HomeMy WebLinkAboutNorth Meadows Subdivision DAINES - 14D 1'*
HINESLEY CRAWFORD %
NORTH MEADOWS SUBDIVISION RECORD DRAWINGS NO. B7D9PElyS
BOZEMAN, MONTANA
A TRACT OF LAND BEING PART OF FILM 98, PAGE 1792, LOCATED IN THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M., GALLATIN COUNTY, MONTANA I I a-OI O
LANDOWNER: SUNRISE DEVELOPMENT, L.L.C. p�lyII Q
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GENERAL NOTES -� Ioo zZ
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1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES s �'-.r HUNTERS WAY —'— " o L, m
IN WRITING AND IS RESPONSIBLE FOR SECURING s e�-�` LEGEND o m O U]J
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE t» I'I I O J
BEGINNING EXCAVATION. a 1 woa osmc ma w�oR am.w�nax �6��
2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR 70.20 CURB & GUTTER I I 1 Z
• � 7 t.00 71.50 71.50 o_I cA CA �Q
GUYS WHICH INTERFER WITH THE CONSTRUCTION °" '^ mr r•- �I "V V Y
i •,,,/ •>u' ,� a ® INLET & INLET APRON �I pl9
SHALL BE REMOVED OR RELOCATED BY OTHERS. I �, Z
CULVERT I I I �'-'Z Q
3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES
I I S _�1✓ 15^ Ip di-I
PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE �' ' 4 S :�{ �i 4 Q" 9 —SD— —SD— STORMDRAIN ZZI Z> [y] N
CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY f I I ,A Ii • O MANHOLE Q 0 d Q W to
THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO ;R w a _Z I
EXCAVATION. I A�" ,y+'I — �P— d Yam' —S 8— SANITARY SEWER p p a (� J
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4. THE EXISTING FARMER'S CANAL COMPANY DITCH ON THIS I I - —,C- _ _ �ti_ g W— WATER MAIN �I�I I �r Z�W O
PROPERTY SHALL BE FILLED, AFTER THE TOPSOIL IS REMOVED. I _ z131 I /�W QF
A CANAL SHALL BE CONSTRUCTED TO THE WEST, AS SHOWN 'P — — — t7 FIRE HYDRANT LLJI�Ia I C) �03
ON THIS DRAWING. it ;F' I VALVE ol�l
i T 3 7 3" 0I0I 1 E--� (9 V1J
5, EXISTING FITTINGS SHOWN ARE BASED ON DATA ^ . L 2� I 1 2 R \ I ,�,e.m G —G— GAS MAIN �I W I
FURNISHED BY THE OWNER. THE CONTRACTOR IS ,r'` 9p - __
F --E--- --E--- UNDERGROUND ELECTRIC UI WI I
RESPONSIBLE FOR EXCAVATING FITTINGS AND I c I _ \
CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW 'i � � 1 8 ---T --- ----T--- UNDERGROUND TELEPHONE v1 w w w
FITTINGS. ^
PARK I ...CTV--- ---CTV--- UNDERGROUND CABLE T.V. O Id loI pI
6. CULVERT LENGTHS CALLED OUT THROUGH THESE I I 3 R, '5 rnl I
PLANS INCLUDE THE FLARED END SECTIONS. i I I I 1 }' —E— —E— OVERHEAD ELECTRIC '5
I V N
7. AFIRE HYDRANT ASSEMBLY INCLUDES THE HYDRANT, AUXILIARY �T� —T— OVERHEAD TELEPHONE
;i S �I `9.08 ^I I I
TC
HYDRANT VALVE AND VALVE BOX. TP I FL .63_ _ 82.00 J I I —CTV— —CTV— OVERHEAD CABLE T.V. Q Q Q O
B. THE CONTRACTOR SHALL BE RESPONIBLE FOR STREET CUT l I w s unn. Asa # a -� GUY WIRE & ANCHOR
PERMIT AND ANY OTHER NECESSARY PERMITS. I I - IL11rl I
E E eE LIGHT (LIGHT POLE) �I�I I
F — ---rW— 3 1 -j I-.- I^ 9 UTILITY POLE I I
6 mmm
e I I I I z CENTERLINE MONUMENT
--- TC 9.85
I ( 7 0 I FL 9.40 8 .50_[-°soe-`-,w 183.20 I � -X 91F X- CONIFEROUS TREE
GRADING NOTES
^�
I L -- — WIRE FENCE
_Ty l 7 ' — CURB STOP
CONTRACTOR SHALL STRIP EXISTING TOPSOIL FROM STREETS 4 � �`� i 7 �
AND STOCKPILE ON SITE, AS DIRECTED BY OWNER. — — 77 SEWER CLEANOUT
.0 ^— - � — _ _ _ _—_ _T.—__ '� m
76.0
2. THE BENDS TO BE CONSTRUCTED IN THE NEW CANAL w'asm_o''�r \/ -L � + "'•' kl: ® ® BUILDING
SHALL HAVE A CENTERLINE RADIUS OF 10' AND 6" MINUS -RIPRAP FROM THE INVERT UP 2' ON THE OUTSIDE BANK. STREET SIGN 75 _ o • o
•�r 6 .:r n'� ""•'°"' 9 MAILBOX
w i1p`mm c'°�1q"wo„°M"0` 1:acA;w, 1 4°L"•®I ,�„ •"' ,o,mw, + CONTROL POINT Z Z
Gd' 0 BARRIER POST O g
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/�
• PROPERTY PIN U
Z SITE GRADING PLAN m TELEPHONE RISER > 0
® CABLE TV RISER Q z
0 100 2 I 300' o ELECTRICAL BOX
L_1 I I � � � Q
SCAL E �-,
9 GAS SERVICE �
BENCHMARK: ABBREVIATIONS GATE 0 01-1
VICINITY MAP FIRE HYDRANT C SOUTHWESI CORNER ---- EDGE OF ASPHALT z
DURSTON ROAD & HUNTERS WAY BVCE BEGIN VERTICAL CURVE ELEVATION 1 Q "
ARROW CONSTRUCTION BOLT BVCS BEGIN VERTICAL CURVE STATION EDGE OF GRAVEL FT C c
NORTH MEADOWS N I� ELEVATION = 4771.77' q e CENTER LINE, PROPERTY LINE O L
1 SECTION OR DETAIL COB CITY OF BOZEMAN TC 54.60 LLJ
SUBDIVISION BENCHMARKS ARE ON CITY OF BOZEMAN DATUM 4 DESIGNATION SYMBOL CTV CABLE TELEVISION FL 5� SPOT ELEVATIONS N
