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HomeMy WebLinkAboutSpanish Walk Entry and Street Landscape_1 S PAN I SH WALK ENTRY AND STREET LANDSCAPES PALM DESERT, CALIFORNIA Taylor Woodrow Homes,Inc. Emerald Brook,LLC 15 Cushing Irvine, Ca 926184220 Tel: 949-341-1200 ` Laguna Beach Sausalito Los Angeles San Francisco ENTRY AND STREET LANDSCAPE Houston Dallas 580 Broadway Suite 200 CONSTRUCTION DRAWINGS Laguna Beach CA 92651 Fax 949 . 494.7861 949 . 497 .5471 TRACT 33837 �.PN D S Cq p Of ignat r Ex D te: .30 7 'Ir£OF CAt\F AGENCY APPROVALS CITY OF PALM DESERT LANDSCAPE LOCATION MAP n .t.s. DE VEL OPER SHEE T INDEX INSPECTION SCHEDULE TAYLOR WOODROW T- 1. 0 TI TL E SHEET KEY MAP 76000 Frank Sinatra Dr. L-0. 0 LEGEND & NOTES Palm Desert, CA 92211 L- 1. 1 LAYOUT & MATERIAL PLAN CERTIFICATION OF PROJECT COMPLETION 1} SLEEVING / GRADING Sleeve iameter, type depth and location P: (760) 360- 6305 L_ 1.2 LAYOUT &' MATERIAL PLAN a. S YP p ace drainia a elevationsand F. (760) 360-6824 L- 1. 3 CONCRETE PAVEMENT DETAILS A. A Licensed landscape architect, or other qualified professional in a b. Soil surface g , din weeds & rubble PROJECT MANAGER: TI M DAY L— 1. 4 ENTRY GA T� �c WALL DETAILS trash (including ) related field, shall conduct a final field observation and shall provide a L 1. 5 WALLS & STUCCO DETAILS L-2. 1 IRRIGATION PLAN certificate of completion. The certificate shall specifically indicate that 2) HARDSCAPE J BOULDERS-COBBLE plants were installed as specified and that the irrigation system O� F L-2.2 IRRIGATION LEGENDS & NOTES the p a. Sidewalk and wall layout Ty ���, was installed as designed. b. Utilities location F .9 L_2. 3 IRRIGATION DETAILS G. t e size weight and placement �N,o�FCONSULTANTS L 2. 4 IRRIGATION DETAILS B. Certification shall be accomplished by completing a certificate of Boulder yp , g p y/ L—3. 1 PLANTING LAYOUT PLAN and delivering it to the District, Girt or county and to the � Gf, L-3.2 PLANTING LAYOUT PLAN completion g 3) IRRIGATION SYSTEM ROUGH-IN �' y SWA GROUP owner of record. (See example) L-3. 3 PLANTING DETAILS a. Trench depth .7O LANDSCAPE CONSUL TAN T ,Q L-3. 4 PLANTING SPECS CERTIFICATE OF PROJECT COMPLETION b. Pipe size and class 580 BROAD WA Y Q c. Pressure test (125 psi for 6 hours) �9Q SUI TE 200 Project Name: Parcel Map or Tract LAGUNA BEACH, CALIFORNIA 92651 4) PLANT MATERIAL (trees & shrubs) , P: (949) 497-5471 No.: a. S Condition b. Type F. (949) 494— 7861 Project PROJECT PRINCIPAL: MONICA SI MPSON C. Placement Location: ed granite) D.D. PAGANC? _ RD - r 5) GROUND COVER Decomposed g ) Maximum Water CONSULTANT T E ; , a• Type IRRIGATION C FINA DSCAP P G Allowance: u. b. Depth and spacing 4705 EAST CHAPMAN AVENUE DATEt S. (In hundred cubic feet} KEY P C. Compaction ORANGE, CA 92869 MA s LANDSCAPE MAMA Estimated Total Annual Water Use: — E _ 714 771 9200 6) FINAL : : : (714) 771 — 9202 FAX (in a. Irrigation FRANK SINATRA _ Valves, boxes and wiring FROJEGT AAA° �`70 hundred cubic feet} BUTSKO UTILITY DESIGN, INC r operation ���� Controller p LOG�Tl ®N ELECTRICAL CAL CONSUL TAN T bubbler N®T T® �G,�L� WATER USE CON CEP T STATEMENT Submitted: initials indicates Sprinkler, b p LL LL Preliminary Project Documentation ( 74- 130 COUNTRY CLUB DR., G emitter type, flow rate and em yp 1 . ESTIMATED ANNUAL APPLIED WATER USE DOES NOT RELY ON 0 submittal) SU I TE 102 quantity per plant. 0 q PALM DESERT, CA 9226 RAINFALL THEREFORE, WITH RAIN , THE IRRIGATION SYSTEM Overall operation MAP 1 . Grading design plan V I I N ITY n •t.s. T A s built (760)601 3390 PHONE RAIN SHUT— OFF SWITCH WOULD TEMPORARILY RESTRIC F�� 5'NAT� b. Tree staking (760)346-8518 FAX IRRIGATION , USING LESS POTABLE WATER; Nor Tox��� 2. Landscape design plan g C. Overall STAN2. THE IRRIGATION SYSTEM IN SHRUB ARES IS ENTIRELY DRIP 3. Irrigation design plan SITECIVIL EC IRRIGATION , THUS MAXIMIZING IRRIGATION EFFICIENCY AND Key Plan g ** NOTE' * SHOULD ANY OF THE ABOVE CIVIL L ENGINEER MINIMIZING WATER LOSS;S S; Irrigation schedules S FAIL AFTER 2 ATTEMPTS GERALD 73733 FRED WART NG DR., SUITE 100 10 REVISION 4. g INSPECTION 3. OVERALL, PLANTING DESIGN IS XERISCAPE IN NATURE AND WILL BE A FEE ASSESSED FOR ANY PALM DESERT, CA 92260 9 REVISION THERE 760 346 9844 PHONE CONSISTS OF MOSTLY DROUGHT— TOLERANT, LOW— WATER USE 8 REVISION Post installation Inspection: (initials indicate completion) RE-INSPECTIONS. N FORD DRIVE 760-346-9368 FAX PLANTS; 7 REVISION 6 REVISION 4. TURF AREAS HAVE BEEN KEPT TO A MINIMUM TO REDUCE 5 REVISION A. Plants installed as specified o MARLO BARTELS THE TOTAL AMOUNT OF WATER USE; 4 REVISION �,p�. ARTIST 5. ALL CONTROLLERS ARE EQUIPPED WITH RAIN SHUT— OFF 3 REVISION B. Irrigation systems installed as designed FRANK SINATRA DRIVE ��qy 2307 #7 LAGUNA CANYON ROAD 2 REVISION � � SWITCHES TO MAXIMIZE WATER CONSERVATION ; 1 FIRST CITY PLAN CHECK LAGUNA BEACH, CA 92651 Comments: 6. SHRUB AND GROUNDCOVER LAYOUT IS SPACED TO BETTER Revisions Q U.S.A. _ 949-494-4408 PHONE FIT THE GIVEN CLIMATIC SITUATION . WE CO , A copy of this certification has been provided to Owner/Developer and North 949-497-3293 FAX District COUNTRY CLUB DRIVE w Comments: � BY: 0 w m DATF -2 - w w L i J � Scale LLJ a certify that the work has been completed in accordance with Q Q aJP HOVLEY These plans have been reviewed by the Coachella Valley Water District in accordance COIL` D Coachella Valle Water District and Palm Desert Landscape and Q Y LANE EAST � s► A T E R with Water Code Title 7 Division 1 Chapter 3 Article 10.8 Section fi5597 et se s/ t�a6 1ST CITY PLAN CHE K � y o � , p , , q � 9�5/�Q06 2ND CITY PLAN CHECK Irri ation Guidlines. 