The URL can be used to link to this page

MUP 2006-773.to 2p06 of La Quinta unity Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY % 73 Case No. M U P C� rl'73 Date Recvd. 3 ,201 O� Fee: s%5 -0d Related Apps.: Logged in by: ej For An Event of More Than 2,000 People, include Waste Reduction Info APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT W I 1+iO, vr, r j P e r jPrint)[,� t r7 / �7 ADDRESS MlJ JV `T Phone No. / l7 (I - I MAILING D 73 CITY, STATE, ZIP: 1�a I&n ?a [� Fax No. V - 771 - q PROPERTY OWNE MAILING ADDRE CITY, STATE, ZIP: PROJECT LOCATION: -6 L111Lp6r ti W14 -t P {R�OPOD USE AND/OR CONSTRUCTION (Including operational information): c�� .�1A A Ziac � e -d ecI S; LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): A18\Minor Use Permit "SUBMISSION REQUIREMENTS: ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 11" sheet or folded down to 8%2" x 11 ". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT Q VO I- j1pi (Please Print) SIGNATURE OF APPLICANT DATE W 11 NAME OF PROPERTY OWNEK ' 11151jed I- vl r` (Please Print) SIGNATURE OF PROPERTYOWN ( 'j IF NOT SAME AS APPLICANT: DATE 1 b (Signature provides consent f pplicant to u or proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A1Minor Use Permit WE 10- iA` F M P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 March 24, 2006 Mr. William Fuller PO Box 5040 La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-773 57-360 PENINSULA LANE Dear Mr. Fuller: (760) 777-7000 FAX (760) 777-7101 Your request for approval of Minor Use Permit 2006-773, allowing the construction of a casita/guesthouse at 57-360 Peninsula Lane in La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the owner in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copy is received by the Community Development Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Veryltruly yo JAY WU U Assistant Planner Attachments c. Building and Safety Department RECORDING REQUESTED BY: Fuller Family Limited Partnership WHEN RECORDED PLEASE MAIL TO: Mr. William Fuller PO Box 5040 La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 57-360 PENINSULA LANE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 24th day of March by Fuller Family Limited Trust, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 3, TR 28522, APN: 762-150-003, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2006-773); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta, a Municipal Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Dougf�s R—Evans Community Development Director City of La Quinta Printed Name of all owner(s) Attc—; Date STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LA QUINTA ) On April 3, 2006 , before me, Regenia Hensley, Notary Public, personally appeared LES JOHNSON personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. ,v WITNESS my hand and official seal R IA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 (Seal) REGENIA HENSLEY Commission # 1521423 •i Notary Public - California Riverside County My Comm. E)tes Oct 23, 2008 0 THE FULLER COMPANIES Minor Use Permit For address: 57-360 Peninsula Ln. La Quinta, California 92253 Contents (All reduced 50%): (2) Precise Grading Plans (2) Floor Plans (2) Sets of Elevations Any questions, please contact Will Fuller. (760) 989-1882. 12'-d' 3'-0 T-4. I I'-61!. 4'-T 1 4'-5' I. 3'-6' 9'-0' I 3'-6' 1 o' -O' PATIO 1\ 3'-6' 5'-5' 5' 1\N CCA.OUSTiCfi1 AIR \ \ r g v3V Cz 1 1 54 4 I OAS _54 1.54 7- W \\ 3 p ! 25 23 34 i7. 25 6 4 ROOM9 ' I ..,2._4• 2'-6' ' 2•-5 1"-8' 'B' `' 1 D NOOK � 6 pqCS.G p_-O•�C7LG 4'-T 0'-0' 4'-10• 2' -IO' 6'2' 2'-4' 0 -8 I -O' 5• Y066 F-- CONIC. G O ATTIC r I -- 10'a' d_'G i6 I i W Q I! N -PANT 3 �� =4 1 p 2T rt! N I-- 44 19DINI' 1 v I I✓/\ I r \ ROOM I' \ - rc t 12'-0' CL'G - 1 I KIT ' � a -'- '7.•-6• 7.._0. !6.3--6- 4•-4• -4, 4'-6' fi{fi I I j 4•_4• 8.a. -,o--o CWT j 121 25�CSk1T. U -FEW 0- EI� Q VO `o m I v � aa9s `� �4 oe9a li Q I � i � I • 4 !' I 8'-4' 4Sf 2•-6• 1 Oil G 0 xr 00 �y fill PI I Fy. 30 �. Pty. 1 ! 3.-ir 4.a. 4'1 �i 3'-u' ._ IU 6'-- L� \ 18 DNC. STOOj- • 2 \' Z - p 51 p IpO COVERED � ,\ \; ;A'-0• a 'G I \I =OI I2CA1 ST71�CO H j ='. �J 4X RA.FTER CL'G. 5'ti0' 14'-6' �H 8•-a �"Y2� \.{ VISI. T-6' � I O, ?'-3- 3, g { I 9. 2040 FG. , 1 127 28'56 aSNtr. r ni .s 2 i -_ BA I 02� 1, 46 I e CL. G Iti wJ # ii s3110 II �u " K'- R1.90M 2 Q ATTIC AOCv-SS r\ .,%o '( 8 -O' 141 - T t\ I /�Ila 7 1 v mlr-T 101-0' CL'G 26 1 C G1 ----� 0 0 -----�t- --- - - - -- � o a a G� I � cT I 'r:� „�'r .: .�:; •-E�..�.-:s; -: ,..:aK- a .. r.. n_ r _:.a...:.-�, AR54 Q i 55 i I � \ `O ,'G '�' ! v 3 7 � 3'"6• 5 4 � I ��i � � 17 �' K KI s T?