TAKEN FROM WILLOW SUBDIVISION. ADDITIONAL , `� A DELTA OF CURVE O LLJ
54.60
BENCHMARKS ARE SET ON ALL HYDRANTS DI DUCTILE IRON
m (BONNET BOLTS MARKED 'X"), WITH ELEVATIONS 6 DIA DIAMETER W m
_ AS SHOWN ON WATER PLANS. SHEET NUMBER WHERE ELEV, EL ELEVATION ---4780--- CONTOUR Fc-�I
r URs ROAD SECTION OR DETAIL ELEC ELECTRIC
{ a IS SHOWN EVCE END VERTICAL CURVE ELEVATION
I E EVCS END VERTICAL CURVE STATION - EXISTING GROUND
EXIST, EX EXISTING
F ET-S. FLARED TERMINAL SECTION
d I. FINISHED GRADE
SCHEDULE OF DRAWINGS FH FIRE HYDRANT �NyLij
I r FL FLOW LINE F�-a
r I I I Y I MH MANHOLE UTILITY LINE IN PROFILE Q O
l / MPDES MONTANA POLLUTANT DISCHARGE ELEMINATION SYSTEM
SHEET NUMBER DESCRIPTION MPW MONTANA PUBLIC WORKS col Z U
L LENGTH OF
^ ,O I I I I I 1 COVER SHEET & GRADING PLAN LF LINEAL FEET CURVE NEW UTILITIES THIS CONTRACT
0 � c 2 SANITARY SEWER - MICHAEL GROVE AVENUE
PC POINT OF HORIZONTAL CURVE
I ` 1..11 I 9 3 SANITARY SEWER - VILLARD STREET R RADIUS OFPVI PONT OFVCURVEL INTERSECTION
4 WATER - MICHAEL GROVE AVENUE RAD RADIUS
RCP REINFORCED CONCRETE PIPE
5 WATER - VILLARD STREET R/W RIGHT-OF-WAY
L s RV SERVICE
6 WATER - DURSTON ROAD; SANITARY SEWER - N. 25th STREET SF SQUARE FEET
191 SANITARY SEWER - MICHAEL GROVE AVENUE TO HUNTERS WAY SS SANITARY SEWER
7 STA STATION
WATER - DURSTON ROAD TO VILLARD STRTEET SW SIDEWALK
z . conol SY SQUARE YARDS
_ 8 STREET PAVING & DRAINAGE - MICHAEL GROVE AVENUE TC TOP OF CURB
m / • 9 STREET PAVING & DRAINAGE - VILLARD STREET TEL TELEPHONE HEET Nn.
uuns Formers 10 DETAILS & SANITARY SEWER - BLOCK 1 TYP TYPICAL
VC VERTICAL CURVE 10
W WATER J
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SEWER SYSTEM NOTES: a
(SHEETS 2, 3, 6, 7 & 10) `1 \ `,'•`O—► I W O pl ool Inl
1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION I s� I STA. 2 ina'1�1
BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND
WATER LINE CROSSING. 1 ai \
1 NO (TO BE REMO DE I r� ^I N
2.ALL SERVICES ARE 4" PVC - SDR 35, PLACED 15' R., ih, \ I M IS EXTENDED\WEST) fFir
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FROM LOT LINE. UNLESS NOTED OTHERWISE.
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3. EACH SEWER SERVICE CONNECTS TO MAIN WITH 0 50' 100' 150' , I \ f1 1 II I I
A SEPARATE WYE. NO TEES OR DOUBLE WYES I I I I I \\I 4\` I I I H UI I
WILL BE ALLOWED. S C A L E RECORD DRAWINGS yl '�-30' DRAINAGE AND >I�I I
4. SEWER MANHOLES LESS THAN 6' HIGH SHALL BE I UTILITY EASEMENT }I}I}I
IN ACCORDANCE WITH CONST. STD. NO. 02722-2. m m m
TYPE 1 EXCAVATION
TYPE A BACKFILL
4790
4790
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6 S Q
E ISTING GROUND a� ---- I--i
4780 FINISHED 3RADE ryy- 4780 Q Z
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75 01 _- "-- 82 LF 8" PIPE, 86 LF R8"35IPE. 75 U � Li
a� _ - 1.33% 81 LF SDR � Z
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312 LF B. PIPE. SDR 3 3 3
4770 4770 O W Q
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65 65 V I =
260 L J U
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// I 4781----�_ _I- L�� jK N /i 4j8?_ -- I \\ � SEPARATION BETWEEN SEWER SERVICES. al�I nI
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4790
TY E A BACKFILL TYPE A BACKFILL
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15 LF 8" PIP SDR 35 0.409. m Q
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10 LF 8" 325 LF 8" PIPE DR 35 4770 4770
IPE SDR 3 50' (n
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+x ao� o� +x �p (SHEETS 4 THROUGH 7) N m SEE SHEET 5 m o �lo �'o ~ocgio�c I �� 1 W �I.rnl I
N 00 n� I N m Na 1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION r'm aO 11p, K o:a\` \\ >a01�1 I
+N < BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND Q'I I
N� d N� WATER LINE CROSSING, EXCEPT AS NOTED. '^ N ;� °+° mangy I` \ \ '1�_ CNN I
2. SEE PROFILES FOR CLASS OF PIPE AND FITTINGS. n coo ano I f \t \\ �I I w
�z 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF -ems, ,'{/� .,_ - +: rn� \
1A� COVER, BELOW FINISHED GRADE, EXCEPT WHERE NOTED OTHERWISE. ��� \ ( III a a Q Q
4. WATER SERVICES SHALL BE NO CLOSER THAN 18" {' , / w Uw -I \ 30' WIDE DRkNNA^GE 1 II
FROM OTHER WATER SERVICES, ALONG THE MAIN. / �� ``f'' �m� tom- 11 I I I I
= d I AND UTILITY EMENT lil al�I I
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IN CENTER OF LOT, UNLESS NOTED OTHERWISE.
