HomeMy WebLinkAbout2015 Story Street Reconstruction Project - Record Drawings \.00a��NTANq'oiom'%
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2015 STORY STREET RECONSTRUCTION PROJECT =*: HURRAY JRir_
� 10337PE �--
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CITY OF BOZEMAN MONTANA D BY:
Y KMG
CHECKED BY:
APPROVED BY:
' DATE:
11-18-2019
JANUARY 2015
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Bozo RECORD DRAWING A
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GENERAL NOTES LEGEND N
EXISTING GAS LINE AW W No
1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS N F X a
_ STANDARD SPECIFICATIONS, 6TH EDITION,AND THE CITY OF DOZEMAN MODIFICATIONS TO THE MONTANA
PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION, INCLUDING ADDENDUMS,THESE PLANS,AND THE MO
CONTRACT DOCUMENTS. EXISTING STORM DRAIN du p ¢ w
2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2011-2012 BY MORRISON MAIERLE, INC. O a
3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE AND THE EXISTING WATER MAIN ry
~ CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE W
FOR UTILITY LOCATES PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS883
NECESSARY TO PROTECT EXISTING UTILITIES EXISTING WATER SERVICE � kl� 4. i a
EXISTING
O WATER LINES
SHALL BE FIELD LOCATED PRIOR TO PLACEMENT THIS
NEW WATER LINES. EXISTING TELEPHONE LINE W W N O
ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF THIS PROJECT BASED ON Ih-Ir-II Lq �
5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE WITH THE PROJECT
Co. SPECIFICATIONS.TEMPORARY WATER SERV EXISTING OVERHEAD POWER
ICE SHALL BE PROVIDED TO ALL CUSTOMERS AS SPECIFIED IN oxv a�v
•TEMPORARY WATER SYSTEMS SPECIAL PROVISIONS."-
6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL SEPARATION SHALL BE ly b'Vb
MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING SANITARY SEWER MAINS OR STORM DRAIN EXISTING UNDERGROUND POWER
MAINS, UNLESS OTHERWISE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
INDEX 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMAN WATER DEPARTMENT. N f+)
ss EXISTING SEWER MAIN 0
COVER SHEET Cl C
8. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE MINIMUM COVER
CANNOT BE OBTAINED, PROVIDE INSULATION BOARD AS DETAILED ON THE PLANS. Sss EXISTING SEWER SERVICE o II
"f III A�
9. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE ENGINEER 'L pVY
E.STORY ST.WATER STA. 0+00 TO 5+20 W1 AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE ENCOUNTERED. _
E.STORY ST.WATER STA. 5+20 TO 10+50 W2 10. THE WATER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL IE EXISTING CATCH BASIN
VERIFY THE LOCATION AND DEPTH OF EACH SERVICE PRIOR TO INSTALLATION OF THE NEW WATER MAINS.
E.STORY ST.WATER STA. 10+50 TO 15+60 W3
11. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED g EXISTING CURB STOP
VICINITY MAP E.STORY ST.WATER STA. 15+60 TO 17+80 W4 APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH OF THESE LINES,WHICH
DELL PLACE WATER STA.0+00 TO 5+60 W5 VARY IN SIZE AND COMPOSITION.
12. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS,OR OTHER FITTINGS I,-�I EXISTING WATER GATE VALVE
°C'i A CROSS STREETS WATER S. BLACK,S. BOZEMAN, BONNER W6 TO COMPLETE CONNECTIONS. EXISTING WATER LINES VARY IN COMPOSITION AND MAY BE D.I.P., C.I.P.,OR
' 1 Birch o OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL BE VISUALLY
'111MAIp Birch St. St Sf SEWER IMPROVEMENTS E.STORY ST. S1 INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFILLING. EXISTING FIRE HYDRANT U
' oh E.STORY ST. IMPROVEMENTS STA.0+00 TO 5+20 R1 13. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON THE PLANS OR IN
Hemlock St. O o
-N- Juni er e t THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OR HIS REPRESENTATIVE O
o° (o'P E.STORY ST. IMPROVEMENTS STA. 5+20 TO 10+50 R2 PRIOR TO MAKING ANY CHANGES IN THE WORK. {X EXISTING STREET LAMP
' Ju,IIy'Iper St. ElTamarack f E.STORY ST. IMPROVEMENTS STA. 10+50 TO 15+40 R3 14.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS AND THE PUBLIC.
U St. z St. `S ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR FOR HIS PERSONNEL. a
Z E.STORY ST. IMPROVEMENTS STA. 15+40 TO 17+90 R4 O EXISTING SEWER MANHOLE z
' ❑�❑❑As en St. �� Sr \ 15.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM DAMAGE DURING 0
INTERSECTION DETAILS BLACK, BOZEMAN, DELL, BONNER RS CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE.
tPe
n SG ❑❑❑ �❑ 4 EXISTING STREET SIGN
STORM DRAIN IMPROVEMENTS BLACK&BONNER SD1 16. EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED WITH CONCRETE AT
u ALL OPENINGS. r\
STORM DRAIN IMPROVEMENTS DELL PLACE SUB V
ac t• 7. LEAD WATER SERVICES UNCOVERED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH RIGHT OF WAY
❑�❑� SIGNAGE SX7 7"MINIMUM COPPER SERVICES UP TO THE CURB STOP.
❑❑ St. a! Q H
C Sh St. T ng y° WATER DETAILS SHEEP D1 1g. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND MANHOLES TO FINAL GRADE UPON
v — - y PROPOSED FIRE HYDRANT
COMET
OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY •ff� F W
°'Fridle St,ItGI� oo STORM&ROAD DETAILS SHEET D2 THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. .�y,, z M
Villa St.❑ m 4 Davis
sf CURB REPLACEMENT S.CHURCH AVENUE CR1 79. ALL BAG FILL FOR UTILITY TRENCHES SHALL BE TYPE A• UTILIZING TYPE 1'BEDDING UNLESS Ln1 PROPOSED WATER GATE VALVE O
❑❑❑❑��� �❑ z z a ' Da St. �f CURB REPLACEMENT DETAILS CR2 DIRECTED OTHERWISE BY ENGINEER. SPECIFIED BEDDING SHALL BE FROM 4•'BENEATH THE PIPE TO 6" r, z
B St. u❑�� ABOVE THE TOP OF PIPE. (SEE MPWSS STD.02221-1). THE COST OF THIS ADDITIONAL BEDDING SHALL V
A=0 L St. BE INCLUDED IN THE UNIT PRICE BID. W/V.B. WITH VALVE BOX.
❑�IJ❑�� ❑���❑❑❑❑ 20 THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT 0./, W
HIS
DODO Men en h t HIS EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. O O
EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE MPDES PERMIT. PROPOSED 8"WATER MAIN ` � r\
������❑❑❑❑❑�❑❑❑� F THE CONTRACTOR SHALL MAINTAIN SERVICE ALL EXISTING UTILITIES. IF SAID SERVICE IS D21 AMAGED,
r-J�T�y]1 V
DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT CONTRACTORS EXPENSE.
�� ❑❑❑❑❑ q�h TYPES S PROPOSED SEWER MAIN
O
° Bab k S 22. ALL UTILITY CONDUITS SHALL BE BURIED A MINIMUM OF 24"FROM FINISHED GRADE WITH PE A
ya ul Babcock St.a Q c BACKFILL, UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. ALL LOCATIONS ARE
L����� �❑❑❑❑�❑❑Olive St SERVICE LINE KEY SHOWN APPROXIMATE AND SHALL BE FIELD FIT AS DIRECTED BY ENGINEER. SD SD PROPOSED STORM DRAIN
. Olive —
� WITH VALVE BOX.❑❑❑ 23. WHERE NEW PAVEMENT IS ADJACENT TO EXISTING PAVEMENT,SAWCUT 6•'MINIMUM(OR AS DIRECTED �/❑❑❑��❑❑❑❑ BY ENGINEER) FROM THE EXISTING EDGE TO PROVIDE A BUTT JOINT. TACK THE SAWCUT EDGE WITH UC—UC PROPOSED UTILITY CONDUIT
Cut s St. c Curtiss St.m E. Cu 's CSS-iH OR SS-11-1 EMULSIFIED ASPHALT PRIOR TO PLACING THE ADJACENT NEW PAVEMENT. O
Koc o"Q �O9 /—ADDRESS 24. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED
Fit?PIS m McAdow `9 APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH OF THESE LINES,WHICH PROPOSED SPILL CURB
❑❑ Stor St ❑ �I m° Bogert PI. VARY IN SIZE AND COMPOSITION.
m XXX
❑ Dick St. El ❑❑❑ N Story St. 7 YZ 25. ALL PROFILES REPRESENT EXISTING GROUND(DASHED LINE)AND FINISHED TOP OF CURB ALONG PROPOSED CATCH CURBIH Q
THE ALIGNMENTS INDICATED ON PLANS. N
SIZE ATERIAL TYPE
�������❑� - PROPOSED WORK =UNKNOWN = UNKNOWN 26. ALL DISTURBED AREA SHALL BE SEEDED BY THE CONTRACTOR. „„
C=COPPERY ^�^^^ FINISH GRADE SPOT ELEVATION
❑❑Codll St ❑�❑❑ m AREAS Ellis St. C.I. =CAST IRON 27. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL . FG
D.I. = DUCTILE IRON PRESERVED AT ALL TIMES C TRAC ORS WITH THE SPECIAL PROVISIONS G THE PROJECT MANUAL.