� .YL Ls --N -7-77 -J_I16b0 I "iv i 27 1 -,\D\�'\\` ^l0. OS-• nE'-6P' _G ( IVsn -\'s-'K; Y - .a_ ( tt`"s H -U_- __ _ _ '-_ -_ �-a -i \\\I �\��`T•a\\ppp• !rl 6\a 1- 6 (J \\ iS`' I-� -'\ Y .Qniii - I5 c ? s llSERVICE X\- ' II ' - - ryiP21'G- b' EE 5'-0' 2-6- 5'-0' 3'-6 ) 9•-0• CL'G 0'-O• CL'GJ'13 z W-6 9'-0 MASTER �2+42 ' 2•-O• CL'G 4 <O N - w _-_-- f'p 1 illi, - 27 �# �� w l -%Yc-I -�C !:: _ --------j•. it 4i✓�fAT4 ` +9 d� 32) 11 144 �t u a 'O�G \\� g I la ;. ss Lr.AJv�� oorf�s CLO .a � 1 <�. I. � � �; ,�`�, I �� FORcaV�rT�v 1 a \ ;V \.' `P` ICI F ��P•V�ry�y g � r� v i 2056 I tr al V?' �! 4 \ \F�\\ h �� (', I Vfil Ld'b11is•V IV! al b -: CaNTT - # I \\\\I\ �� 26 5 I at I i0' -O. O .�. ?. Dl PM VIC 3,• r moi' I �� 7 --=� i, ('Co - 1• -6' 61, . 31-0' 0 \\ 2C1 n (? T - \J a. , w �' -----�---- -'�-__----. _-- - - --_._ �- "� � � � 20 r ( f °, I ,e�., .air-. � .�....a:.�_ �,.u_--= :..�,...,r.>.aau;�._,:s:�-_;.. w�.er✓:a::,W< ;�;r_,_,1> 1 4 1620 I=CI. S 4 .� �_ "s i26rs 14•X;8. + , I 12) _8% OS:IT. .54�2Od0 CS,i77. 3-204, ' OVrT..'riAD ;i IM CD L 54 O CSMT. (2) 2_56 (. T. Cf C,'rnVFTA�TT I i 4a j 3 ravr zs.b 3'-<y saJr� -< (�` 5 3 b 9' 4 y_._ 5'H' - I 2'HO' 3''4' I S' -0'3_a' 7'a, 1 ( P 7'-fj' �# GQ 57^..,Cr� - 3'-6' b'-6' 3 6 1'-6 1 13•-0' ! 9'-10' 6-r 6 44.6 3'-6' 24.-6. --r- --- -- r-- r r - --- --- ---- -- - - -!-- - -- --. --- ---- - - --- ' -- - --- ----- -f - - ----- - --- - - - - -- c'a' 78'a' I LIST OF A88R A CNS: i IW.54i I i f\ I \ \ i i li SUDER OR SLIDING F.G. FIXED GLASS CPT. OPTIONAL ELEV. ELEVATION CL'G CVLING F.M.0 FLOOR MATERIAL CHANGE FR.DR, I N/ YOUTH WARD. ti\1 S & P SHELF & POLE Y066 F-- CONIC. G O ATTIC r I -- 10'a' d_'G i6 I i W Q I! N -PANT 3 �� =4 1 p 2T rt! N I-- 44 19DINI' 1 v I I✓/\ I r \ ROOM I' \ - rc t 12'-0' CL'G - 1 I KIT ' � a -'- '7.•-6• 7.._0. !6.3--6- 4•-4• -4, 4'-6' fi{fi I I j 4•_4• 8.a. -,o--o CWT j 121 25�CSk1T. U -FEW 0- EI� Q VO `o m I v � aa9s `� �4 oe9a li Q I � i � I • 4 !' I 8'-4' 4Sf 2•-6• 1 Oil G 0 xr 00 �y fill PI I Fy. 30 �. Pty. 1 ! 3.-ir 4.a. 4'1 �i 3'-u' ._ IU 6'-- L� \ 18 DNC. STOOj- • 2 \' Z - p 51 p IpO COVERED � ,\ \; ;A'-0• a 'G I \I =OI I2CA1 ST71�CO H j ='. �J 4X RA.FTER CL'G. 5'ti0' 14'-6' �H 8•-a �"Y2� \.{ VISI. T-6' � I O, ?'-3- 3, g { I 9. 2040 FG. , 1 127 28'56 aSNtr. r ni .s 2 i -_ BA I 02� 1, 46 I e CL. G Iti wJ # ii s3110 II �u " K'- R1.90M 2 Q ATTIC AOCv-SS r\ .,%o '( 8 -O' 141 - T t\ I /�Ila 7 1 v mlr-T 101-0' CL'G 26 1 C G1 ----� 0 0 -----�t- --- - - - -- � o a a G� I � cT I 'r:� „�'r .: .�:; •-E�..�.-:s; -: ,..:aK- a .. r.. n_ r _:.a...:.-�, AR54 Q i 55 i I � \ `O ,'G '�' ! v 3 7 � 3'"6• 5 4 � I ��i � � 17 �' K KI s T?� .YL Ls --N -7-77 -J_I16b0 I "iv i 27 1 -,\D\�'\\` ^l0. OS-• nE'-6P' _G ( IVsn -\'s-'K; Y - .a_ ( tt`"s H -U_- __ _ _ '-_ -_ �-a -i \\\I �\��`T•a\\ppp• !rl 6\a 1- 6 (J \\ iS`' I-� -'\ Y .Qniii - I5 c ? s llSERVICE X\- ' II ' - - ryiP21'G- b' EE 5'-0' 2-6- 5'-0' 3'-6 ) 9•-0• CL'G 0'-O• CL'GJ'13 z W-6 9'-0 MASTER �2+42 ' 2•-O• CL'G 4 <O N - w _-_-- f'p 1 illi, - 27 �# �� w l -%Yc-I -�C !:: _ --------j•. it 4i✓�fAT4 ` +9 d� 32) 11 144 �t u a 'O�G \\� g I la ;. ss Lr.AJv�� oorf�s CLO .a � 1 <�. I. � � �; ,�`�, I �� FORcaV�rT�v 1 a \ ;V \.' `P` ICI F ��P•V�ry�y g � r� v i 2056 I tr al V?' �! 4 \ \F�\\ h �� (', I Vfil Ld'b11is•V IV! al b -: CaNTT - # I \\\\I\ �� 26 5 I at I i0' -O. O .�. ?. Dl PM VIC 3,• r moi' I �� 7 --=� i, ('Co - 1• -6' 61, . 31-0' 0 \\ 2C1 n (? T - \J a. , w �' -----�---- -'�-__----. _-- - - --_._ �- "� � � � 20 r ( f °, I ,e�., .air-. � .�....a:.�_ �,.u_--= :..�,...,r.>.aau;�._,:s:�-_;.. w�.er✓:a::,W< ;�;r_,_,1> 1 4 1620 I=CI. S 4 .� �_ "s i26rs 14•X;8. + , I 12) _8% OS:IT. .54�2Od0 CS,i77. 3-204, ' OVrT..'riAD ;i IM CD L 54 O CSMT. (2) 2_56 (. T. Cf C,'rnVFTA�TT I i 4a j 3 ravr zs.b 3'-<y saJr� -< (�` 5 3 b 9' 4 y_._ 5'H' - I 2'HO' 3''4' I S' -0'3_a' 7'a, 1 ( P 7'-fj' �# GQ 57^..,Cr� - 3'-6' b'-6' 3 6 1'-6 1 13•-0' ! 9'-10' 6-r 6 44.6 3'-6' 24.-6. --r- --- -- r-- r r - --- --- ---- -- - - -!-- - -- --. --- ---- - - --- ' -- - --- ----- -f - - ----- - --- - - - - -- c'a' 78'a' I LIST OF A88R A CNS: S.H. SINGLE HUNG SL. SUDER OR SLIDING F.G. FIXED GLASS CPT. OPTIONAL ELEV. ELEVATION CL'G CVLING F.M.0 FLOOR MATERIAL CHANGE FR.DR, FRENCH DOOR N/ YOUTH WARD. WARDROBE S & P SHELF & POLE FLOOR PLAN SCALE. T/4.. _ 1•-0,: PLAN NOTES I I -NA D1NOICATES FLOOR PLAN NOTES - SEE NUMISERS BELOW: p� ('� r�r d+T (+•7+. ALL MANUFACTURED EQUIPMENT SHALL 8E INSTALLED Ili C dA S EC d S AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITH INSTALLATION REQUIREMENTS. A BEIM DEC -i`! STLOO 1. 21. X 32'• DOUBLE KITCHEN SINK WITH ? ME AVE, WE 20 GARBAGE DISPOSAL 0371 2. BUILT-IN D+>HWASHER.(VERIFY DIMENSIONS SAWA NA H3WS, CA WITH MANUFACTURER'S SPECIFICATION). 92707-5651 3. PROVIDE 48" CLEAR REFRIGERATOR SPACE WITH 771/ 3d-2550 ROUGH PLUMBING FOR IG_ MAKER. FAX 434-4885 (RECESS IN WALL). 