0 requiring efficient landscape and irrigation design in cooperation with the local �haseo06 sRD CITY PLAN CHECK 9 Phase w o o •c governing agency (City or County). "Approval of this drawing by CVWD staff does not PHASE 1 c g g g Y 0 s r R constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, ,lob Number Landscape Architect Signature Date License No. TYwN602 walls, and permanent structure of any kind may not be planted or in in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit Drawing Title from CVWD. TITLE DATE WATER MANAGEMENT SUPERVISOR NUT R CONSTRUCTI - k. APPROVED BY: APPROVED BY: 41Je�dl®r gr®A�U�d CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR �wa°�t�� !°aU�r� Drawing N mb N f�T �f(� Call: TOLL FREE 1-800 — DATE DATE NOTE : ' l�l I T#�i N �.�.�.�. EASE1°�1E1�1T5 OR 227-2600 Twi � DATE NO TREES SHALL E3E PLANT � TWO WORKING DAYS BEFORE YOU DIG � SWAGroup) REV. SHEET REVISIONS APP. DA RIOHT-OF ���5 PLANTING; NOTES GENERAL_ SPANISH WALK PLANTING LEGEND ENTRY AND I. \/orlP9 site information including property lines, easements SYMBOL BOTANICAL NAME ICOMMON NAME SPACING REMARKS QUANTITY WATER USE STREET I. Iminal grading shall be approved by the Architect in the , , TREES/ PALMS field otter soil preparation and prior to planting. buildings, roodwog curb and gutters, utilities and other information LANDSCAPES affecting the scope of Work Included on those Drawing*. Utility 00"_� 50C Motched, multi-trunk, field grown bore-root 9perimeng, full, PALM DESERT, CALIFORNIA 2. For all on grade conditions, the Contractor shall take soil Information may include storm drain, sewer, water, electrical, 4905, OLE EUR Oleo europoeo olive remarks per plan syrnmetricol, with unblemished trunks, equal to 45" boxed etoc4 66 LOW 0.2 samples, conduct percolation tests, and review existing alto telephone and cable N. More specific utility information is as to,99ed by the, Landscape Are-hitact. branched to 61-011. conditions with the Landscape Architect. The appropriate indicated on the Architect's plans and site Record Drawings single trunk, straight, field earoNrl, skinned, Pull, symmetrical, quantity of samples shall be verified with the Landscape available from the Architect. 71ho Contractor shall contact the height heavy colipar, as togged by the Lordscope, Architect. Architect. Samples shall than be tested and -analyzed for Architect for direction on how to proceed if actual site conditions WAS R05 Aashingtonlo robusta Mexican Fan Palm per pion per plan branched to &'-0". 20 HICPH percolation and agricultural suitability and fertility by the Soil vary from what is shown on the drowings. Height of palm to be measured to the apical meri5t0M (A.M.) and Plant lob rovlollo-Aad with architect. Analysis shall include 2. Excavation in the, vicinity of utilities shall be undertaken with as indicated In detol'i 5, sheet L-5.5 review and coordination with specifications and core. The Contractor boars full rospomalloility for this Work. Any PAR FLO Forkinsorlio f lorido Blue Polo Verde 48�" box per plan Matched, multi-trunk, full, symmetrical, well rooted, unblemished recommendations for soil preparation and backfill mix omal damage to utilities caused I:nj any person, vehicle, equipment, or 0 trunks os togged by the Landscape Architect. 4:2 LOW 0.2 shall be paid for by the Contractor at no cost to the Owner. tool related to the execution of the contract shall be repaired Submit soils analyses to the Landscape Architect for Immediately at no expense to the Owner. SHRUBS Taylor Woodrow Homes,Im. approval prior to soil preparation. This requirement applies LEU LAE Leucophqllum loevigaturn rhihuohuan so,?e 15 go I Full, 5yrnmetricol, Nell rooted 014T MODERATE 0.5 AA_AA Emerald Brook,LLC 15 Cushng to all soils and conditions within this project. Rotor to Irvine, Ca 926184220 specifications for further requirements. 5. The Contractor shall notify Underground Service Alert: (USA LAN OAM Lontorlo cormoro Nepq (501d, New Go Lantana 5 gal Full, 5yrnmatricol, Nell rooted 2:2 MODERATE 0.5 M74fl Tel: 949-341-1200 S. Exact locations of plant materials shall be approved by 1-600-422-4155) 4,9� hours prior to amg excavation. 0 RC5 OFF Ro5marimus offir_inoli5 'PROSTFtATUS' Trailing Rosemary 5 gal Full, symmetrical, well rooted "74 MODERATE 0.5 the Landscape Architect in the field prior to Installation. The LAYOUT 4 MATERIALS ALS NOTES 0 Mr"R ocM Mqrtus communis 'Cormpocta' myrtle 5 gal 5' O.C. Full, symmetrical, Nell rooted 451 MODERATE 0.5 Laguna Beach �V4:0 r:f: Landscape, Architect reserves the right to adjust plants to The Contractor shall layout and verify all dimensions prior to _T Sausalito exact location in field, as roquIrad. NE5 Los Angeles n Francisco construction. An discrepancies shall be brought to the attention 111�> R05 BAN R-o s a bork5ioe, 'yellovsl' Lody Bonk's Rose 5901 Stoked Y`ull, symmetrical, Nell rooted 14 LOA / MOP 0.5 Houston 4. The Contractor shall be responsible for verifying all plant of the Architect immediately. Do not proceed with Work without Dallas counts and square foot-ages, as required. consulting the Architect. 