATION , 0 �J 4' O TREE POO TBALL CROWN LIJ U- 5t-"LL BE FLACED ACCOR 0livG TO NOTES ABOVE (PLANT WGP IF )EQ'D TO ALLOW FOP WATERING E SETTLING) . �� III ����I ►��I,����N�i�a ROOTBALL + 8' PALM THE PLANTING "RENCHING (,C)NCQETE CURET WALr1-1- OP FACE OF -5TQUCTUPE FINISH Gk', 2* J_ ---- ---- TO SPE / C/F/C, TION,5 FOP '-L AND CO/\4PACTI0N EIVIENT, S -\DE NON-PPE5SUPE LAI -EP AL LINE PIPING PRES5UPE /VIA- INI-fNE- PIPING CONTROL WIRES - TAPE AND BUNDLE EVEPr 10 FEET, - O A/N LINE. INSTALL ADJACENT 'TO A/1 PROVIDE 2" CLEAN E3/-\CKF-LL POT -tad P-OPRAYHEAV I:), P7UP PRA Y' HEAD IN STALL _'ABOVE 0,ADE UN TIL P LANTS ARE ESTABLISHED PVC SCHEDULE 80 NIPPLE DOUBLE SWING JOINT ASSEMBLY PVC LATEPAL LINE TRIES ELECTRIC VE W1 UNION -"-PVC LATERAL LINE N I Ml I I PVC MALE ADAPTER 900PVC ELBOW UVPIPVC BPOWNLINE ELBOW PVC MAIN LINE ADAPT AS REQUIRED NOTES.- INSTALL TP-PUST BLOCKS AS REQUIRED BY CODES. INSTALL PER LOCAL GOVEPNI.NG CODES. ANTI-51PHON VALVE -I I . NOTE& INSTALL TWRUST BLOCKS AS REQUIRED 13'r CODES. e INSTALL PER LOCAL GOVERNING CODES, --j..ANGLE VAL.VC tic JE NIPPLE INLINE ELBOW FINISH GQADE SAL LINE ADAPTER 3ROVVNLINE NIPPLE -BOW LINE ADAPT AS (?EOUI(ZED TORO FLO - PRO SERIES ATMOSPHERIC VACUUM BREAKER W1 UNION UVRIPVC 0;?OWNLINEE NIPPLE UVQ1PVC BPOWNLINE ELBOW cv FINS 4 GRADE -4 - (�r - -ii PVC LATERAL LINE 7 PVC N44LE ADAPTEA? =UVPIPVC BP2OWI\J NIPPLE 90'PVC ELBOW PVC MAIN LINE ADA PT IS PEQUI,2ED NOTES, v INSTALL 7 f­7K)UST BLOCKS AS P1EQLJ1k'ED BY CODES, R I -ALL FE9? LOCAL GOVEQN)"qG CODE NS T A -r- V.A(_'UUhrl -DREAKEK7 c-51-40JE3 SPF� F11\,IISIL I G1, 6 HRU0 OPRAY HEAL) -PUCTUPE, ?-FACE OF S1 FENCE, OR WALL. SrHEDULE 80 RISC COUPLING SCHEDULE 80 NIPPLE UBLE SWING JOINT SEA/1BL Y LATEQAL LINE C C " Lt -C 5ALL YALYE =30X QADE (INSTALL : FINISH GRADE) VALVE BOX W1 COVER, By INTINfDNTAL PLASTIC CTUQNG COMPANY OR NO, 5-95-15 GREEN W/ v1ARKE0 WATER kL VE 3LOCKING (REDWOOD) RE MAINLINE ED MALE ADAPTER FOOT PEA GRAVEL 5ECLjl2E TO WIALL W1 LAG OR WOOD SCREWS r X a• REDWOOD E31OCKNG JUNCTION BOX -\1 120 VOLT ELEC7-9?IC CONDL6T AND SERVICE S1 -LECTWiCAL CONI'WACTC;R FINAL HOOK UP 37' A(?Q)G1kT)Ot\f CONTWACTOP KEY LOCK AUTOMATIC CONTROLLER _REE 5T/1,K11',1r0 LING WIND )L-qT TO CONCEAL 'AGE V11,2ING POSED ABOVE GRADE 16' V.I.T. TWIST BRACE FLANGES NAILED TO STAI4ES (02 APPPOVED EQUAL 12'-0* LODGE ROLE STAKES (2) W1 GPEEN PERSEk-'VATIVE STAIN, PLACE ON WINDWARD SIDE OF- TREE. Q00T BALL - 5 TAKE SHALL CLEAR ROCX3ALL 54Y A MINIMUM OF 2' NOTE, REFEQ TO DETAIL 'A' DDS St -IEET FO, E? PVT ENT FVT PECIJI.2ENIE S, PP_ OVIDE A 2' DEEP BASIN APOUND FOOTBALL BELOW FINI SH G PADE TREES LOCATED 11\1 TURF: AREAS DO NOT REGUIRE SUCH BASINS. 1VHEN PLANTED, TOP OF ?OOrBALL TO BE FLUSH VITH FINISH GQADE. z:INISW GRADE I L N41Y 3AG<FIL FOOTBALL 'L ANT TABLETS (;ZIEFE-2 TO SPECIFICATIONS) TREE 15HRU13 PLANTING TAJ\4PED, PREPARED, BACKFILL MIX 0 _3 `F Lu co LLJ 0 >< < 0 co LIJ < v < Q L0 0 < _iC _iC LI_ )f- (3) w 66 t Lu < KU� CHECKEM J C7, 5 A-r -E OCAL-E norle 14091 _54 v 1"YJ r11 0 F •4 f - �v^- �•- �, .