6 DFIRE RAIN HYDRANT ASSEMBLY
AAND CONCRETE DHRUSTDB OCK (SEEwCONST.VSTD. BOX'D27,8.4>. RECORD DRAWINGS g=a \
0 SO lOO' 1SO' 7. FIRE HYDRANTS TO BE LOCATED ACCORDING TO CONST. STD. NO. 02718-3. 3 n
I I I I B.ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD. NO. 02718-1.
S C A L E 9,ALL FITTINGS TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD. NO. 02713-1.
TYPE 1 EXCAVATION
TYPE A BACKFILL
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W O� W W W O W- -�— - � oo J '3 -..Vy C z101 I ,W wZFO
ro 2 �03
_ _ _ / 6 TYP. 01N 1 x haw
U O E-� (9 VIJ
I - - - - - - - I- - -�- -
I O' I— p i BENCHMARK: BONNET BOLT Iwl
0 I I k� / 6. TYP. 00• \\ \� t ��MARKED "X", ELEV=4786.88'. UI�I I
11� I I STA 23+21 I -'TU`tIT3LLT,1' EASEMENT --1 / / U U U
1.5 SERVICE FRONTING�Sfft6FIn TY - \\ ` 1
- ,I -- - -- 1 I �. N z W w W
- 478 `k�_____- . •�_ �z , M09
< ^ - I W1 1
�- 15' WIDE DRAINAGE \ a AND UTILITY EASEMENT \ a'111
I I w I I I I � \I'�R, � ^� 1
K � � w�r Q .-4 6-L� ///
CS 04 tt 1
r1 y1 y1
111-0 —�I 1�30' WIDE DRAINAGE
m m
AND UTILITY EASEMENT m
III a I I 0 50' 100' 15
' /!7 S C A L E
0 50' 100' 150'
RECORD DRAWINGISJ S C A L E '
TYPE 1 I XCAVATION TYPE 1 EXCAVATION W
TYPE A BACKFILL TYPE A BACKFILL U
4790 7490 7490 O Q
I•---I
III HED GRADE U)
85 --- I EXIST( G GROUND
85 85 ----- - - W
Q
�1 Fcc- w
EXISTING G UND o L Q-
4780 4780 4780 0
-- --- -
___ ---- FINISHED GRADE --- ^
� Q W Z
w
75 75 O w < W
75
a 16 m 18" N. STA 35+00 TO 36 14 Q.y " N
N 14 LF 6" PIP 5' w
CLASS 51 01 W m
4770 4770 4770
50' (n
WATERLINEP OFI ER P x
STA 21+0 T 29+OS
e 800 LF 6" PIPE ��y
65 CLAs 51 DI o 65 W
N O
ATER LINE PROFILE, — VILLAR STREET w Z J
I r 4760 -
4760 -k { Z a o
J
a �F' zzo
r > r
5 U
oy GP � n a
x = y N o+ + + +
w C9 o w - - -
w w w w 50' 3 c� w ' 35 36
J W a F H w F 1 N H O
r > r
- .66 a0 m N M aD 0
N n t + + + + +
r + + + +0 +
21 22 23 24 25 26 27 28 29 10 SHEET N0.
cc
15
9 02-5R.DWC H TS
m DAVID J.
CRAWFOROC
m a -- 3'®2Z EXISTIN GROUND _ '
m a m � --_ _-_--____ ?pI NO. 8709PE 1�z
o_ a w m-x� 68 ��A�„
nc93w VK FILL TO AC IEVE a OVERFLOW MANHOLE
io o< Sri COVE R 0VER
�o oo3Y 'mpZ WATER MAI a ^j I QOO
o~� wo 4ia wa am wu ���0 66 STEP -- -- --- c Z ZZ�
mew ~m �J ~�>F 'w o' xc"i�za 6.5' E%. 15" E&W �1q
m ww_
a�wa x� x�~i mn zWp EL 62.31 1 1Z ZZ Q
��4 xo c4i xD oo>m 1 10 I--I 3
a v o w E%. 8 SOUTH FL 61.76 w Z '�'Q
oF�o o� oa o o_w o� w �� 64 ui H
o'o w o rwi viz �`+ n V d� a a> `F" �.� PVC N RT p O tit C)�w
ova 21� <1 oo o m z o' w �� a INSTALL B 1 1 Q J
+�JwJ� +� +)_ BENCHMARK: BONNET BOLT MARKED "X", + ao +o +os 3 3 GQ' 2� •; 1 1 1 '''(na
rvO¢¢ No N= ELEV=4774.17'. N=N� No N- ' o 5 • • • • 1 1 Ztn
n` �� a� '<'�z a� ��o> 62 o jc�1 O Q
In3?iv v�3 n( Nw vl< n3 v�7d�� INSTALL 8" 90' PVC BEND. F �I I V Y
D U RSTO N ROAD 1 0' RE-FORM FILLET O EXISTINGSAME
MANHOLE. �I of I
FINISHED FILLET TO BE SAME AS EXISTING.
T--- 7 . -T--------- T -------- -T- ------- T --------- T-- '---1t-'T---------T ---- j 1 I Q
--- ----
-- 21 G - G --- -__ --�,------�_-- I In w Qi z w s--
_ -'23 -- r7n e - II- ____- — 1Q 4760 DETAIL 1 Z'O o w W 0
-a I f - -__--- i ' w L _==4 _ - W 0 10 20 4'; 50 60 ooKlNc EAT 6 w a Q Z m
- r-- --
- l SCALE: NONE o o
o SECTION A ul Z Iwo
( DETENTI N �"B 6 wioi Q w�Y�
lZ' \ D I POND T �i i x
All \ \ 0 O m oaW
n UOTILITYDEASEM Nf� \`� \\\ \\� \ I Li.l I �.- a Q UIOI 1 C91�J
x
w w 0 0
0CK
(n V n
ZV Z a10
L� _ 'oo1BENCHMARK: BONNET BOLT MARKED "X — rnl I
I
ELEV=4771.30'. 0
Q 0 50' 100' 15:
I
I I I I I (if I
—SEE OVERFLOW n1 1 1
w S C A L E MANHOLE DETAIL® Q
w I C Q Q
J
Lr 1 3 NOTE: oI of of
Q 1-0 I
(! _ c� 823 SY ASPHALT REPLACEMENT. a-IN 1
U MILL ASPHALT AT LEAST 1" AT CURB AND
�}" 8" ACROSS ENTIRE STREET, OR REMOVE ALL }I}I}I
RECORD DRAWINGS NORTH 25th AVENUE 5 " S S S ASPHALT. APPLY TACK OIL AND ES PAVE
yy _yy_._ __�yy B" W STREET TO MATCH ORIGINAL GRADES AND m m m
-- - - DEPTH OF ASPHALT. AREA NOTED BY
+� + CROSS HATCH.
