HomeMy WebLinkAbout3304-314 3" POUR -IN-PLACE CONCRETE
1" WALL CAP
1 /4„ 3„
POUR -IN-PLACE CONCRETE
PILASTER CAP
12' CONCRETE BLOCK WALL,
z SIGN WALL SECTION ROUT SOLID -STEEL PER
E7P DET; I I_ STIR. ENG,
¢ I LASTER BEYOND GRID'
VENEER -by PINEAPPLE
/ GROVE DESIGNS -MODEL #:24SM-041 RAISED BRASS LETTERS &
I I I 3'-6" 1 (2 TOTAL) -ATTACH PER DETAIL 2, LOGO BY OTHERS -ATTACH AS
----- -- -- ---------- CAP I THIS SHEET - TYPICAL
_ _ IS REQUIRED
L J / TONDRAIN CAP -SLOPE COLOR PER OWNER
� - - SMOOTH TEXTURE STUCCO FINISH,
s. , „ �, „ STONE VEN ER- WING WALLS -TO BE CONC. BLOCK
POURED -IN-PLACE
3'-0' 7 -0' 7 -0 3 -0 �/ CONCRETE CAP
�• BATTER AS SHOWI —CONSTRUCTION W/ INTEGRAL CONC,
SECURE TO BLOC�� FTG. W/ SIGN WALL "mm
K ❑❑❑
�-STONE VENEER BATTER (TYP.) I
T s
4
Tirt
--- GENERAL NOTES:
CONC, FTG, '''' �' a 4 WALL FOOTING & REBAR ARE PER STRUCTURAL PER ST SIGN WALL —FRONT ELEVATION SCALE: 1/4"=1'-0"
SIGN WALL —PLAN VIEW SCALE: 1/4"=V -D" PER STIR,, ENG, � .ENG. ENGINEER.
WATERPROOFING WHEN RETAINING STONE VENEER TO BE SELECTED BY OWNER
PROVIDE POSITIVE DRAINAGE PERSIGN WALL & PILSTER TO BE SMOOTH TEXTURE
FROM BEHIND WALL, DAYLIGHT STR. ENG. STUCCO FINISH, COLOR PER LANDSCAPE ARCHITECT
TO CURB
CONCRETE CAP COLOR TO BE SELECTED BY
LANDSCAPE ARCHITECT
1 ENTRY WALL (PLAN VIEW} 2 SIGN WALL (SECTION) F3) COMMUNITY ENRTY MONUMENT (ELEVATION)
* INSTALLATION IS REQUIRED BY OTHERS.
* ALL EDGES TO HAVE 1/4" RADIUS MIN.
* MANUFACTURING TOLERANCE t1/41'
.
* PRODUCT: Q 1 -PS -43
-
* QUANTITY: 2-
*
* CONCRETE COLOR: G 1
EXTERIOR MAS0NRY WALL * CONCRETE TEXTURE: :'Cl* SEALER: STANDARD GLOSS SEALER
APPLICATION * STD. COLOR & TEXTURE OPTIONS.
* ADHESIVE INCLUDED
NATURAL LOCAL RIVER ROCK IN
t RANDOM TIGHT GRAVITY STACK
STUCCO FINISH PATTERN — MORTAR TO BLOCK, & * * NOTE: NOTE:APPROX. WT: IRs.
QUICK CRETE RECOMMENDS
CAULK PERIMETER 4" 16"4'; GROUT, COLOR TO MATCH STONES USING ADHESIVE TO ANCHOR THE
1/2' R. C TYP, PROVIDE MASONRY TIES AS REQUIRED BENCH TO A CONCRETE FOOTING.
•.'�' �1
BATTER.1 8x6x16 CONC, BLOCK
Ef•• \ CU
BOTH S I DES 5
M MASONRY, PRECAST CONC. OR OTHER T12x8x 16 CONC, BLOCK W, # 3 VERT I CAL , „
SIMILAR CONSTRUCTION 20 ��
' a FG REBAR @ 32" O, C. ALT. BENDS IN
SCULPTSTONEtm MEDALLION BY m - — FOOT I NG. GROUT FILL CELLS W/ REBAR.