4. 61,I1 -T -IN 48" COOKTOP WITH HOOD. LIGHT AND FAV. VENT TO GUTSICE AIR. 5. DOUBLE OVEN SPACE (VERIFY DMENSiON WITH MANUFACPJR-ER'S SPECIFICATIONS). 6. PROVIDE 'HASTE AND WATER FCR 'WASHING MACHINE IN RECESSED WALL BOX. 7. PROVIDE DRIER VENT TO OUTSIDE AIR W/ BACKDRA.FT DAMPER. 8. WATER H:A7-R - FRONDE 18" HIGH MIN. WOOD FRAMED AND DRYWALL COVERED PLATFORM WITH P & T DISCHARGE LINE TO OUTSIDE. FROMDE SEISMIC STRAPS SEE DETAIL 9. ArTC F.A.U. PROVIDE LIGHT, SWITCH, FUEL GASSTUB-GUT, Atl0 ELECTRICAL OUTLET. PROVIDE UNOBSTRUCTED PASSAGEWAY 24' WIDE OF CONTINUOUS FLOORING FROM ACCESS TO EQUIPMENT AND ITS CCNTRG S. ALSO PROVIDE UNOBSTRUCTED WORK SPAT IN FRONT 0,- EQUIPMENT FEQUIPMENT 30" DEPTH MIN -REFER TO MECHANICAL DRAWINGS. 10 DUCT CHASE - PROVIDE NECESSARY DRAFT STOPS 11. GARAGE WALL, C,JUNG, AND SUPPORTING POSTS OR COLUMNS SHALL BE PROTECTED WITH 5/8' TYPE "X' DRYWALL. 12. 5" PLUMBING WA! 1S 2X6 SND HALL TYP. EXTERIOR WALL FRAMING. 14.BIDET. 15. DEAD BOLT INACTIVE DOOR AT TOP (INTERIOR). 15. DEAD 8017 INACTIVE DOOR AT TOP AND BOTTOM (EXTERIOR), 17. 1 3/8•' SOUL) CORE DOOR AIT'H AUTOMATIC ELF-CLOSNG CEMCE AND WEATHER STRIPPING TO BE TIGHT FITTING T8. 60' x 30' STEL TUB 87TH SHOWIER COMBO. -PROVIDE CERAMIC TILE WAINSCOT TO CEILING. VERIFY W/ INTERIOR DESIGNER.. OVER 2 COATS PORTLAND CEMENT PLASTER AND FE! i AT ADJACENT 'WALLS. PROVIDE CURTAIN ROD. 19 CERAMIC TILE SHOWER PAN WITH CERAMIC TILE WAINSCOT co CEILING OVER 2 COATS PORTLAND CEMENT PLASTER AND FELT AT ADJACENT WALLS, SEE PLAN FOR PAN SIZ. PRONDE SAFETY GA ->5 ENCLOSURE AS SHO'hN SHO'rtER HEAD AT 84' 2D, 0 60" X 42" STEL OVAL TUB MTH TILE WAINSCOT TO 8" MIN. ABOVE DECK AT ADJACENT WALLS-VFRIFY W/INTEMOR DESIGNER. T 27 WOOD FRAMED CERAMIC 111 SEAT OR SHELF 420 FROM FLOOR. 22. CENTER OF WATER CLOSET TO BE A MINIMUM OF IS' TO VERTICAL SURFACE OF SIDES. WATER CLOSET SHALL BE 'ULTRA LOW FUJSH'• TYPE WITH 1.6 GALLONS MIN. 23. METAL FIREPLACE BY'SUPERIOR' MODEL Jr5T-48. UL REPORT NO. MH8988 PROVIDE 20 MIN. HEARTH, FU'S! GAS AND LOOSE KEY LOG LGHTR. PROVIDE GLASS DOOR WT. 24 ORT-4ALL SHELF OVER 1/2" PLYWOOD - SEE FLOOR PLAN FOR HEIGHT. 25. TEMPERED GLASS 26 PROVIDE ALL NECESSARY BLOCKING FOR TOILET PAPER HOLOES AND TGWE_ BARS. 27. HATCHED AREA INDICATES DRYWALL SOFFIT AT 8--0' 28. HATCHED AREA INDICATES DRYWALL SOFFIT AT 9'-0 29. HpiCH� AREA INDfCATES ORYY.'A1 SGFIT AT 7/'-O'. 30. HATCHED AREA INDICATES DR'fNAL SOFFIT AT 1L)' 0. 31. DRYWALL ARCH - 8• 5' SPRING POINT TO 9'-0". _ 32. F.A.U. PROVIDE T8' HIGH 'HOOD FRAMED AND DRYWALL WRAPPED PLATFORM FROM HOUSE SAB ELEVATION. PROVIDE COMBUSTION AR. PROVIDE CONDENSATE LINE TO OUTSIDE OR AN APPROVED s DRAIN FOR AIR CONDMONING. E 33. BUILT-IN MICROWAVE. a 34. PROVIDE GLASS DOOR KIT AT FIREP+ACE. 35, HATCHED AREA INCICATES DRYWALI SHIT AT T-5". 3 35, OPTIONALTRASH ASH CC MP• „OTOS. _ 37 LAVATORY, P DISTAL Y. ' E OR 3'. UTILITY SINK. a 3-. METAL FIREPL ACE BY SUPERICiR -MCDEL ARD33GGA (UL REPORT NO. MH8988). PROVIDE 20' MINIMUM HEARTH, y A' -. FUc_ � > AND LOOSE KEY LOG ..RTES. 40. HATCHED AREA NDICATS DRYWALL SOrrHT AT 5'-5•'. 4l SNCCO POTSHEIf iW TH TERRA COTA TLE TCP n z:- EXTERIOR ELEVATION. 42. DRYWALL ARCH- :cc DETAIL. 43. PROVIDE IU UMINATED STREET NUMBERS VISIBLE AND L EGIBI E FROM THE STREET, 44. 74'X14' RECESSED SOAP DISH. BOTTOM AT 48". 45. 60"X42' STEEL TUB WITH TLE WAINSCOT TO 8' " ABOVE DECK AT ADJACENT WALLS. C 46 0WAVALL ARCH 3-4" SPRING POINT TO 8'-10. - 47 BAR SNK VERIFY DIMENSIONS 64TH MANUF. SPECS. a 48. UNDER CABINET REFRIGERATOR-F_RlFY DIM. VIII tEANUF. SPECS. � 3 49. DRYWALL SOFFIT- ALIGN WITH DOOR 54Ri1T TO RIGHT. _ 513DRYWALL SOFFIT- PROVIDE EQUAL REVEAL AROUND DOOR JAMBS AND HEAD. 5T. STUCCO SOFFIT 5,H -EXTERIOR ELEVATION. 52. STUCCO ARCH SEE EXTERIOR ELEVATION p ,3. BIDET. 2 r 4. 22' X 30' ATPC ACCESS. iu 5>. 55. EXCEPT FOR FIREPLACES THAT OPEN TO THE EXTERIOR OF THE S.f - BUILDING, THE HEARTH ALSO SHALL BE READILY DISTINGUISRASLE �} FROM THE SURROUNDING OR ADJACENT FLOGS. (CBC 3102.7.12). '✓ o TYPICAL NOTES: p. ALL HORIZONTAL CEILING DRYWALL' APPLIED TO TRUSSES SHALL BE 5/8' GYPSUM BOARD B. ALL OR EQUAL 51,83TITIONS MUST BE SUBMITTED TO, AND APPRGVEO BY TIE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE TTM. G AL AiR DUCTS PENETRATING OCCUPANCY SEPARATION F (HALL OR CEILING) BETWEEN GARAGE AND LIVING AREA a SHALL BE 26 GAUGE MINIMUM. (CBC 302.4, EX.3) D. PROVIDE P,T.D.F. SILL OR OTHER APPROVED E MATERIA_ AT FOUNDATION e E. PROVOE A MINIMUM 28 -GAUGE GALVANIZED VALLEY 5 FLASHING, F. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL `> BE SECURELY FASTENED IN PLACED. (CMC 304.4) C. WREN MORE THAN ONE HVAC UNIT IS INSTALLED IN A r - - TOINRTC, EACH UNIT SHALL BE RESERVED BY LABELED 3 TO INDICATE THE AREA OR SPACE SERVED BY THE UNIT. (CMC 304.5). H. WHEN TWO OR MCRc APPUANCES ARE CONNECTED TO ONE':NTNG SYSTTON, TIF VENTING SYSTEM AREA SHALL NOT BE LESS THAN THE AREA OF THE LARGEST VENT CON TIE CTIN PLUS 509. OF THE AREAS OF THE ADDITIONAL VENT CONNECTORS. (CMC 809.3). '3 1. MECHANICAL EQUIPMENT SUPPORTED DIRECTLY BY THE ° GROUND SHALL BE ISOLATED FROM THE GROUND BY A LEVEL CONCRETE SLAB EXTENDING NOT LESS THAN THREE (3) INCHES ABOVE THE ADJOINING GROUND LEVEL (GMC 405.0, 905.0. 866.3, 1106.2). J. RROMDE THIRTY (30) INCH CLEARANCE ABOVE RANGE ` CR COGKTOP TO UNPROTECTED COMBUSTIBLE MATERIAL a OR TWENTY FOUR (24) INCH CLEARANCE TO METAL m "LEN PLATING HOOD. (CMC 917.1). SFV/)SIGN! 2 K. THE DEVELOPER / CONTRACTOR /OWNER IS RE:,PONSBLF FOR THE VERIFICATION OF EXISIT CURB (CR EDGE OF STREET PAYING IF NO CURB EXIST) LOCATION FROM THE PROPERT't UNE(S) WITH THE PUBLIC WORKS DEPARTMENT. - L. ALL HVAC EQUIPMENT SHALL BE APPROVED PRIOR TO INSTALLATION BY NATIONALLY LIATC AnONAL RECOGNIZED ABSTANDARDS $ AND EVIDENCED BY THE LISTING AND LABEL CF AN - APPROVE AGENCY. M. G.MBUSTIBLE MATERIALS SHALL NOT BE PLACED LESS THAN 5" FROM THE FIREPLACE OPENING N. WEEP SCREEO SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. U -FACTOR LEGEND 'FRC. 11 -FACT _ C -2R NU. B - SQUARE FOOTAGE GEC.2GO5 � MAIN ),'OUSE' 3904 50. FT g G! -EST POInE, 655 SO. FT TOTAL HOUSE+ 4.559 S0. FT COVEGcD PATIO E POP("„ 4-1' 1 488 SO. FT L Y GAPAG-r1 1025 SO. FT a , F VICINITY MAP NOT TO SCALE SlUEfAJtU OfMEPlSION PER PAN WADING NOTES ----- GENERAL NOTES STUCCO GARDEN WALL- 3' 1 LECEM AC UNIT PAD PAD ELEVATION FL FLOW LIME FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE TC TOP OF CURB HP HIGH POINT --- GARDEN WALL SWALE _ 4' DIAMETER DRAIN PIPE, SLOPE = 1.009 (SEE DETAIL HEREON) AREA DRAIN (SEE DETAIL HEREON) 12" x 12" BASIN (SEE DETAIL HEREON) EXISTING SEWER --- w - - EXISTING WATER MAIN -- -_-- EXISTING SEWER LATERAL ---- --- EXISTING FIRE HYDRANT ----------- EXISTING WATER SERVICE EXISTING IRRIGATION SERVICE UNDERGROUND U7SLI7i a E -7' STRUCTURES R R'. F3HY TF1" OWNER ALUNDERGROUNDDDI IE OK C PQ EO 7F IT A F I 74. S AND DIOSE TI ON RIF (TLO,t ,OW 1P AR- INDICATED W TN O ER 1 E O RECORDS D } P A AN NT. 1 Y' Y A -'T [HER P. ROS! TF LOCATION O 1)(TINT T fS U B CTH NG 'f TF ALS i PZ N r WITH J M!J!, P k -E N: THERETO, AGI2.i THESE U+. 0 0 U v T E U h TO I' ABI. HY TEN TO HOLD RG WA. N - ET Ar1Y S G ASS )M,. W L>4 LF R AA S R SU TED FROM EX 7EOF PVF IN LAND UOR SAL Or STROCTURE NOT REPORTED FU T'J THE UNDERSIGNED. ACIORO INN}(,ITFD OR SHOWN ON THE CORD_ EXAMINED.T! CON! RA NOH 'S 3t RED -.0 TAXF DUE PRECAUTIONARY IL,.ASJRL T: PRO T_C: iri .,TI ITIE. OR STRUCTURES'OWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AI THE SITE. IT SHALL. BE CONTRACTOR'S N PON>IHI!_RT TO NOHFI' IHE OWNERS OF THE UTIL!TES CR STRUCTURES CONCFRNEO LEFOP.t STARTING VIORY,. /. IF THE CIVIL ENGINEER OR SOILS LJGINEFR ARE CHANGED GURiNGTHE COURSE OF WORK, AL `WORK SHALL BE STOPPED DIME A REPLACEMENT HAS AGREED TO A--EFTMEn SPON'S16flUrY FOR CERTIFICATION UPON COMPLET10N OF THE AM. 2. AL BRUSH, VEGETATION AND OTHER DELETERIOUS MATERIA!. SUCH A RUBBISH SHALL BE COLLECTED, PILED AND REMOVED FROM THE SITE PRIOR TO FLAG= FILE, LEANNG THE SITE FREE AND CLEAR FROM OBJECTIONABLE MATERIA.. 3. ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS. SEPTIC TANKS, WEUS OR FIFE; NOT LOCATED PRIOR TO GRADING ARE TO BE R%MO'WED OR TREATED IN A MANNER PRESCRIBED BY SOILS ENGINEER. 4. SUR. ALLY;LAM, OR ROCK MATERIALS DETERMINED BY THE SOILS ENGINEER AS BEING UNSUITABLE FOR PLACEMENT IN COMPACTED FILLS SHALL BE REMO`!ED FROM THE SITE. THE SURFACE SHALL THEN B' PLOWED OR SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES UNTIL THE SURFACE BE FREE FROM UNEVEN FEATURES THAT 'WOU'LD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIPMENT USED, 5, BUILDING AREAS SHOULD BE OVEREXCAVATED TO DEPTH OF AT LEAST FIVE (5) FEET BELOW THE BOTTOM OF THE FOOTINGS. THE EXPOSED SURFACE SHOULD BE SCARIFIED, MOISTURE CONDNiGNED AND RECOMPACTEU TO AT LEAST NINETY (90) PERCENT OF MAXIMUM DENSITY. THE PREVIOUSLY REMOVED SOLS SHOULD BE REPLACED IN THIN LIFTS AT NEAR OPTIMUM MOISTURE CONTENT AND COMPACTIED TO AT LEAST (90) PERCENT OF MAXI DENSITY. OVEREXCAVATION AND COMPACTION SHOULD BE VERFED BY TESTING THIS APPUES TO THE BUILDING AREAS AND AT LEAST FIVE i5) FEET BEYOND FOOTING LIMITS EXCEPT ADJACENT TO THE EXISTING EOU:FMENT BUIUls NG WHICH 'WILL BE UMIT£D BY THE PRESENCE CF THE SHORING AND UNDERPINNING SYSTEM. 6. MATERIALS FOR COMPACTED FL SPALL CONSIST OF MATERIALS APPROVED BY THE SOILS ENGINEER. FILL 'OILS SHALL BE FREE FROM ORGANIC VEGETATION MATTER AND OTHER UNSUITABLE SUBSTANCES. 