JN REMOVE AND REPLACE of I
CL Q MONUMENT
0 50' 100' 150' �
IIIIII I �W
h
S CAL E
0 v)
TYPE 2 EX AVATION TYPE 1 EXCAVATION
TYPE A RCKFILL TYPE A BACK 7ILL
4780 4780 Z Lf)
O N
I--I
75 75 4770 4770
61
FINISHED GRADE OVER 1IPE R 4T 46 M � Q
EXI TING GROUND W
AREG DE IDE OF DITCH TO FI ISHED GRADE OVER PE E%ISTI G ASPHALL--��� 3j Q
4770 ACHI E OUIREO COVER 4770 65 ,- 65 '� W O
- ------ ------ ---- ---------------�__ ___-_ _ _ SE L R SHAPE DITCH FL TO INVERT a - " a (n
FSOW�NE DITCH — — T 01,EXISTING 18" CMP
--
65 FLOW LINE DITCH 65 4760 4760 Q LLJ Z
A 5i° a 35 N Q
Peso W O
4760 4760 55 Fa 55 m
STA 21+00 TO 26 7 f `a
587 LF 10" PIP
CLASS 51 DI ro Ld
55 0 55 4750 4750 a Q
WATER LINE PROF LE—DURST N ROA
S WER LINE PROFILE-N. 25th S EET Z
x N n O
w
w F.
x
am
P ' z oz 55 d1 P z d1 w
5G z �2 zln 0G 5' ��wln z
o
ow VO or,
(9
w w w w 50' zn Inner 50' zvl G'Z
a w > w > ew as Q'x
00 ,n N n � ri OII II <II II n
o+ of - 0 OJJ aD�J�
- + ++ + ++ + ++
21 22 23 24 25 26 27 1 2 3
10 SHEET N0.
B9702-6R.DWG SHLETS 6
D STON ROAD — ° .."FRECORD DRAWINGS Q - - - -_- --_ II- __ R. TYP DAVID R
W r 6 4766 6 CRAWFORD 1
-- ` --- - - q+!NO. 8709PE w;
o`.
Y REMOVL & FiEPLAGE EXISTING •'•�8` L;TEI�"�`,� -
1 --
N \ 1 DETENTI N 6 4j69 _
I� II BLOCK I N ( 1 = _ _�= POND 86 05" MINE (SEE INIMUM CC ORB STD CE WD GE NO.
O II \1
1.5' SERVICE � 1 \ � I L � AREA o� r, 02718-9). REMOVE & REPLACE 1 ,
86'Y333- � �� � 1 �� 16 SY ASPHALT PAVEMENT. REMOVE r\I� 1 � ZZO
`\ \\ �\ I 10' �\ & REPLACE 10 LF CONCRETE I O
�\ \ \ _ 1I. CURB. (SEE DETAIL ) II IIId Z ��Q
� a i 30' WIDE DRAINAGE AND � - 101 Q I
II it 11 I 1 UTILITY EASEMENT, TYP. \ \ __ JI Z
Z i ill I S . ol
STA. 3+74, BUILD MA®LE NO. 1 44 I �pZ0
O 1 I I r r ai Z s'�i \ \ 00 \� - ml �_
1\ II a 30' UTILI a i \ I\ Aj 30'�WIDL - OVER EXISTING 8" SEWER LINE, OI I I N
1 I 70' I EASEMEN TYP. �7P \ \\ { 1 a8 9E',NER EA� ENT,I,/ FILL OV SEW USE FULL 20' SECTION OF PIPE p O ',Z Z Q
- 12.00' 1 ��J 80RROW SOIL Z
- - - - - -~ 0 50' 100' 150 -' TO WEST. wl Z Q 3
t'I 1 VVV��� I -n" �n.16 �\ \ STA. 0+70, MANHOLE N0. 4 / FOR FILL OVER SEWER. -REMOVE & REPLACE 25 SF Q�p m x F
' III W W W W < < I I I I I \\ \ ` (SEE SHEET 2) O -3
D i I S C A L E �J \ CONCRETE SIDEWALK I' I O J
GRADE POND SLOPE 70
3 (� 4:1 (MAX.) , 1 I W
LL1 m> NW CORNER � I I I '�'N U
15' 1 Of �0 Q LOT 7B, BLOCK 3 W 11 I Z V)
1 BENCHMARK: BONNET BOLT MARKED "X", F- GREENWAY SUBDIVISION ~ aI UI_ -- --- 1,
I Q
ELEV=4777.03'. "pVy0 50' 100' 150'
.o Y a Y S7 1, TYP. Q a_ I I Z O Z
Of
S C A L E TYPE 1 EXCAVATION I p LLI
Qi Z
xw �m im , BLOCK Q Iw> wd'W
o N 3�. n V 1 (`f J 75 I TYPE A BACKFILL 75 Z Z O W N
BL.O 0� Q
�'� u oY �� 5, Ewa Wm
r--- 6�y
�� ao >� w� 3 1 A d Z
Z a o m o m l 1 4 EXISTING FARMER'S CANAL
1 R ° n Z QW0
o Oz a o= ;oz NwY _- -¢T'�\- _ - \��- - - -1 - I 4770 �� FINISHED GRADE �I EL=70. 0 4770 WI3: I W IZF-
IQN
U .00 m� rnF o - - - - +- - - -� I �I I I QY-
0 0 + + + F 47 3 \ I 1 ------FILL_OVER PIPE OI I I E"� uNJ
U �U C- 1- 10' w03
e n oZ rn� on o+Z +Fm 74 - \� i 1 1
a "'�- n a s �I \\ I I 10'. TYP. a U
a �o �+ .a-o �o ��r= 10'(TYP. 1 1 'I yr
- - - - J.-J - - I J _ 65 0.40Y `EXISTING GROUND 65 UI�I
VI Vlm Li
