Ç ENTRY MONUMENT
@ PILASTER
67-9" 60'-0"
8 EO SPA= 55-2 - 2:50 2'-5" 8 EQ SPA= 52-2"
" POST.TYP
ARCHITECTURAL T1 = l LGHTINC
DETAIL 2, TYP € POST, TYP METAL PAIL INC FRACTURED RIB LIGHT FITTERE STAINED FO-3152 E - DETAIL 7 PIXIUKE
DETAIL 3.TYP POWDER COATINC
DEJAIL 1 DETAIL 4 FEATURE STANNED SMOOTH CONCRETE
/ DETAILS DETAIL 6, TYP IN PO SUST CULOR EXTERIOR FACE
STAINED FS 3615%
SEE NOIE 7
TOP OF
CINEWAI K
SXP .I7
"FACES), SEE NOTE? EXTENDED TEXP JT FILLE
BB/cB FS 38152, TVI
6" × 3'-8"x
_ 2-3%.. 4-3½™ 1'6. 4'-0" 4-021-5% 4-3/½" CESS, TYP
4-0 _2-1¾"2-1% 4-0 _ 1'6" 4-0
NOTE: ARCHITECTURAL TREATMENTS AT THE SOUTHWES
END SHOWN, OTHER ENDS SIMILAR OR MIRRORED
END BARRIER ELEVATION - INSIDE FACE Approved 1-7-21
¿ PILASTER @ PILASTER
- 60'-0" 60'-0" 60-0"
8 EQ SPA=52-2". 2-5' 8 EQ SPA = 55-2' _ 2:5" 2-5"8 EQ SPA= 52-2" 1" RECESSED PANE E POST, TYP LIGHTING FIXTURE, TYP
TYP = E LIGHTING @POST, TYP
FXTURE
TOP WALK
4-0 4'-0" 4'-3/2" 4'-0" 1'6" 4'-0" _2-1% 2-1% 4'-0° 4'-0" 2-14_2-1%. 4-0 4-0" - 2-574 R ELEVATION - INSIDE FACE" FO
TYPICAL BARRIER ELEVATION - INSIDE FACE
3/8" = 1-0"
EDGE OF DECK
- FRACTUREN
STAINED FS 36152
RAILING KIB IEXIUKE
NOTES:
STAINED CS 38159
7-2021 FOR ENTRY MONUMENT, PILASTER AND FRACTURED RIB
TEX. REPEAS, SE ARCHITECTURAL TREATMENT DETAILS
FOR ARCHITECTURAL METAL RAILING AND "DETAILS 1 TO 7'
SEE "ARCHITECTURAL TREATMENT DETAILS NOs. 4 & 5" SHEETS. 1" RECESSED PANEL PUR LIGHING DE AILS. See"SIRee LIGHING PLANS STAINED FS 36152, TYP • ci
PREPARE AND STAIN TO MIMIC KRC CAMERON FLAGSTONE OR
FRACTURED RIR TEXTURR APPROVED EQUAL
STAINED FS 36152. TYP L COLORS SHALL CONFORM TO FEDERAL STANDARD
SMOOTH SURFACE
LOR NUMRERS AS NOTED OR APPROVED FOI
STAINED PS 35152
NOTE: ALL REN- NOT SHOWN.
SECTION A-A PREPARE AND STAN TO ME ON THERE LASTONE OR
NO SCALE
ELEV. 299.84 APROVED OT SHECI NO.
DIGALERT AS NOTED CATHEDRAL CANYON DRIVE BRIDGE
811 whats below. S-22
Call before you dig. TONG . CATE OVER WHITEWATER RIVER
L. MAHARJAN 88-70 Avend Lal Gun 22 OF 37
RECOMMENDED FOR APPROVAL BY
ADD RECESS TO FRONT FACE OF PILASTER
CHANGE CONCRETE SURFACE CA 9250 ARCHITECTURAL TREATMENT DETAILS NO. 1 SPECT.