- ...z;.�.airo:rn�+:+::s3e�a'�.r IRIZ16ATION OPECIFICATIONO COP OF WORD A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CON515T OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, APPLIANCES, TESTS, PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM, AS SHOWN ON DRAWINGS. 5. IT 15 THE INTENT OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM COMPLETE AND OPERABLE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION FOR FULL COVERAGE. MATERIALO AS PER IRRIGATION LEGEND SHOWN ON DRAWINGS. VERIFICATION A. 5EFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL PIMEN51ONS AND SHALL REPORT ANY VARIATIONS TO THE 5UILPER / DEVELOPER'5 AUTHORIZED REPRESENTATIVE. 5. THE CONTRACTOR SHALL VERIFY AND 5E FAMILIAR WITH THE LOCATION, SIZE, PRE55URE AND DETAIL OF 5TU13OUT5 PROVIDED AS THE SOURCE OF WATER SUPPLY TO THE SPRINKLER SYSTEM AS SHOWN ON PLANS. C. THE CONTRACTOR FINDING ANY DISCREPANCIES ON THE DRAWINGS DURING BIDDING AND / OR PRIOR TO PROCEEDING WITH ANY WORK, SHALL NOTIFY THE L3UILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE OF SUCH 0I5C'REPANCY(S), OTHERWISE THE CONTRACTOR MUST A550ME FULL RE5PON5151LITY FOR ANY AND ALL NECESSARY REVISIONS. P. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL 5E CARRIED OUT BY THE SPRINKLER CONTRACTOR. RECORV LPRAW1N66 A. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE 'AS 5U1LT' DRAWING ON (2) 24" X 36" MYLAKS AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO OE DELIVERED ON OR BEFORE FINAL INSPECTION. TRENCHING A. TRENCHES FOR PLA57-IC PIPE ,SHALL PROVIDE A MINIMUM EARTH COVER OF 15" ABOVE THE TOP OF THE PIPE FOR ALL 'MAIN LINE' AND 12" MINIMUM OVER ALL 'LATERAL LINES'. PRESSURE TEOTING A. ALL MAIN LINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 150 P. 5. 1. FOR A PERIOD OF THREE (3) HOURS. ANY LEAKS FOUND SHALL OE CORRECTED 5Y REMOVING THE LEAKING PIPE OF FIMN65 AND INSTALL NEW MATERIAL IN PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED FOR A PERIOD OF THREE (3) HOURS AT THE DESIGN PRE65URE OF THE SYSTEM. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO 5E COVERED OR ENCLOSED UNTIL IT HAS OEEN INSPECTED, TESTED AND APPROVED BY THE OUILPER / PEVELOPER'S AUTHORIZED REPRESENTATIVE. COVERAGE TEST A. WHEN THE SPRINKLER SYSTEM 15 COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS, COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. OUICK COUPLE A.' THE CONTRACTOR SHALL INSTALL QUICK COUPLERS AT 150 FEET ON CENTER THROUGHOUT THE ENTIRE PROJECT OR AG INDICATED ON DRAWINGS. CONTROLLER A. CONTROLLER LOCATIONS SHALL BE AS NOTED ON PRAWINC75 OR AS LOCATED 5Y 130ILPi~R5 / PEVELOPEK'S AUTHORIZED REPRESENTATIVE. 5. 