7. THE MATERVL USED IN THE COMPACTING PROCESS SHALL BE EVENLY SPREAD, WATERED, PROCESSED AND COMPACTED :N THE UFIS NOT TO EXCEED 6 INCHES IN TH3CKNESS TO OBTAIN A UNIFORMLY DENSE LAYER B. WHEN THE UDSTURE CONTENT IS BELOW THAT SPECIFIED BY THE SOLS ENGINEER, WATER SEAL IiE ADDED BY THE CONTRACTOR UNTIL THE MOISTCRE CONTENT IS NEAR OPTIMUM AS SPECIFIED. 9. WHEN THE MOISTURE CONTENT IS ABOVE THAT SPECIFIED BY THE SOILS ENGINEER THE MATERIAL SHALL BE AERATED BY BEADING, MIXING, OR OTHER METHODS SAT5FACTORY TO THE WS M --NEER UNRL TINE MOISTURE CONTENT LS NEAR OPTIMUM AS SFECIFIED. 10. WHERE FILLS ARE MALE ON HILLSIDES OR EXPOSED 'SLOPE AREAS, GREATER THEN TEN (10) PERCENT, HOKIZGNTAL BENCHES SHALL BE CUT INTO FIRM UNDISTURBED NATURAL GROUND TO PROVIDE A HORIZONTAL EASE SO THAT EACH LAYER lS PLACED AND COMPACTED ON A HORfZONfAL PLANE THE INITIAL BENCH U PR'E TOE OF THE FILL SHALL BE AT !EAST TEN(10, TET W WIDTH ON FIRM, UNDISTURBED NATURAL GROUND AT THE ELIENATION OF THE TOE STAKE PLACED AT THE NATURAL ANGLE OF REPOSE OR DESIGN SLOPE AND WIDTH AND FREQUENCY OF SUCCEEDING BENCHES WILL VARY WITH THE SOIL CONDOIONS AND THE STEEPNESS OF SLOPE 11, IF BURIED REMAINS ARE ENCOUNTERED DURING DEVELOPMENT, A QUALIFIED ARCHAEOLD'ST SHN1 BE CONTACTED IMMEDIATELY AND APPROPRIATEMITIGATION MEASURES CAN BE TAKEN. T2. EARIF-MOVING AND WORKING OPERATIONS SHALL BE CONTROLLED TO PFL,fNT `NATER FROM RUNNING INTO EXCAVATED AREAS. EXCESS WATER SHALL BE PROMPTLY REMOVED AND THE SITE REPT ORT. FILL MATERIA! SHALL NOT BE PLACED. SPREAD OR ROLLED DURING UNFAVORABLE AEATHFR CONDITIONS. WHEN THE WORN IS INERRUPTED BY HEAVY RAW, FILL OPERATIONS SHALL NOT BE RESUMED UNTIL FIELD TESTS BY THE SOILS ENGINEER INDICATE THAT THE MOISTURE CONTENT AND DENSITY OF THE HL ARE AS PRcJiOUSEY SPECIFIED. 13. COMPACDON SHALL BE SHEEPSF00T ROLLERS. VIBRATING SHELP5FYUT ROLLERS. MLLOPLE-WHEEL PNEU-MADC-HRED RGLERS OR OTHER TYPES OR ACCEPTABLE COMPACTING ROLLERS. ROLLERS SHAL BE OF SUCH DESIGN THAT THEY WILL BE ABLE TO COMPACT TETE FILL TO THE SPECIFIED DENSITY. ROLLING SHAD. BE ACCOUPUSHED WFiILE THE FILL MATERVL IS 'NITIMU THE SPECIFIED MOISTURE CONTENT RANGE. RGLNG OF EACH LAYER SHALL BE CONTINUOUS OVER ITS ENTIRE AREA AND THE ROLLER SIDLE MA:(E SWTICIENF TRIPS TO INSURE THAT THE REQUIRED DENSITY HAS BEEN OBTAINED. 14. FILL AND BACKHL SHOULD BE COMPACTED TO THE MINIMUM OF NINETY (90) PERCENT OF MAXIMUM ORf DENSITY OBTAINED BY THE ASTM 0 1557 TEST METHOD. 15. ADXIWfTY STRUCTURES INCLUDING FREESTAJD)NO OR RETAINING HALLS SHOULD HAVE THE EXISTING SOILS 3' BENEATH THE BOTTOM OF THE FOOTING OF THE STRUCTURE COMPACTED TO 907. THE GRADING REQUIREMENTS APPLY TO THREE (3) FEET BEYOND THE FACE OF 'W'ALLS. 16. FIELD DENSITY TESTS WILL BE PERFORMED BY THE SOUL 'NGIKEER DURING GRADING F DRE OPERATIONS. YARD AT LEAST ONE (1) TEST ACED IT MADEMINIMUM FOR EACH FIVE 2) TESTS PER LATER YARDS AT FRACTION hHEREF PLACED OH1H A 'E S ARE OF TWO HE TESTS PER LAYER BE ISTO A D PTH O WHERE SHEETS . ROLLERS TS USED, THE SOIL IN BE DISTURBED TO A DEPTH OF SEVERAL INCHES. DENSITY TESTS SHALE BE TAKEN IN COMFAC7£D MATERIAL BELG'W THE DlSTURD£D 5'vRFRCE. 'MrEN TrESE PETS INDICATE THAT THE DENSITY OF ANY LAYER OF FILL, OR P'ORTNON rINFPEOF IS BELOW THE REWIRED DENSIFG THIS PARTICULAR LATER OR PORTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. 17. THE METHODS FOR REMO1,AL OF SUBSURFACE IRRIGATION AND 'UTILITY LINES WILL DEPEND ON THE DEPTH AND LOCATION OF THE UNE. ONE OF THE FOLLOWING METHODS MAY BE USED: 1) REMOVE THE PIPE AND COMPACT THE SOIL IN THE TRENCH ACCORDING TO THE APPLICABLE PORTIONS OF THESE GRADING RECOMMENOAMNS, 2) THE PIPE SHALL BE CRUSHED IN THE TRENCH. THE TRENCH SHALL THEN BE FILED AND COMPACTEDACCGRD(NG TO THE APPLICABLE PDRRONS OF THESE GRACING SPECiFICATi0NS, 3) CAP THE ENDS OF THE UNE WITH CONCRETE TO MITIGATE ENTRANCE OF 'MATER, THE LENGTH OF THE CAP SHALL NOT BE LESS THAT FIVE (5) FEET. 731E CONCRETE MIX SHALL HAVE A MINIMUM SHRINKAGE. 18. ABANDONED WATER WELLS ON THE SHE SHOM-1 BE CAPPED ACCORDING TO THE REOUtRE LENTS CF THE APPROPRIATE REGULATORY AGENCY. THE STRENGIIi GF THE CAPSHALL BE AT LEASEE EQUAL TO THE ADJACENT SOILS. THE FINAL ELEVATION OF THE TOP OF THE WELL CASING MUST BE A MINIMUM OF THIRTY-SIX (36)RICHES BELOW ADJACENT GRACE PRIOR TO GRADING OR FIL OPERATIONS. STRUCTURE FOUNDATIONS SHOULD NOT BE PLACED OVER THE CAPPED WELL. G PRIVATE LENGINEERING, NOTE R CONSTRUCTION INT A AOR A REF .HAT IN ACCORDANCE ONLANC WITH GENERALLY Y ACCEPTED ONSJN PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE FSPENS!BII TY FOR JOB SITE F i 'rt CONSTRUCTION i} PR ) E QCT. CONDITIONS OUR W F _SJR [ (, C T C AND PROPERTY, - ' { [ t ri REQUIREMENT INCLUDING ANG SAFETY AL PERSONS CONTINUOUSLY APDTHAT 1 EON EA. D i - k' aT d LY NU NO7BE LIMITED Q N()'NJ+1. SORKI GE AADS TOA PL CO It COLAS DEFEND, HOURS,AND CONSTRUESI1 CONTRACTOR PUHA R S 2TR A DEFEND, 'NDE,JINF AND HOLD DESIGN ED, IN UPN! HARM. HE ANY AND Ali HOF TY, FUAt OR ALLEGED, Y CONNECTION LI WITH ARI! PERFORMANCE OF WOR( ON THIS PROJECT, E:CFPTNG LIABILITY ARISING FROM THE SOLE NFGLNGETJCE OF DESIGN Fft(7FFSSfONA[.. 