HomeMy WebLinkAbout009 C0.6 OverallGradingPlan �� _/—/ /// // /// �/ � i'/� �—s — � _ i / I®I✓ Q r� \y�l IIII I //I� I� 11lll�j � °'
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r GRADING. CURB & SIDEWALK NOTES a
�I I WI TI III I
.. . P P P m ---- J \ �' II\ I�I III IIII / 1. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO
= - P CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER
I\ r se�. , ,, , , `x• F-1 _ __I T�EC ! ., 4 - m \1\ /1 I THAN 2H:1V. MAXIMUM SLOPE IN DETENTION BASIN 4:1 � N PHASE rr E''ST I �`m n 2�I1B21BT J � Q �� I II\�I `f � r✓ \ Ii 1
ggPE- �/. I96` I� iq Ip9l + �' F3 E30 I I �q �q \ \ i' s \\\\�\\I(\1 I I III i 2. ALL PLANTER AREAS SHALL BE BACKFILLED WITH e�R'ssK
I 1
A / / / / /, / e� ____,_ —_ 1 I _ '" \ _\ _ _ _1 nzo� I I I I I APPROVED TOP SOIL MINIMUM 6 THICK. STRIPPING 825
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\j 2945 1 1 1 'v 1 ^v' 6� asp° 5 )I ___, ^\ I) III) IIII IIII MATERIALS SHALL NOT BEUSED FOR PLANTER P PE
96J. / b. ------ BLDGl IGI�I �I�I I r ] / \ \
I I S21ST p p p F. 1 1 1 1 G / \ I BACKFILL of
I _ I V 4 a b� V 4 ___ I____V—N [r � � I I F� II I u I TSTEH F i�i , , �
�6Z �/ 1 -- CLUB M7is -=-1 969. p 1/ l l yl I µ\ III I / N
Q 81,Bv �i9 °I tit --�Sn-- ,�' HOUSE 9 v \ o o �` I / /� T I I 3. UNLESS OTHERWISE SHOWN OR INDICATED ON THE
I - _ '/ /_ L J -J L f---J 9l' r III 1/1 DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE USED 08/19/22
_�_ B1181� � /ll`'J III / // FOR DESIGN OF ALL PARKING LOT GRADES.
p �T PHASE I-EAST 1 �\II 11 1 I II DRAWN BY: CGB
q96�' .LC4 -r ^ H 91 4 IIII 4. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS
Vr v l _ I /�I \\I II 1
K�J-1 1 REVIEWED BY:ATM
RAMPS IN ACCORDANCE WITH CITY OF BOZEMAN
wIw ^o \ - y, ®� V CURRENT ADA REQUIREMENTS.
c 4969. W I / �( I PROJECT ENGINEER:CGB
^g'e' w,mli " ,s / \w a9 w —w I I / Y e 7 I 5. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES DESIGNED BY:CGB
- s —s —s s 6 � s r-'�s �s —s —s s s s sc� e 5 \ 11 !I/ I THICK OVER COMPACTED SUBGRADE AND BASE ROCK.
�/____ __�^a � s —s s �1 s I
-- I I II ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000
11 49�35 ,L 9)3, r
V] I � a9�a. r \III \IIII I I PSI CONCRETE.
$
/! I 6. SIDEWALKS PARALLEL TO STREETS AND PARKING
X - BLDG6 ��� _ A II ro IIIII \\ N� \ �-"o Ai��V�I A VI �! I I / LOTS TO HAVE A 1.5% GRADE (2%MAX) CROSS SLOPE
TYPE B / -- BLDG 7 — BLDG B 296o v 1 1 II
/ 2%5821ST - / s•=� F^2__ E I I TOWARDS THE CURB. PROVIDE A CROSS SLOPE ON
III i E� I , �-- TYPES � , y TYPEB \ BuaT i o 1 BLDG9 � / )� ) I � �I ( /
FF.BLEV / - T 2985821ST \ 1 2980821ST \ r `� I TYPES l lrl/l l V 11 I I I 1 ALL OTHER SIDEWALKS TO THE LOW SIDE OF THE SITE.