= LEAD
St. ❑�❑❑❑❑ GAL=GALVANIZED ( DETECTABLE WARNING SURFACE
Ls. = INSIDE PROPERTY SHEET N0. 1
O.S. = OUTSIDE PROPERTY
�❑ Cl9v an�]M❑❑ Ice Pond Rd. ' C 1 1
Arth St ❑❑ Cleveland �� '
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RDBERT J.t; _
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10337PE -
_ Scale: 1"= 20
—N—
/ STA 4+22, 9' LEFT
0 10 20 40 INSTALL 14"x8" MJ CROSS
DRAWN BY: KMG
SEE SHEET "W6" FOR SOUTH �B
BLACK WATER MAIN IMP CHECKED BY:
ROVEMENTS
(A.B.) ' j STA 4+32 INSTALL 8" APPROVED BY:
22.50' MJ VERTICAL BEND DATE: 11-12-2013
STA 4+03, 18' LEFT U (A.B.)
,� REMOVE EXISTING s STA 5+18 CONNECT TO
HYDRANT ASSEMBLY g
H _ (q g) 0D I EXISTING SERVICE LEFT
STA 0+11, 11' LEFT `" (A.B.) _
REMOVE EXISTING 6" C.I. T STA 2+54 CONNECT TO I I _
., STA 1+04 CONNECT TO EXISTING SERVICE LEFT
u STA 3+54 CONNECT TO STA 4+60, 9' LEFT F
EXISTING SERVICE LEFT 436 TRA (A,g,) EXISTING SERVICE LEFT .._ � c m
INSTALL 8" MJ GATE
8" MJ GATE VALVE W/S (A.B.) 3/4"C L / (A.B.) I 3 BLACK VALVE W/ V.B.(A.B.)
CONCRETE THRUST xx x x -y x x-x-x o
ALL ADDITIONAL 6" P "1
S. BLAC
COUPLINGS REQUIRED TO COMP -
THE WORK SHALL BE CONSIDER z
INCIDENTAL TO THE CONNPQ
ECTION
6"MJ TEE&8"x6"MJ REDUCER(A.B.)
E.STORY ST. 2+00 c 3+00 e 2
I I •'
5+00
4-
SO SD SD SD S
STORY ST z
s _
G m
z
soz s. TRACY —x—x—xx --- IT
3/4'•� STA 1+21 ABANDON ( 18 E. S Rf STA 4+05, 9' L FT s
C(q,B.) EXISTING IRRIGATION LINE I 5/8 L / INSTALL 8" MJ GATE o STA 4+65, 9' LEFT N Z ,�,
'. RIGHT (A.B.) �-�� ( F IN 8%6" MJ TEE, w
2+69(A.B.) (q,g,)VALVE W/V.B. W Q k `"
STA�2 67 CONNECT TO 9 LF 6" D.I. LEAD PIPE W F i• �C
I` STA 0+89 CONNECT TO EXISTING SERVICE RIGHT 3T=. +ta-,6 C _=, INSTALL 8 & 7' BURY HYD. ASSY. LEFT 0 a m m
EXISTING SERVICE RIGHT (A.B.) 13, o w
SERVICE REPLACED TO NOT INSTALLED A.B. O r G] C
(A.B.) ( ) (V FTy G p" Z
CURB STOP W/1"C& STA 4+49, 9' LEFT + d
Q REPLACED FROM CURB STOP 56• M YER96A INSTALL 8" 22.50' (A.B.) ul 0 z z o
U TO HOUSE W/3/4"C(A.B.) NOT INSTALLED(A.B.) MJ VERTICAL BEND Q a w �
STA 4+24, 9' LEFT INSTALL 8" E �I W >
f 22.50' MJ VERTICAL BEND STA 4+44, 9' LEFT 0 W ;a w
(A.B.) INSTALL 8" 22.50' (A.B.) � z o C Im
J VERTICAL BEND W � w P4 w
s - Z w o 0
RECORD DRAWING a E- x
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4820 TYPE BAC FILL ORIZ. SCALE: 1" 20' 4820 o c
ST 0+1 - 5 20 STALL 509 F VERT. SCAL 1" 2' G1 CD
8" C 51 D I.P. w Ii 2
R-STRAIIJ ALL JOINT °' ,j III tiP�`
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RECORD DRAWING J 'f JIl
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UI STA 7+56, 9' LEFT
LLJ REMOVE EXISTING 8%6"TEE DRAWN BY: KMG
wl INSTALL 8" MJ TEE
N ""SEE SHEET W6 FOR WATER I. L]
STA 5+52 ABANDON CHECKED BY:
p EXISTING SERVICE LEFT MAIN CONTINUATION NORTH = APPROVED BY:
N (A.B.) (A.B.) Z - N
0) STA 7+38 INSTALL g Scale: 1"= 20 W DATE:
Q 8" MJ GATE VALVE W/V.B. W
STA 6+41 CONNECT TO N STA 9+59 CONNECT TO 0 10 20 40 N Y
N EXISTING SERVICE LEFT (A.B.) p STA 7+93 INSTALL (AB) EXISTING SERVICE LEFT
(A.B.) m 8" MJ GATE VALVE W/V.B. (A.B.) O
IT STA 6+80 CONNECT TO pj
EXISTING SERVICE LEFT STA 9+38 INSTALL } w _
W I - STA 8+61 CONNECT TO 8" MJ GATE VALVE W/V.B. a
Z 109 (A.B.) 3 EXISTING SERVICE LEFT (A.B.)
J e STA 10+23 CONNECT TO
3/4"C 3/ 117 - (A.B.) DOS S. EXISTING SERVICE LEFT Q
_ I`i g 3/4"C 3/4••C DO
209-215 (A.B) �j m
p x—x—x x 4 �x—x—x— 3/4 C x� /4••C — 219 z
Q
lop oxv I I yy," R ® o
xolp oxv aP— — oxP— —oxv oxv m oxv v ` W P' z
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I I
_- - _ __ __ __ _ S 1 x z
M
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N
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1 t I �P t
s: 3�4"G 3/4"CI 3/4"C I 1 0 W E" w N o
STA 6+14 CONNECT TO I STA 8+24 CONNECT TO 3/4"C 8 N W
STA 5+65 CONNECT TO I EXISTING SERVICE RIGHT STA 8+99, 9' LEFT 4"C DC '"
EXISTING SERVICE RIGHT I H STA 9+84 CONNECT TO '3
A B (A.B.) INSTALL 8" MJ TEE, SEE SHEET I I I MISTING SERVICE RIGHT a cL �C
EXISTING SERVICE RIGHT O STA 7+21 CON ECT TO d
STA 6+45 CONNECT TO WS" FOR NEW WATER MAIN d iri G,
(A.B.) EXISTING SERVI E RIGHT STA ICE EXIST. NED (A.B.) 4ti, p
T EXISTING SERVICE RIGHT (A.B.) SERVICE ABANDONED A.B.) CONTINUATION SOUTH I r W C
(A.B.) ( (A.B.) I � ...I I STA 10+23 CONNECT TO FTy G �+ Z �
a EXISTING SERVICE RIGHT O cb Z.
