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HomeMy WebLinkAboutCT 15-04; THE GRAND MADISON; Site PlanDOWNSPOUT STRUCTURAL WALLS WITH WATERPROOF MEMBRANE 18" SOIL/GROWING MEDIUM MIN. FILTER FABRIC------- GRAVEL (3/8" TO 5/8") OR OTHER,~---....l_}!y APPROVED MATERIAL PLANTINGS 3" ROUND GRATE OVERFLOW SET 2" ABOVE SOIL RESERVOIR-2" MIN. SMOOTH CONCRETE SEAT WALL CAP. ~~ PERFORATED PIPE. ------j-:ij TO RUN LENGHT OF PLANTER L-"'---'--""".,,'"i1"", "_re;,, r.,.c.J • •,~. -~SUB-GRADE OR EXISTING SOIL OUTFALL PIPE DETAIL FLOW THROUGH PLANTER AT GRADE NOT SCALE DOWNSPOUT BUILDING WIHERE OCCURS ---... STRUCTURAL WALLS WITH WATERPROOF MEMBRANE 18" SOIL/GROWING-~ MEDIUM MIN. FILTER FABRIC--- 10" GRAVEL (3/8" TO 5/8") OR OTIHER -;;-----l:1 APPROVED MATERIAL 4' CLEANOUT WITH WATERllGHT CAP ABOVE PONDING DEPTH I PLANTINGS 3" ROUND GRATE OVERFLOW SET 2" ABOVE SOIL RESERVOIR-2'' MIN. SMOOTIH CONCRETE WALL CAP. ~- PERFORATED PIPE. -----t L '-'cf-:!:~'"+¥-'!'~'!:~~-'---'---'- TO RUN LENGHT OF PLANTER OUTFALL PIPE AT LEVEL OR DOWN TO BELOW GRAVEL/SPLASH BLOCK DETAIL FLOW THROUGH PLANTER AT FLOOR LEVELS NOT TO SCALE \ ( 1 I I I I I I I I I I I I I I I ' \ ' ' .,i. .. . \ '[; :·f ' \ I :, i i .,-/-· cs; /----.. 7·"~:~:::· .. I I .>r:":?:Ji1.'::,:·::, -==-=-==/r SITE PLAN SCALE 1" = 10' ' \ \ :zz;;,;F'L!-C":: ---A:-::1;:+,A~ ·r CO~lGf<f I?:. EXISTING PARKIN6LOT i;!\,:';:"";", n:;;;: \ . \' 0 \ I 5' NORTH 10' 20' ii (W) I I • I/ V '•. ~111 I' I I', - 11 ! I I (I-' I I I I I I I I I 'I I· .. ! APPROVE~CCt5;% THIS IS THE APPROVED ~:!Y~ ;--1AP/SITE PLAN FOR PROJECT NO. ___ PER CONDITION NO. (p OF PLANNING COMMISSION RESOLUTION NO. 71(6 5~ 1--£~ N[NGDMSION BNGINEERINU DIVISION DATE L I l)•U4 / Kr l!>·Ut> MAA Architect1 s 217 a 8 a I k "A, t nut, Su It t 215 0 Carlsbad, Callfornla 92008 r.780·431-7775 P.780-431-7585 z 0 V) -0 < ~ 0 z < ~ lJ LU :c ~ PRELIMINARY -NOT FOR WN5T. 4(.l0/I5 Fro Ject, THE <>RAND MADl50N Al.I Revision,, Le,, PLANNIN& REVIEt'I I b-I0-I5 A:, PLANNIN& REVIEt'l 2 1-14-15 & PLANNIN& FINAL ~-14-15 &,, GOMMl55I0N MODS 11-2-15 Sheet Title, SITE PLAN Sheet l-l;mber, A1.1 , C D i 2 Ci) 2 C: s: ID m D C D ~ 2 (i) 2 C: s: OJ m D CJ I 2 Ci) 2 C: s: III m D