4M•9 --Z / - E -- F•F•ELEV \ ^' F•F•ELEV \� O ` 2950 r I�/ �'I/11 /\ IIII 1 I 7. HANDRAILS ARE REQUIRED ON ALL RAMPS WITH
/ 4974.9 _ € I" - 497&0 r�.>' I® 1 S21ST / 411� I I I �I I I SLOPES GREATER THAN 5% (1:20) WITH A RISE OF
=^A=i � ,T E� _ ,z \ � � ✓8 J Fyp MORE THAN 6" AND ON ALL STEPS WITH TWO OR MORE
�f Y�_ oacN N / r, I I I STEPS WITH NO 5' LANDING. GUARDRAIL RAILINGS ARE
sr �gg "� -_ II IPI REQUIRED WHERE SIDEWALKS, RAMPS, STAIRS, AND
WALLS
up
r ARE GREATER THAN 30" ABOVE ADJACENT a
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n
BLIDG 1s /
/ TYrE B 4. v / FF. BV BLDc a TYPE A 9>4A
9 5. u f�
L E 4976.1 301oa 21ST V I I II 1 1
I / 3025S21ST __ 976°
FF.ELEV \I + - .sirs ^\ }7
4976.10SHE
R/ r/ Imo^ r SEE POOL DESIGN L�J L� I BLDG17 GRADINGFWTHIN /�^ _I j1 II/(// III W
/ e / + I TYPE B-ALT m POOL AREA U I�
- 47.35 TYPES W� I 5BLD G 12CLUB TYPE8 HOUSE I
000S21T3O0 3 I/
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Q 9 4 b I B 21sT y—® I F.F.ELEv f PHASE II-EAST
m BLDES v v\III
4977.35
TYPES r � ) /��/11 'II' I
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PHASE II
-WEST b , II I\ I r4 \ I LEGEND
309 4771 MINOR CONTOUR (1-) UND N
MONUMENT AS NOTED
• ms y I\ FF.1HLEv \\ 1 \ \ ,./7�v^+��// °e• \\ / /� /// 4775— MAJOR CONTOUR (5) A CONTROL POINT V]
2 BLDG 19/I ' Y4 / •/ __ BENCHMARK A O�
J TYPEB/ / Ri. I 4983.0 \ \ 4 r A u i _ %/ V/ PROPERTY LINE/ROW $ v+
/ I r '?a / \ rN•� " / // ��a" / EASEMENT LINE IS) SEWER MANHOLE r- N
3B45 B 21ST I /• / / / (( \ /
F.
FE II �!
FENCE
'�®0a SEWER C LEA N
O UT
WATER VALVE MAIN _
WN^
00
. BLDG 13 �
/ SEWER SERVICE E2 FIRE HYDRANT
4y O
CURB STOP
--- L,809 1ST 7 WATER MAIN �
F.F.ELEV Ws WATER WELLL WATER SERVICE
4982.6 G � STREET SIGNr / FF.HLEV FIRE SERVICE C49821E BOLLARD STORM MAIN OVERHEAD POWERTYPE P LIGHT POLE
I OVERHEAD TELEPHONE POWER POLE
JZJ GAS GUYANCHOR .
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_13S_ _�1y UNDERGROUND GAS
13i= �a 4 c a_ —� =4 �u= —31l 13f— �1f=��t— O 991=931 �_I1+=11}�=��} e �4=�� �Tie=��} s-� p ELECTRICAL PEDESTAL
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-- - a a ua uv uP uF su —uP a -_ —ua= --- -- - ---- ---- 7s` UNDERGROUND PHONE
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- UNDERGROUND ELECTRIC
ROAD CENTERLINE ® TELEPHONE PEDESTAL
SHEET
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-
^
ss --- ----- ---- ^ Sr ------ - -- I --- - s ------ CURB & GUTTER
GAS METER
STREET
- -- - ` -_ pd GAS VALVE C
__ c __ - ------ -------- ------ - III - EDGE OF PAVEMENTCO6
--- -----------
_ EDGE OF GRAVEL 0 TEST PIT 2131 GRAF
------- -- ----- b IF X1 EDGE OF CONCRETE G PERC TEST GRADING PLAN
----� I--N- --------- --- - TREE CONIFER (SIZE AS NOTED)
EDGE OF BUILDING
�o UNDERGROUND GAS TREE DECIDUOUS(SIZE AS NOTED PROJECT:2-116
22
�- DATE:03-24-22
Da UNDERGROUND ELECTRIC