HomeMy WebLinkAbout08 C2.0 - Civil Details 08-11-2020 12' 12' o
I
5.4" (0.45') r�
24" z
9" a I
2" FOR
CURB TO THIS LINE o
FOR CURB DROP. 2-6' WIDE
GATE HEAVY DUTY MONUMENT BOX
SIMILAR TO CAIRD ENG. NO. 50608-1 NOTE:
4• TOPSOIL YR /+ SPILL CURB
CATCH CURB 4.5^ 1/4" BELOW TOP OF CONCRETE COLLAR NOT REQUIRED
1 (TYR•) 4^R FINISH GRADE SURFACE IN LANDSCAPED AREAS
J S = 3/4":f 12
+/2•SLOPE 1.5" VJ
12" STREET PAVING & GRAVEL AS REQUIRED o
a. a a " SEAL JOINT WITH RAM-NEK
7.5
8" X 3' ROUND
da a RAILING CONCRETE SLAB
IIIIIIII SLIP HUB
-11 a d 0 O O O TO THREADED
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O O O O O O O O O O 0-0-0 O FROST
CRUSHED GRAVEL 00000000000000000000000 EXPANSION SLEEVE ADAPTER
BASE - 3" MIN. 0000000000000000000000000000000 THREADED PLUG
CORNER
POST TOP BRACE CHAIN LINK PVC
SUB BASE COURSE RAIL POST FABRIC 45'BEND CLEANOUT
AS REQUIRED
PIPE
MW I �pNTAN
COMPACTED SUB GC \��/\��i\��i\��i\��/\%/\%%�%�%i��\//�\//�\/�L
HRIS G.
SEWER MAIN ELBOW SERVICE LINE. eU
\ SLOPE = 2%MIN. Nzs ae
NOTES:
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1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS)
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" 6'
AND MINIMUM WIDTH OF 1/8". DRAWN BY: CGB
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT > ej
REVIEWED BY: DAD
MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE SERVICE INVERT NO LOWER SERVICE LINE. PROJECT ENGINEER:CGB
CURB AND GUTTER. THAN SPRING LINE OF SEWER SLOPE = 2%MIN DESIGNED BY:CGB
4. CONCRETE SHALL BE CLASS M-4000. MAIN FOR WYE FITTINGS.
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS).
BOTTOM SELF 7
RAIL NOTE: SUPPORTED DETAI 3 L
�\ FENCE C.0 SANITARY SEWER SERVICE&CLEANOUT
/ • \DETAII, 1. CONTRACTOR MAY USE ROLL OFF N.T.S.
CONTAINER AT HIS DISCRETION.
cso INTEGRAL CONCRETE CURB&GUTTER
C.O.B. STD. DWG. NO. 02528-1 N.T.S. 2 DETAII.
c2n CONSTRUCTION TRASH ENCLOSURE&MATERIAL STORAGE AREA
N.T.S.
® H 0
ADA RAMP WITH
RESERVED PARKING TACTILE SURFACE
SIGN SIGN RESERVED PARKING SIGN pp.� � ~
WITH VAN ACCESSIBLE Y�1 �: �!
�.�SIGN RESERVED i W
PARKING NOTE: SIGN WORDING TO 1�
CONFORM TO CURRENT ^ 1�1
CITY OF BOZEMAN STDS.
b
SIGN
DETECTABLE DETECTABLE
" WARNING` WARNING SURFACE TOP OF CURB N
SURFACE / a L
PERMIT REQUIRED ZDETECTABLE jloo FINE / 5" FLOW LINE
WARNING SURFACE VAN ACCESSIBLE / inACCESS AISLE 30' SIGN AS REQUIRED / ,�: 12 VAN-ACCESSIBLE ""` k �p -----------
�I18 18"I� 6' `V/ 7
4" WIDE STRIPE MIN. ?
PAINTED SYMBOL STRIIPED PAIN�D 6' 4' MIN. 6' S 6'
(TYP)-2 COATS (2 COATS) 2" SQUARE PERFORATED NOTE: MIN. VIEW A
TUBE POST WINGS AT 18" FOR RAMPS IN
LINE SIDEWALK, 6' FOR PARALLEL RAMP ON TANGENT
RAMPSS IN IN LINE WITH WALK
PARALLEL RAMP ON TANGENT 5 �
I•�8' 5'-8' 8'� �VARIES-------I NO LIP VARIES-1
NO LIP I�1
GROUND _ _ �>A�' [� cn pp
�0 9" MIN ^ � t� �
NOTES. - :< :. . 3' A
1.SEE SITE PLAN FOR ACTUAL CONFIGURATION. 2% a O ~ a F
MIN. 3" OF 1" MIN. 3" OF 1" �
2. VAN—ACCESSIBLE SPACE SHALL HAVE AN SECTION THROUGH RAMP CRUSHED ROCK 4' WIDE DRAINAGE SWALE. PLACE
ADDITIONAL SIGN MOUNTED BELOW THE SECTION THROUGH RAMP CRUSHED ROCK �p
STANDARD SPACE PARKING SIGN. 16" DIA. REINFORCED BASE BASE 6"-MINUS ROUND ROCK IN BOTTOM OF fV
SWALE OVER EROSION CONTROL FABRIC.
II 30" CONCRETE BASE PLACE RUND ROCK TO ENSURE POSITIVE
3. MAXIMUM SPACE
CROSS SLOPE ALLOWED IN DRAINAGE FROM PAVEMENT TO BASIN. ra N C
PARKING SPACE AND ACCESS AISLE,IN ALL
DIRECTIONS.. NOTES: 4:1 SIDE SLOPES. z
JL U 1. TEXTURE TO MEET LOCAL CODE ® x
J 2. 2. ALL RAMPS AND ACCESSWAYS SHALL CONFORM s DETAIL -��-- TO THE AMERICANS WITH DISABILITIES ACT(ADA). �^•,
3"J ALL SLEEVES AND SIGN C2A CURB OPENING
POSTS SHALL BE NTS
DETAIL Q°o
4 DETAIL INSTALLED PLUMB. MP
cxo ADA ACCESSIBILITY RA �I
c z o TYPICAL HANDICAP STALL&SIGNAGE £ SHEET
N.T.S.
C2.®
TORN PUMP 6 LOUNGE
7 CIVIL DETAILS
PROJECT:18-117
DATE:08/11/20