HomeMy WebLinkAboutSht C2.0 - Civil Details 03-05-19 SPILL CURB o
AND GUTTER CATCH CURB -�
VARIES. SEE SITE PLAN AND GUTTER
/ - - -L J� \4 )1 24" DIA. FRAME AND o 0 3
GRATE CAST INTO LID OVERFLOW. 4826.25 00 00
KITi ul�ll9 u�lr ---- - b ` \ _ \ AND CENTERED IN TOP F o0 00 F W
III�IT ThTI W °;y� ' FUTURE RIM. 4827.75 00 c
(n III�II TI -II II 111i TrIT IT I IF � .' SIDEWALK o0 00
w u -u-uTninl u
I ala aT!=_T -�Te elT-IT�I 3" ASPHALT
FUTURE o 0
-- CONCRETE BOULEVARD a o
6" CRUSHED v ��
ROCK BASE 6" MIN.
II DETAIL9" PIT RUN r 4.•
SUBGRADE
C2.0 TYPICAL DRIVE LANE CROSS SECTION COMPACTED 60" DIAM. 24" DIA. FRAME AND
NTS SUBGRACE NON-SHRINK GRATE CAST INTO LID
FLOW GROUT(TYP) AND CENTERED IN TOP
WEIR TOP VIEW
12"W X 18H CREST
GRATED OPENING. INVERT F W 10
4824.1
GRATED INVERT
4824.3 18" SUMP z
5.4" (0.45') ° o>"
° REINFORCED
24" - 6 24" OUTLET PIPE. WEIR WALL
y" INV OUT 4821.4 �
2" DEPRESS CURB TO THIS LINE REINFORCED ONTANq
FOR CURB DROP. WEIR WALL
a e=
4•• TOPSOIL a 3"R SPILL CURB
L (TYP.) _K 4"R CATCH CURB 4.5" SECTION VIEW FLOW PE w F W Ho.
�Ss�avn�
5 - 3/4":1' + 12"W X 18H
+/z's.oae 1.5" �� GRATED
12" - - - - - �" " OPENING. DRAWN BY: CGB
24" OUTLET
7.5 PIPE
em
REVIEWED Y: BILE
E IEWED B
" STEEL POST MARKER PROJECT ENGINEER:CGB
III __------- --- BLUE PAINT WEIR WIDTH. 0.75"
DESIGNED BY:CGB
0_0 o_� - - - - PLAN VIEW
CRUSHED GRAVEL •)
BASE - 3" MIN. " ': '' ': '°' ` FUTURE F DETAIL
POND OUTLET]FLOW CONTROL STRUCTURE
STREET BOULEVARD 4' NTS
SUB BASE COURSE SURFACE FUTURE GROUND I I
AS REQUIRED SIDEWALK SURFACE
COMPACTED SUBGRADE - '
CURB BOX )� �
NOTES:
1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS) PROVIDE 5' STATIONARY VARIES-7DETECTABLE
ROD IN ALL CURB BOXES WARNING
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" SURFACE / \
AND MINIMUM WIDTH OF 1/8". 6 1/2' MIN. NO LIP / 7: 2� \\
COVER
3. 1/2' EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT - / \ ® 0 b
MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE - - / ;p::'E[;;;;;[;;;[[ \
CURB AND GUTTER. SEE DETAIL 8' C� �+
MIN. 3" OF 1"
.....................
(TYPICAL EXCEPT IN SPECIAL 18"I-
4. CONCRETE SHALL BE CLASS M-4000. BELOW SECTION THROUGH RAMP CRUSHED ROCK BASE
CIRCUMSTANCES WHERE CITY HAS CURB STOP
TAP BY APPROVED ALTERNATE LOCATION) 6'
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS). CONTRACTOR NOTES: NOTE,.
1. TEXTURE TO MEET LOCAL CODE WINGS AT 18" FOR RAMPS IN r�r�
2. ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO LINE WITH SIDEWALK, 6' FOR
DETAIL THE AMERICANS WITH DISABILITIES ACT(ADA).
V
RAMPS IN LINE WITH WALK
Cz.O INTEGRAL CONCRETE CURB&GUTTER WATER MAIN r - PARALLEL RAMP ON TANGENT
C.O.B. STD. DWG. NO. 02528-1 N.T.S. NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE p~'q
CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT MATERIAL ���AI� kd
COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES / V
cz.o ADA ACCESSIBIILITY RAMP
NTS
DETAIL OF A CORPORATION o
PROPERLY STOP SELECT MATERIAL BACKFILL AREA �1
INSTALLED (SEE SPECIFICATIONS)
b
GREEN STEEL CORPORATION
FUTURE POST AT END 4. STOP 7 . TAP TOOLED JOINT(1" DEEP)
BOULEVARD OF SERVCIE
STREET MAIN AT ,i% 1" DIA. MIN. CONCRETE SIDEWALK AND
SURFACE FUTURE GROUND SPRINGLINE. SERVICE PIPE CURB BROOM FINISH
SIDEWALK SURFACE
SEE SITE PLAN SIDEWALK
THICK P.C.C.
SIDEWALK
1' r
COMPACTED BACKFILL 2.5' 1 3 6" IN. JII
(SEE SPECS.) - °
8 BOTTOM "
(TYPICAL EXCEPT IN SPECIAL ��� /_�� i / � 3" COMPACTED CRUSHED W ..
ACIRCUMSTANCES PPROVED ALTERNATE LOCATIONS 2" X 2 ���i ����\��������� ���� ���� ��'- - ROCK BASE 3" COMPACTED F-� non
' ✓i��/ / /ice/ice CRUSHED
A�� `�,, - ROCK BASE b [�
WOOD GENERAL NOTES: -' - COMPACTED SUBGRADE
MARKER II I I I I II I I
� COMPACTED SUBGRADE
1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, NOTE;
o
45* SERVICE LINE. SLOPE = 1/4" PER EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A - - -III-III-III-III-III-IIh
ELBOW FOOT MIN., 1/2" PER FOOT MAX STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT REFER TO LANDSCAPE PLAN(A-002)FOftJOINT LAYOUT -
cq
CURB STOP. �y� W
SEWER 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. cq
TOOLED CONTROL JOINT DETAIL - U N o
3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. NOTES:
AIN 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION.
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. _
DETAIL 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS
PLUG S 1L9JL',�!"r,IIL SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE- 2% o b
3. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS.
IN LINE WYE FITTING FOR NEW INSTALLATIONS. Cz.O WATER SERVICE LINE 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS
SADDLE FITTINGS ALLOWED FOR EXISTING C.O.B. STD. DWG. NO. 02660-6 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS
INSTALLATIONS ONLY UPON APPROVAL OF CITY �I
OF BOZEMAN SEWER DEPARTMENT. a �q
SERVICE INVERT NO LOWER THAN SPRING r ' 'DETAIL a
LINE OF SEWER MAIN FOR WYE FITTINGS. c2.o CONCRETE SIDEWALK r SHEET
DETAIL N.T.S.
cz.o SANITARY SEWER SER'I,ICE LINE
CIVIL DETAILS
C.O.B. STD. DWG. NO. 02730-2
LITTLE COTTAGE
PROJECT:17-106
DATE:03-05-19