(A.B.) z zo
IrI-llt ca
W N ep
I I o O O
� I I F x
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PE BACKFILL ORIZ. SCALE 1" = 20' Ih c
4816 STA 5+20 - 10 50 1 STALL 530 F VERT. SCALE 1" 2' 4818
8" C 51 D.I.P.
3 RESTRAIN ALL OINTS 3.
o
W � W
4816 to z N 4816
W 2 C Ey
w 2 z z +
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4812
4812
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Zo = w 6.5' OVER w N Q W o J N z w
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4610 + ~ F zo z z m o w z z o z o U 4810
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(TYP. PR VIDE INSULATION W O N
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4804 - SEE D TAIL SHEET D-1 4804
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4802 - 4802 E-
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MV mMW V WO 0 r OM a0 N W N O < O O
N� Nt O V O h0 1Nt070M SHEET No. 3 47964798
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M M V M M M V M V M vv M m mN c6" MN NN t7N NN MN MN NN NN NN NN NN NN NN NN N N NN N MNMNMN N MlY MN MN M MM MM 1i"i MM mm MM 6vi MM v
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RECORD DRAWING / +f RUBERT,J.t
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W A.B. -N- soale. 1= zo x oII/miquLmlo�o
W - STA 13+51 ( ) U)
UI STA 12+67, 10' LEFT
INSTALL 8"x6" MJ TEE, END 16" STEEL CASING
W DRAWN BY: KMG
0 0 20 40 A.B. W
( )
LO 9 LF D.I. LEAD PIPE �(:; - STA 13+62, 10' LEFT
+ & 6.5' BURY HYD ASSY. LEFT N
O -\l
„� INSTALL 8" 22.50' CHECKED BY:
�U MJ VERTICAL BEND (A.B.)
� APPROVED BY:
STA 12+62 INSTALL STA 12+71, 10' LEFT �', + DATE:
H 8" MJ GATE VALVE W/V.B. INSTALL 8" 22.50'(A B) 111 STA 13+85, 10' LEFT IO
cn MJ VERTICAL BEND INSTALL 8" MJ GATE
STA 10+82 CONNECT TO (A.B.) U / STA 13+93 CONNECT TO Q �'
STA 12+37 CONNECT TO II VALVE W V.B.
EXISTING SERVICE LEFT EXISTING SERVICE LEFT l .. (A'g') V)
W (A.B.) (A g) STA 12+86, 10' LEFT d (A.B.) EXISTING SERVICE LEFT U)
z INSTALL 8" 22.50' ( g) Of STA 14+05 CONNECT TO I Ew„ \
J STA 11+52 CONNECT TO STA 12+20 CONNECT TO MJ VERTICAL B W EXISTING SERVICE LEFT (A.B.) c
EXISTING SERVICE LEFT EXISTING SERVICE LEFT W
U (A.B.) (A.B. STA 12+90 STA 14+82 CONNECT TO Z
Q 301 305 313 STEEL CASI G 406 EXISTING SERVICE LEFT z
f g ] 4 3 4'C 1 / 6/I"C 3/4"C (A.B.) SOGERT 405 IIAA BB 409 STA 15+40 CONNECT TO 413 U O
3/4 C EXISTING SERVICE LEFT "'C Q U]
53
SERVICE SM N RIG T+DO SNOT RECONNECT I pW,�,
I s (AXIST E .B.) 3/4"(A.BJ 9
DO NOT RE NNECT � � 3 3 (A.B.)
S_ —
aB1 13+00 14+00
So— In — _
— sD g _ — — 15+00 — i E.STORY ST. z
c SDm SID Sp
SD-� SO
6v JL cc c - SD SD S SD Spy
o / V___ c 4° „I
212-21 NW Wz
STA + 404 F3/4"C 3/4"C TO EX1STING SERVICE RIGHT 3/4"C ' " cNI vmo
94 CONNECT
11
p
(A.B.) 3/4•• TO JUST 410
STA 10+90 0 EC TO STA i1+93 CONNECT STA 13+52, 1 LE z PAST STORM CROSSING 3/4"C / 416
( ) SERVICES LOWERED ( ) MJSVERTICA 2B N O STA 14+85 w:C.E �O 3/4"C I W o d
EXISTING SERVICE RIGHT TO EXISTING SERVICE RIGHT (L 8' <' "�� _ _ _ �1 0.' Z
AB AB.
d
UNDER STORM PIPE 3/4'C RENEWED (A B) I E
CPLR INSTALLED ON BOTH FROM MAIN TO JUST STA 15+51 CONNECT TO O w zo
SIDES OF STORM PAST STORM CROSSING EXISTING SERVICE RIGHT
STA 14+22 ^ivNNE^emp;Fe (A.B.) ,4 Z
STA 12+69 -- �_ o d m
SERVICE CONNECTED TO 8"MAIN. STA 13+74, 10' LEFT (A.B.) rJ z c i
20 LF 3/4"COPPER INSTALLED e
FROM MAIN TO JUST PAST STORM REMOVE EXISTING 6"TEE W o No c
CROSSING.CONNECTEDTO INSTALL 8" MJ TEE (A.B.)
EXISTING 3/4"COPPER W/ SEE SHEET "W6" FOR WATER
\� e �;, � W
COMPRESSION COUPLING(A.B.) MAIN CONTINUATION SOUTH F Zo
x
a.
4820 4820
YPEA BACKFILL IORIZ. SCALE 1'" = 20' sv III
ST 10+ 0 - 5+60 INSTAL 51C VERT. SCALE 1" 2' ON M
F 8 L51D.I.P. Lq $
RE
STRAIN ALL JOINTS w II^2
4818 m 4818 -j I yP��
'tjJ� GPti
a m
a
ro ,�
ao w
1,4
Q ro G i
4616 ~ 4816 E-
3
z o W
30 3 wz� 3 Z z W
WE 2 N
(=/1
4614 = ut U ~ -
x z w m W
LJ m N 4814 ^
to z x � o a K Z IQ+zZ X+ oz w
4812 A <cc
4812
p -�0 m O N + a owc0.> z wa^ ? x ¢ �0 0 Vl c O
+ �v+ N 0 �m ~ z w��a o wa A-' E Cfl
o + 'r"`'
w N a ± ^^"� N m z m w o w r W a 3 z
4810 J In N F N m z 11 z I^ z w j w J 4810 F z �' LCJ
rn a
a wa ao z�� o wo m U Z z
= w
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4808 EXIs ING + f'J 3 v 4808
O$$$ z $$ CUL ERT U N Z N F N
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ro
I$$ J °i � w E
a N W 0
4806 ~ a
GRAD BREAK PROVI E INS LATIO g ra z a z 4806 W O WE
-
GRADE IF DEPTH OF COVER I - (14 E'' m
LESS THAN 6.5', (iYP.' 18" NIN. E_ CQ
SE DETAIL SHE T D- mQ t+.I } M n
4804 N 4804 W
m �-I
" O
z
a x E-
C;
rn.
4802 ~ "' 4802
ad ra IR N COvim ro ad
Q ¢ ¢ ,m ¢ ¢ ¢ LCJ
STA 12+96-1 +51 +
0 0 o SEE DETAIL SHEET D-1 II 6 0 o O
m ao m APPROX. O OF ING48298
4600 m m
4800
a a a a TO ROVIDE CIL BEND EN a a a
O O O O TOP OF CASING AND B TTOM 0 CULVERT O O O
~ ~ ~ ~ ~ ~ ~ SHEET No. 4
N t0 INN ENO Nt0 N ^t0 INN Nt0 qci mt0 NON tO tO quN mt0 ON Rt0 oJ^ Nt0 RN N� Nq tO tO tON CRtO tON Rt0 tON tO tO �t0 oJ� I�tO oJ� �t0 NO CO,�tO t0� N� m� oJ^ N� Rt0 N� mt0 N� O^ N� Ot0 N� ^N of tO oJ� of tO 1�� th t0 �N
Y10 V O m0 r� W N OIN W th W th V O V ON ON t0 t0 Nh Nm NOI t•')W t•')O O t•')>— V>— V N V N N V N y� y� O W 14 r t0 r Oh Om W I� mt0 ohm t0 V t0 V tO th tOM tON
t+i ni vi
m m+m m V a+v vi W WW WW W vof v v of v i of i v i ofi o + o + ov+ v+ � v v �� �� v a vo v
WWWW W WWw. � WW � W. WW Wv.i.W W< WW W W< W WWW W W W W WW WW W W W WW WW W W W W�
+ + + + + + + + ai
+ + + + + + + + + + +
0F 20
111111111 IIIIIryI///
.Sopd�MQ N T A Nq ii000„�
it
BERT J
RECORD DRAWING f
M r• RD .t; _
3 � _* MURRAY
10337PE 1 e
• f��
w STA 15+95 CONNECT TO
= EXISTING SERVICE LEFT(A.B.) - a� //nnNIAIILIIOIpI°
to
W STA 16+68 CONNECT TO - STA 17+81,20 LEFT DRAWN BY: KMG
w EXISTING SERVICE LEFT
to STA i 6+14 CONNECT TO (A B) I CONNECT TO EXIST.6"C.I.PIPE CHECKED BY:
EXISTING SERVICE LEFT
(A B) W/8"z6"MJ REDUCER(A.B.)