00. 50U SPCI Bougainvillea 5pp. 'La Jolla' Lo Jolla Bougainvillea 5 gal Per Pion Full, symmetrical, well rooted 5 LOW / MOP 0.5 580 Broadway ACCENTS, 2. Krittem dimensions take proaademas over scale. Suite 200 S. Finish gurb, rades of oil shrub areas shall be 2" below AX& ALO BAIL Aloe 5 gal 41 O.G. Laguna Beach CA 92651 taw Aloe borboolensis Full, symmetrical, well rooted 51 LOW 0.2 ad scent pavement or header. Fax 949. 494,71361 5. For handicapped standards, varIP9 compliance with "State of ALC �4%rI5 Aloe hybrid 'Blue EIP' Blue Elf Aloe 5 :2' O.C. Full, symmetrical, well rooted 1.41 LOW 0-:2 to. Plmlsh grades of all turf areas, prior to sodding, shall be I" California Standards For Handicapped Persons." and A.M.A. 901 949 . 497 .5471 (Americans with Disabilities Act), latest editions. MODERATE 0.5 below adjacent curb, pavement or header. 1<y RUE PEN Ruellio penin5vlori5 Desert RurMo 5 gal O.C. Full, symmetrical, well rooted :255 \_NN D S C,4,o "7. Provide 2" depth compacted P.O. mulch at all 4. More dimensions are called as "equal", all referenced items A OA DES Agave desert! 1;)C5ert Agave 5 gal :21 O.C. Full, symmetrical, well rooted 5155 LOW 0.2 \,.SIM 0�61-1 shrub/groundcovor areas shall be spaced equally, measured to their center lines. t1r4 HES PAR Hesparoloo parvi?olio Red "llur-'Lo 5 4301 51 O.G. Full, symmetrical, well rooted 4a LOW 0.:2 5. All measurements are to face of building, wall or other Fixed Signature site improvement. Dimensions to cantor lines are indicated. Exp. Dote: 09.30.07 6. Install all intersecting elements at 410 degrees to each other Me unless otherwise noted. �_o CAL\V0 HAROSGAPE LEOENO -1. Project manual (contract specifications) is fully part of these 5�*(MBOL <EYTDETAIL # ITEM MATERIAL COLOR FINISH MANUFACTURE/SUPPLIER Contract Documents. 1"ho Contractor is responsible to fully AALLS 5HEET # to -he with familiarize him/herself with the Spec.(fiaotfoms and have t, m iq him/her at the job site at all times. 3 ENTRY PILASTER CMU WITH PLASTER FINISH TO BE SELECTED BY L 1.4 LANDSCAPE ARCHITECT 1-5 - ENTRY NALL C.,MU$ BRIC,< CAP WITH 70 5r= 51ELECTr=l;�HTEGT L 1.4 PLASTER IF-IN15�4N5CAFE ARZ PAY NC KRCI ROCK 5UPPI-Nr NE ALIFORNIA COL® PH: 2" 1;)ErOMPOSF_C7 GRANITE GRANITE--I E N L 5.5, L 1.3 PLANT MATERIAL ANI:;) 501L AMENDMENT NOTE- At the conclusion of rough grading, on Agronomic Soil Fertility Analysis shall be provided N the contractor and furnished to the 1-4 CONCRETE Ti- Prz 11, MEDIUM Landscape Architect and City of Palm Desert for their review and approval. The Contractor shall install those soil amendments and L 1.3 CONCRETE IOA\/IN(5 C NATURAL 6R ;rr BROOM FINISH fertilizers as recommended I:nj the analysis and as reviewed by Landscape Architect and Clt9 of Palm Desert. 5 CONCRETE BAND CONCRETE NATURAL. &Kr=,( TYPE 11, MEDIUM Note: L 13 BROOM F I N I 5H All plant material shall be reviewed b� I-ondscapo Architect prior to doliv". Contractor shall provide the Landscape Architect 4 5ELOARt;) ME 67A-5r=R.-CvARAC SIERRA 51,11ILMINC-7 fPROPUCT5 SPECIAL PAYERS TOBOANA 5LIESIV M(51= with photographs and specifications of material. Por all trees 24" box and larger, Contractor shall provide photo of each . ........ L 1.3 COMBO I`=A\/r=R!5 specimen. For all trees/shrubs 24" box, Contractor may submit a "representative" photograph, Landscape Architect reserves the right to reject material delivered to the site not previously -approved, or not representative of the reviewed photo-graphs. All L 3.4- FUTURE WALK photographs shall contain a person or measuring pole, address caliper, height and width of tree/shrub. FENCES 4 CATE5 SHE"IN WILLIAMS • Rte-olardloss of previous Landscal2o Architect or owner approvals; the City of Palm Depart Landscape Inspector reserves the r1ohl; G-Ir=NTR.1,i3O PEDESTRIAN LATE STEEL TUBE #17020 FLAT FINISH PRIMED 4 PAINTED to re lest anw and all plant material. L 1.4 SLACK PDX POWDER COAT SHERAIN WILLIAMS Note. L IT ENTRY VEHICULAR LATE STEEL TUBE #'1020 FLAT FINISH I BLACK FOX POWDER COAT All Installation and maintenance shall meet or exceed the City of Palm Desert's "Low Notor Ordinance" and follow the maintenance LIGHTS 1 schedule 4 guidelines established in the City of Palm Desert's "Desert Mora" Maintenance Ouldo, Current Edition. REP. ELr=CTRIC.AL STREET LIGHT It Is recommended that the Landscape Architect tog all plant material stock at the supplying nurseries prior to aellvarg to insure REF. ELECTRICAL TREE UPLI&HT that only the highest standard of stock is being provided and Installed for this project. REF. ELECTRICAL PILASTER LIGHT SION 5**100 OTHERS ENTRY SION <E"Nr PLAN -------------- ---------------- ice ................ .......... ABBREVIATIONS AND SYMBOLS ... ... ... .......... .... 15.57 "iW tsim to ^^ -." • .�■.7•-X ••n .a.wlww `'.. ... 7", 7.7 ------ war, N.A.P. NOT APART- TYP TYPICAL PJEO GUSTO — —-—-—-—-—-—-- FATOG 0 ------------­- 4,�/....../ . ... ....... STD STANDARD VW^ '� ' ," - - ". " �11---------- TYR TYPICAL - -- ------- .... ........ IN", ......... ...0 . . . ..... .. J SAWCUT JOINT CLR These plans have been reviewed by the Coachella Valley Water District in accordance ......... • . ...... CLEAR -a 0 L k Key Plan EJ'Wlffo cc with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. cape and irrigation design in cooperation with the local k CL PA PLANTING AREA EXPANSION JOINT Y requiring efficient lands 10 REVISION ARK NnAmP EQUAL EQ. governing agency (City or County). "Approval of this drawing by CVWD staff does not + R.P. RADIUS POINT nbd X, 9 REVISION constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 8 REVISION CENTERLINE ALIGN installed in CVWD walls, and permanent structure of any kind may not be planted or n encroachment permit 7 REVISION P�,......... -------- ... W4 and USBR casements Or Tight-of-way without first obtaining a ------------------------- 6 REVISION A MINIMUM k ;J VA&WIA. LU CCL CENTERLINE OF COLUMN MIN from CVWD. 5 REVISION ------ ------ -- -­-------------- ............ W. 4 REVISION _0F HDR STEELHEADER & AND PAS DEL CO 3 REVISION Uw0ly W DATE WATER MANAGEMENT SUPERVISOR LU 2 REVISION ..................• MAX MAXIMUM @ AT 1 FIRST CITY PLAN CHECK .a.:- ------------ -------------- - ---------- • ------ ----_------------------•-- TBID TO BE DETERMINED W/ WITH --_--------------------- ------------- CVWD PLAN .9 DEVELOPMENT SERVICE SUPERVISOR LJ WW=MFU" ,rml�;Flm�9 0 r 1 :7 T L.P MFG MANUFACTURERS LA LANDSCAPE ARCHITECT North IIP4/ln.....i-1 r 0"30 1-rim, In' L 11 . , N_� ri Revisions r"i 7, T.W. TOP OF WALL F.S. FINISHED SURFACE NOTE: L- 1 2 NO TREES SHALL BE PLANTED KTHIN EASEMENTS OR L-2 . 1 L-2 . 2 F.G. FINISHED GRADE F.S. STRUCTURAL ENGINEER R1r_-7HT-OF yNA�"5 Scale NTS L-3 , 1 L-3 . Date 8/2/2006 1ST CITY PLAN CHECK 9/25/2006 2ND CITY PLAN CHECK 11/01/2006 3RD CITY PLAN CHECK Phase PHASE 1 Job Number TYWN602 Drawing Title LEGENDS AND NOTES C=3 Under ground Service Agert Drawing Numb r PU Call: TOLL FREE 1-800 227-2600 L=0m0 TWO WORKING DAYS BEFORE YOU DIG SWA Group 7n,-7!cE r=up- 1M'E U 71-A E O 7, SPANISH WALK ENTRY AND STREET LANDSCAPES PALM DESERT, CALIFORNIA Taylor Woodrow Homes,Inc. Emerald Brook,LLC 15 Cushing Irvine,Ca 92618-4220 Te SWA 1:949-341-1200 Laguna Beach Los Angeles � Sausalgo • �� 6',,l,l,l,,0 " San Francisco � Houston Gr Dallas 580 Broadway Suite 200 Laguna Beach CA 92651 Fax 949.494. 7861 949.497.5471 i W W `pNDSCgp F IM F. S P q L S O VAMF OF w � Signature Exp. Date: 09.30.07 • J'�� Date ��P FAV I NG © PEDESTRIAN GATE PLAN ,.. . .., _ ,. _ ,.»,...:;::,:- 5..,,. _•:;" ,Z__, ,,..; is-'--;; 'i \ \ , , , , , �� W \ _ , 1 , i _ , ` _ _ 1 , ..Ca, i t E _ 1 FUTURE WALL : , 2 '• E ; 4 \; „1 , ; } , : , p 2\: � '-'•\_ -`\. -_,__„ - - 1 $j E EXISTING SIDE ALK _ ` EXIST � � � � Q FE �G AND --- �I RDSGA . : , 2 U 54 6 , 2 .. DETAIL , YM 0 KEY I TAM ; t : , , ' , c „ \ E , - ENTRY PILASTER ASTER .. . . • .. . . ... ..... ..'. �-._- ,__-_, :: :�2 --� `: ♦, �; _ w l ENT L 1 ., . O .`: L ` F _ - , _ I11 „ w 2 TRY WA ,.. .._. i _'•:'•.: : i'2' ry E _ .. e �: ,_ .. ,\ ::: ., .,, tom.:;_-_________-______-___._.::; s:,__________________-____:_,::.---.. :��"t_-__==,=,=:':::,:::=:::::_:::::_�E _..,.:.,.,.-.._.,,,- _ . , PAVING @ ENTRY PEDESTRIAI�I G TY _ . iti2 17EGOMPOSED 6 NT THIS HE T ENLAR�EME S S I� SEE � I L 3.3 L ', : O 1 2 .. _ , 2 _ice E , 2 "• a ,;:_ '=��•.��' �...,�\�`•.'. :. •. � : .:' • :� � .' : : '- ..' .`: -,.\"��` • �������. \�, . . --- � � , .. • - - --- --- � , . .. � - - � .. - . . KEY MAP t = t L 1.3 I • - R .i EN R S :� - I -�: w• - -E w • S 5 �i I W? :. w t•.� - WI�E- w' GONGRETE BAND � -�'s w: .� E W W: \ s W: , W, — f — 'QY, _ , i . Uj ... ..........o ....,.....E .,..,....._ ....,....., ... .. ...._ .,,,_.___._,,... . .. ., -- •i. `�,� :=:i`:z=,,, \ 1 . • , , : AVERS. , GIA P . . , . ALL W _ , ENTRY W __ .. • , „ FUTURE WALK `\._ ..�• � . . — :::��\ \�. � .x:r: ��♦,,.2.,:=:a:,.`.:`\� \ �� ,s:��\�`���♦ o H C RAMP ,.,-i=:•�2: ,,.'`�,.`_ ,,•.,,::,. ���:::.._,. 1=ENGE5 4 C�ATES .�; ENTRY PEDESTRIAN TE G "t:� ,� \ � \, \•REF. CIVIL ENG. DWGS. 1 `u\.,,,,.: � �;iu\. \,.: ` ., .\..,...Z.::`��.�.�' � DEL CORAZON II ENTRY �����\`\`�`,•,t,`.�:•__'"' �\�, `` ♦` •,,= t ,c SPECIAL PAVERS PV- „\ ,.,,2: ,_;�.,�»a -- --- - ,� 2�;\. :====4�\,,\.\`<i2:::r„z;22�`,"a: `2�•"\\.\\.a :";;�:2:�,�. ENTRY SIGN, _ 8 ,. .,a, ,:� \�,�\:i=.yi2:,:,.,,�\\#\\.,..._rz ,,,\\�\�_,..,,2.:u»a\\.�\,,..:a.,, ».\. ENTRY PEDESTRIAN `=_ \ ,�z„i„»� \\�,i z2zr ,,,\\\c:v,z= �\\\�\�::::.zr?z:;:e^,\ pie: \ ,iir \ , \ %y\ \..a T7 \\,2Z ,.ice i. „� :\ 1 14 ,,. _ ,,...,.. . ., .,...,. \ i, _ •2. - `\`F ...... .,\�\� ,z„2.\\� i 2,,,. •, 'Ei- NOT O SCALE CONCRETE BAND TYP . . , ...:. ', .. -• r \ .r b \` YP. r� c,= \,: =v WALK, T . , �:" _CONCRE E W i 2`r,. _ ''-:.:eta-'"\ _C i AR \Y VEHIGU 1• ,..�ENTRY L \t 2 , ` , , L 4 .,. , z T N vi`•` , .-. .. , . .. ... :. .. .. . . - . ;`. -•:• '_' \ \`i�:�?eei:dii��' - .1.. ... ..; :.- ":: ••.�' � '. '• �\Z�\Ci,::�ii'i�==2��,� .,2�\\\\`\i;� �?�iiM, \ � \ � `�rh��: L I C�HTS `\., ., �/ . . . . . , ..... .. .. : . ,.. .. .. „\, ,,.`:: w2r� i >;\\,.,,.2_..=.r,r:` ,,,:.:: = � r =z »�\ Key Plan rtr�:a��\�vti', �j.� :,o+,\ +i\~�,z::: - l2= `\ \Z,:C==..•+Z �\ i \ is � iPi=�\ � ,. . \\\\,.,,.iZ� ]\�[) REP. ELECTRICAL STREET LIGHT ``�= ENTRY WALL TYP. W 2 2,2==;. \.,::=•`rM;:a,;,z:��`•_`� x-., .u�..,,.,.�2=2,z2�,\\� • . .,,.:�n S v.... � � �\ � `� \`' ,. ,X=.`fir^ \, `2,�i��, \\ ,;, .:_„�\� \v::ri I `>;ir:?��:a;\,`•:2,'=2 ..:o♦ \\\,siiii�:i��.