NM VIU Nm VISF II�J"' '- ���
W W W W W —W I
304 LF 8" PIPE, S R 35 U U U
�. 477 - -; - - rt - - - - I _ _ EXISTING WATER LINE
- Z w w w
NEW WATER LINE 0 ionmi
�I
i\ a SEWER LINE PROFILEW N I
z ', a0 I > >Y w Z MICHAEL ROVE AVENUE'
3 Z u) 4760 4760 0)
�Icc�I�I
o� oq a UW_ 55 J TO HU TERS WAY "Z wt 10 55 Ono a
ZU Z ZO .pm Z 0 Ztl I W0 Z- wzi OL)<
mm mm mm wv �z 3r \ z roo - -- - px z<.o al l I
JD 0m "im'n° w 81�b I a a�n �W aria-i
in n x
>�� + N nn nn
� m°pw o as naa }I}I}I
w om + +s mmm
ow 1W a� 4750 4750a
+ru +rw +r �z W "m 0 1 ? 3 4
in, mZ xp 3� �o
vm vm Nm eZ as No
Na +�
n�
+� ax
na
vim w
v�
WATER / SEWER CROSSING @ HUNTERS WAY �
TYPE 1 EXCAVATION �-
TYPE A BACKFILL cn V)
85 85 z m
EXISTING B" WATER 0 C)
Lli
NEW SEWER PIPE MAIN H-I
#4 REBAR WITH o°O Og0
APPROX. BITUMINOUS COATING, TYP. O 00 45' BEND, TYP. AP ROX. e�--I
4780 4780 EL = 63.4 00 ooa 000e n EL 63.4 r J
------------ o0 0 Mae(:, 0°O°Op0
---------- p FL = 63.48
Oop op TIE ROD, TYP. °O$�7J�0 W 0
00000 0 �-
75 75 rn
- _ ILL OVER PIP_E_,___---- - I I— - oppo °O$ O (� .,
1— o°°°o°op�OEL = 61.57 O0
FINISHED G OE W
�o _I C)
_ - 111 �,Q o III CONCRETE THRUST Q Q 0
4770 4770 I- 0°°00°0-`60 0°Ooo$ BLOCK. TYP. C) � 0 CD
AS E D.
EXISTING GROUND EXISTING 8"WATER MAIN
_i - - - - � ( PER MPW ST
I- DWG. N0. 02713-1)
- -1 I=1 I I III III III III - Q N
4' CENTERED ON PIPE 0 Z J
65 m W
65 ALL FITTINGS SHALL BE STA +71 O 9+71 ENCASE NEW PIPE AND FITTINGS WITH (n iE
Q
90 LF " PIPE 2 PLY-POLYETHYLENE PIPE WRAPPING MECHANICAL JOINT WITH
C S 1 DI 3/4" TIE RODS IN EVERY x -
MINIMUM CLEARANCE BELOW NEW PIPE - 1'-6" OTHER AVAILABLE BOLT HOLE D C
F 4760 _ 4760 BACKFILL CROSSING AREA WITH PIPE BEDDING
MATERIAL TYPE 1 O
^ 55 WATER L PROFILE DUR TON R AD TO VIL RD STREET' SEE CONST. STD. NO. 02718-9 DETAIL 1 Z
55 LJ
w w NO SCALE 7 w
o w r
w a
4750 Z z z z 4750 S
z
z z > �w ~ > Z
m rn >r a a rn > m
N n t0
n O O. O� ✓I �(1 n N n
45 + + I + ++ + + + + + + 45
1 2 3 4 5 6 7 8 9 10
10
B9702-7R.DW SHLLIS
S
w rtiA
rn Y REMOVE 10' OF EXISTING SIDEWALK. REMOVE 3" /!_ /
j < ADJUSTING RING FROM EXISTING MANHOLE. L/ - O
^3 MATCH EXISTING SIDEWALK ELEV (APPROX 4769.0) `` Ji 9 <
W
RECORD DRAWINGS _ DAVID J
w I I R TYP _ I CRAWFORD i
NO. 8709PE fy�
G ;c°c
No 1 x E = —M OF P—OND (EXIST GND EL 67+)
Q ` a' OtTE TION �O1 IY/AL ���cpp•OQ
°
POND
ZO14• 0 ajc�
=a o i �t- '�/ ELI= ~.0 1 \I ,� /r i/ p�^6�r+ / I. I �i� / 'y' �� \Gt� iN ~ �ZO
V o I a 0qTL.N STRUCTURE%\ \ 4 / / s��� 6 / 1 I // � �� /I �I V)�I
z N r I I I II ($EE ETAIL e)�\ ,i % / / i // I / �� _,�/ 341 LF CONCRETE ��i.�' i 01 mj 0 F-- Q
a i �I II m 10' \ 10 1, i i / I ST "A+28. 1.,6' UTII ITY CULVr�ci '� 0
ad g o A/ CURB AND BUTTER a,cYL 0 I r Z Z
o N -I \ 2b' x 35 50 i � i/STOP STREI�SIGN t; E STD DW 'i235-A) �� a'' +�J" p'1 i I O Z
- STA. 6+1 TO 7+68XIIGHT / ^ S1A 10+73.14, TREET ^0 i w Z Q
o aq I AT IN[E'f/OLITE 64 LF CONC / 7g0 SF/C NCRETE SIDEWALK STD DWG�801-06) 0' f-
w; /'CURB AND C/l1TT i SEE ,F/ WG 281 SIDEW27A / // °i CENTERLINE MON MENT'BOX-TYPE/1' a ca Q m30' WIDE SEWER SEMENT % / / ( /A� ) / ' ^0' I ,� ( �+ O ti SEE STD DWG 0. 0 29-3) V / I o o - - — — - I I I V)W
uw �� �" 1 �I\ / / \ I j 1 1 x0Wq 11 O^ o / I ti i / / / � /I'v