O -N- APPROVED BY:
10 - 1 STA 17+81, 17' LEFT
+ EXISTto . 6" .I. MAI v REMOVE EXISTING 6"CROSS DATE:
417 ABANDON IN PLACCE ( I OJ REPLACE W/ STRAIGHT D.I.P.
3/4"4 421 (A.B.) I Q I & SOLID SLEEVES 8"(A.B.)
Q C A.B. 3/4"' 425 i m
E VE B X a d' w
e H
--_W
J I N 44 / 0 10 20 40 CO
_ w
U E.STORY ST — — J _ z
16+00 EXIST. 6"C.I. MAIN
�- 1 17+00 I I ABANDON I PLACE (TYP) PQ
> a z
SD SD Sp —�—+— A.B.) a'
I A — c
o --4- —
( 420 428 - -
3/4"C 3/4"C STA.17+75
STA 16+78 CONNECT TO
EXISTING SERVICE RIGHT
(A.B.) STA 17+80, 10' LEFT W E-
S �� •. N I dl
TA 16+33 CONNECT � / a IJe ""'` '"' • o
EXISTING SERVICE RIGHTT '\,.
8"MJ TEE W/ a o
CONCRETE THRUST
BLOCK(A.B.)
z I z m
LEFT CONNECT TOEXIST.6"C.I.PIPE w
W/8"z6"MJ REDUCER E o C
z w w
PQ O r O
x z
E x
a.
4820 4820 P I'PE BACK ILL HORI . SC LE 1" = 2 N Ili M
TA 15 60 17+ 0 INS ALL VE T. SC LE: 1' = 2' 00
22C LF 8' CL51 D.I.P. a, II CD
CD_
RE TRAIN ALL DINTS
4818 ro 4818 'tlj0* Gl,
P
Q
M S E
4816 m 4816
6
a a W
W
N w o ¢ Y a F
W w z m _�
4814 J 1' _ Y 4814 �LI
N U X I Ill m- J
a a In > W
z - z :� _ O
4812 + rn x N r 0 4812
w w `r° = a N Q O
(/I U W W f-N t
O U F O o O
W W Z U U V1
4810 Z o 1.z o 4810 z
F2 < o
p z E
o o I
+ + U W
Q + W z Who
aaoe N 4808 E-
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E N
W o -
W w O �
4806 4806 E E-I
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ROVID INSU TION
4804 4804
SEE DETAIL SHEE D-1 0
S A 17+2 -17+0 A.B. E
F�
4802 ro 4802
ro ao rri
o r r of
v o 0 0
4800 ° v 4800
0 a a a
O O O SHEET No. 5
m<o m mM r mN to m A+ +
� om on �MO16+20
C2 [�ti MC1 Ii Ni MI, [i ti t+l [i i M16 mIn 'i t7 Mm M[i Ihm Mc'i O17 V(� V[o
O V V V V V V V V V V V O V V V V V
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RECORD DRAWING
I ` ! RBBERT J.t;
I - 10337PE 1 -
4 STA 0+47 3+30(A.B.) S-Ie: 1"= 20 _ _ ° '• S E�V `
\ EXISTING HYD. ASSY. STA 5�01 INSTALL 8"x6" MJ TEE,
TO REMAIN IN SERVICE 8 LF 6" D.I. LEAD PIPE &
;,� BURY HYDRANT ASSEMBLY LEFT O 0 20 40
\ DRAWN BY: KMG
STA 0+49 REMOV EXISTING GATE VALVE 6.5'(A.B.) I
E
_, CHECKED BY:
3+35(A.B.) APPROVED BY:
STA 1+91 CONNECT TO STA— INSTALL
VLF l � � EXISTING SERVICE LEFT 8" MJ GATE VALVE W/V.B. ; DATE: 11-14-2013
ONN.TO EXIST.PIPE W/8'k6"REDUCER(A.B.) (A.B.) STA 5+60 INSTALL
STA 0+50,8"G.V.(A.B.) STA 1+41 CONNECT TO (A.B.) 8" MJ TEE, SEE SHEEP
C(A.B.) EXISTING SERVICE LEFT
a \ 609 STA 0+77 CONNECT TO (A.B.) STA 2+93 CONNECT TO "W2" FOR WATER MAIN
3/4"? ISTIN SERVICE LEFT EXISTING SERVICE LEFT INSTALLATION EAST & WEST
601-6 3 525 (A.B.) STA 4+87 CONNECT TO
(A' .) 517 STA 4+05 CONNECT TO EXISTING SERVICE LEFT w
3/4"C EXISTING SERVICE LEFT STA 5+22 INSTALL - a _
3/4"C (A.B.) 511 (A.B.)
x x— 3/4"C 8" MJ GATE VALVE(AW/)V.B.
p B
132 U)
PQ
01
PL
z
oll
610
1.5"C 528 L� i
3/4"C
STA 1+80 CONNECT TO (qg) 3'4"C 5 \_ 512 \_ �1
EXISTING 6" D.I. MAIN STA 1+20 ^^"'v-o HFe;-E) EXISTING SERVICE RIGHT 4 C 4� 3/4"C h\
STA 0+52 STA 3+54 CONNECT TO g N z
SERVICE REPLACED STA 2+56 CONNECT TO w
INSTALL TEMPORARY 2" 1"TO CURB STOP& EXISTING SERVICE RIGHT STA 3+15 CONNECT TO EXISTING SERVICE RIGHT O o
DIRECT TAP FOR TESTING 3/4"FROM CURB STOP TO (A.B.) EXISTING SERVICE RIGHT (A.B.) a cp x
PURPOSES (A.B.) HOUSE(A.B.) (A.B.) _
a
STA 0+51 CONNECT TO m 0 d o
EXISTING SERVICE RIGHT
z z m
(A.B.) o N
NI
E-I z o z
v W W N ep
O p O
H z
a.
3 PE A BACK ILL
m ro o STA 0+49 - 5+60 IN TALL 11 L ORIZ. SCALE: 1" 20' ill li, �o
z Y 8" CL 1 o w D.JI VERT. SCALE: 1" 2'
RE TRAIN ALL INTSz W Ili
00
4820 Y o Y a m 4820 li CD 2
_ x 6i m o a d Pam.
m a m X ra a wz o
N m U O m W Q _ Y
Z
4818 a x m} z O 4818
Or a = II
r o o a N o j ¢ o a j E-
x
+
U 3 3 Q o z W
w w F m ¢ o a > m x Z
+ p m w + a - m i� z_
4816 o r - o o + w N + w °J J > r. x 4816
Z o o z o c
N z Q Q OU U I Q ~ H r ? r Q w U N N
O+ H N
> -
U
a z a m a
+ w z w w o? x z m+� o o :%> w
4814io5 o w F ro - F N - 4814
m w w 0
+ Z Z h F U O� x
OZ
6"SS z + w
+
w w
4812 I F +a a + U w a a 3 3 4812 � EW
a z �
O - d
+m w o z+
PROVIDE INSULAT ON — O1 F + F
DfP
SS _ cn a 0
_ a o
4810 SEE D TAIL SHEET D-1 '^ m z o w 4810 O
STA 0+49- +65(A. .) SS +
qua ¢ 0.a0
+
SS _ 30"(A.
