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13-0534 (RPL) PlanCONSTRUCTION LEGEND: Q AS MEASURED FROM PAD GRADE 6'-0' HT. MAX. X 8' WIDE REINFORCED CONCRETE BLOCK WALL WITH PLASTER SIDES AND CAPS. ON PROPERTY LINE WALLS, PROVIDE AN OFFSET FOOTING ON PROPERTY SIDE OF WALL WHICH MEETS OR AND US. IU FOOT NGS TEXCEEDSCO E PLACED BELOW BUILD NG PAD REFER TO F CIVIL ENGINEERS PLANS FOR TOP OF WALL ELEVATIONS. REFER TO DET. E / SHT. L3 FIRE ROCK PIT - REFER TO DET. L I SH. L-3 PKUVIUE ALL PLUMBING FOR GAS RING. SET INSIDE GRAVEL ROCK WITH LAVA ROCK. REFER TO DETG.AI /TE SHTI. L3 LOCKING HARDWARE ® FLAGSTONE ACCENT PAVING QUARTZITE STONE �- RBEFERQU - GEE ISD. A /IS COUNTER 42' WIDE DCS GRILL OR EQUAL © SPA. PEBBLE SHEEN PLASTIR. RANDOM QUARTZITE AT WATERLINE -HONEY OUARTZ-POURED CONCRETE CAP. STEPS AND BENCHES AS SHOWN. STACKED BOULDERS OVER BEVELED GUNITE DAM WALL. COHTRACTOR TO SUMS SHOP DRAWINGS FOR APPROVAL OF ALL MATERIALS. REFER TO DETAIL D/L -3 Q ENTRY PILASTER - 66' H PER CITY OF LA QUINTA STANDARDS LEDGER STONE VENEER BROWN/ BUFF COLOR OR EQUAL. REFER TO DETAIL. B I SHT. L-3 COLOR TO MATCH ARCH - coHuaHe Moone a a��mHN H«n ros cavic,®seeR,� I I e, sme�anM Rere�ww e• P QA pIAIH FR 1 R®t w Hvie roans � mac.■ uu;s ro Hz weo�i®er eiwcwK ee. A PILASTER WITH POT iGD MTi ® CRESTA BOULDER SET 1/3 BELOW GRADE SIZE PER PLAN ® POTTERY TO BE SELECTED OWNER '. AVAILABLE AT EFFIE'S GARDENS Q9 STEEL HEADER- TYPICAL BETWEEN GROUND COVER AND TURF ® COLORED CONCRETE PAVING - COLOR IU B ROOMUFF' SCORE AS INDICATED ON PLAN W/ MEDIUM BROOM FINISH 'AE ��R 4 4�;zla: AREAS REFER TO DET. H / SHT. L-3 ® POOL - GUNITE SHELL WITH PEBBLE SHEEN PLASTER SURFACE. TILE 70 BE SELECTED BY OWNER - AT WATERLINE. THREE ® ARTIFICIAL TURF FOW DOG RUN AREA f S SPECIFICATIONS IINPSTALLRIARTE (3) SPA BRITE LIGHTS. PROVIDE EQUIPMENT LIST AND SHOP OR DOG USE I MOINDP G \ DRAWINGS FOR REVIEW AND APPROVAL. ® 3- THICK DECOMPOSED GRANITE PA'I H'PALM SPRINGS GOLD_- OR EQUAL 3/B' EDGED WITH TREX HEADER- PROVIDE WEED I BARRIER ® FLAGSTONE PAVING STEPS QUARTZITE STONE ON GRADE ® PILASTER - 5'6' HT PER CITY OF LA QUINTA STANDARDS - m STUCCO FINISH TO MATCH ARCH. REFER , p; TO DETAIL. C I SHT. L3 1 1 5 V1T WALL \ �� ® 7yyHT. TO MATCH ARCH. ' I ® C RFINISH �WALL �WITH gSTUCCO ECMU ' REFER TO DETAILTB / SHT_L-2 MINED 1 1 ®- CMU PLINTH " 36' W X 16'H X 36'L • 4 TOTAL pC UTALL-� ® REFER TO DETAIL. A / SHT. L-2 - / UIQ =ECFV. FAN all EX ROSES p�0�0� lO � Or LOT 247• 1' I78365 HIGHWAY III TR F 29494-2 (1ST AMEND) PAB 332 ••� • ,� :: • • 92253 v • LA '[ICI 2754RL (760) 777rno -91310)777-9132EX. COLUMN eld J EX NRF MIH Hs DA AT 14' OL rc•r'Mmv%rowHo %mor oRAHa ra Hort cwe� aTwvvA� ®Rs�P'�Bs�P� -14 :=am lip �c� rte/ �MW 1• F!, 1 ��. �r9�' O EX WALL --- WALL B /%�-j 1 2941STTR-3 X B MB ?j7 - X X El 77 0- 5 B B B FAGPE=1014.3 HIBISCUS ROB. ITA,^ n I BUTIA GAP XYLOSMA BOTTLE TREE MEDITERRANEAN FAN PALM SHRJB FORM BOUGAWLLEA W\old-L co -HD ertaHr (/ D9GT m/e■n.E K mmee ON 100FLTH1H a tu 'AE ��R 4 4�;zla: n%3 1 ►1 �IB�j�: :TR&9494-2 i --_ 1 I I MOINDP G \ ��•�LOT 248 (IST A y4 \ I \ / / 5 m EXTEND INTER: IR FLOOR FINISH , p; MIT 'IT TO VERANDA L:OMRIT 1 1 5 V1T WALL \ �� � � O/ .