' PINEAPPLE GROVE DESIGNS — (800) 771-4595 ;' i I -I
, . 24 11116"
;}. (7, GRID�, #36SM-041-ALLUVIAL SAND) • I i I • *, • 4 11=
M THINSET MORTAR OR CONSTRUCTION p I .III^I 1=1 11= • = I I 1=1 I1= UNDISTURBED OR RECOMPACTED
ADHESIVE (VERIFY TYPE AND APPLICATION 5 —� �'— SUBGRADE PER STRUCTURAL
WITH ADHESIVE MANUFACTURER) PROVIDE 3 C) FINISH GRADE SOILS REPORT
100% COVERAGE
OCONCRETE MOW STRIP 36"
STAINLESS STEEL ANCHOR STD, CONC, w1 MED C 8) #3 REBAR CONT,
BROOM FINISH C TOP & BOTTOM > 6„ 24"
(3) #2 REBAR — CONTINUOUS
. f
�23 1/2"
4 "GRID" ATTACHMENT S CONCRETE MOW STRIP C6) COBBLE STONE WALL 7) CONC. BENCH
L
5ccOdd "i1" .
r-22X`�
••
Pir�x,roadxrfox LIGHT FIXTURE
Pirr�f, rood xrfacc
. •
raa�csrvb.
`4w Ndc3 /ate,.
112
1,
aoGvc %V 4ii r r
. � #KJC
DETAIL A /
NOT TO SCALE /
FOR MIL11STRATNE PURPOSES ONLY 4"
TYP. /
C.co o cd _-"Valk of Dox
TOP VIEW
roda/d pv raw and _05p=%/
N T \� `
1. ROCX SIZES, UNLESS OTHEI?NSC SPECS SI ALL BE:
COBBLESMNES. WAX. 12• TO MK 6 WITH ONE SIDE FIAT: •
2. 1 2 IiNi COBBLE TFiIOICP�ESS SiAL.L BE NQ 4 PEA n
♦Gl 4.�JIR.f�G7G BE.
27
3. ALL sPACES BEmBi srcws s viL. 6E FiLLM Wmi aASs 'D' TYP. - a -
MORTAR, 1 PART CEL ENT TO 2 1/2 PARS SAND, 2000 p®i Ai }���,�roPORe FLAND c ot= CONCRM NO DSU P � Eca AVA si x FU CONCRETE_ rj"PPANDBE PROTECTED FROM SPILLAGi:.1, 'I
4. A SAMPLE AREA ; W11L S0. 10 FT. S11441 BE APPROVED BY QF ` 2782
QRo�Eu� . F.G. LINE SIG�!T_-
THE CITY INSPECTOR' PRIOR TO Pr�ONG Wn THE __ Underground Service Alert
RE1MN'�Ndis RM WORK v. 2 i_.—_ :.. •• c FORE
77 + 7. _ Ii�I �>il'1 Call. REE Signature.
5. FINAL RESTING POSITION OF ALL ROCXS SHALL. BE APPROVED `• �•• - . ) f � n
r b ) F.G. �.� TOLL F 3 • Z3.m
BY THE CV INSPECTOR. ka 25126 _ (' v - --- _
j • > . r-
1 800 Date
6. ROM SHALL BE SMOOTH. ROUNM. FREE OF O6�ECTIOW KE
I I---- — � 422-4133
DlSFMRATIONS AND IRON CONTENT AS APPRO M BY THE CITY 10JECTO6t. Ems. 12/31/97 ,� r ._ �jLc _ ®�
3 GRAVEL L 1 �_ Ot C�-\i
%, CONCRETESFV1LL BE CLASS 520-0-2500 CONCRM �+? Gv` ��• FOR DRAINAGE * T - I TWO WORKING DAYS BEFORE (OU DIG `
�6 i CITY ®'F' F®TAN�A
a AfrER CONCRETE MORTAR FIRS SET. W= MAST OR AC9 ETM As CONDUIT
DIRECTED W THE CTTY INSPECTOR M134 ROCXS TO ROOM CBEf[
COATING.
DRAWN BY: SCM.P:
DESIGNED BY: DALL
8 GROUTED RIVER ROCK (IN MEDIAN CITY STD DETAIL 145) 9 MONUMENT UPLIGHT CHBCtiED BY: APPROVED BY: ,�a_ 4- Y Dz7 D�(, NO
1 (CI'T'Y EN(iINEFk k.C.E. 25126 EXP. DATE 12131/9 •
DVM I CHK
DATE 03/01/00
JOB* 99036
•
H
Z
DVM I CHK
DATE 03/01/00
JOB* 99036
•