4808 m 4808 E-
GZ]
E- x
4806 SSS 10 MIN 4806
o
II o
4804 = 4804 CC
z
-
a
4802 tO o o rn r 4802
o o a W
of D
Co
++
a
O O O O O O O ap SHEET No. 6
4800 ~ ~ ~ ~ ~ ~ ~ ~ ~ 4800 NN r C y O MW MW OO O OW tp N M NN N m W Nr N V ON r Ot0 yy M O tM0 O Nr M NM q
N of N G2 G2 G2 6 16 16 16 N N ' N N N N N c6 r W5
M M lh lh N
v a v v v v v v v v e a v v v v v v v v v v v v a v a v v v v v v v v v v a a v v v v v v v a v v v v a v v v v v
0+ + + +60 0+80 + + + + + + + + + + + + + + + + + + + + + + + +0 b+'80
OF 20
111111T Illlrprrrr
oo.�."Q`N T A Nq ii0000.
/ _ U ca I `coa f .
o � /
I I ! RBBERT,J.t;/�=
g Z-311111 o a,7 -*1 MURRAY JR.*_
I
Scale: 1"= 20
0 10 20 40 STA 0+60, REMOVE EXISTING —
Scale: 1"= 20 �NAL
16 VALVE, 2-16"x14" w _ Scale: 1"= 20 rnnuum uunan
REDUCERS & VALVE VAULT 0 10 20 40 '_ 0 10 20 40 DRAWN BY: KMG
1n INSTALL 14" MJ GATE H; CHECKED BY:
>- _ VALVE W/V.B. & (n
/ CONCRETE THRUST BLOCK PER } n m F I APPROVED BY:
STA 0+00, REMOVE C.O.B. STD DWG#02660-3 ( STA 0+00 REMOVE EXIST. 8"x6"TEE DATE: 02-07-2014
EXISTING VALVE -� (A.BJ �� H & GATE VALVE. INSTALL 8" MJ TEE Qf
INSTALL 14" MJ GATE 0J I SEE SHEET "W2" FOR WATER MAIN
VALVE W/V.B. & - x CONTINUATION ON E. STORY ST.(A.B.)
,���I--
0 , TE THRUST BLOCK 0
PER C 0.6. STD DWG#02660-3 _ sm _ ..
AB sm- g STA 0+20 CONNECT TO EXIST. 8" F
( ) � =� 8" MJ GATE VALVE & V.B.(A.B.)
�I
I fit h
o
m
0+00 9
55 I I o+so
S.BLACK AVE - _ o BOGERT PLACEPQ
o I` S.BOZEMAN rE
- o
M
STA 0+4 REMOVE EXISTING 6"TEE 8" o
INSTALL 8" MJ TEE(A.B.) ,Zy e�xe
SEE SHEET "W3" FOR WATER MAIN
- CONTINUATION ON E. STORY ST. �1
h STA 0+00 INSTALL
8" MJ GATE VALVE W/V.B. & , 2
STA 0+40 REMOVE EXISTING CROSS I a / I c W F w o
ws _
MAIN
o INSTALL 14 x8" MJ CROSS I 8 CONNECT
TREDUCERTI&GCONCRETE I N W I
SEE SHEET "W1" FOR WATER MAIN THRUST BLOCK I s O o
CONTINUATION ON E. STORY ST. (A.B.) a cL x�C
O z I z o
o m
w .W�. � a
I
N E- z- a0 6 m
W W
RECORD DRAWII�IG x
� n
TYPE A BACKFILL TYPE A BACKFILL TYPE A BACKFILL W Ili,
STA 0+00 - 0+60 INSTALL 60 LF STA 0+00 - 0+20 INSTALL 20 LF STA 0+00 - 0+40 INSTALL 40 LF oN 00 8
14" CL51 D.I.P. 8" CL51 D.I.P. 8" CL51 D.I.P. ca co
RESTRAIN ALL JOINTS RESTRAIN ALL JOINTS RESTRAIN ALL JOINTS
4820 4820 4818 4818 4818 4818 II Y
ORIZ. SCALE 1" 20' H RIZ. SCALE: 1" = 0' H RIZ. SCALE 1" = 20' J GP
VERT. SCALE: V 2' V RT. S ALE: 1" _
ERT. SOALE: 1 = 2
0
4818 4818 4816 4816 4816 _ 3 ° 4816 E-
X ad o z m
o'w
a❑ -
m ° m a a z �14
4816 x z N 4816 4814 4814 4814 3\ o x 4814 QI Sao ut 3 0 z ^ m ¢
Y m
O Z m KFo Z 3 > In m N
'aU w N O
X>O m o+ ro431 Jm ¢ °w ~VIO ° rn N Ha O CW
4814 m m Q o o a> 4814 4812 X 4812 aelz a w 2 0 ° aalz E- Z Z
+ Q N 3 O
>HS w�H Ww a_ IF�yMYI
wpm w ? ¢=
Fi o�w ° z3p0- a »Ci z z �zo cn In
o
4812 +Fc�i +iza 4812 4810 ol~"O z' 4810 4810 vJai 4810 E-1 z FWx] Z
azo °N ° ra o onF �� �� ° �No Z z E.
W
° woo ~ awo 03 o
+SID
O O
w
4810 \ 4810 4808 4808 4808 ° E- O aao9 W z W =
18"MIN � � W
W
W
4808 4808 4806 4806 4806 4806 �4 I x
PROVIDE INSULATIONO I-a
IF DEPTH DF COVER IS [ly
LESS THAN 6.5' (TYP.) U
4806 _ SEE DETAI SHEET D-1 4806 4804 4804 4804 4804
STA 0+05, S.D. XING STA 0+00-0+20
WHERE 18" OF VERTICAI. SEPARATION
m CAN OT BE OBTAINED, ROVID m & CITE VALVE m m m
PLOWABLE FILL, MIN. 10' EAC Q
rn SIDEOF S ORM ING & FULL M o
4804 m 4804 4802 4802 4802 16 4802
o WID H OF UTILITY TRENCH TO16
MID HEIGH OF S ORM IPE ¢ ¢
n
a: am-� a a� aN a a a 0
Omm O C; Oo O O p
4802 ~ ~ ¢ ~ 4802 4800 ~ ~ 4800 4800 ~ ~ ~ 4800
ap aD N tp N
1
N N N N SHEET No. 7
a v a a v v a a a a a v v v v
-0+ + + + + +80 -0+ + + + +60 -0+ +00 0+20 0+40-----(Y+'60 W 6
1 OF 20
s,q\`GNTAIV ri0000,.
mff
// • ROBERT J.t�_
l I _*i MURRAY JR.*_
"%�I�Nllmn nm`000•
DRAWN BY: KMG
CHECKED BY:
x I APPROVED BY:
6+86(A.B.) INSTALL NEW 48"DIA.SSMH(A.B.) _ DATE: 04-11-2014
STA-0-W - ;^";-f';^If^T T^"^^STA 7+75 h w FORMED FLOW CHANNEL INTO a
ri
4"ISDR 26 NORTH&CAP�C `j. U EXIST.MANHOLE(A.B.) Y;
_ W EXPAND EXISTING PENETRATION L°
F BEYOND SIDEWALK '"" "' """'= Q &CHANNEL FOR NEW 8"DIA.MAIN w
6+36(A.B.) "INV. W=4804:P704.18 A.B. x z � E"
STA 5+36 STAB*? .," ( ) ( ) Q W I INSTALL 30LF 8"SDR-35 PVC
SSMH#1 INV.OUT(N)=4800..86 03.98(A.B.) U'
INSTALL OR SDR-35 SVC N ro 6Rg6E-&-FINAtHdVERT
RIM=) 4864(-1- q"SDR-2s NORTH&CAP SVC - m AFTER-EXPLORATORY EXeA ATteN I I z
INV(E)=38B5:3t 5'BEYOND SIDEWALK 7+3p(q,g,) W
05.34(A.B.) STA�1� SEE ! � O
INSTALL 8"x4"SDR-35 WYE, U o INV.IN(SW)=4806.23(A.B.), I -Q �_ o 0
4"SDR-26 NORTH&CAP SVC —" SLOPE=0.8339 = I 9 a ",
5'BEYOND SIDEWALK 3 \ 3 s ! NO = y ig W
— 17+00 I
w —w w ` w 0 LF 5+00 1
3 _ CONNECT D SD SD ! s CO
+00 y "6+00 ! +00 s -" g+0, _ G SO CLAY W/ECC.REDUCER
FERNCO CPLR.(A.B. s
E.STORY ST. m
z �° N z i
0 9
E-F pZ d
E _
IPO Ka
-z'S A 17+61,14.1'RIGHT ar
INSTALL NEW 4'DIA.SNORTH I O c7 F• c
STA 5+45 I � I STA 14+42,13.2'RIGHT 2 1 2 m
INSTALL 8"x4"SDR-35 WYE II REMOVE EXIST.CLEANOUT& ROTATE ACCESS NORTH o
&CONN.TO EXIST.4" STA 6+12 STW 7+70 -:J RIM=4814.08(A.B.