1, ANY GRADING PERFORMED TO ESTABLISH OR REESTASUSH THE rJI.DING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRACING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA WWTA PUBLIC 'WORKS DEPARP.dE7T. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO E1.EVATCNS SHOVlN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PRN, ONLY 1F, A VAUD BUILDING PERMIT HAS BEEN ISSUED BY THE LA OULNTA BUILDING 4 SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE Cil THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA OULNTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WAILS SHOWN ON THIS PLAN. 4. THIS PIAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTNTY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY THE SEPARATE PLAINS ANO PERMIT ISSUED BY THE LA ONNTA PUBLIC WORAS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND RS SU9COKTRACTGRS, ARE RESPONSIBLE FOR ENSURING ME DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER D-7LETE IOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE 1YITHIN THE BUILDING E1Y'ELOPE SHALL BE SCAKFIEp TO A MINIMUM OF C AND THEN C07APACTEO TO NiY,'cTf PERCENT ('d0$) RE, CENS17Y PER A.ST.M. SPECIFICATIONS. & THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH 64tiiKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCDON. REMOVAL AND REPLACEMENT `BALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR 9. ALL STREETS, PUbUC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, LAUD, AND DEBRIS OEPOSIT' RESULTING FROM ANY ACTIVITY RELATED TO CONSRtlJCNGN OCCURRING ON THE LOTS -ROiVN ON THIS PLAN. CLEANSING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE VIVID EROSION AND DUST CONTROL MEASURES AS REWIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERADS AS FOLLOVOS; OCTOBER ISF TO APRIL 30TH MONDAY - HVCAY 7.00 A.M. TO 530 P.M. SATURDAY 6.00 AM. TO 5:G0 P.M. MAY 15T TO SEPT. 301H MONDAY - FRIDAY 6:00 AM TO 7;00 P.M - SATURDAY R:CO A.M. TO 5:DO P.LL 'WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. ED FINISHED GRADE PAD TOP OF FUUP.NG 2'1 T>0% \QaVG `2% TO 20% p4 TYPICAL SMEYARD VIAL_ - SECTION CONrnEIV T. .�., jr �T FINISH GRADE CORE DR!!1 2_3 DIF. HOLES FOR DRAA-CE THRU -rHE WALL DRAINAGE DOM - ?Z'02' GRATE (NDS -1212) � 7 2"xi2"x6" ADAPTER\J (NDS -1223) 12"912" CATCH BASIN / (NDS -1200) 6.4' REDUCER �1 -- _ _ (NDS -60 12"x12' GRATE /� (NDS -7212) 1- C4 - 09 MIN e CAP �- -u (NDS -406)- V PVC SCHD 40 1 L.9 -� - 4" TEE (NDS -407) C 3/4" GRAVEL BASF' w 1 D TO C DEPTH n FULLER W.G. rq� AFIEA DRAIN INLET- OUTLET DE TAIL N.T.S. LINDA R. FULLER P.O. BOX 1440 YARMOUTH, ME 04096 LEGAL DESCRIPTION PARCEL 3 PER LLA -2005-431, REC. 9-19-05, INST. NO. 2005-0769978 O.R. (ADJUSTED LOT 3, TRACT N0. 28522 M.D. 274/42-44) LOT ADDRESS: 57-360 PENINSULA LANE ASSESSORS PARCEL NO. 762-150-003 THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF PARCEL 2 SHOWN AS NORTH 8619'40" EAST PER PARCEL MAP NO. 28803 AS FILED IN BOOK 192, PAGES 26 AND 27 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, AB 73 REQUIRES THAT ALL PERSONS PLANNING TO CONDUCT EXCAVATION MUST NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GpIEN UPON SUCH NOTIFICATION WITHOUT 'NHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNfCATiON, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. GARAGE STEM WALL UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA., CA 92621 (800) 227-2600 SIDE 'YARD STOOP PL !. l - MITI. z PROPOSED BLOCacNAD_ 61X 'cXPGSEED mac. FOOTING --/SIDE YARD � MIN. COVER -� LL S BELOW LOWEST &HALE FL. EXTRA DEPTH FOOHNG UNLESS OTHERWISE INDICATEDWHERE 5Hc',vt1 TYPICAL SWALE DETAIL N.T.S. D`.9ELi_iNG - FINISHED I'LGDR 6' NP. Rf �z x EAR YARD PATI( I CUT 4:1 IN FILL REAR YARD PiA ..G-/ TYPICAL SWALE DETAIL N.T.S. PREPARE' UNDER THE 012ECT701N CIF: ` / � MON 5 E T3Al-..47 /oeGk L y L] % 9Q0 20 ATE. • O to ^.vm+a, CA'Y2253 ,r l> t P EY M1 RS ,.�l DATE D 9 j ..L O7 v, T s 9 �. vn rn-a013 a �7e ALC ' �r 1..,. _. 10596 FAX: NJ. ,-UT9b ,. ' eI '�'I S C H U L T Z 60 ITT -4'J]3 L wrlvGa xp Y' •w s s a v' � y .y Q PL NP N' A IE > ENGITJ EENS R Y SU VE p J Y! U S C , 1 � F.. s=NCH 'Anax. GD 103-5-)0 FD. t i/}' OOJ.P. rillU W CRY".:: 5^ SCALL. .