O ^, 7 / 10 1 11 J '^� 1/� �/ Lb .101 1 �U 1
/ , / p % /
VJ W W 7U W V W W / W / W W W ZZQ
—� — — - - — — - - - Iw> WLa
a^1 STA. 7+68, 64 LF UTIL CULVERT f I i 4- /j/ 1 I STA 14+14.09, STREET low fz)W M
% EE STD WG 1235-A) j I j 1 CENTERLINE MONUMENT BOX-TYPE 1 <w CL Z m
Z I Li / ✓� a1 / 6 0' 1 CURVE ATA I ( 0 0 Q In
0. �� / / i / / �/ ^ ELOC E DEAD/END STREET SIGN I t - l 11 1 p = 51'0 '34" \ I 7 I I SEE STD DWG N0. 02529-3) Vd(D_j
j Z n / / / / j / ;NV*U /RT � F}kOM RTHEA!�Y CORNER OF WESTI I - 1 1 2 R = 150 0' I 218 LF I CONCRETEI Q�Z Q W o
_ DEN LL &MICHAFL GROVE AVEJ SThP SIGN (SEE STD WG 09810-1) L = 133. 9' \ CURB D GUTTERI 1 REMOVE & RELOCATE DFAD END r101 I W I�Zt-
N I 1. m�O1i-'�i�� /�a c�.1 / F > ., Y� !c„ cif l '{ i I 1' CEN ERLINE OF MICHAFL GROVE S.A. 7+98.13 URVE DATA1 BARRICADES TO THE NEW WEST EN WI31 I �Q
fit- c� n � i I o I'i t o I�, 1 I I y1 /t I01 I Q y_
KN za g t 2 / !' ( i CENT,ERLINE OF VILLARD TA. 7+45.26 624 LF CONCRETE \ p + 51.07'57"1 OF VILLARD STREET. REMOVE AND M Go3
-OLLb w�o O,�/ �/ zoo '�1 ; Iimi )'l, I / r:'/ 1 r ;)S I ! ` CURB A D GUTTEI�1 R k 150.00' 1 I0I I xi IW(JaW
11 1 RELOCATE DEAD END STREET SIGN g
J N V � VFW" /.' / ' PARK "' I STA 17+98.13, 30.00 RI GOT, STREET 1 I� L 133.86' I FROM NORTHEAST CORNER OF OBI I OtnJ
!j w V, w b Ir ,� a` r I n CENTERLINE MONUMENT BOX-TYPE 1 I 1 I` f�\ MICHAFL GROVE AVE. & WEST V O
N �y' N Nov1 y' )fr^ � p +,J a^` / j ro 'r' _ I (SEA STD DWG N0. 02 �9-3) d, ( N 1 A, Cy HALL ROVE AVELLARD ST. �I wI I
3o ¢ pn m o Q m y y u�i a �I I o r n I 1 a I\\ 1 \\ \ N o w c�.71 U
�� MD +LLr I+ I I I / �1 I i I N ! 1 \ \ �C 14 --- n n v
o�`� I11 30' WIDE I DRAIN AGE I ! n� 1 \ I oo Z pw w w
<zw <� / dnw AND UTILVfY EASEMENT 'l 1 \ In Epp O O�
vru Nail v~iN� I s+ 1 14 \ ' W rnl I
1 I I _ SMIV I
STREET NOTES: (SHEETS 8. 9 AND 10) \\ I \\� — I V~
1. DROP CURB ON CURB RETURNS AT ALL STREET INTERSECTIONS Z If I� 1 71' \ ~
FOR PEDESTRIAN RAMPS (SEE STD DWG NO. 02529-8) t +' ~ \ I 1 1 Q Q 0 O
s `` \ III 01 01 01
2. STOP SIGNS AND STREET SIGNS ARE LOCATED100,
! µ 11j; WIDE DRAWAG 1 II
0 50' 1 00' 1 50' t i? ;, \ Af�D UTILITY SAS ENT 1 I III al UI I
PER PROJECT ENGINEERS DIRECTIONS. I I I I ! r { I i t I I I
4
3. REFER TO CONSTRUCTION STANDARD DRAWING S C A L E
NUMBER 02528-1 FOR CURB AND GUTTER. }}}
STA. 14+54 RIGHT, MATCH EXISTING CURB/GUTTER & SIDEWALK
4. REFER TO CONSTRUCTION STANDARD DRAWING
NUMBER 02611-27A FOR SIDEWALK.
5. REFER TO SHEET 10 FOR TYPICAL STREET SECTION.
i
m '^
4790
4790
'Oo NOTE: CENTERLINff PROFILE GRADE = 1ST)
°' w OF OF(LEFT),R (RIGHT)
AS NOTED. _-----AND TOP _- --- 4.885% y
u - OFI
a a o + - - 85 0
85 + ---------------- W
------------------
w w
+ + a a _ - -- -- 1.557 4780 Q W
4780 __ -- - --- - 0
Z Q
m � ------ ---- - U� Q W
75 EXISTING G OUND -- 1 42%
O
PVI STA. 0+74, ELEV. 4768.86 O bi w CD
20.00' VC 0.84% _----" FIN SHED GRADE 4770 I--1 W
4770 �� W m W
- ------------ 0° s (n Q
f 65
S
z 65 50 I,1; U
E_
4760 �
4760 a z
o
NCENTERLINE PROFILE—MICHAEL GROVE AVENUE
5�
55
0-
~a a a
QYQ Y
Q] N W
� � O N O �
~ U 00 m w n O of "1 _
M
w < O N N Y z
m
o M II C, + + + + + w
o + + +
0 10 11 12 13 14 15 10 SHEET N0.