�\,�\r2 �i�:i����,`�,'i;��`r�';`"�: ''�' ""� •' HANDICAP RAMP PER � � ��� � `° � `_•'_`"`� \�` � � ' _ \`�\2z' �\�� 10 REVISION ENTRY VEHICULAR GATE TYP. CG- , 2:r :. _ =.:-0REP. ELECTRICAL TREE UPLI6HT � E �\,\z.` �;22 �,\\. \•��� =:2:::�\\..i: ,�,.\,., ;�„ _ _ ,��..z `. RIV RSIDE COUNTY � t \\�\z�,\� ..�T\�,�,�=i;���a���, ;T ,�,., : _�~:? .�:n :�:. ��_ ? �:_.� 9 REVISION -2,�ti:� i., ..Z,J\\\ ;i,..� ,,=�Z�\\\2:L2,:,\ .:♦:-���\�{2:ia7 \\�:=t .. `: 2 ENTRY PILASTER TYP. W 1 ":r2�\`\z.`��.::2���;2+:�,\,,, :�__�;?\.•,��:2::2w:,22;;2..�,.\ ;::._:_�:��. \ " _ ' . .z, ",_•`_::,. \�.�::3:=: 8 REVISION . E EGTRIGAL `�,. . STANDARD PLAN 403 ,"\, • � .: ' -. .. . . .. .. . . .. - . .. 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P.� FIRM, p/gE ra. NUMN/V Laguna Beach ..................... ............ Sausalito PV:71 ._D­1, ­--------------- Los Angeles MIA W111111001101100 MR.VIIA No I ............. San Francisco ................ AWNG FUTURE CONCRETE-WAL-K.................... Houston a I a s .......... ...................... ........=--FU.T.URF-...CONCRE-TE--WAL-K.............................................. ......... ................................ ................. ............. ................................... .................... ............ ............ IL ��PV-�3CONCRETE BAND 580 Broadway Suite 200 ................ PAJEO GU TO Fax 949. 494.7861 .......... ------- .. ......... . .............. ...................... 9 4 9 . 4 9 7 5 4 71 ---------- ..... .................... ............ ........... ... ....... ..... ........ ---- .....................------................. 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L 1.5 Phase PERMANENT MATERIAL LAYOUT AT ...... PHASE 1 LANDSCAPE ARCHITECT Job Number f=UTURE- AALK L 3.4 PRIOR TO PLACEMENT OF TMN602 ...... r-ENCES 4 SATES SALES TRAILER CENTER ( FUTURE ) BOULDERS AND COBBLES. ENTR'Y' 10EDESTRI AN r=ATE Drawing Title L 1.4 LAYOUT & L 1.4 r-NTR**r \/EHICULAR &A7E MATERIALS PLAN E Under CM3 ELECTRICAL STREET LleHT ground Service Agert Drawing umber REf4. ELECTRICAL TREE UPL 16HT Call ELECTRICAL f=ILA57ER LI6HT 1-800 I m2 TWO WORKING DAYS BEFORE YOU DIG 5'io OTHERS ENTIR"r SleN 0 SWA Group SPAN ISH WALK ENTRY AND STREET LANDSCAPES PALM DESERT, CALIFORNIA X = PAVEMENT THICKNESS, PER RECOMMENDATION CAST—IN—PLACE CONCRETE PAVEMENT, TYP.. X = PAVEMENT THICKNESS, PER RECOMMENDATION OF GEOTECHNICAL REPORT. REFER TO LAYOUT PLANS, MATERIAL LEGEND, OF GEOTECHNICAL REPORT. Y = SUB—BASE THICKNESS, PER RECOMMENDATION AND SPECIFICATIONS FOR SPECIFIC PAVEMENT TYPE AND FINISH Y = SUB—BASE THICKNESS, PER RECOMMENDATION CAST—IN—PLACE CONCRETE PAVEMENT, TYP.. . OF GEOTECHNICAL REPORT. OF GEOTECHNICAL REPORT. REFER TO LAYOUT PLANS, MATERIAL LEGEND, X= PAVEMENT THICKNESS, STEEL REINFORCEMENT, SET INTO Y" TOOLED EDGES OF PAVEMENT, TYPICAL. AND SPECIFICATIONS FOR SPECIFIC PAVEMENT LENGTH,AND SPACING TOOLED JOINT SEALANT, TYPICAL. REFER TO PER RECOMMENDATION OF CONCRETE PAVEMENT, TYPICAL. SIZE, 1 2" SEALANT DEPTH 1 4 PAVEMENT DEPTH TYPE AND FINISH. GEOTECHNICAL REPORT. SPECIFICATIONS. PROVIDE PRIMER, SEALANT, SAWCUT AT PAVEMENT JOINT, TYPICAL. EDGES REQUIREMENTS PER GEOTECHNICAL 3 16 JOINT WIDTH � � Taylor Woodrow Homes,Inc. Y- SUB-BASE THICKNESS, PER REPORT. 3 8 JOINT WIDTH AND SAND ON JOINT FINISH. OF PAVEMENT SHALL BE STRAIGHT, TRUE, Emerald Brook,LLC RECOMMENDATION OF » WITH NO SHATTER OR OVERCUTTING AT 15Cushing FINISHED SURFACE, TYP. a CLOSED—CELL BACKER ROD, AT 1/8 WIDER CROSSING OF JOINTS, TYP. Irvine,Ca 92618-4220 GEOTECHNICAL REPORT. b THAN JOINT WIDTH, WITH NO BOND TO Tel:949-341-1200 1/4" TROWELED EDGE, TYP. a SEALANT, TYPICAL. ° FINISHED SURFACE OF PAVEMENT, TYPICAL. A Y FINISHED GRADE �.. � "." aQ FINISHED SURFACE OF PAVEMENT, TYPICAL. .<Q Laguna Beach 11 6 STEEL REINFORCEMENT DOWEL, TYPICAL, SIZE, LENGTH AND SPACING REQUIREMENTS P R Sausalito S C G E PLANTING W/2 D.G. COMPRESSIBLE EXPANSION JOINT FILLERLos Angeles L-3.3 MATERIAL, SET AT FULL DEPTH, TYPICAL. GEOTECHNICAL REPORT. PROVIDE San Francisco REFER TO SPECIFICATIONS FOR TYPE. JOINT SLIP—SLEEVE ON ONE END OF DOWEL, Group H o u s t o n Dallas A : ° ")01 _ a SHALL BE SET STRAIGHT AND TRUE. a TYPICAL. REFER TO SPECIFICATIONS. X o e ca n ae' M1 N 4 CY Q a X 580 Broadway — 44 x -a CY Suite 00 a - a a STEEL REINFORCEMENT DOWEL TYPICAL, SIZE, ° ° a Laguna 2 Beach C A 9 2 6 51 � _o. . .a •. . d: .a — C.I.P. CONCRETE PAVING, TYP. � d a a N TH SPACING REQUIREMENTS LE G AND SP C G PER _ _� III-I � �— Fax 949.494 .7861 -III __ __ _ _ _ — _ GEOTECHNICAL REPORT. PROVIDE 6 X 6, 10,10 WELDED WIRE MESH SUPPORT, =III III=III=III=III=1 1=III=III=III= III=III= SLIP-SLEEVE ON ONE END OF DOWEL, -III ill-III-III=III=1 1=III=III=III= III=III= CONNECTED TO STEEL REINFORCEMENT DOWEL 949.497.5471 -) I I III III I I III I I-I I-III=III=I I=1 I III=1II-III-III= II=III TYPICAL. REFER TO SPECIFICATIONS. III-I I-III=III-III-III III=III-III-i I- II=III & SLEEVE. =III I I—III III- BASE MATERIAL I I=I I I I=I I I=I I I=I I I=I I=I I I I=I I MI I I COMPACTED SUB—BASE MATERIAL TYPICAL. =I I=I i I=III=I I I=I I I I M I I- =I I I=I IEE I i= COMPACTED SUB-BASE MATERIAL, TYPICAL. III-I I-III-I I-I i I-III III-III- =i I-I I-I I I- PER GEOTECHNICAL _ _ _ — — — — _ _ � �p,NDSCgpF III=I REPORT IIIiII�II II�FIIIIE] 