BID ADDENCUM TRE 384583085 - 300 D DATE
55-05-3381 60 OF 87
REVISION
• C ENTRY
- ENTRUMENT MONUMENT
SPACING
E ENTRY MONUMENT
= EPILE PLASTER CAP
EDGE OF APPROACH
SLAB BEYOND
4-0" 4-0° 4-0 4'-5"
- PILASTER CAP
10" 110"
SIDEWALI
TOP OF FLAGSTONE PILASTER BASE
SIDEWALK TEXTURE
TOP OF SIDEWALK
ROADWAY
SURFACE
TOP OF
CONST J
FOOTING
\ STRUCTURE APPROACH
STRUCTURE NOT SHOWN
HORIONTALLY
APPROACH
ED SPACETOT EA EAFACE
#S3012
5-0" TYP #5 CONT, TOT 2 -
PALET CONG
- Z:9P - @ PILE, TYP - 1:g
* PROVIDE 2° CLEAR COVER TO PILASTER CAPS FOR HORIZONTAL BARS
ELEVATION - ENTRY MONUMENT
119" = 1'0
SECTION B-B
16'-6"
4'-0" 4'-0" 4'-0" 4'6" 7-2021
2" TYP
EDGE OF STRUCTURE
MONUMEN APPROACH
42'-9%* @ PILE, TYP Approved
"C"LINE
ND OF STRUCTURE 1-7-2021
PLAN - ENTRY MONUMENT
ELEV. 299.84 APPROVED BY:
JENCH MARK: NU.124 AS NOTED CATHEDRAL CANYON DRIVE BRIDGE
DIGALERT
11. Know whats belo 11/26/2019 OVER WHITEWATER RIVER S-23 all before you DATE
11870 Pierce Street 23 oF 37
RECOMMENDED FOR APPROVAL BY:
CHANGE DIMENSION ARCHITECTURAL TREATMENT DETAILS NO. 2
CHANGE CONCRETE SURFACI
PACE ASIDES - SAY TENTE DATE
61 OF 87
E PILASTER
SRONT FACE OF
CONCRETE BARRISRI
ASTER C
E NOTE PEDESTRIAN RAILING
BEGINING OF RAISED 12E1.0
-"" 1':3"
METAL RAILINC C"18+00.00
PII ASTER CAP
1" TYP
EXP JI
2 TYP
CONC BTOP OR 1"RECESS 3/
ADO TIONAL MM
- TOP OF CONC RARRISE
"CLINE
FLAGSTONE
EXPJT
NO CHAMFER ADITIONAL AS MEDIAN CURB
= 1 CHAMFER Z/
PILASTER BASE 1X MIN CLR RAISED MEDIAN PLAN
PILASTER NO SCALE
BASE CONCRETE TYPE 732SW
- TOP OF SIDEWALK CAL SUMENG NPOSE
• 4/
HO DIREICU DY INC ENGINCEH
371" RECESS OP Or DCC
OADWAY SURFAC EDGE OF DECH ADDITIONAL #S iS 6-0"
BEYOND DECK OVERHANG
SEE "TYPICAL SECTION" SHEE1
21.210
2".
PILASTER ELEVATION - INSIDE FACE EX ASON JOT 190
20"' SECTIONBB - WEAKENED PLANE
STAMPED COLORED CONCRETE PAVING WITH OINT @ 10' 0.0
LONG PATTERN JOINT
E PILASTER -ADDITIONAL#5 TOT8
O SPACIN Approved
QUARRY RED OR EQUAL)
(OPTICON, ТУР "CXI SEE SPECIFICATION FOR CONCRETE. 16*
EDGE OF DECK 1-7-21
mammm
- "C" UNE
MEDIAN CURE
(MINOR CONC)- - TPB
CONTROA OINT
TP -
*5 CONT.TYP
CE OF BARF LONGITUDINAL 1" CLR TYP
ROADWAY S
MIN TYP ALL REINF NOT SHOWN
1" CHAMFER, TYP R = ¾", TYP
1"RECESS 3/ • 2° WEEP HOLE @ 20 O.C.
SECTION A-A
TOP OF DECK
1-0 MIN
FRACTURED SURFACE
MAX RELIEF Y" :RMITTED LOCATION O NOTES:
PANSIUN AND SPLICE JUIN *5 3 12 VP . AL BARE RENE ORCEMENT HALE E CONTINUOU + N IROUGH THE PILASTE
3. FORAMEN DEONLOS, TO SRE SFE ARCHITECTURAL
*. PLASTST DE SEMEST SIDE SHOWN, PLASTER ON
CONCRETE RAISED MEDIAN DETAIL
NO SCAL
FRACTURED RIB TEXTURE SECTION • POCOE OTEO E ACH ETERN PLESTE MRENE
NO SCALE
BENCH MARK: NO.124 ELEV. 299.84 APPROVED BY: AS NOTED
ATHEDRAL CANYON DRIVE BRIDG
811 whats below S-24
K Call before you dtg RICE GEORUA - TR 0 DrS/RE KRS CATE" 101 26/2019 VER WHITEWATER RIVE L. MAHARIAN 24 OF 37
RECOMMENDED FOR APPROVAL BY:
AHD REESETO FRONT FACE OF PILASTER ARCHITECTURAL TREATMENT DETAILS NO. 3 SRE F NT.
CHANGE CONCRETE SURFACE aN DATE
62 OF 87