I REMOVE EXISTING SSMH INSTALL 4'DIA.IN EAST INV.IN(W)�806:00-+/-%' ( I °o'�a � W a
CLAY SSS SOUTH INSTALL ONN.TO EXIST.
WYE CLAY SSS R-3 SOUTH CLAY SSS SOUTH �'i ONN.TO EXIST.H CLAY SS MAIN EAST
STA 6+5 STA 7+27 &ASSOCIATED PIPE (A.B.) INV.OUT(NE) 4 I C
(A.B.) &COLA TO EXIST.H INSTALLONN.TO EXIST.
WYE INSTALLONN.TO EXIST.
WYE ,i &ROTATATE MANHOLE ACCESS NORTH
CLAY SSS SOUTH &CONN.TO EXIST.4" &CONN.TO EXIST.4" I (A.B.) RIM=4819:7913.77(A.B.) RECONNECT 6"CLAY SS FROM WE W G.j IN NORT N S
( ) (q B) (A.B.) I „., - INSTALL EAST T TO EXIST.SSMH W 8"SDR-35 PVC AIN CHURC I W
I INV=480750-+F-4'08.72(A.B.) Pa
I I it
x z
V STA 17+61-17+90 p'
REMOVE EXISTING y
6"CLAY SEWER MAIN
I L (A.B.)
_
a m co
I
wo i I B
RECORD DRAWING
48,9 m Q 4818 H
d'21
a o N NOTES:
ae,s M - ae,s �
N wl s o e 0 1. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO a
w z ORDERING SANITARY SEWER MANHOLES SSMH#2 Q STA 14+42&SSMH#3 @ STA 17+61.
fnKZ Wp Jr
3 0 2. CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING SEWER SERVICES
+¢4814 O
— EXISTING GRADE x NF 4814 OPERATIONAL THROUGHOUT CONSTRUCTION BY USE OF TEMPORARY I--I
INISH GRADE a N Z' -- BYPASS PUMPING AS NEEDED.SEE SPECIAL PROVISION#44.
3. THE LOCATION OF EXISTING SEWER SERVICES SOUTH FROM THE PROPOSED [-
8-INCH SEWER MAIN FROM STATIONS 5+36 TO 7+27 IS APPROXIMATE. w 'Z
4812 4812 CONTRACTOR SHALL POTHOLE EXISTING SERVICES PRIOR TO INSTALLING THE PROPOSED E-1 d [z]
'^ MAIN SO THAT SERVICE WYES CAN BE INSTALLED IN THE CORRECT LOCATIONS. d F
F W
ao 4. CONNECTION OF PROPOSED SERVICES TO EXISTING TO BE COMPLETED O O
4 i USING FERNCO STRONG BACK RC COUPLING OR APPROVED EQUAL.SEE �+
4810 4510 SPECIAL PROVISION#49.
P= E.
a > J N U]
_ a
WS m ^a a E
4808 N ¢N J F 4808
z zm Q
� n �
4806 il^ 4806
.50 r
- O
E-I
4804 4804
LCJ
O
4802 0Q 4802
ni ni ci ni ni ni ni ni ni ni 16 ri ri ri ci N�i �i �i �i �i �i SHEET No. 8
xv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v
w
5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 s I
OF 20
.ao&\0 GNTA V ii0000,.
U RECORD DRAWING A, 1 N 1 R
+• OBERT J.
MATCH EXISTING 10337PE 11y
scale: 1"= 20
"% Nllmn nm`000•
0 10 20 40 -
w
F 1'� N DRAWN BY: KMG CP "STR"
LI SET REBAR W/AC REMOVE& REPLACE W CHECKED BY:
N=523375.445 EXIST.WALK
E=1'76623.684 RESIDENTIAL DRIVEWAY Q 04 APPROVED BY:
EL=4814,35 APPROACH PER COB BOULEVARD ALLEY (NP) Y J +
ADDITIONAL ASPHALT, I STD DWG#02529-11 APPROACH PER COB INSTALL RED RAMPS P F U 9 In DATE: 11-15-2013
CURB,&GUTTER STD DWG#02529-7A RESIDENTIAL DRIVEWAY COB STD DWG#02529-880
REPLACEMENT(A.B.) APPROACH PER COB m 6"SCH.LI
ADDITIONAL SIDEWALK PVC UTILITY CONDUIT H y
srD DWG#ozszs-11
1 REPLACEMENT(A.B.) zn
INSTALL RED RAM PX PE R-15 I F _
w
COB STD DWG#02529-8 - �� I ftR5� _ R-15' Z o
x u xxx \l J
�J o U v On
o
4e1a.76 — — - i
+oo _ W 1+00 E.STORY ST 2+00 3+0o W W o
4+00 5+ S
I'I I I I Qej4
'814.25 q
�I
TO 8
F <- z°
ROAD RECONSTRUCTIO
STA 0+32 BEGI \� —
y o
\ // r7��
I-i
�1 n
RESIDENTIAL DRIVEWAY (
NST-ALLTK:R „ ems I CP "SBL" R=15' c+.+
APPROACH PER COB
STD DWG 02529-11 I BOULEVARD ALLEY I RESIDENTIAL DRIVEWAY F W F, ti ti
# SET REBAR W AC w O
�Lj- APPROACH PER COB APPROACH PER COB /
l c .. STD DWG 02529-7A STD DWG 02529-11 N=523332.525 W
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INSTALL S.D.INLET#9 LINK SEAL PENETRATION
DATE: 03-05-2014
T.C.4812.99(A.B. INV=4808.79(A.B.)
INV(S)=4809.61(A.B.)
STA 4+36
6'DIA.OUTLET STRUCTURE MH
STA 0.S.D. 20 LF OF 6"CLAY SEWER PIPE RIM=4814.23(A.B.) F
4'DIA.S. MH#5 INSTALL 17LF 12" REMOVED AND REPLACED W/ INV IN(W)=4808.93(A.B.)
RIM=4813.05(A.B.) SDR-35 PVC PIPE 6"SCHAO PVC(A.B.) INV OUT(E)=4808.83(A.B.)
INV IN(S)=3809:,411.21(A.B.) @ 1.00% - m
INV OUT(E)4809.43(A.B.) (A.B.) 7.
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INV IN(W)=4809.33(A.B.) w
INV IN(W)=4816:04 11.49(A.B.) INV IN(N)=4809.44(A.B.) .. a Z cv
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INV OUT(E)4809.13(A.B.) o a ,m
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4'TRENCH WIDTH MINIMUM ASPHALT TRENCH RESTORATION ZONE _*f MURRAY JR 1*2
EXISTING ASPHALT • 10337PE i�y
SURFACE&BASE
COURSE TO REMAIN PLANT MIX ASPHALT , �• � ,?�LTSTET�°V�'„m�
PROVIDE SURFACE COURSE ':�' •, ° ANAL ."`�
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3/8"MINUS HIGH DENSITY INSULATION BOARD "•"
CRUSHED ROCK STYROFOAM BRAND HIGH LOAD 60 ►• DRAWN BY: KMG
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ABOVE AN BELOW ( •,('•.►.
INSULATION BOARD OR APPROVED EQUAL). - ,• .•� Y;:�'!'.
PROVIDE 2"THICK INSULATION ` CHECKED BY:
(A.B.) BOARD IF DEPTH OF COVER IS 6.5' p • ••••' J`A'`/\J,
TO 5',AND 4"THICK INSULATION - _ O APPROVED BY:
BOARD IF DEPTH OF COVER IS JII -III- rE
y REDUCERJDATE: 11-19-2013
SS THAN 5'. -1'CUT-BACK 11"MINUS CRUSHED MIN.