1►il1I1=1I EIFEi' I111=1 IIII IIIIIiII�III REFER TO GEOTECHNICAL REPORT FOR TYPE III II�II II�II II�II�II�IIiII�IIiII IIiII�II lI�I111=1 IIII II�IIiII�III REFER TO GEOTECHNICAL REPORT FOR TYPE ���,�P�,,sIMPSONq�,� OF MATERIAL AND REQUIRED DENSITY OF OF MATERIAL AND REQUIRED DENSITY OF � �. ti COMPACTNESS. COMPACTNESS. �° 2 (X) COMPACTED SUBGRADE PER EQ EQ EQ. EQ. GEOTECHNICAL REPORTIr COMPACTED SUBGRADE, TYPICAL. REFER TO COMPACTED SUBGRADE, TYPICAL. REFER TO Signature GEOTECHNICAL REPORT FOR REQUIRED GEOTECHNICAL REPORT FOR REQUIRED Exp. Date: 09.30.07 DENSITY OF COMPACTNESS. DENSITY OF COMPACTNESS. EXPANSION JOINT WITH SEALANT (TOOLED) COLD CONSTRUCTION JOINT (SAWCUT) sT Date ��F OF CALIFOR� JOI NTS CONCRETE EDGE LANDSCAPE JOINTS 311 1 11 A 6B SCALE: 1 1/2 = 1 -0 SECTION NTS SECTION NTS SECTION ADJACENT SPECIAL UNIT PAVERS, FACE OF ENTRY PILASTER 4 VARIOUS SIZE, 38" THICK, PRECAST CONCRETE PAVERS REFER TO SPECIFICATIONS FINISHED SURFACE C.I.P. CONCRETE BAND, TOP OF BAND TO STRUCTURAL SECTION AND E.J. - 1/2"X DEPTH OF FLUSH WITH ADJACENT FINISH GRADE. BASE PER STRUCTURAL CONCRETE, SEE DETAIL FOR COLOR & FINISH SEE L-0.0 L-1.3/3A STEEL REINFORCEMENT REFER rYw C� a: " :° TO STRUCTUAL ENGINEER 0-u5 0 <d a as n 4811 LLi w vi 8" TROWLED EDGE @ NOSE, TYP. ALI BASE MATERIAL �III=III=I�I=III III—�I N A GN = — — PER GEOTECHNICAL I III-III—III-I 4 r, ADJACENT ASPHALT PAVING REPORT_ , : . . . 14 ..:L, 4 p A• .. q�<i.. 4 u ' ' REF. CIVIL ENG. DWGS. =III-III=III=1 I w 4 " COMPACTED SUBGRADE: COMPACTED SUBGRADE — — — �' <,. LI � -G. F, PER GEOTECHNICAL III—III—III i WO .• �� "• y �i - -• REF. GEOTECHNICAL REPORT REPORT ' I-III-i I i-III KEY MAP _ _ • , . _ - ,.. . . . . -III-III-III III-I I II�, I I � ILU 41 -III-Ili s 0.�ti I I-I •• <, go,4 '.4• :L, •< G'.' ZI. «. 1 I I COMPACTED SUBBASE - FRsrgr -1 141 REF. GEOTECHNICAL ° 9 0 REPORT �, �o _III- C, LL O CONCRETE BAND ISOLATION JOINT AT ENTRY PILASTER 5 SME: 11 _ 1 11 2 it _ 1 11 FRANK SINATRA 0 SCALE: 1 1/2 1 0 SECTION SECTION NOT TO SCALE Key Plan 10 REVISION 9 REVISION 8 REVISION 7 REVISION 6 REVISION 5 REVISION 4 REVISION 3 REVISION 2 REVISION 2 JOINTS 1 FIRST CITY PLAN CHECK VARIOUS SIZE, 38" THICK PRECAST _ CONCRETE UNIT PAVERS REFER TO — CONCRETE SLAB FINISH TYP. Revisions SPECIFICATIONS REFER TO LEGEND North 1%" SAND SETTING BED STEEL REINFORCEMENT REFER TO STRUCTURAL ENGINEER -- VIBRATED & SAND SWEPT - a.. . • :. :: • ° . . : , . ALIGN BUTT JOINTS, REFER TO " C' BASE MATERIAL SPECIFICATIONS } PER GEOTECHNICAL Scale AS SHOWN :....::.....:..:..::. ::::.:.:: .:.::::. :..::.:.: :.....,.. :::.,..: .:.,._:.: :::::.:.:.:...:....:........ REPORT :",: :,;...:^:::............ GEOTEXTIL EFER TO SPECS — — — — — — — — — E, R SUBGRADE PER GEOTECHNICAL Date II III III-III III III-III - - REPORT 8/2/2006 1 ST CITY PLAN CHECK TED 2 2 2ND ITY P H C MPAC SUBGRADE: 9 5 006 C LAN C ECK 0 -III-III-I i I-III-III-III-III-I / / 11/01/2006 3RD CITY PLAN CHECK REF. GEOTECHNICAL REPORT I - X- PAV M NT T I E E H CKNE P -III-III-III-III-III-I I I- SS ER I I-III—III-I 1 1—� —� Phase COMPACTED SUBBASE RECOMMENDATION OF GEOTECHNICAL _ REPORT. PHASE 1 REF. GEOTECHNICAL Job Number I-1 I I=III=III=III=1 I I I REPORT REFER TO PLAN FOR ON-CENTER Y= SUB-BASE THICKNESS, PER TYWN602 ( I I —III=III=I I (�I I III Ili I ( I 1 JOINT SPACING AND ALIGNMENT REPORRECOMMENDATION OF GEOTECHNICAL T. Drawing Title CONCRETE PAVEMENT SPECIAL PAVERS CONCRETE SIDEWALK TYP . DETAIL 4 11 _ 1 11 11 _ 1 11 _.. 1 SCALE: 1 — 1 -0 SECTION SCALE: 1 — 1 -0 - --� � 3 roG Und��®a�l�d °Q Service Alain Dlrawi g Number 1111�� Call: TOLL FREE 1-800 1 227-2600 � TWO WORKING DAYS BEFORE YOU DIG ® SWA Group NOTE: CONTRACTOR TO I NOTE: CONTRACTOR TO S PAN I S H WALK PROVIDE SHOP DRAWINGS I PROVIDE SHOP DRAWINGS FOR REVIEW AND 2"X 2" TUBULAR STEEL, TYP. FOR REVIEW AND ENTRY AND APPROVAL PRIOR TO — 1 1/2"x 1 1/2"TUBULAR STEEL, TYP. 8 APPROVAL PRIOR TO STREET FABRICATION ORNAMENTAL METAL ARCH FABRICATION NOTE: CONTRACTOR TO 2" X 2" TUBULAR STEEL, TYP. 112"THICK LASER CUT STEEL - PROVIDE SHOP DRAWINGS LANDSCAPES �( ti LETTERS(ARTWORK TO BE PROVIDED PALM DESERT, CALIFORNIA . I BY OWNER,WELD TO FRAME) -11 ENTRY LIGHT FOR REVIEW AND 1 1/2" X 1 1/2" TUBULAR STEEL, TYP. (PER ELECTRICAL) 2'3" APPROVAL PRIOR TO 4, CAST/FORGED STEEL FABRICATION R 4"SQ. / " SPEA BASE :.. �0 3 HINGES WELDED TO 0 FORGED/CAST STEEL SPEAR . " " 3 X 3 EMBEDDED 1/2 SQ. BASE STEEL POST FORGED STEEL VOLUTE 1 \ 1"X 24"STEEL TUBE 5 (3/4"THICKNESS),TYP. '9aGYP. PROVIDE CONTINUOUS WELD FRAME EQ. Q. E E 1 X 2 1/2"STEEL TUBE FRAME " , ON ALL METAL MEMBERS, TYP. O 3"x 3 HINGE = FORGED STEEL VOLUTE M r 3 HEAVY DUTY HINGES 1„ POST RECESSED GRIND SMOOTH `\ (J"THICKNESS)TYP. 1�4 \ \�` ° t` \, \ �► WELDED TO EMBEDDED °,N INTO MASONRY \ \. \\ P , v :� v v' \... \: WALL : :'' ,, STEEL POST f \\ :: 1 , 'I ' 1/ STEEL x I I ! • ; "\'' PICKET TWISTED I INTO MASONRY � " ( ) Taylor Woodrow HomInc.x4 _ _._ 9/16 4 m Q 5 STEEL PICKS ISTE ( ) I t�, ��` 1/ Q FORGED I ALTERNATE 1 � I WALL ', ' T(TW D) \ I 1 m Ses I 1 1 j manufacturer: \ Emerald Brook,LLC FORGED STEEL PICKET 15 Cushing I I \ 9 \ I 1/2"STEEL I � I ,a; '1 I part: I manufacturer KING Irvine,Ca 92618-4220 SECTIONA-A 1 € I I 1/2 STEEL I \ I ARCHITECTURAL METAI 46#11 PICKET(FLAT) I I PICKET ;1 Tel:949-341-1200 /44, . . . >, 1 part: 13-45632-000(flat) j•, I ALTERNATE I $ I I _ I I C I `? ? I CP j I ` I .......................... _.._._..