Exhibit E- Monument Sign and Site DetailsTOP OF SLAB
0' - 0"3' - 6"TOP OF SMALL SIGN
4' - 0"
THIN CAST STONE MASONRY VENEER, ADHERED
COLOR: PEBBLE
16"X24"
BY ROCKCAST
BACK LIT CHANNEL LETTERS
6" THICK CAST STONE CAP
6'X4' = 24 SQ. FT.6"4' - 0"6' - 0"
M3 M4
NOTE:
SIGNAGE REQUIRES SEPARATE PERMIT8"3
A007b
1
6' - 0"2' - 6"M3 M4
MC
MD
CMU2
5' - 6 1/4"2' - 0 1/4"8X8X16 REINFORCED
CMU ON 2'-0"
REINFORCED
CONCRETE FOOTING
WITH PIER
Scale
Project number
Date
Drawn by
Checked by
Architect:
Revisions:
EAST STAR DESIGN
P.O. BOX 53
FORNEY, TX 75126 USA
(214) 469-7176 (972) 200-7340
www.EastStarDesign.com
Architect@EastStarDesign.com
TX Firm Reg. # BR 1785EASTRTASDESING
Engineer:
0REM.G
GNIRE
UG
A
TTS XETEFO SAREGISTE R E D AR
C
H
I
TECT22 1 1
Seal:
5/8/2018
7:57:54 AM
1/4" = 1'-0"
A007b
Monument Sign Small
14020
Point West Development
Sun Holdings
GG
-
I-635 & Beltline Coppell, TX
1/4" = 1'-0"1 Front Elevation - Small Sign
1/4" = 1'-0"2 Small Sign Floor Plan
3 3D View-Small Sign
No. Description Date
3 P&Z 05-08-18 Exhibit E 1 of 2
B
-
C
-E-D-11'-4"8.5 CMU BLOCKS WIDE15'-4"11.5 CMU BLOCKS WIDE1'-4"12'-8"1'-4"8x8x16 CMU BLOCKS#5 RE-BAR AT 32" O.C. MAX VERTICALREINFORCINGFILL CELLS SOLID WITH GROUTTRUSS TYPE REINFORCING @ 16" O.C. MAX BYHOHMANN & BARNARD WWW.H-B.COM OREQUAL13'-0"6" DIA. STEELPIPECONCRETEFILLEDBOLLARDS6'-0"1"6'-0"21_2"6"COLLAR HINGESGREASE AFTERPAINTINGMETAL DECK WELDEDTO 21/2" X 21/2"TUBE STEEL FRAMEDROP ROD8'-0"6" DIA. STEEL PIPE POST21_2"6"7'-8"4"5'-0"4'-6"4'-6"GATE PULLPAINT METALGATESDARK BRONZENOTE:GATES TO REMAIN CLOSED WHEN NOT IN USEST-2BROWN CASTSTONEMETALCOPINGMEDIUMBRONZE15'-4"Scale: 1/4" = 1'-0"FRONT EXTERIOR ELEVATIONBScale: 1/4" = 1'-0"REAR EXTERIOR ELEVATIONCScale: 1/4" = 1'-0"FLOOR PLANAScale: 1/4" = 1'-0"SIDE EXTERIOR ELEVATIONDST-2BROWN CASTSTONEST-2BROWN THINADHERED CASTSTONESET WITHADHESIVE /MORTARSCALE: 3/4" = 1'-0"WALL SECTIONECMU BOND BEAM8X8X16 CMU BLOCKS#5 RE-BAR AT 32" O.C. MAX VERTICALREINFORCINGFILL CELLS SOLID WITH GROUTTRUSS TYPE REINFORCING @ 16" O.C. MAX BYHOHMANN & BARNARD WWW.H-B.COM OR EQUAL8'-0" TOP OFCMUBOND BEAMREINFORCED CONCRETE FOOTING(3) #5 RE-BARS @ TOP AND BOTTOM6" THICKREINFORCED CONCRETE SLABW/ #4 RE-BARS @ 16" O.C. EA. WAYEPOXY PAINT OVER CMU AT INTERIOR4" THICK CAST STONE CAPANCHORED TO CMU W/ DOWELS @24" O.C. AND SET IN MORTAR BEDST-2BROWN THIN ADHERED CAST STONESET WITH ADHESIVE / MORTARAIR GAPCONCRETELEDGE FORBRICKDRILLED CONCRETE PIER @ EACH CORNER#3 CLOSED STIR UPS @ 24" O.C.#5 X 5'-0" DOWELS @ 24" O.C.2' - 6"1' - 0"4"10"8' - 0"STARTER ANGLESECTION VIEWPLAN VIEWPLAN VIEW6" THICK, 3000 PSI, CONCRETEWITH STAMPED BRICK FINISH.6"x 6" 10/10 WELDED WIREREINFORCEMENT MESH 2" FROMBOTTOMOF CONCRETENOTES:1) PROVIDE CONTROL JOINTS SPACED EVERY 10 FEET ON CENTER.2) PROVIDE EXPANSION JOINTS AT ALL RIGID OBJECTS.2" x 8" BOMACRON TEXTURED, RUNNING BOND BRICK PATTERN.USE BOMANITE, BRICK RED BC-1 CH-00040-60, COLOR HARDENER OR EQUALPRODUCT.STAMPED CONCRETE6"2"COMPACTEDSUBGRADE 100%COMPACTIONDETAIL FROM CARY, NCSTAMPED CONCRETEHERRING BONE PATTERNScaleProject numberDateDrawn byChecked byArchitect:Revisions:EAST STAR DESIGNP.O. BOX 53FORNEY, TX 75126 USA(214) 469-7176 (972) 200-7340www.EastStarDesign.comArchitect@EastStarDesign.comTX Firm Reg. # BR 1785EASTR
TA
SD ESINGEngineer:0REM.GGNIREUG
ATTS XETEFOSAREGISTEREDARCH IT E C T
2211Seal:4/16/20183:14:59 PMAs indicatedA008Site Details14020-3Point West DevelopmentSun Holdings - Phase III ThreeGG-I-635 & Beltline Coppell, TX 1/4" = 1'-0"1Refuse Enclosure 3/4" = 1'-0"2Refuse Enclosure Section 1" = 1'-0"3Stamped ConcreteNo. Description DateExhibit E 2 of 2