�L.0 A30VE !HARK REVISIONS APER. r DATE- `.. Yf6.ir iT _ _, _ __. . -____. .,_ ____ _. _ __-_, ^ 00 OA.. Cq_1M LN. 0.51, 330 a Rlh 0 :..b.. Cf J F1r R JONASSON, P.E. EXP. CA 12 3T/05 'MSHkrMN SITES & 12,4 AMENUE & GT SGUF1 G i 98e21t:, EA. -0.110 DESIGNED BY'. DRAWN HY CHECKED BY. R.C.E_ 457343 •ATF: JANUARY :006 CGROu,i DATUM IS TA !iVF1 GNUS 500 YETI Nil AJC J NET-AT14T Nu1.I"oF',i 5. Ac Ac Sdj 0 im Lu 1fu Q IN THEr �' C i",Y � F LA QUINTA. SATE OF CAi'FOF IA 7 � iN PRECISE GRADING PLAN AEI}. 8 LT yy"^gg ;LBgg�� $ ��99 ;Vg PGA i.�xa LA PARK AJ >�f 3� T1 1 T" P1 �'d 1 WEST 1 L.9 PARCEL 3 - LLA 2005-4'31 S OE_ _oHIS. 0 In ('LJ!S^sTFS'i LOT 3 TRACT NO. 28,122)}� w n FULLER W.G. NG: &4: 1 y 111(ITi FILE I\67500`,PC\LOI'3-PG-01 ' LIST. YfArR'\SERVIB� Z,' FG 481 W, TF 480 PROP. IINE PAD (462.6) (NDS -1212 36 REDUCE INDS- 212) TX4 ER (D PA (NDS -607) (NDS -406) CHD 40 ME 03 4 7,- 6' MIN. -4.03y 3/r GRAVEL EASE-' AREA DRAIN INLET-OUTLET DETAIL 40"D 7i7I Z.,T, i q 52,3sf N- �A) 3767 '- �' ~�- * / / PAI ELEVATION NOTES ElINDICATES ELEVATION NOTES , SEE NUMBER BELOW: 1. STUCCO POTSHELF - SLOPE TO CRAIN. SEE DETAIL 2. G.I. CHIMNEY CAP W/ I.C.B.O. APPROVED SPARK ARRESTOR. PROVIDED BY FIREPLACE MANUFACTURER. 3.. LIGHT SAND FINISH 57PJCCO O/METAL LATH 0/BUILDING PAPER. E 6 PLASTER MATERIALS LIST BELOW. 4. 14" X IF, G.I. SCREENED LOUVERED VENT. ENTRY DOOR PER DE'1ElCPER. 5. 1"X 6" FO,LM TRIS! W/ STUCCO OVER. 7. ROL-UP SECTIONAL GARAGE DOOR. VERIFY W/ DEVELOPER. 9. PROVIDE "GRACE ICE & WATER SHIELD" AT AL HORIZONTAL SURFACES TO RECIE`iE STUCCO. SLOP£ MIN. 1/." PER FOOT TO DRAIN. LAP DOAN SIDES MIN. 12" 9. STUCCO SOFFIT. i0: 'WOOD CUSTOM GATES. 11. FALSE STONE VENEER. 12. 4 X 9 EXPOSED RAFTER TAIL AT 24" D.C. 13. C.M.U. GARDEN WALL BY LANDSCAPE ARCHITECT. 14. STUCCO ARCH SOFFIT. 15. DECORATIVE 'WROUGHT IRON. 16. 16"XI6" THP.0 STUCCO OPENING 'N/ 1" SO IRON INSERT - SET NPOTtAT IN OPENING 17. 9"X9' TiRU STUCCO OPENING. 1B. CERAMIC TITLE FILL. SLE DETAIL. 19. WOOD SHUTTERS- SEE DETAIL 20. 1/2 ROUND CLAY RLE WITH FLAT TILE BASE AS SHOWN -PROJECT 1" FROM FINISH STUCCO. 21. STG1E SIL BY MANUFACTURE SLOPE TO GRAN . 22. EX'rO'ED WOOD HEADER. 23. G.I. FLASHING AT ROOF TO 'WAD. PLASTER MATERIALS: SCRATCH COAT: MAINTAIN THIS SAND/CEMENT RATIO 2.5 TO 3.5 PARTS SAND: 1 PART OF CEM51.-'- BROWN COAT: MAINTAIN THIS SAND/CEMENT RATIO: 4 TO 5 PARTS SANG: I PART OF CEMENT. SAND SPECIFICATION: CLEAN, 'WASHED PLASTER SAND - AST897 OR MIN. S.E. OF 75. CEMENT SPE- IFICATIDPI: PORTLAND CEMENT TYPE 11. LITH AND STUCCO WEATHERPROOFING SYSTEM: 1. PROVIDE SOLID BACKING AND "GRACE ICE & WATER SHIELD" AT AL WALL PENETRATIONS, INSIDE BUILDING CORNERS, POT SHELVES, ETC. INSPECT TO VERIFY THESE REQUIREMENTS. _. AT AL OPEN SND `NAL CONDiTICNS, INSTAL LINE ARE Bui1ND MOIST -STOP 'ANDO'W AND ODOR FLASHING PAPER, PROVIDING 9ACRNGFOR THE INTERFACE OF 50 MIN. GRADE 0 PAPER AND MOIST -STOP, NSPECT TO `VERIFY THESE REQUIREMENTS. 3. AT ALL POTS.HELVES OR HORIZONTAL BUILDING PROJECTIONS O`F� FOUR (4") FROM THE EXTERIOR BUILDING PSE INSTALL IN THE FOLLOWING SEQUENCE. A. ONE LAYER IF "GRACE ICE &'WATER SHIELD" W/ CONT. BACKING. a. ONE LAY:R OF GRACE D 60 MINUTE WATER RESISTIVE LATH PAPER. INSTAL THE FOLLOWING METAL FLASHINGS AND VENTS (1F APPLICABLE BUILDING CONDITIONS EXSIST). A. INSTALL CONTINUOUS VENT TO VENTILATE ALL ENCLOSED SOFFITS GREATER THAN 36" IN LENGTH OR 'WIDTH. B. INSTALL SPRAY RIB LATH AT THE UNCERSIOE OF SQFFI TS WTH JOIST :PACING OF 16" OR GREATER. C.INSTALL HI -RIB AT SOFFITS 'MTI JOIST SPACING OF 19.2" OR GREATER. D. INSTALL 3/4" FRY REGLET CHANNEL OR SUPERIOR REGLET CHANNEL SCREED AT THE OUTSIDE EDGE OF ALL BUILDING CANTILEVERS, 5. INSTALL UNE WIRE AND PULL TAUGHT. 6. 'ARAP BUILDING EXTERIOR 'WITH' I LAYER OF 'RAGE D 60 MINUTE 'NATER RESISTIVE LATH PAPER, STAGGER THE HORIZONTAL RUNS OF BUILDING PAPER AT INSIDE AND OUTSIDE BUILDING CORNERS, OVERLAP PAPER RUNNING PAPER TO THE NEXT SND AND OUTSIDE BUILDING CORNERS. PRO`ADE 9" HORIZONTAL LAP AT ALL Fic D BREAKS. OVERLAP 3" MIN, OVERLAP FOR ALL HORIZONTAL SEAM'S, OVERLAP 6" MIN. FOR AL VERTICAL SEAMS, 1VRRAP ALL TIGHT BARGE LE CABENDS 'N/ 2 LAYERS GRACE D 60 .MINUTE PAPER. 7. FASTEN ALL LATH PER NAILING SCHEDULE USING HAND DRIVEN 1 1/2" GALVANIZED LATA FURRING NAILS - STUCCO NE lVi1 BE NON -FURRED WIPE MESH. 9. INSFECT AL OPEN STUD WALLS FROM 04510E TO LOCATE ALL BREAKS IN WATER RESISTVT_ PAPER PRIOR TO INSULATION. REPAIR ALL BREAYKS IN PAPER USING TOP 2000 CAULNG. 9. PPLY 3/9" SCRATCH COAT. ALLOW SCRATCH COAT TO CURE FOR 45 HOURS. 0. APPLY 3/9" oROiiN COAT. ALLOW BROWN COAT TO CURE FOR 7 CONSECUTIVE DAYS. WATERBROWN COAT EVERY OTH•_R DAY, IT. PRO'f,DE, INSTALL DOU'oLE COAT; AND MESH ALL FOAM TRIM SHO'h1N ON PLANS. TRIMS 'AiILL THEN BE COLOR COATED ALONG 'ATH THE REST OF THE BUILDING FCR A TOTAL OF 4 COAT APPLICATION, THE STYROFOAM IS ARM EXPANDED POLYSTYRENE 2 POUND DENSITY. THE BASE COAT IS A POLYMER ?ACDIFiED PORTLAND CEMENT BASE AAT. THE MESH 13 A GLASS FIBER REINFORCED MESH, ALKALI RESISTANT. 