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BPOL2019-0043 Revision 1ta Qa�tra ---- ( a (FORM 1 -- Fe-0 r COQ N-IrIjL FLAN LOCATIQN: ProjectAddress: Project Description: APN #: Pk- Applicant Name: S,4Rc Address: City, ST, Zip: Telephone: Email: Contractor Name: ,� 11 tJ S, Address: 7yM�- City, St, Zip `"� q Telephone: 760 — s 610 c/o ey State Lic: City Bus Lic: Architect/Engineer Name: Address: City, St, Zip Telephone: Email: State Lic: City Bus Lic: Property Owner's Name: Address: City, ST, Zip Telephone: Email: EU ksloo 4- .3'-,XP4/71-00, Valuation of Project $ New SFD Construction: Conditioned Space SF Garage SF Patio/Porch SF Fire Sprinklers SF Construction Occupancy: Grading: Bedrooms: I stories: J # Units: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 w w U w C" s N O a Revised pool location plan Pennit #BPOL2019-0043 1 ►• �u LOT 41 am.mFwa'a°"'a (PAD=993.2� (v.ewf ei n,E of PA rlr°1`.1- I 1 �'i ' _ .i"• - ' 1 PA , L _ E tA •i i i rA -� - I .N .A li Tr.: - :r z' rum t � �• �i Sao- LiAlLe- . - _ _ n s� � Q - . Fer pxue. 1..:_. �• i. �b •? 7y.r:a 7. S - IOTv�•n ' Q - Fe ' �._: IT�Y OF a 1NTA a ; ' 5 8UIL l D ISION �- I�1V FOR �o E M' L1ANCE Z � MASONRY WALL NOTES Q v 0 CONSTRUCTION NOTES FINISH GRADING NOTES - I y i 1. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS 2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH O; 350D PSI AT 28 DAYS 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE INDICATED 4, VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIAL, PRESATURATION, ETC FOR WALKS, STAIRS, WALL FOOTINGS, ETC 5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE GOVERNING CODES AND ORDINANCES 6. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 1/2" THICK, COLORED CONCRETE -INTEGRAL COLOR, EXPANSION JOINTS, AT 8'-0" O.C., UNLESS OTHERWISE INDICATED 7_ ALLOW FOR ADJOINING CONSTRUCTION B. PAVING AND CONCRETE SUBCONTACTORS ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND CONDUIT UNDER ALL PAVING PA ��wRf���II�:�:bir..::�nrS •:=_v:r: -araY �■rr;I•".Y.lvyr.i�� 111 IOU LEM it IIF 1� LLi� Iw �wA■,■nil 1 ■ ■ ■ i 1IN - r o r ■•inn ■ ■ n r■ n u■ i i r■ K� c ,a ■c) 1�11 �"Ilr�1■aMa�_�n■F Jp■� ill j'j, I i� Irai: �;=� �:I a" u ■ ry I� t� _. Ef •' �� ■ � III,,.. li isr......�eeeeee{�w1nw■■■■1R�iuticaal�Sw,��..- a ■ i ■ ■ 1 S _ �= • !I il' a■ a■1 a �w � + r' e I 1 3 rl ! .0 , II ■I d - a ■ a ■ a r I I 1 ••r ■ ■r� w ! w 0 . 1 w ■ ■ ■ s ■ i w a■■ i ■• I■ 1 l 11 -_I I LOT _.I ! Ic ■ - a■ .■ ■ 1 ^E ^a ■ a a a ■ ■ u 1 •e• ■ a ■ a ■ r ©i L SLOPE ALL DRAIN LINES AT A MINIMUM OF 1/2 % 2. ALL DRAIN LINE JUNCTIONS AND CHANGES OF DIRECTIONS TO BE MADE WITH 45 OR SWEEP TYPE ELLS 3. PROVISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING PLAN 4. HOLD FINISH GRADE 1 T" BELOW FINISH SURFACE 5. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN - 27. PREFERRED 6. SLOPE ALL FINISH SURFACES AT A MINIMUM OF 1% TO DRAIN 7. ALL MATERIALS AND WORKMANSHIP IS TO CONFORM TO GOVERNING CODES AND ORDINANCES S. SLOPE IN LAWN AREAS IS NOT TO EXCEED 3:1 9, HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALLS, 6" BELOW FINISH FLOORS OF SLABS AND 12" BELOW FINISH FLOORS ON CONVENTIONAL WOOD FLOORING 10. PROVIDE DRAINUN'E CLEANCUTS AND/OR CATCH BASINS AT A MINIMUM OF 50' O.C. OR AT EVERY CHANGE OF DIRECTION. 