120 VOLT SERVICE AND HOOKUP TO CONTROLLER SHALL OE OY BUILDER f DEVELOPER. IT 15 THE 9ESPON5151LIT)" OF CONTRACTOR TO NOTIFY THE PROJECT SUPERINTENDENT WHEN THE CONTROLLER 15 READY FOR 920 VOLT HOOK -UP. 4 Y 0 LOW VOLTAGE CONTROL NIKE A. ALL COMMON GROUND WIRE SHALL 5E WHITE. B. WHERE SEVERAL VALVES ARE MANIFOLDED, DIFFERENT COLOR WIRES SHALL 5E USED ON P051TIVE WIRE FOR EACH VALVE. C. FOR WIRE SIZE REFER TO THE MANUFACTURERS CHART. D. NO WIRES ARE TO 5E SPLICED 5ETWEEN VALVE AND CONTROLLER EXCEPT AT VALVE LOCATION. E. ALL VALVE HOOK -UP SHALL 5E WITH RAIN S1RD'PEN -TITE' WIRE CONNECTORS OR 3M 5COTCHLOK 5500 SERIES. 1TE VERIFICATION A. THE CONTRACTOR SHALL VERIFY THE CORRECTNESS OF ALL FINISH GRADES WITHIN THE WORK AREA IN ORDER TO INSURE THE PROPER 501L COVERAGE (AS SPECIFIED) OF THE SPRINKLER SYSTEM PIPE. NOTE: A. THE CONTRACTOR SHALL KEEP THE PREM15EO CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND R013515H INCIDENTAL TO WORK OF THIS SECTION. GUARANTEE A. THE ENTIRE SPRINKLER 5Y5TEM SHALL 5E GUARANTEED OY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING SETTLING OF 13ACKFILLEP AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. GENERAL RIGATION NOT EO: 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLER TO 5E PROVIDED 5Y ELECTRICAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL BE REOPON515LE FOR MAKING HOOK -UP FROM OUTLET TO CONTROLLER. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES TO 5E COPPER OF #14 DIRECT BURIAL. USE 5LACK FOR PILOT- WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE P05515LE. PROVIDE MINIMUM 15" COVER. USE #14 AWG FOR CONTROL. #12 AWG FOR COMMON. PROVIDE MINIMUM 10" COVER OVER ALL PKE5609E MAIN LINE PIPING AND 12" OVER ALL NON - PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREA TO 5E INSTALLED IN SLEEVES. ALL SLEEVES TO 5E PVC 1120 SCHEDULE 40 PLASTIC PIPE INSTALLED PRIOR TO HARDSCAPE CONSTRUCTION. • FINAL LOCATION OF AUTOMATIC CONTROLLER TO 5E DETERMINED OY THE OWNER'S AUTHORIZED REPRESENTATIVE AND / OR LANDSCAPE ARCHITECT. • THIS DESIGN 15 DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS 15 FOR DESIGN CLARIFICATION ONLY ANP 15 TO SE INSTALLED WITHIN PLANTED AREAS WHENEVER P05515LE. • THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEAPS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES, AND BUILPING5 AS MUCH AS P055113LE. TH15 SHALL INCLUDE SELECTING THE BE5T DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS. • DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT 15 013VIOU5 IN THE FIELD THAT UNKNOWN 0135TRUCTION5 OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL 13E DROUGHT TO THE ATTENTION ON THE OWNER'S AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR MUST A550ME w FULL RE5PON5113ILITY FOR ANY AND ALL NECE55ARY REVISIONS. a INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS. t • SYSTEM DESIGN 15 BASED ON MINIMUM