HomeMy WebLinkAboutC3.1 Grading and Drainage Plan North 10-01-2019 LEGEND
xli EXISTING SPOT ELEVATION
x(100.00) PROPOSED SPOT ELEVATION /I I
LP LOW-POINT -ess ess e"ss�, e"ss e"s$�e"s�e"a.r �...r a=ss 9�ss a"ss e"ss �'ss a"ss a"ss a"ss a'•ss a'•ss a'•ss ass
I
TB TOP BC TOP BACK OF CURB REMINGTON WAY
SW SIDEWALK
FF FINISH FLOOR
LS LANDSCAPE
TOW TOP OF WALL
a ° as
EP EDGE OF PAVEMENT I ssa e' s ° (7.82)°
°(5.99) (6.49) (6.56) ( ) (6.70) (6.85) Sheet 4 of 7
BOW BOTTOM OF WALL - - - _ ,•, , , , , , (7.73) -
T=` ,
T2.
STAIRS MECHANICAL ROO .. 0 , �� v� E a
I FF ELEV:4906.80 .�•W. .W.`. .W.W
(� ), �+. , PARK C
60 OeLL." bJ 696 -INSTALL CURB INLET N
_ TBQ 4007.37 d
OUT:4005.27 " C
(7.00) , `,`, ," , . .. '� d
°Ss INSTALL RETENTION N
` ° j r ` s CHAMBER#3 AND BASIN
J INSTALL CURB CHASE PER C.O.B. y
M T STD.DWG.NO. 02529 14 E DETAILS ON C4.1 AND TRASH/
AIN. PER
aJ FF ELEV:4908.50 C4.2
____W_______ _ I I , , ,, y , (11.48)',(11.48) " U , , INVERTFL IN OF
PVC):4005.16 DWG 025 .B W o a
,�, , , , , ,�,LL _
------ ---- STD.DWG.NO 29 14
I� INS �LL CURB CHASE PER C.O�. L
+,+ BOW(8.50) , , ° ° CHAMBERS:4004.93 (T P, , , , , , , ,
(8.00) (TY ) S
11 •iOW(1:1.00) (8.50)` -, ".•, , ` <, '.�'� o g
(liso)`eat. (8.06), , , , . , ,".` zas (zs7)`,` wy
o.. Bow(s3o} . (7.45) .
. , , (8.0
(7.99)
(11.36),%+ ' % 'LL'W'
I (7.89) 6.92) 4908��L Le'
ryyl.
i
15
----- -- I I a4. .' ro \� U 06�
�(��s8". (7.30) (7.23) (7.93) `/(8.00) 8.33) F-1
(8.34) (7.35) AgOa (8.03) (8.84) /(8.68)�
II I (11.36),
0
1a. p.7a) (s.zo) (as9) (8.7e)
I
(7.94) e.za
a LL (8.05)
I (a.aa) � (e.sz)
I , .YW e29 001 i9JS 4909 ek1 � I�1
.�.` `. INSTALL RETENTION CHAMBER$4 AND.
BASIN PER DETAILS ON C4.1 AND C4.2
' I I y` ROUTE ROOF DRAINAGE TO BASIN �O -
I +rig.- INVERT OF CHAMBERS:4006.18 LOT 1
(n.3e)• 08.900 2.5000 2
IPROPOSED BUILDING
1ST FLOOR FOOTPRINT=43,652 SF
I �V1 NORTH WING FF ELEV=4912.00 `\
Z I 122 APT.UNITS l+
I� O INSTALL CURB CHASE PER
°I--- I STD. DWG. NO. 02529-14 �Cj
v) (TYP.) /� I '�Ls� dpl"i S2y 01 �'� ryyjl ic49,0 f'�S
(10.06)
l ail I �/�
� (10.20)
V J � ' .�1 ' ' ' ' t(10.23) (9.37),`, �," (9.38) (10.02) , ," , . (10.03)
I I I 0 , �ipS (9.51) , -•eydl �� (9.51) (10.13) 0��, F�o2S , ,(10.15) ( Oyhl ��
� 0O L
NNCn Y ^
Scale In Feet L� (n 1�1
20 0 20Cn
I O fire J9
-� U) ' �? I�
o n i2
6 Scale In Meters 6 I V JI �` aq $
Contour Intervals: 1 Foot 0 (-_1
LLr'J�'
S J 4 e � Y I R8J (11.43)•
4 � I ^e e �^
GENERAL NOTES - SITE GRADING & DRAINAGE PLAN I I �'O� wro,
W m I°` I Oo.as) rJ, (10.9z)(11.30) s ) , O
1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR ,` e
TOP BACK OF CURB ELEVATION. m= I I I I (10.99) (11.06)(11.39)
2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON 11.20) 11 73 Vl Vl
LANDSCAPE ISLANDS IS LEVEL CURB. Z I I '�'�"""�'� (11.14) (
W I� fIIIY( 11.90) L�
3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5R GRADE FOR 10 FT(2R `,`.°� .LL,LL, (11 58)
GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP I I I 'LL' LL LLDRO 0 0 `
OF FOUNDATION WALL IN LANDSCAPED AREAS. s �m I I 'CU ` I FFJy'II
(11I L (11.98)� (11.98)
4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR m a �� O1
ELEVATIONS. I I, .e- ,0 (11.17) (11.15) (11.64) ry(12.23? J(11.26) (11s8j.aa) J �� (11.82)d°�
5. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. I I I ® (12.26)
® SS 1'}�
6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES.
LOBBY
, ,�. •
GENERAL NOTES I°1 I I (11.98) FF ELEV:4912.00 (11.98) (11.98) (12.65) (12.75) °
1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE
WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN (11 10) 901
ENGINEERING DEPARTMENT. L,
LL I� STAIRSS0� (12.fi0) ,
2. PRIOR TO THE ZE AN,WORKING
MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND I I '.•r INSTALL RETEMION W' W
THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT I L L� (11.70) CHAMBER 1 AND BASIN "�` (12.41)
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT (11.98) ® PER DETAILS ON C4.1 AND �� (12.65)LL LL p1LL LL
THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. I I I I , I ,1j1 C4.2 (12.2g)-(12.37) `,ye
BIKE ROOM f(l
11.983. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING (1198) FF ELEV:4912.00 (11.98) ` SJ o FL IN(15"PVC):4008.33OF CONSTRUCTION. 2.31)I �..,III ® o
4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO Issue Date:10/1/2019
BEGINNING CONSTRUCTION. � SITE GRADING AND DRAINAGE NORTH
1
5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.
C3.1 SCALE:1"=20'
6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE
"GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING,DATED MARCH 2O12.
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA C3m1
REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER.
S. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL
SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF
APPLICATION FOR SERVICE.
#190360