ASPHALT ONLY IF III AGGREGATE BASE COURSE
(BOTH SIDES) III = UNDISTURBED EARTH
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6"MIN. 5'6'(TYP.)(A.B.) 6"MINIMUM OR 12"MAXIMUMTO
BASE NCDISTR BED AGREGATE ,,l,r..,, •:r.!: :,r' ❑
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NTS 1. WHEN THE EDGE OF ASPHALT CUT-BACK IS LESS THAN 3 FEET FROM THE 0
GUTTER OR CURB,THE ASPHALT SHALL BE REMOVED TO THE GUTTER STANDARD DIMENSIONS FOR THRUST BLOCKING
OR CURB AND RESTORED. NO SEPARATE MEASUREMENT AND PAYMENT SHALL Z y
BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK TEES�¢PLUGS 90"BEYJD 45°BEND&WIES REOLIGE�$.k'
SHALL BE INCLUDED IN BID ITEM XXX,ASPHALT SURFACE RESTORATION. FITTING ZZ 1 BEND
2. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR WATERSIZ ES A ® A B A B A $ tM0
MAIN REPLACEMENT IN DELL PLACE. �y N
PROVIDE TEMPORARY PATCH WIDTH AS 4" 1'-7' 1'-2" 1'-9" 1'-B' 1'-8' 0'-10' i'-7" 0'-8"
WITH FLOWABLE FILL. REQUIRED ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN ®" 2'-Ow 1'-j1" 1'-8" Z'-2' j'-j0" 1'-7" 1'-9" 0'-10' m
TEMPORARY WATERLINE TYPE "B"-4"(2 LIFTS) 6"BASE 9" c Ir
8` 2'-8' 2'-8' J'-2" 3'-0' 2'-3" 2'-1" 1'-9' 1=8" W E
3. GRAVEL STREETS SHALL BE RESTORED WITH SAME SECTION USED FOR 10' 3'-4' 3'-3" 4'-0' 3'-101 J'-0' 2'-9' 2'-2' �2'
11"
ASPHALT STREETS,EXCLUDING ASPHALT PAVEMENT. N W k I
CUT THROUGH 12' 4'-0` 3'-10" 4'-8' 4'-8' J'-8' 3'-3' -3" O oPAVEMENT TO 4. FLOWABLE BACKFILL pz
id' S'5' 3'-10" 8'-8" 4'-if" -5" � � ,o
PROVIDE ATH F// V/// EXISTING PAVEMENT W O
O MI6IMUOM COVER A. FLOWABLE FILL SHALL BE POURED TO WITHIN FOUR(4)INCHES p P. z
OVER TEMPORARY O O O O OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF METRIC DIMENSIONS FOR THRUST BLOCKING 1 d
WATER LINE. O O O O THREE(3)HOURS PRIOR TO PLACING ASPHALT SURFACING. REDUCCffJJtt..c X O z I z Om
flT77M; TEES&PLUGS 90°BEND 45°BEND&WYES 22 1ITMD
B R THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY,
SLURRY SHALL BE POURED TO THE TOP OF THE ASPHALT SIZES
\\ SURFACING,AND A MINIMUM OF THREE(3) HOURS CURING E-1 .z-, a0 z m
O O O `BASE TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO 10Cm 0.5m 0.4m 0.5m 0.5m 0.5m 0.3m 0.5m 0.2m Hy
PLACING THE ASPHALT SURFACING, 4"OF SLURRY MIX SHALL BE z W W
REMOVED,AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM 150m 0.8m 0.8m 0.7m 0.7m 0.8m 0.571 0.571 0.Sm W o N C
OF ONE(1) FOOT BEYOND THE TRENCH LINE. 200m 0.8m 0.8m 1.0m 0.9m 0.7m 0.8m 0.5m 0.5m W "R
C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO 230m Lom 1.Om 1.2m 1.2m 0.9m 0.8m 0.7m 0.8m Frl �i
PLACING THE PERMANENT ASPHALT PATCH.
SOcm 1.2m 1.2m 1.4m 1.4m 1.1m 1.Om 0.&1 0.7m E-I z0
D. A MINIMUM OF FOUR(4) INCHES LT HOT ASPHALT I LIFTS) SHALL 0.1
UPON COMPLETION OF WORK, REMOVE TEMPORARY LINE BE USED FOR THE PERMANENT ASPHALT PATCH.COLD MIX ASPHALT 380m 1
.8m 1.2m 2.0m 1.5m 1.4m 1.Om 1.Om
AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS
TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF AVAILABLE. NOTES y
FLOWABLE FILL BACKFILL. 1.THESE TABLES ARE BASED ON 150 PSI(1D30 kp0)MAIN PRESSURE 2.%RAP ALL FlT7INGS mTH POLYETHYLENE
2000 PSF(9800 kp/m°)SOIL BEARING PRESSURE REVISED, 12 27 90
TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL DETAIL - ASPHALT STREET SURFACE RESTORATION MONTANA PUBLIC WORKS SCALE: THRUST BLOCIKJNG I STANDARDDRAIG o co
NTS NTS STANDARD SPECIFICATIONS NONE FOR WATER MAIN (FITTINGS NO.02660-1 II CID
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-- 24"DIA.ACCESS 2'-O" (TYR OF 2) CHECKED BY:
/ 2e-Ovv � APPROVED BY:
DATE: 11-18-2013
STA 0+27, 0.7' LEFT " s"Dwv so-BEND FLOW
EXIST. SO MANHOLE TO _ I� N 6"DWV 90-BEND FLOW W/DOWNPIPE 6'_O"
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INV IN SE (PROP.)-4811.00(A.B.) FLAW 24 DIA.
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A.B. LID&FRAME 4813.10 (A.B.) 'a 13
PROFILE VIEW LID&FRAME 4814.06( ) 15"KOR-FLO PVC PIPE
REMOVE EXISTING (TYR OF 2) PENETRATION (TY( .B)
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8" W/1.75"TAP W W
S. TRACY AVE & E. STORY ST. STORM DRAIN IMPROVEMENTS d6654 x z
05.34(A.B.) 1 ,000 GALLON OIL/SAND INTERCEPTOR #2 — DELL DRAINAGE E- a
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11 * M n
SCALE: 1/2" = 1' b�
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SUSPEND MJ TEE W/3-EACH RECORD DRAWING
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14"D.I.P. PENETRATION
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(AB)
SEE C.O.B.STANDARD NOTE: _ awl - `�IIIII-11 F-II
DETAIL#02730-4 AT THE EXISTING BOX CULVERT CROSSING OVER '� [-
14"MJ PLUG 2'MIN. FOR ADDITIONAL BOZEMAN CREEK FROM STA 13+22 - 13+36, W �y
W/2.25"TAP
ON SIDE NOTES MODIFY THE TYPICAL ROAD SECTION AS FOLLOWS: 3" ASPHALT CURB ELEVATIONS USED: E_ W O
TAP INSTALLED CATCH CURB DRIVEWAY LAYDOWN = TBC - 0.28 d
Qa'
6" OF 1" MINUS CRUSHED BASE COURSE SPILL CURB DRIVEWAY LAYDOWN = TBC - 0.38' 4
OF TEE(A.B.) 4806.20 1. GEOTEXTILE FABRIC NOT REQUIRED d [-
' 2. REMOVE 3" MINUS SUB-BASE COURSE 12" OF 3" MINUS SUB-BASE COURSE EDGE OF ASPHALT CATCH CURB = TBC - 0.38' Z E- m
.°a 3. PLACE & COMPACT 1" MINUS CRUSHED BASE GEOTEXTILE FABRIC EDGE OF ASPHALT SPILL CURB = TBC - 0.58'
COURSE FROM TOP OF CONCRETE ON BOX TOP BACK OF CURB 48XX.XX O �"
CULVERT TO BOTTOM OF ASPHALT GRADE. SPOT ELEVATION (TYP), TBC
OUTLET STRUCTURE MANHOLE #5 - DELL PL. DRAINAGE o09
0
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CASING CHOCKS- 3 EACH PER CASEMENT LIMITS u
PIPE SECTION(TYP.)SHALL BE W
POWER SEAL MODEL 4810,CENTER
ARRIER PIPE RESTRAINED OR APPROVED EQUAL. BOZEMAN CREEK
CA IN
CHOCKS Q
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0
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8"D.I.P.CARRIER PIPE AND CARRIER PIPE WITH
SECTION A STAINLESS STEEL BANDS.