11. HOLD INVERTS ON DRAIN LINES A MINIMUM OF B" BELOW FINISH GRADE SURFACE 11 RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE CF 1:12 OR B.37, GRADIENT 13. PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 CR 5% GRADIENT 1. GROUT ALL CELLS PATH STEEL SOLID - IF RETAINING, GROUT ALL CELLS SOLID 2 GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF (1) PART CEMENT, (3) PARTS SAND, (2) PARTS PEA GRAVEL 3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF (1) PART CEMENT, (1/2) PART LIME PUTTY, (4-1/2) PARTS SAND AND SHALL CONFORM TO A•ST.M, C270 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO AS.T_M. A615 GRADE 40 5. CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INCREMENTS 6. ALLOW FCR ADJOINING CONSTRUCTION 7. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES B. ALL STUCCO OR SLUMPBLOCK WALLS TO HAVE OPEN HEAD JOINTS AT 32" DO AT FIRST COURSE A30VE GRADE FOR DRAINAGE 9. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL (95% RELATIVE) 10. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES ALL RETAINING WALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 11. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS 12. MASONRY UNITS SHALL BE GRADE N-1 CONFORMING TO AST,M. C-90, AND MANUFACTURED IN ACCORDANCE 'MTH CONCRETE MASONRY ASSOCIATION STANDARDS 11 PORTLAND CEMENT SHALL CONFORM TO ASTM C150 14, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 P.SL AT 28 DAYS 15 PROVIDE EXPANSION JOINTS IN WALLS AT 25'-0" O.C. MAX, Ir. WALL FOOTINGS TO BE CONTINUOUS UNDER GATE OPENINGS Nloor(anf NoBca - UndeLZmd_5mocn R1eri w,b elv d eda eP..e .! e Y satin . 1M+1r Fa■.k MY4rtl t Alba exl6--eal .f ax Cneemr 8i RbEa44 m+,yttllx a.n4[eYe W G'»y1N t>• uWrt,e wH m0 xlriMe r,gv�e@j R.' mw. rnp AY amAlk"F aro1 NI Fnl^ tl r of 11■w1RL NdrGg nIeIY 7 W p.lv. ++41sd rG+�Ay'Im Meal.• e,.., e.p.. d pnwl>< Laq va rw^p�^I >DdI >r „� r qpp �pi�dY and ,wl ne Renek In Y d a" ,r'` A.'"''" l>M d I m'w" y ,d d l dqW. b SEE SHEET L-5 FOR CONSTRUCTION DETAILS firM�re� =�� ^a Serb lM dee10+ pralea+imal hm 1h6 from mY t aN I�NY red a dleyed, tit ean.e<lan MN arc NYl F-RFI e! 1•N- (p v,plip /tp p.fe,mmw of .vL. m Ih� prv}cl, e.cgliq IIrD:iIY .IJ,9 6cm the wle nylgnca el deiq, HIE V. 44 pralnebcd FINISH MATERIAL SCHEDULE 1, POOL STOVE SCAPES TOUCH OF CLASS SERIES FRENCH GRAY BOND BEAM TO BE VENEERED WITH Salt k Pepper lx1 Al2 (1) FROM NPT 2. PCOL SPA & COURTYARD SPA: STONE SCAPES TOUCH OF CLASS SERIES FRENCH GRAY 8 UPPER BACK JETS, 4 LOWER BACK JETS AND 4 CALF JETS AND 1 LIGHT SPA : BOND BEAM TO BE VENEERED WITH Salt h Pepper 1x1 Al2 (1) FROM NPT 3. PRIVATE SPA : STONE SCAPES TOUCH OF GLASS SERIES FRENCH GRAY 2 UPPER BACK JETS, 2 LOWER BACK JETS AND 2 CALF JETS AND 1 LIGHT A POOL DECK AND SIDE PATIO SURFACE23"5/8X 23"5/8 NATURAL STONE SURFACE OVER 4" CONIC, SLAB 5 COURTYARD SURFACE: 23"5/BX 23"5/B NATURAL STONE SURFACE OVER 4" CONIC, SLAB 6. DRIVEWAY / WALKWAYS: STANDARD GRAY CONCRETE SEEDED WITH 3/4" SMOOTH BLACK MEXICAN PEBBLES 7. MOTOR COURT: PER GORDON STEIN 8 OUTDOOR SHOVERS: BUILT IN SHOWER BENCH TO BE VENEERED TO MATCH SHOWER SURFACE CONTACT CORDON STEIN FOR ADDITIONAL MECHANICAL INFORMATION 9. FIRE PITS: CONTACT CORDON STEIN TO ORDER ID- FIRE TROUGH IN REAR OF POOL: 1" TO 2" BLACK MEXICAN PEBBLES OVER 1/4" GRAY GRAVEL - NOTE: THE FIRE ELEMENT IN THE REAR OF THE POOL IS THERE PER OWNERS REQUEST AND DIRECTION AND WAS INFORMED OF THE POTENTIAL FIRE HAZARD, ESPECIALLY IF LEFT UNATTENDED - LEGEND �A ILCA1f5 ALFLM ��rPKAIEf SMQT IaN3G1 �MIrAffS OEYA�i B I _5 IOCAlE3 SLTI raliR P.A, -I+rRr ,■A REVISIONS +SHEET " L-I '0 0 10' 20' 40' DATE: 10-31-18 I NORTH SCALE: 1" = 10'-0" CONSTRUCTION H S•r (21 2 N �r 3 +SHEET " L-I '0 0 10' 20' 40' DATE: 10-31-18 I NORTH SCALE: 1" = 10'-0" CONSTRUCTION H S•r (21 2 N �r 3