■` ' I EX NRF MIH Hs DA AT 14' OL rc•r'Mmv%rowHo %mor oRAHa ra Hort cwe� aTwvvA� ®Rs�P'�Bs�P� -14 :=am lip �c� rte/ �MW 1• F!, 1 ��. �r9�' O EX WALL --- WALL B /%�-j 1 2941STTR-3 X B MB ?j7 - X X El 77 0- 5 B B B FAGPE=1014.3 HIBISCUS ROB. ITA,^ n I BUTIA GAP XYLOSMA BOTTLE TREE MEDITERRANEAN FAN PALM SHRJB FORM BOUGAWLLEA W\old-L co -HD ertaHr (/ D9GT m/e■n.E K mmee ON 100FLTH1H a CITY OF LA QUINTA BUILDING & SAFETY DEPT. CONSTRUCTION NOTES APPROVED 1. REFER TO PRECISE GRADING PLANS FOR ALL DRAIN LO TIONS 2. ALL CONCRETE TO BE 5.5 SACK MIX TOOBTAIN 'AMINIMU A FOR CONSTRUCTION COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS 01 HERWISE INDICATED p 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED OIP^ee �jt3daBY REINFORCING. BASE MATERIAL. PRESATURATION, ETC F R WALKS, STAIRS. WALL FOOTINGS, ETC A++rt 5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE ^E °I"•` uvroHx O....e.. GOVERNING CODES AND ORDINANCES Hn D.oH H@�..auT.c ROCK 6. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 12' THICK CONCRETE WITH EXPANSION JOINTS, AT 8'-0' O.C. UNLESS e • HauHHAu� OTHERWISE INDICATED. M+N+K eAS H11E01 7. PAVING AND CONCRETE SUBCOHACTORS ARE 70 COORDINATE AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR uerotuv �iaMva'iaHz�EruerTn AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND -AMI$29 - SECTION. CONDUIT UNDER ALL PAVING. m' O• IHS' 34' r Q O QN CmLo icwoUr, Q 0 fi co D ^v m I � Z` a Q� W 4 aNLl =� O1- W p U�wg RLMSI WTE er R F OF C1 CONSTRUCTION PLAN Ommm JE GRATIN JE CNECMm DATE 9/14M sc" XHB Ha. SHEET L-2 OF • SHEDS ROT DATE. M4IO tu ---�, o i --_ 1 I I MOINDP G \ \ \\\ I I1 A y4 \ I \ / / 5 m A 2' , p; �• 1 1 5 V1T WALL \ �� � � O/ 3 ® / DG PATH i O E. Nfvr \ (5r 01 13 j\ XYLO A AN! // AFR P IS �11 ,ME CHILEAN ME 3 _ BOTTLE TREE PHOTNA AFRIC AN SUMAC �—CITRJS TREE CITY OF LA QUINTA BUILDING & SAFETY DEPT. CONSTRUCTION NOTES APPROVED 1. REFER TO PRECISE GRADING PLANS FOR ALL DRAIN LO TIONS 2. ALL CONCRETE TO BE 5.5 SACK MIX TOOBTAIN 'AMINIMU A FOR CONSTRUCTION COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS 01 HERWISE INDICATED p 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED OIP^ee �jt3daBY REINFORCING. BASE MATERIAL. PRESATURATION, ETC F R WALKS, STAIRS. WALL FOOTINGS, ETC A++rt 5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE ^E °I"•` uvroHx O....e.. GOVERNING CODES AND ORDINANCES Hn D.oH H@�..auT.c ROCK 6. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 12' THICK CONCRETE WITH EXPANSION JOINTS, AT 8'-0' O.C. UNLESS e • HauHHAu� OTHERWISE INDICATED. M+N+K eAS H11E01 7. PAVING AND CONCRETE SUBCOHACTORS ARE 70 COORDINATE AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR uerotuv �iaMva'iaHz�EruerTn AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND -AMI$29 - SECTION. CONDUIT UNDER ALL PAVING. m' O• IHS' 34' r Q O QN CmLo icwoUr, Q 0 fi co D ^v m I � Z` a Q� W 4 aNLl =� O1- W p U�wg RLMSI WTE er R F OF C1 CONSTRUCTION PLAN Ommm JE GRATIN JE CNECMm DATE 9/14M sc" XHB Ha. SHEET L-2 OF • SHEDS ROT DATE. M4IO