__....... R3-5" I I I I 1/2"X 1/2"SQ. FORGED ;1 , each j } '' _ i � i I STEEL PICKET(flat) I S a u s a I i t o8 0 I $ I ,i I manufacturer: KING I Los Angeles 1 a 4) d I C I ARCH. PRODUCTS I San Francisco I '}. I C I art: 13-45632-000 H o u s t o n part: I I , I , I I'ELEVATION I \ I \ I Dallas 1' I \ I .. I \ �I a las \ I�� I I (4) 1 SQ. STEEL I I I " I 1/4"THICK STEEL ,I I \ I 1/4 THICK STEEL \ I \ I PINS, WELDED I I PANEL WITH LASER PANEL WITH LASER Broadway TO METAL ARCH ------------I r------ ---- I I I 5 8 0 I ? \ " ENTER CUT INSET Suite 200 r -1 I 111 I __:..._.......................... I CUT INSET C I 4 FRAME (EACH I ' j I I I ': 1/4"THICK STEEL -' ' - - - "" -"' ON PANALLagunaBeach c C A 2651 ICI j L B h 9 11 Fax 949 494 7861 ' END) EPDXY SET I i Z1.I LASER R1 -o o I ! o o I j=1tV I ': PANEL WITH I _:: I I I � - I -.......... `��_�: CUT INSET j TOP OF9 4 9.4 9 7 . 5 4 71 INTO PILASTER, I -- ....... ' - -..... - -", _ . 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PLASTER FINISH,TYP. 5 BRICK CAP 2'-Q" 3"x 3"HINGE POST —�2% 2% I��� T IJLJ RECESSED INTO PLASTER FINISH,TYP. 4" MASONRY WALL �`—�` • . . r HEAVY DUTY HINGES 9"x 82"X 1"DECORATIVE 9 U . CONTINUOUS WELD TO PI E \ TERRACOTTA TIL . .•-.' _ /'r WALL OPENINGOST EMBEDDED IN PILASTER �Y 1—" 3" TYP. 1" 1"�' " 3"RECESSEDX3"HINGE PNTO I 1. MASONRY STRUCTURE —\ (4)#4 STEEL PINS 2 - CHAMFERED STUCCO MASONRY PILASTER . 2 1 �: 2 DECORATIVE METAL 91� i I`�� �,,: i ` \ \� ,_ HEAVY DUTY HINGES I [---- - 1CK F ' . I' TERRACOTTA TILE 2 :. :at. '\ .:.';:•°. :Y1`;, VEHICULAR GATE ::: ...:.....:. i W i EETI. . - :..:..:-<::::.:'.:;•.>:.> I! 6 ISOMETRIC VIE (T 3) I - :.::.:::....:.:::..:,;.. . .. . , :; 11 (TOTAL OF TILE,SIGN INSERT _ NUOUS WELD TO POST 1 N WITH COMMUNITY LOGO , i is ? 2'1/2" I (illBY OTHERS)SEE DETAIL I I ti u MASONRY CORE PER . , MASONRY CORE PER _' L-1.4/9 11 ii " GROUT JOINT TYP. STRUCTURAL ENGINEER TYP. ti aYs� : �d9S 9; EQ. EQ. STRUCTURAL ENGINEER . - I ii 1 I . ' u PLASTER FINISHED 1/4"SETTING BED TYP. I' WALL,TYP. 1 ` 1 I PER ONRY CORE s' w iIII' Z; i i STRUCTURAL . . . I} }: ' 1/2 EXPOSED TILE _ cf I I I - v ,: 1/2 CONCEALED TILE I I I I I I ENGINEER �� 3-6 :a :u a . W SCREED,TYP. , I I I i E i . . Q (� l' I li M I I „ FINISHED .. _.. .... SCREE P. .----- -- SCREED . a 3....... EQ. I I GRADE I D TY . 11,... 8° 1 I 1 DECORAT IVE TILE L 3�. CMU, STEEL REINFORCING, - ; WINDOW :..: =._:..:...... I !: DOTING, SUBSOIL+ALL STRUCTURAL I • I I lit.............................._. E........._._. O I - — 3 __.______ J . I a_______________.____ ______________w_..._ '� ITEMS PER STRUCTURAL ENGINEER I I 1 I I I r:.::,- —' ....— ::;: :I, ,. I I FINISHED - -- z:.. c w� t. JZ. �[ I - ----,--- I SURFACE s 1 I . �OTIN i :;. :: .. N ;3%: - e. _.:, W . ♦. ..: .,..... b. - J H i 2E a l ;.. ..:, i.:::...i 1 ..... ..:.:..... ...— i U .._____., ______, ________ ________t _ ..-_____, •�__,_.,. . ; _ ♦. 1. .: EL_ , 7 2 J, , .,.„ , �/ t WF . „ U 1 i'i' ;i _ .. .. ,, .:....,,. 0. .,t. , .. ..... ..: .,.. .,! ... .. _. ;1---- ,__-. ___ � ___ ,_ ..+� , . I. . . ::_ --- - .. a ....... . ..._. � �.' ��:�:?- :::::;;:::: } :::::::T::•�;:,..;} '. M STEEL REINFORCING in H FOOTING SUBSOIL d °. q v d:: U _ -- - . i--:•:, ::i PILA TER CMU STEEL b d S a . ,, , ,_. .......: ....... • d • ..... ,: :_::-1 ALL STRUCTURAL s - . . __. - _ ..._ REINFORCING ,.:_ ....::...,:. I. I 1 ,_.... :._- v ITEMS ARE PER -_-.: ::::: :::::::I::::::::: ! I ::::, ..:;; ::::<; STRUCTURAL _ _. STRUCTURAL ENGINEER .. ,..: :.;.,.....; ,_,__ ___ FOOTING,SUBSOIL e :- : .........: .. , __... - - STRUCTURAL ALL -- - - 2 ;::...,.:.:.:.:.:..:: .:. : . I d „::::: .,; TESL REINFORCING �.;.:. ?!11 .'.,:::is I ::::;::: CMU,S ITEMS ARE PER _- FOOTING,SUBSOIL+ " ' STRUCTURAL ENGINEER Li , 6�� ALL STRUCTURAL PER PER ITEMS ARE PER ...... ,: STRUCTURAL ENGINEER STRUCTURAL STRUCTURAL PER STRUCTURAL EN������������������ W, LL Val I TH DEGOR,4T I VE TILE Oi�EN I NG � (: ENTi�Y 'I L>�STEfi� ENTfi�Y 1NLL Yy I TH 51 GN�'=I 4 3/4'='`O' ELEVATION � 'n'=''-0' SECTION 2(: 'n'=''-°' SECTION I Key Plan rL ti CMU CEMENTACIOUS € 10 REVISION ORNAMENTAL METAL ARCH,TYP. k GROUT PER 9 REVISION PILASTER LIGHT, TYP. ENTRY SIGN \ STRUCTUAL ENG 8 REVISION p PLASTER FINISH, TYP. 7 REVISION --I � \ PEDESTRIAN GATE, TYP. ENTRY SIGN WALL 00 \ � ' 6 REVISION 6 SCREED, TYP. r,.. ENTRY PILASTER TYP. 3 VEHICULAR GATE, TYP. R8'-6° `` ` _ 5 REVISION i MOSIAC TILE SIGN IN 4 REVISION e �� I 4 R4-9 TYP' h ALUMINUM FRAM 3 REVISION TYP tr „ DE TIVE TILE PENING cJ CORA O 22 \\. �� 3 #. PROVIDED BY OWNER 2 REVISION 3 ; . . , :i >;::..;: , , > " ` , ? ,+�. �, �,,.. ,\ \, �,�.,:: �,��`v, 1 FIRST CITY PLAN CHECK \, 1. . \ .� .ate..... \ \ : , : , , : , , \ c ,\ „ ; ; \ ,,yam ., �. .? .\ ;, � - �, \. \.,, MO IA AL MINI M ..:::,, . , ,,,, r,. , £.. , ,, „ r . , ., \ .\ \. \ �.,, \., ,,. <\`, \-. \., fi\ 1. .�' `�, \ •>,\_ 1,�`.� "� � '� \ \v, •.,., ,...,., .,gyp,, .,. ;�.,�,�\.\,.\_,\..a_.,.,,,,\�..:av< �::«�:,\., �`...�:.\_ \,: .\� .\_•:�.. \ \ a. 1.„ .... �. a r „! a 9 S 3 -� FRAME :.<:::; _ u i1 , ? - Y Y l ti � — 4 6 i Z J :1 V J !: K h F - 1 K ins - � .a ReVIS O iCD .1\ a i n i �. 1 `i v $ ti V J ,. di. 1 ti C s i 9 K iit Z 11 — i i c r — 17 VJ — �t t tii 11 Z v i `} — \::;.? 