OPERATING PRE55URE SHOWN AT EACH POINT OF CONNECTION. MAXIMUM G. P. M. DEMAND SPECIFIED, THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRE55URE5 ON 51TE PRIOR TO START OF CONSTRUCTION, PLANTING OPECIFICATIONO, SCOPE OF WORK A. TH15 WORK SHALL CONSIST OF PERFORMING, CLEARING AND GRUBOING, 501L PREPARATION, FINISH GRADING, PLANTING AND DRAINAGE INCLUDING FURNISHING ALL LA50R, MATERIALS, TOOLS, EQUIPMENT, AND OTHER APPURTENANCES NECE55ARY FOR THE COMPLETION OF TH16 PROJECT MATERIAL.5 A. GENERAL - ALL MATERIALS SHALL 5E 5E5T OF ITS KIND AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREAS 15 COMPLETE AND APPROVED. 5. PLANTS - ALL PLANTS SHALL 5E HEALTHY, OF NORMAL GROWTH, WELL ROOTED FREE FROM DISEASES AND INSECTS. QUALITY AND 51ZE OF PLANT MATERIAL SHALL CONFORM TO THE STATE OF CALIFORNIA GRADING CODE OF NURSERY STOCK AND OE OF NUMBER ONE GRADE. C. VARIETIES AND 51ZES OF PLANTS SHALL 5E AS SHOWN ON DRAWINGS. FERTILIZER ANO 501L CONVITIONER5 A. REDWOOD SHAVINGS - SHALL 13E NITROGEN STA131LIZEP REDWOOD SHAVINGS (0.5% NITROGEN, DRY 5A5E). 5. ORGANIC FERTILIZER - SHALL 5E PROCESSED SEWER SLUDGE WITH MINIMUM CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID, EQUAL TO WITROHUMUS'. C. TOP PRE55ING - SHALL 5E `FOREST HUMUS'. D. ORGANIC FERTILIZER AND 501L CONDITIONER - SHALL 5E 'GRO- POWER`, ORGANIC MADE MATERIALS COMPRISED OF DECOMPOSED ANIMAL, VEGETABLE MATTER AND COMPOSED TO SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY, ANIMAL OF HUMAN WASTE. GUARANTEED ANALYSIS (5 -3 -1) NITROGEN 5 %, PHOSPHATE 3 %, POTASH 1. %, 50% HUMUS AND 15% HUMIC ACIDS. AVAILABLE THROUGH: SOUTHERN CALIFORNIA ORGANIC FERTILIZER CO., EL MONTE, CALIFORNIA, (714) 750 -3550. GENERAL WORK PROCEPURE5 A. LANDSCAPE WORK SHALL 5E ACCORDING TO THE WORKMANLIKE STANDARDS E5TAOL15HED FOR LANDSCAPE CONSTRUCTION AND PLANTING. EEI)INO A. 5EFORE AND DURING PRELIMINARY GRADING AND FIN15H GRADING, ALL WEEDS AND GRA56ES SHALL 5E DUG OUT BY THE ROOTS AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. ,501L CONVITIONING A. CULTIVATE ALL AREAS TO 13E PLANTED TO A DEPTH OF 0 ". ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL 5E DISPOSED OF AT THE CONTRACTOR'S EXPENSE. SPREAD EVENLY IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4" WITH THE FOLLOWING PER 1,000 SQUARE FEET: 4 CU51C YARDS OF NITROLIZEP REDWOOD BHAVING5 150 POUNDS 'GRO- POWER' 100 POUNDS AGRICULTURAL GYPSUM 20 POUN05 'AGRIFORM' (ALL PURPOSE TURF MIX) 21 -5 -5 PLANTING A. PLANTING PITS SHALL 5E PUG WITH LEVEL 5OTTOM5, WITH WIDTH TWICE THE DIAMETER OF ROOTI3ALL AND 6" PEEPER THAN THE LENGTH OF RQOTOALL. EACH PLANT PIT SHALL BE 5ACKFILLEP WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: 2 PARTS NITROLIZED REDWOOP SHAVINGS 1 PART'NITROHUMUS' 5 PARTS EXCAVATEP 501L 21 GRAM 'AGRIFORM' PLANTING TA13LET5 AS FOLLOWS: 1 TABLET PER 1 GALLON 51ZE PLANT 2 TA5LET5 