1 2 3 4 5 6 7 8 9
B9702-8.DWC SHEETS
0
o'tA,T,a ,'
DAVID J. °
CRAWFORD 1 3
w =�•-.NO. 8709PE?j,".`
4
rJ rJ'N o 0 �, OVAL
4 4 VI O W V)
o yN o'd a
II 3 I AWN ` � OJ Q11cY I 1V ZOO�N g \ �N X KN ZU z
I r x w
\nI^I '- ZZO
I I >UN
4778--- N N 30 � a'S vl p u�
� -N Q I^ \ I \�aF `°m3 `-'c� po � �vp-ipa Ip ZiZ�Q
�I ,o LO i/' Y 3 Ni IJ� oo� �0 o>aa _60 � a � WI Z Z
0 +a.N I \J �K \ 'FUN Ja I W(s +\ 3 00 a m m J
pi�� azw \ , fT\ aZw \^Zw o� i"' io a� N zm �U A �I�I�I 0 W
r01p L;o I I `\\NpU� N� �U 1 \ w< NU 't O
140'I�IIDE IRRIGATION, � i ^�\ M W Y O \\ 1 \ 78 . Fr"'Z a
DRIpII GE AND // 4779 t�N �_ I `\ (` 76' Q i
UTlul 477778EMNET��// �JS ao w _-�� 3 \\ I �I I U Y
-t III WaN� I
90 ILO ASPHALT HEADER — — — �i e \\ ` / I I Z(�z
L ( DWG
A — — — — TC 78.1� T 77.27 \� TC�7. 'I `In 8 77 N 5 I I p QI Z:
/ $2. 7 - Ioo W WN
W W V,�pGc_Oyu• W w W W 82:aB _ PETER PLACE & a)W
BARRICADES (SEE STD— co
_ Iill 4 � -� �� -� p _ v - - 4785 o wo Q Z
DWG N0. 09810-2) �'�', __ - _ O \ 0 3 ,
tO '�> \ STA 15+00, 36 SY, 6' WIDE /5 z30
J Z
_�_ - ,�_.�3 ' � I CONCRETE VALLEY GUTTER f TC 85.05 Q'Z a W 0
�' •--_.-' (SEE STD DWGS 02529-1&2) T 84.1 FL 84.55 I0I I W t.ZF
_ — — TC 78.1 — — TC 77. 77. _ I 83.
— \ 0� STT ER LINE
Iol I Q
g0 \ `� �_ G CENTER LINE MONUMENT Qlnl I 803
Irn 00' to 7+45.2fi \ / L 83.44_:- l/6 �I�I I [� UNJ
m 3 STA��+98.13 CHAEL GRO.,y 3 N /'-" I0I I
\ V ONE WAY S / 130 LF CONCRETE Ivl I
Iwl I N I I I +� __ K <p -�' m �\ I PEDESTRIAN RAMP, TYP. _ l i CUR ANG GUTTER ICI I
Q---__-__�- p - w N \ I I I I
Z� III ^ (� w s v aN �\ \� }I i 7 wOfof
~IJ NQw N �O I \ Ww ``%'� I // U)Vl(n
Um NIY W� JK d'3 \ � \ 0 Zw On
j z I ?o� I I �� � °Jo zgo UJ �\ s>e zt� 11 °^ I i �\rnllrnl I
�i �I I ajo Ilia I I / .�I[ _1�,,, �Si--�� �` +�N oW s`{' \\\ �a
1 ,�./7 \,o{ I y //��
/ I OU7 - 9 1�_--- OF OLL - F �-N�- I \ J 1 Ilp1IN
4' U -'}-- _...�-!fill a0 /�' ��_ W M7 1 F W
I =U II vw �N
' NM JJ I onoro
15 WIDE DRAINAGE
N� I
al�I I I AND UTILITY EASEMENT (�f rIUI I
I� —►1 I�--30' WIDE DRAINAGE TTT I I I
Np I I i w AND UTILITY EASEMENT W I I ml ml ml
1 -20' WIDE IRRIGATION, I I ll�_UU
DRAINAGE AND
UTILITY EASEMENT 0 50' 100' 150'
[RECO-
R DRAWINGS o 50' S C A L E
,50'
I I 1 1 1
S C A L E
NOTE: CENTERLINE PROFILE GRADE j
TOP OF CU B (RIGHT) AND TOPOF CURB (LEFT) EXCEPT AS NOTED PVI STA = 8+50 U
4790 Pw 477 . 4790 4790 C)100. 0 VC
CREST STA = 8+48.54
I STA = 2+00 CREST EL = 4777.90 FINISH GRADE U)
P I EL 4780.29 -�EXIS ING GRADE
85 zoo.Do' VC a 85 85 _ >
+ CREST EL 4779.90
STA 2+5413
-- W
N N w w W z LIJ
j> - EXISTING GROUND m�i >m
4780 m m ___-_ -�____ 4780 4780 —
---------- - ------ >
--- ---- FINISHED GRADE - �" Q
-------- -1.76
09, p U) z a- z
5' Q Q
75 11T 75 75
� 50 Q LLJ W
W CENTEIRLINE PROFILE — VILLAR S REET CENT R IN ROFIL — ER P C NO � w
4770 k w k w a a 4770 m (n
J (V W W Z 0 V
,n a1 a o Z U 3 3 U z 3
CD cl� z m o P 5'3 W 3 ^
_ a j 5 z Z w ��m
Ue Vai a U< U x w w x x Iwo,
a� a 50' IR w w q� a � J
� w�}a �
aL+1 z J
II N .F N I� M rn O O .6
O II 1
01
+r O+ + +� + + + + + + ++ O+ + +a'
>w +
1 2 3 4 5 6 7 8 9 15 16
10 SHEET N�.
7 - R H TS
DAVID J.i
6O'-O" € CRAWFORD i c
PROPERTY LINE NO. 8709PE
oe'
40' UTILITY & DITCH EASEMENT i l'-6" 37'-0" 11 -6 ',,Ie` •
WEST PROPERTY LINE FINISH GRADE - ONAL
2'-0" PROFILE GRADE = 2'-O"
PROPERTY LINE CENTERLINE OF STREET TOP OF CURB
EMBANKMENT, TYP. 0.5', MIN. 1p.Op' 0
1 1/2:1 2' 2' ~
I MINI I IN. y1r - 1/4" PER FT. 1/4" PER FT 3' �1 d I Z QOI
4/ TO_�ATCy--------- -- - �,Izo
•- I I 0 -
_ VARIES 2' �1 CIO
l\ O_
`E [STING GROUND 1.5:1 NOTE: FOR CONCRETE I I I -1 H VI
�2' 8" WATER LINE 6" PARABOLIC CROWN SIDEWALK LOCATIONS id Z Z Z Q
FL AS SHOWN ON SHEET 1 (SEE STD DWG NO. 02611-27A) w z
REMOVE TOPSOIL NEW CONCRETE CURB & GUTTER
R R I C A TI ON CANAL _3" ASPHALTIC CONCRETE SURFACE COURSE 1 1 1 x v1
Q.