3 iii C i 11 11 :v v C r EMENTi I R T \':..r Nor th x Q Z t T C C OUS G OU \::..n :$? , Z V , :\'ii i \::;!; l ti Y t :Q l' v I. v i i 1 3 i i a :a: .. _._..:: ; M Y y Y , 1 , , it , �. , ,. ., , h , \ \ \ , \. , , \ .. , ,. ::! .,..... .,........, ,....,...,. ......, .. ., }: ,>: is ., ., ;; ::; i; ;y: :;i .,. .. i .. ., n „ .. ,. ,. ,,< CMU BLOCK PER ;; ><' ._,r::::,. ` ,:<:> STRUCTUAL ENG. *;�`"f" 1`" Scale AS SHOWN E L E VAT 1 O N 5�-4" +/- 2' 3'-9" 2'-X' 2' 9'-9" 22'-0" 13'-0" 22'-0" 10 8-8 +/- (9) ALUMINIUM ANCHOR Date PINS, EVENLY PLACED, :, '` ,:wi>.. 8/2/2006 1 ST CITY PLAN CHECK WELD TO FRAME �,` ?"�'' 9/25/2006 2ND CITY PLAN CHECK .'' ., 11/01/2006 3RD CITY PLAN CHECK 7 }'` '`' Phase ORNAMENTAL METAL ARCH 8 6'STEEL PEDESTRIAN GATE e };; o _:.,..,_; „_„� w?: 8 PHASE 1 SEE SIDEVIEW FOR MEMBER SIZES. e ORNAMENTAL METAL ARCH SEE SIDEVIEW _ '"r Job Number FOR MEMBER SIZES. e ,.? 2'X2' PILASTER WITH (�� 6 5 6 TYWN602 BRICK CAP AND \ / STEEL VEHICULAR GATE � ENTRY SIGN WALL � STEEL VEHICULAR GATE e PLASTER FINISH �/ M---------1�000000MIMMIll ---- .---....�----- .. :=="�'�'�'---,I 1 1 1 1 1 i � I I I I — (�� . IA I N EGTION OS GSC� 5 Drawing Title ......... ......._........_—.......----...........--....._.-.......... ..-------' � \—DECORATIVE TILE 4 SECTION ENTRY GATES AND WINDOW e ENTRY LIGHT 3 ON PILASTER � WALLS DETAILS PER ELECTRICAL TYP. PLAN VIEW �u - ) 0�c-aye yo Un�IeIr ground a- service Alert Drawing Number I a o I nn� Call: TOLL FREE -- ENTRY W>�LL AND C��TES �T C�E�ZZ/�LD OiZD f_ I/4"=1'-0" 1-800 � --- _--_ ,- ! (D 227-2600 =L �� 1 TWO WORKING DAYS BEFORE YOU DIG ® S WA Group 1 - STUCCO SCRATCH COAT S PAN I S H WALK --- - COLORED FINISH COAT TOP OF WALL ENTRY AND -- EXPANSION JOINT THR( STREET 4"X 8 1/2" BRICK CAP �'N . GROUT TO MATCH ARCH. LANDSCAPES SPECIAL 4"X 11 3/8" BRICK CAP PALM DESERT, CALIFORNIA GROUT TO MATCH ARCH. GROUT SETTING BED CMU CAP LINE OF PLASTER WALL BELOW 3., BOTTOM OF BRICK CAP UNIT 4.0 3/8" GALVANIZED EXPANDED FLANGE GROUT SETTING BED CASING BEAD 3/8" GALVANIZED EXPANDED FLANGE CASING „ 1„ BEAD ALONG EXPANSION JOINT FACE OF CMU �f t t 82 3/8" SCRATCH COAT 114" COLORED FINISH COAT 3/8" GALVANIZED EXPANDED FLANGE — -- -- -- -- -- -- — — t t CASING BEAD 2'-21"4 1'4" 3„ 118 I t _: ' Taylor Woodrow Homes,Inc. ; :. AV Emerald Brook LLC -- -- -- -- —' '— t ► WEEP SCREED @BOTTOM OF WALL-3/8" - 15 Cushing BASE OF FLANGE :• '.: . '.:.ti:: '�';.;....::-::<f.::..: s t t GALVANIZED EXPANDED FLANGE CASING '•. `•. '. Irvine,Ca 92s1s 4220 t CASING BEAD Tel:949-341-1200 BEAD, PUNCHED (AT BASE) SFC BY __ '�• STOCKTON PRODUCTS, OR EQUAL CMU WALL , ~ t t BOTTOM OF WALL 1" I t 2 t :...• Laguna Beach Sausalito I Las Angeles I 3- San Francisco FRONT VIEW Houston 2 EXPANSION JOINT 1„ D a l l a s t I F.S. 2 CMU WALL Suite Broadway 113° Suite 200 ALaguna Beach CA 92651 EXPANSION JOINT MATERIAL Fax 9 4 9.4 9 4.7 8 61 BACKER ROD 949.497. 5471 EXPANSION JOINT SEALANT FACE OF CMU WALL , 3/8" GALVANIZED EXPANDED FLANGE ��o�P s�iMPAo Fq� BRICK WALL & PILASTER CAP CASING BEAD ALONG EXPANSION JOINT CMU WALL ��, S N �! PLAN FACE OF CMU WALL 3/8" GALVANIZED EXPANDED FLANGE 5 SCALE. 1 - 1 -0 CASING BEAD � Signature �� Exp. Date: 09.30.07 2 Date ��P TF OF CAUV0� SECTION -- PLASTER TOP VIEW NOTE: ALL EDGES TO RECEIVE PROTECTIVE LATHE. PLASTER FINISH 3 N.T.S SECTION 1 PLASTER JOINTING 2" X 4" X 11 3/8" BRICK CAP GROUT TO MATCH ARCH. PLASTER FINISH & COLOR TO 'A-A' 3/8" SCREEDED JOINT, MATCH ARCH. PAINT CMU TO MATCH PLASTER COLOR ...._..............................._.....: 11 ..... •. •: .-' . •' WALL , . " . PLASTER ON 12" SCREEED JOINT, PAINT CMU TO MATCH N PLASTER COLOR 1/2" FINISHED SURFACE ' PLASTER ON WALL FRONT ELEVATION 3/s" 4 WEEP SCREED AT BOTTOM OF WALL = PEDESTRIAN . . . . .. - PAVING ° CMU WALL METAL SCREED _2 `� 4 Q SCREED @ KEY MAP EVERY CORNER FINISH SURFACE a s° E.J. @ SITE WALL, i .a Q FULL DEPTH ELEVATION — E — — STRUCTURAL — STR LL 2" X 4" X 11 3l8" BRICK CAP SECTION AND BASE PER CIVIL --- GROUT TO MATCH ARCH. ° SECTION A-A' i I I I I �- �� FRANK SINATRA NOT TO WAM 1„ • Key Plan • STUCCO FINISH & COLOR TO PLASTER PAVEMENT f_ MATCH ARCH. 10 REVISION 2 - SECTION 9 REVISION Z SCALE: 3 - 1 -0 o 101 8 REVISION a 7 REVISION PLASTER FINISH 6 REVISION Lu BRICK CAP 5 5 REVISION a. • GROUT SOLID ALL CELLS 20' MAX 3 Cn - 4 REVISION 3 REVISION Of 10" X 12" CMU BLOCK ��� SCREED 2 REVISION • 1 FIRST CITY PLAN CHECK FOR REINFORCING REF. STRUCTURAL DWGS. NOTE: . . Revisions ADJACENT C.I.P. CONCR E • METAL SCREED 1/2" FROM F.S. PAVING • • • . - . • ' ' •.' EQUAL DISTANCE JOINTS North FINISH SURFACE METAL SCREED 3 FROM F.G. � IN WALLAS NEAR 20' O.C., • EXPANSION JOINT, FULL DEPTH z MAX, AS POSSIBLE FINISH GRADE o AS SHOWN Scale : . ..-- Date -... :-- U T CITY PLAN CHECK • 9/25/2006 2ND CITY PLAN CHECK -� � to 11/01/2e00 6 3RD CITY PLAN CHECK -'j— COMPACTED SUBGRADEPHASE 1 LU Job Number SCREED @ 3" ABOVE F.G. ........... Drawl the ::::::- F.G. n9 : . . WALL& STUCCO DETAIL �. PER STRUCT.ENG. ...... SECTION ��FORE roG Mnd•r®a��ad I I PLASTER JOINTING servOce A�er't Dt�awir'g Number WALL W/ MASONRY CORE PLASTER �� 1 ELEVATION Iliii�� Call: TOLL FREE 4 „ _ ,1 SECTION/ELEVATION N.T.S. _ SCALE: 1 1/2 - 1 -0 1 800 227-2600 L= 1 m5 TWO WORKING DAYS BEFORE YOU DIG ® SWA Group