PER 5 GALLON 51ZE PLANT 3 TABLETS PER 15 GALLON 51ZE PLANT LARGER PLANTS ONE (1) TABLET" PER 112" DIAMETER OF TRUNK CALIPER. O. PREPARED SOIL SHALL 5E TAMPED FIRMLY AT BOTTOM OF PIT. FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND INSERT PLANT TA13LE175. COMPLETE BACK FILLING AND WATER THOROUGHLY. C. ALL PLANTS SHALL 13E 5ET 50 THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE 5EFORE BEING TRANSPLANTED. D. IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE- FROM WIND (LODGE POLE STAKES LENGTH AS REQUIREP). FASTEN TREE TO UPPER END OF 57-AKE IN AT LEAST TWO (2) PLACES USING H05E TYPE TIE5. E. PREPARE RAI5E0 EARTH 13A51N AS WIPE AS PLANTING HOLE OF EACH PLANT. F. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL 5E APPLIED TO EACH TREE AND 5HRU5, IN SUCH MANNER A5 NOT TO 015TU?b OACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY 5ATURATEP. G, faF.FOKE GROUND COVER PLANTING, REMOVE E'APTH bERiM TO FIN" h GRAVE AND 1315POSr OF E'nCE55 SOIL. OIL OUITAL31LITY REPORT A. THE AFOREMENTIONED AMENDMENTO ARE FOR 13IDDINCY PURP05EO OILY. THE LANDSCAPE CONTRACTOR SHALL PROVIDE AN AGRICULTURAL OUITAOILITY 60IL6 REPORT OPECIFI°'ING THE 60IL AMENDMEINTa AND 6AID REPORT SHALL 'TAKE ,PRECEDENCE. GROU 1P COVER A. ALL GROUND COVER AREAS SHALL RECEIVE A 114" LAYER OF 'NITROHUMUS' RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING GROUND COVER. O. SPACING AND VARIETY OF GROUND COVER SHALL OE AS SHOWN ON DRAWINGS. C. IMMEDIATELY AFTER PLANTING GROUND COVER, CONTRACTOR SHALL THOROUGHLY WATER GROUND COVER. D. ALL GROUND COVER AREAS SHALL OE TREATED WITH A PRE- EMERGENT BEFORE FINAL LANDSCAPE INSPECTION, GROUND COVER AREAS SHALL 5E WEEDED PRIOR TO APPLYING PRE - EMERGENT PRE- EMERGENT TO 5E APPLIED AS PER MANUFACTURER'S RECOMMENDATIONS. FIN15H GRAVING A. ALL AREAS WILL 5E RECEIVED 5Y THE CONTRACTOR AT 5U55TANTIALLY PLUS / MINUS. 1 FOOT OF FIN15H GRADE. 5. ALL LAWN AND PLANTING AREAS SHALL 5E GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO A5RUPT CHANGE OF SURFACE. 501L AREAS ADJACENT TO THE OUILDING5 SHALL SLOPE AWAY FROM THE BUILDING. - C. ALL PLANTING AREAS SHALL OE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. GUARANTEE A. THE CONTRACTOR SHALL GUARANTEE ALL 15 GALLON 51ZE PLANTS AND LARGER FOR A PERIOD OF ONE (1) YEAR. 5. THE CONTRACTOR SHALL GUARANTEE ALL OTHER MATERIAL FOR A PERIOD OF NINETY (90) DAYS. MAINTENANCE A. THE CONTRACTOR SHALL SUBMIT A 5119 FOR A NINETY (50) DAY MAINTENANCE PERIOD. 