12. 9N1 NOSE CORNER -PUD. t3. MASK ALL W?NDO'WS, SLIDING GLASS DOORS FRENCH DOOR FRAMES AND CLASS. I 4'-6' I TCP PLATE -[j--T n D El PLATE El I i �o of AR ELEVATION SCALE: 1/4" _ 1._0" FRONT ELEV TI N SCAL;:: 1/4" = T I I (4 -) I Fri -I-R COURTYARD GUEST PEAR ELEV. COURTYARD FRONT ELEV. IT -1 -I--% I -A I11 1 A Ci�1TECTS A BEWUS CES GN 311 DO 20371 MIE AVE, SUTEE r20 SANTA ANA ! 3GHTS, CA 927177-56551 714/434-2505 FAX 434-4885 J RIGHT ELEVATION `WsL- LEFT ELEVATION PLASTER MATERIALS: SCRATCH COAT: MAINTAIN THIS SAND/CEMENT RATIO: 2.5 TO 3-5 PARTS SAND: 1 PART OF CEMENT. BROWN COAT: MAINTAIN THis SAND/CEMENT RATIO: 4 TO 5 PARTS SAND: 1 PART OF CEMENT. SAND SPECIFICATION: CLEAN, WASHED PLASTER SAND - AST697 OR MIN. S.E. OF 75. CEMENT SPECIFICATION: PORTLAND CEMENT TYPE :1. LATH AND STUCCO WEATHERPROOFING SYSTEIA: 1. PROVIDE SCUD BACKING AND "GRACE ICE & WATER SHIELD" AT ALL WALL PENETRATIONS, INSIDE BUILDING CORNERS, POT SHELVES. ETC. INSPECT TO VERIFY THESE REQUIREMENT& 2. AT ALL OPEN STUD 'AAL CONDITIONS, INSTALL LINE WIRE BEHIND MOIST -STOP WINDOW AND DOOR FLASHING PAPER, PROVIDING BACKINGFOR THE INTERFACE OF 60 MIN. GRACE D PAPER AND MOST --STOP, INSPECT TO VERIFY THESE REQUIREM=NTS. _. AT ALL POTSHELVES OR HORIZONTAL BUILDING PROJECTIONS OVER FOUR (4'I) FROM THE EXTERfOR BUILDING PLANE INSTAL IN THE FOLLOWING SEQUENCE. A ONE LAYER OF "GRACE ICE & WATER SHIELD" W/ CONT. BACKING. B. ONjDYER OF GRADE D 60 M1NU)E 'NATER RESISTIVE LATH PAPER. 4. INSTALL THE FO!01WNG METAL FLASHINGS AND VENTS (IF APPUCABL BUILDING CONDITIONS EXSST). A. INSTAL CONTINUOUS VENT TO VENTILATE AL ENCLOSED SOFFITS GREATER THAN 36" IN LENGTH OR 'MOTH. B. INSTAL! SPRAY RIB LATH AT THE UNDERSIDE OF SOFFITS A1TH JOIST SPACING OF 16" OR GREATER. C. INSTALL HI -RIB AT SOFFITS WITH JOIST SPACING OF 13.2" OR GREATER. D. INSTALL 3/4" FRY IEV-.T CHANNEL OR SUPERIOR REGLET CHANNEL SCREED AT THE OUTSIDE EDGE OF ALL BUILDING CANTILEVERS. 5. INSTAL LINE WIRE AND PULL TAUGHT. 6. WRAP BUILDING EXTERIOR 41TH 1 LAYER OF GRAGE 0 60 MINUTE WATER ft'eSISRVE LATH PAFEft. STAGGER THE HORIZONTAL RUNS OF BUILDING PAPER AT INSIDE AND OUTSIDE BUILDING CORNERS, OVERS PAPER RUNNING PAPER TO THE NEXT STUD AND OUTSIDE BUIL ;LNG CORNERS. PROVIDE 6" HORIZONTAL LAP AT ALL FIELD BREAKS. OVERLAP 3" M.W. OVERLAP FOR ALL HORIZONTAL SEAMS. OVERLAP 6" MIN. FOR ALL VERTICAL SEAMS. 'WRAP AL TIGHT BARGE GABLE ENDS W/ 2 LA'fRS GRADE D 60 MINUTE PAPER. 7. FASTEN ALL LATH PER NAIUNG SCHEOULE USING HAND DRIVEN 1 1/2" GALVANIZED LATH FURRING NAILS - STUCCO NETTING 'ML BE NON -FURRED WRE MESH. 8. !NSP ECT ALL OPEN SND 'WALLS FROM INSIDE TO LOCATE ALL BREAKS IN "NATER RESSRVE PAPER PRIOR TO INSULATION. REPAIR AL BREAKS IN PAPER USING TCP 2000 CAULKING. 9. APPLY 3/8" SCRATCH COAT. ALLOW SCRATCH COAT TO CURE FOR 48 HOURS. 10. APPLY 3/8" BROWN COAT. ALLOW BROWN COAT TO CURE FOR 7 CONSECUTIVE DAYS. WATER BROWN COAT EVERY OTHER DAY. 11. PROVIDE, INSTALL DOUBLE COAT, AND MESH ALI FOAM TRIM SHOWN ON PLANS. TRIMS WALL THEN BE COLOR COATED ALONG WITH THE REST OF THE BUILDING FOR A TOTAL OF 4 COAT APPLICATION. THE STYRCFOAM IS APM EXPANDED POLYSTYRENE 2 POUND DENSITY. THE BASE COAT IS A POLYMER MODIFIED PORTLAND CEMENT BASE COAT. THE MESH IS A GLASS FIBER REINFORCED MESH, ALKALI RESISTANT. 12. BULL NOSE CORNER -- AID. 13. MASK ALL WINDOWS. SLIDING GLASS DOORS FRENCH DOOR FRAMES ,AND GLASS. I�j INDICATES ELEVATION NOTES , SEE NUMBER BELO'N: 1. STUCCO POTSHELF - SLOPE TO GRAIN. SEE DETAIL 2. G.I. CHIMNEY CAP W/ I.C.B.O. APPROVED SPARK ARRESTOR. PROVIDED BY FIREPLI AGE MANUFACNRER- 3. LIGHT SAND FINISH STUCCO O/METAL UtH O/BUILDING PAPER. SEE PLASTER MATERIAL S LIST BELOW. 4. 14" X 18" G.I. SCREENED LOUVERED `FENT. ENTRY Or PER DEVELOPER. 6. V X G" FOAM TRIM W/ STUCCO OVER. 7. ROLL -Up SECTIONAL GARAGE DOOR. VERIFY W/ CE'✓<LGPER. B. PROVIDE "GRACE ICE & `NATER SHIELD" AT ALL HORIZONTAL SURFACES TO RE C:EVE STUCCO. S_RE MIN. 1 /4" PER FOOT TO ORAIN. LAP DOWN SIDES MIN. 12" 9. STUCCO SOFFIT. 10. WOOD CUSTOM GATES. If. FALSE STONE VENEER. 12. 4 X B EXPOSED RAFTER TAIL AT 24" O.C. 13. C.M!J. GARDEN WALL BY LANDSCAPE ARCHITECT. 14. STUCCO ARCH SOFFIT. /. DECOR WROUGHT IRON. 16. 16"X16" THRU STUCCO OPENING. 17. 8"X8" THRU STUCCO OPENING. ta, CERAMIC PL FILL SEE DETAIL. 19. WOOD SHUTTERS- SEE DETAIL. 20. 1/2 ROUND CLAY P.E N1TH FLAT PLE BASE AS SHOWN -PROJECT 1" FROM FINISH STUCCO. 21. STONE SILL BY MANUFACTURE SLOPE TO DRAIN . 22. EXPOSED WOOD 'HEADER. 23. G.1. FLASHING AT ROOF TO 'WALL. - ]JIRT ARCHITECTS A °ice K' DEWA STMO 20371 F&E AVE., SITE 20 SANTA ANA i�S, GA 92707-5651 714/434-2506 FAX 434-4885