NO SCALE 1 0 --6" CRUSHED BASE GRAVEL COURSE - 1 1/2" MINUS I 1 Z In
-10" SELECT UNCRUSHED GRAVEL COURSE - 6" MINUS alvl I O:i
U Y
[RECORD DRAWINGS TYPICAL STREET SECTION I to �ZQ
NORTH PROPERTY LINE - - NO SCALE Z1 Z W x N
SOUTH PROPERTY IINF 10, LJ O
STREET TG=68.00' IFCO 700-71 PIPE w Q Z
30' ELEV=79.00 ELEV=78.80 FUTURE SIDEWALK ELEV=79.00 BELL GRATE OR EQUAL 0 Q Q W W
F.E.T.S. ------ F.E.T.S. 24" I.D. RCP O w Z
ELEV=74.98 _ 6" PERFORATED PVC HI(,I I W 1aiZ0
100 LF, 24" RCP CLASS II (INCLUDES F.E.T.S.) DITCH FL SDR 35. 10' LONG, I;I I
I Idl TYP. (EAST & WEST) EL=67.50 wloI 1 r0-I Qo3
- 1:,;,U WITH 8" HOLE W/ FILTER FABRIC 2" 12" DIA. PVC OUTLET min I r++ W
ELEV=74.56 BASE BELOW IN CENTER C> AND STAINLESS STEEL 00i of
_ -- BAND OVER END OF / �) FL 65.OPIPE LE (A-LOK) UI01 1 O�J
CULVERT AT `} PIPE FL=64.50 CA I
-::
10
VI LLARD STREET STA. 1 + 10) _ Fs NSHEO GRADE E`= 4 °
C _____- -= 1 \ s s w af
w w
-- -
v,> ',:,i F (� 1 ;' '�• =11': _r 1=III--III-III- z w o 0
30 LF SDR 35 f �1. lI III( APPROX. EL 63.00 o y 1
12" PVC/OUTLET PIPE { IN ({PPOSI°TE WA�L o� o wvN I
FL AT D�TC 65.30 �` 24'`6D"�-RCP ..<�� c'i �� - cop I I 1
0 0 � o NATIVE SANDY GRAVEL w w w
MITER END OF PIPE �o - - ��o� -
_J �� y zw TO MATCH DURSTON a �o�jvc ,G - -- - - oo°o�'o
( 1�• 1 A JN x� ROAD DITCH
1 r �•✓ �j owI 0.1\ ___ -��- --{. FL-61.00 (BOTH SIDES) 0I-I I
3\ xx w C.I '1 x 13' TO It``•
n I �� 1 #4 BARS BOTH WAYS �1 r1}1
5 G `\ o\ \ PLAN VIEW 34" DIA. x a" BASE-( 12" O.C. mmm
- 1 \ 0 l� 1 � WITH 8" HOLE
--I -- -477400���� o - _-- 422q•\ o \\\ N 11 W ,� POND OUTLET STRUCTURE DETAIL 5 IN CENTER SECTION C
R L < •+i + \\+ \fix I > I\\\ NO SCALE 1 O N' 1 0
N V) . W I N
W
s _ _�___ s s
j�-nwl +q'I hd n w + +�\ \� \ 0 \\\ NEENANLR CASTING
oR IFCO 515-7 CURB INLET CASTING AND 5/8"
) D SMOOTH ROD. 6" DOWN AND
z= I`�� Z m w M V a \\ �' I \� Q O SEAL ALL JOINTS WITH 5 OUT, FROM TOP OF BACK OF HOOD
a ^ a gEAL ALL JOINTS WITH Y
O r c� f- 1 ` F- \ Q RAM-NEK SEALANT OR g E U
J �- (n ^ a ^ a o In \ = EQUAL tQUAL K SEALANT OR
w= _ BL 2 \ _ rro• �_a• PRECAST CONCRETE TOP 0 Q
x _ 4776 PRECAST CONCRETE TOP
rn 3 m �� {* - NLETING FOR CURB m
o 8" THICK PRECAST �'••+
N N n z \��� ^'' - CONCRETE TOP ' OPENING FOR CUB I '-- 2 4's, TYP (2" COVER)
N W; as y�4's ® 6" EACH WAY INLET
i o �\ s'•RB° OPENING FOR CURB INLET
ww 4716''� 0 0 50' 100' 150' \ ;Yr (MUS MEF$7 Q
o w aJ I I S C A L E I \4�js I \ B ` i Lli
i i STM _4\`) -FLOWLINE mm
w I"'15 1 CAST CONCR E I %�
e w
bcn
REECAST CONC�(EfE
ry o BOTTOM WITH N4 s
a� TYPE 1 EXCAVATION CURB INLET D ETA I L {�4's AT 12" EACH WAY (TYP) SECTION B ®12 EACH w O w m
o- TYPE A BACKFILL 10 SECTION A v q Q
EXISTING GRADE � �'I F
75 0 75
_----_-- -- NO SCALE 1 O NO SCALE 1 O N
R/W R/W
4770 4770 60
% 0.45% DETENTION POND
-- 11.5' I f3.5' 18.5 1 11.5' E- -"
99 LF 8" PIPE, SDR 35 395 LF 8" PIPE. SD
SIDEWALK fK MICHAEL GROVE AVENUE Q cn
J
35
65 �� �/ 65 FL 65.1 C
a a ; 6" TOPSOIL & SEED, TYP.
a
FL 64.90 T(P
_ WER IN PROFILE - BLOCK 1 z .6
z FL 65.30
FLiJ
4760 �w Jw; z(n 4760 l
zao =MM =,�,� 28 IF 24" RCP CLASS II 36 LF 24" RCP CLASS II
11.J� <wo a�o� NOTE:
Moo Ua a as SS INLET GRATES
- - NEW CURB INLET 2 FROM GUTTER FLOW I ES I 2
rn� +44 $ ( SEE DETAIL 10 ( ) NEW CURB INLET iC\
JJ F.E.T. SEE CITY OF BOZEMAN SEE CONST STD DWG NO- 02529-13 '
55 +ww 55 STANDARD 02724-3) - SEE DETAIL
D
F 5 4 3 2 1 DETENTION POND CULVERT DETAIL I
SCALE1SE 1 0 10 SHEET NO.
NOTE: CROSS
SECTION SECTION
LOOKING SOUTH 10
R9702IOR. WC-SHEETS
I