13. MAINTENANCE PERIOD SHALL COMMENCE UPON THE CITY'S AND LAN05CAPE ARCHITECT'5 WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND AFTER FINAL INSPECTION. C. MAINTENANCE PROCEDURES - THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, CLEAN -UP, AND AS FOLLOWS. ® APPROXIMATELY 50 DAY5 AFTER INITIAL PLANTING, APPLY 25 LOS. OF ORO -POWER PER 1,000 50. FT, AND IRRIGATE THOROUGHLY. THE SECOND APPLICATION USING THE ABOVE PRODUCT AT THE SAME RATE SHALL BE APPLIED IN ANOTHER 60 DAYS OR JUST 5EFORE THE MAINTENANCE PERIOD ENDS. m CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEMS IN A LIKE - NEW OPERATING CONDITION, ADJUSTING HEAD HEIGHTS, THROW AND SPRAY ARCS AS NECESSARY. THE CONTRACTOR 15 REOPON30LE FOR PROPER WATERING OF ALL PLANT AREA5, AND SHALL REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER MOISTURE. D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PLANTING AREAS. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS OF WEEPS MANUALLY OR OY AN APPROVED HERBICIDE PROGRAM. E. THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND PEBR15 FROM THE SITE AND SHALL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES. F. THE CONTRACTOR SHALL 5E REOPON5113LE FOR MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY DAMAGED AREAS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CLEAN-UP A. UPON THE COMPLETION OF ALL PLANTING WORK, AND UEFORE ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND PEORIO RESULTING FROM HIS WORK. ALL PAYED AREAS SHALL BE BROOM CLEANED ANP THE LEFT IN A NEAT AND ACCEPTA13LE CONDITION AS APPROVED OY THE BUILDER / DEVELOPER'S AUTHORIZED REPRESENTATIVE. GENERAL L.ANPO APE NOTES: THE LANDSCAPE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO 5UOMITTING H15 5119 AND PRIOR TO STARTING CONSTRUCTION. THE LANDSCAPE CONTRACTOR SHALL 5E RE5PON615LE FOR LOCATING ANY STAKING, ALL SEWER, UTILITY AND WATER MAIN LINES PRIOR TO PLANTING. THE LAND5CAPE CONTRACTOR SHALL INSTALL ALL PLAINT MATERIAL IN ACCORDANCE WITH THE DETAILS, PPAWING5 AINO SPECIFICATION. V THE LANDSCAPE CONTRACTC);: SHALL VERIFY 51ZE1 AND QUANTITIES OY THE PLAN CHECK: P,ROCE55. ALL SI ItiCI1Ic1�15: (? "BCJ AI'D LAN, Gi trt), SHALL OF OELECTI~D IN THE FIELD OY THE LANDSCAPE ARCHITECT. FINAL LOC<AT,'ON5 ON OITE SHALL 13E APPROVED OY '1I1c LAN195CAPE ARCHITECT PRIOK TO PLANTING. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY OE REQUIRED TO 5E PLANTED PRIOR TO HARDSCAPE CONSTRUCTION, REMOVE STAKES AND TRELLISES FROM ALL VINES AND SECURE TO WALLS, FENCES AND COLUMNS WITH PLASTIC TABS AND TIES, ,"MASONRY NAILS OR AN APPROVED EQUAL. ALL SHRU5 PLANTING AREAS SHALL RECEIVE GROUND COVER AS INVICATE V ON THE PLANTIN& PLAN. AI-L &KOUN0 COY'i~k SHALL EXTEND BENEATH ALL TREES AND SHRU55 AND SPACED IN TRIANGULAR PATTERN FROM FLATS AT THE SPECIFIED DISTANCE ON CENTER AS INDICATED ON THE PLANTING PLAN. 501LO'REPORT NOTE.- THE LANDSCAPE CONTRACTOR 16 REOPON0113LIv FOR 00TA'ININo 'A HORTICULTURAL. 5OIL0 REPORT AND MAKING ANY NECIOOARY ADDITIONS OR CHANGES TO OPFCIFIE`D SOIL AMEN9,MFN'ro,PER THF; DIRECTION OF,THE 00WO ,DEPORT. THE 5OIL6 R1W PORT` OHALL TAKE PRECEDENCE AND OUPERCE'Plr SPECIFIED AMEINOMIENTO INDICATED IN THE OPECIFIC'ATIONO. 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