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N N N M
EXT'G 8"PVC SAS SWR 10' PUE ~\ \
p N N 0
RENEE WAY U.G.ELEC.PED. XT'G FENC
REZIBOND CORRUGATED N a m
(PRIVATE) SI E ALK TBC EXT'G FENCE SIDING(MATCH HOPE o 0 0
=4700.82 - - HOUSE MATERIAL) >
Dom. OMM PED TBC I TBC -TBC m
4700.82 4700.23�0 4700.77 6"DIA. STEEL BOLLARDS. z
U y - FILLED WITH CONCRETE AND SET 3 0 3 3 0
TBC I Z h I SCALE PER STEEL BOLLARD DETAIL
V STEEL CORNER
4700.93_ (4 T \ 0 p m, 2X8 TREATED HEADER POSTS(TYR) a
- 9
2X4 NAILER TREATED
w
c 4699'98 B�-0�/1 3
NAILER BELOW METAL EDGING a a a w
I bwh ) K
4 EXISTING \ TBC I � _ 3W (TYP m� m k�m i>j
ISPRUCE,18"dia.\ i o I 4700.61 = r---- - ----- -- > >> z
- y-� TBC
w w w
4700.30 TBC TBC SEE SITE PLAN FOR z w w w
TBC S S -4700.64 4700.77 ACTUAL OPENING F= F=
TRASH ENCLOSURE & 5'-0' 3" LOCATION
L - _ - - - - I 47b0-5�-k TBC _ SLAB. SLOPE TOWARD OPENING 0 0 o w
1 w,'� 4701 w w a
> 1 / STEELPOSTS p 0 0 p
1 TBC /,
�4701.10 TBC` TBC 4700.56 2X4 NAILER TREATED 0 N N
w >> >
- I - 4701.20 SD 6" THICK NAILER(3 TYP) w w w
EXT'G ELEC '� TBC T80 T80 REINFORCED EDGE OF
PED. 4700.75 CONCRETE
4701.50- 4701.506C L \ CONCRETE SLAB 4 SLAB z
N M �
1 J 4701.40 \ z 11 3'
- - - - - - - - -- s EDGE OF mza 3%3"' "
ROOF rc STEEL POST
I •l \ iONTq�Ao
oMETAL- TBCEDGINGCHRIS G.
4701204701.0 TBC ----_ o-13rOr- - euGEs
o.10825 RE
u
roRAN �^i 1 r� L 4701.15 N ce"
I I A ny DESIGN HINGE TO S/
E 470225 TBC EXT'G UTILITY METAL CARRY DOOR WEIGHTTBC
N45Eo
)I s I701.31 POLE EDGING AND ALLOW FOR 180'
- _ - - S-2% rOPENING 'TYP)
\ MAX ° T.
I DRAWN BY: CGB
EXT'G ELEC' FINISH FLOOR 4701.96EX
REVIEWED BY: EWR
r-- 4702.10 JOI T SION 60 METAL EDGING
PED EL 47 28ION c I I v I STEEL FRAME
PROJECT ENGINEER:COB
I_ - - - � I N
�o DOORS WITH 3 DESIGNED BY:CGB
TBC J CONTRACTION REZIBOND HEAVY DUTY
4702.2Q III w JOINT SDING GATED HINGES
� _ I� 470 TBC AND LATCH- _ _ - - _ _ METAL
F�-11
2.16 \ EDGING
I J ( o TBC 6• 6" THICK
EXT'GMETER \ N %� 4701.97 REINFO CED EDGE OF
TBC CONCRETESLAB CONCRETE
I TBC 4702?23 4702,11 SLAB �1
r 4702.94
EXT'G ELEC
PED. - 04
4703.2�1 TB
.8
_ TBC
4702.91
2X70 TREATED
EXT'G �j
I r� J RIM AND HEADER
PED �I I I I MAX SLOPE IN ADA / 1"X4" WOOD TRIM
_ - E MAX
SIDEWALK STALLS 2% IN ALL WITH METAL FLASHING �/ W
CROSS SLOPE- y DIRECTIONS (TYP) I 2X8 16"O.C. WOOD FRAMED COVERING
S=2% MAX (typ) 1� I CONCRETE PRIME AND PAINTED WITH STANDING SEAM METAL ROOFING
U.G.TEL.
TBC PARKING LOT POSTS TO MATCH f•/ a'
I 1 \ TBC-GB `4702.87 I (COLOR TO MATCH SIDING
PED SIDING COLOR (TYP) U
4703.62 I REZIBOND CORRUGATED
TBC SIDING(COLOR TO MATCH
- -
_ 4702.68
1 �3{,i 6' BUILDING MATERIAL)
- �I'I \I,/OX � I I I _ 2X70 TREATED N
I1 �I 470 .a703.70 TRASH ENCLOSURE & HEADER
SLAB. SLOPE TOWARD AR
EXT G ELEC2X4 TREATED
5MAX I �/ DOOR ® 1% MIN
- - - - - - - -Pq T' II IqI� '� // TUC NAILER (TYP)
\`� ■II II T� _ TBC 4703.38 0
I��JII 47040 4703.23 i METAL
tll ,II c _A90 I I I EDGING M
I- - _ 11'J9+I I METAL EDGING O
TBC-GB TSC EXPANSION JOINT (TYP ALL �) N
` I - 4704.22 4703.85 I I I 6"THICK
REINFORCED CORNERS) (TYP ALL CORNERS)
4�04.
r` N 7 III I I ►y LTr
SLAB 3' OPENING
FINISH FLOOR a70a I I e 6 12 m t
4 ELEVATION \ 12
4704.25 c / I 6"THICK
V 1 REINFORCEDTBC 12"
4706.17 T� I CONCRETE SLAB.�L THICKENED
c 4705.70 4705.38 M-4000. I_ 1B� EDGE SLAB
TEL COMM BOX 1 I I I ��/ 4 \� 3"COMPACTED
GAS MARKER JJ - -�
POST �_ 06• TBC END CRB,JRKER POST U I L I CRUSHED ROCK I -I O N
TBC 4706.84 iZ.3" J BASE ` J ' N O
SSMH � �_ -
4706.1 COMPACTED
Ea Stl Stl �v� T /6'SIDEWALK
TBC-END OCR " SUBGRADE 6' x 00
STEPS EVENLY- 4706.66 3 9G� STEEL CORNER � V
SAi6TA SPACED WITH FIRST POSTS SET IN 18"DIA. X 48"
CLEAN( STEP 1' FROM EDGE DEEP CONCRETE FOOTINGS. - V
OF SIDEWALK. EXT'G STREET SET TOP OF POST 5'-6"
EXT'G sTREET MATCH EXT'G MATCH EXT'G LIGHT
ABOVE FINISH GRADE. L00
LIGHT CURB CURB EXT'G CONCRETE NOTES: i
S S S S S DRIVEWAY 1. PRIOR TO CONSTRUCTION IGN AND CALCULATION.
ENGINEER SHALL COMPLETE A THOROUGH r
24"AC SAN SWR MAIN
SAN SWR MH W REFER NCEE ONUCTURAL LY AND NOT AFORLCONSTRUCTION,ASH ENCLOSURE SHOWN IS FOR 3 SHEET
w sAxTER LANE W - C1.2
12" DI WATER MAIN 1 DETAIL
pa 30 STEEL POST&WOOD FRAMED TRASH ENCLOSURE WITH ROOF b UPLAND WAY
N.T.S. o GRADING PLAN
ONE
ITOHE OHE o PROJECT:20-112
`� DATE:09/30/21