SECTION B YBELL END OF PIPE,
NOTES:
1.8"D.I.P.CARRIER PIPE PLACED INSIDE THE CASEMENT PIPE SHALL BE SHEET NO. 18
RESTRAINED JOINT PIPE. NOTES:
2.CENTER RESTRAINED CASING CHOCKS INSTALL 3 PER PIPE LENGTH-MIDPOINT ROAD BORING AND JACKING-TYPICAL CROSS SECTION MME YIELD CASEMENT-PIPE
35000 A53
WALL FOR BORE AND JACCK PROFILE
LIMITSE�AND MAXIMUM OF 2'FROM EACH SIDE OF THE JOINT.
BORE AND JACK DETAIL THICKNESS=0.375'
D2
NTS
OF 20
I
PROPOSED _ PROPOSED _ PROPOSED PROPOSED Z
W GRADE 1.16% GRADE 1.197 GRADE 1.29% GRADE 0.51%
Z m
m r Scale: 1"= 20
m REMOVED&REP REMOVED&REPLACED REMOVED&RI
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o w p REMOVE AND REPLACE DRIVEWAY APRON
o U �'n°N' v W/TOPSOIL a W/ �+n +x'�m 0 10 20 40
TO MATCH NEW CURB 8 GUTTER TYP.
W/TOPSOIL ¢ ¢�� m II PROPOSED
;o� FU FU @OWNERS NUm @ m@ OWNERSREQUEST A.B. REQUEST(A.B.) REQU F g o w CURB&GUTTER DRAWN BY: WES
CHECKEDBY: ASK
- APPROVEDBY:
DATE: 12/21/09
—��— STA 2+71 REMOVE&REPLACE ASPHALT
SD SO SD REMOVE-&REPLACESERVICE WALKS— SD SD MATCH TO,F.ZCISTING SD T LIMITS SHOWN,SEE DETAIL sD $ sD
TO MATCH NEW CURB&GUTTER(TVP.) CURB&.. ER S ET"S2' W
STA 3+28 F.L.=94.46 (~
1 ss F-ss- —I— ss� —ss A
MATCH O EXISTING
6+00 S. CHURCH AVE. rJ+00 PROPOSED CURB&GUTTER(TVP.) 4+00 CURB 8 GUTTER 3+00 S. CHURCH AVE. 2+00 1+00 STA 0+56.5 0+00 w z
MATCH TO EXISTING
w ADDITIONALASPHALT f`IIR�&('UTTER
F.L.=97.47
f f
�P� �.� TBM HYD.ARRO
o
BOLT=100.00FF
O
;m oN n� �m Sw noo w o z
¢ ¢II ¢n QIIn QII QII QII
rU rU FU FU FU �° rU FU m fU FU FU w o
m m N m m m .1. to F m LL N m m F F m F m F m F N
K w O
O
PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED
GRADE 1.49% GRADE 1.07% GRADE 1.58% GRADE 1.22% GRADE 1.91% GRADE 0.86% GRADE 1.39% GRADE 1.19% GRADE 1.78% GRADE 1.24%
O
W o
PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED wZ
N b
% GRADE 1.48% GRADE 1.77% GRADE 2.44% 7gM CENTER TOP GRADE 1.43% GRADE 1.62% GRADE 0.95%
BONNET NUT=89.81
m + + +9 o 9 +m c SEE INTERSECTION DETAIL +m, j n m m m m w F o
SHEET"CR2" " 0 1 z
FU FU F 1 FU FU HU HU y FU FU rU tiU m~ O
m m m m m m m m m (n m m m N m m m
z °
� z o w a
U W N N v
0
w o
. Ey
50 SD SD SD c SD J SD SD EXIST TEL MI{s D 50 SD SD
TO REMAIN
�s ssi ss ss Ss I— + IS ---------------ss �s 1 �s-
12+00 11+00 CONNECT SIDEWALK 10+00 S. CHURCH AVE. 9+0 6}00 7+00 }00
CHASE TO NEW CURB TBM HYD ARROW 6
FLOW LINE BOLT"6'=93.52
W III II 'bo
F F 9 F F (D 0
REMOVE&REPLACE
V o PORTION OF APPROACH REMOVE APPROACH 8 Z m z m Z w Z w �I'O* 0 P~Y
a� o �`" RESTORE BOULEVARD ? �� �w 'N w void o �i g�� a 1.pw
�n �m =_m _om o_m mm +wo `+u���6 wo --O Xc7°iml' +X�m
HU FU fU HU rxm� ¢ww
=¢I-0 wm mm mm mm mU W rx
y FUw FALL 2U EU
�U �U
PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED
GRADE 1.51% GRADE 1.81% GRADE 1.87% GRADE 1.28% GRADE 1.a2% GRADE 1.76% GRADE 1.a9%
U
�1 E.
z
a �
w
z
PROPOSED PROPOSED O '�
GRADE 2.25% GRADE 1.48% y (1i
U w
" F" x
N� RECORD zoE-)
LEGEND U z
SEE INTERSECTION DETAIL —� DRAWING
W W
D SHEET"CR2" SO — F ISD XX.XX FINISH GRADE SPOT ELEVATION W CC
Es -
.4
13+00 S. CHURCH AVE.0 12+00 XX.XX x
EXISTING GRADE SPOT ELEVATION
EXISTING SIDEWALK
O z PROPOSED CURB&GUTTER C
TBM HYD I m x o
ARROW BOLT=82.70 I N ~ 0 DETECTABLE WARNING SURFACE V7
H
op O
m
o PROPOSED
GRADE 1.51%
SHEET No.19
CRI
OF 20
I
�z�
I
REMOVE EXISTING INLET
INSTALL NEW INLET 8 y U
ONNECT TO STORM DRAIN LINE H z
TBC=81.17(A.B.) REMOVE EXIST.
F.L.=80.64(A.6.) WALK TBM CENTER TOP
INV.=77.87(A.B.) DRAWN BY: KMG
BONNET NUT=89.81
CHECKED BY:
INSTALL NEW
80.72 RED RAMP EXISTING RAMP APPROVED BY:
h TO REMAIN DATE: 05/01/14
(80.75) F U U) REMOVE&REPLACE s�
MO E EXISTING INLET ul m MATCH TO RAMP INLET CASTING
INS L NEW INLET& EXIST.TEL MH EXISTING NEENAH R-3067-L, FT] N
ZEJIW 7032064
0 OR Ey
ONNECT TO S ORM DRAIN LINE TO REMAIN I 1 CURB&GUTTER fBBVE-EX>3Ti DEFTER 2da7L.OR 0 0
TBC=8L18(A.B.) 75'RAD 1 1 -T D&L -35n
EL=80.65 q.6. EXISTING RAMP TRANSITION CURB GUTTER A
( ) TO MATCH INLET CASTING w z
INV.=77.50(A.B.) I �' TO REMAIN iBE--B7-9fi EXISTING INLET (TYPICAL FOR ALL INLETS)
LEFT IN SERVICE(A.B.)
80.93 ONE F� ,ppNe PI�.IE rvE��sorvE iNv-�--ease-
\ 86 PRECAST CONCRETE,
sp Ci.,-1 28 M-3000 OR C-3000 F
o W 86 93
SD SD "„", ",� SD 85,76 VARIABLE(3 MIN) .e, w
=FBE---B7-3B EXISTING INLET 3'-0" No.a BARS Ar 12"CENTERS O� a
S. CHURCH 6 LEFT IN SERVICE(A.B.) 75 R MATCHIST TO I 4 MAX.,SPACED EOVALn z
--ro-o6' Fo ,S,Y� I EXISTING o 3
CURB&GUTTER I o
13+00 \ 12+00 —— = I o PRo— — — — — - Fly o
REMOVE EXISTING INLET -`-o= P"oNFFO FBHory vHo�� Pr�+E o
\ h INSTALL NEW INLET& —STA 9+50 �'Ff �-1'(1 \ 86 7.5'RAD F /Cp 6' MP.)
1 GRADE BREAK 6'
1 R CONNECT TO STORM DRAIN LINE S�
RE OVE EXISTING INLET " 00 O O TBC=81.43(A.B.) SD SD SD SI
O' '�' F.L.=80.90(A.B.) W FRONT VIEW
w LETS `" L INV.=78.21�.)— REMOVE EXISTING INLET
CONNECT STORM DRAIN LINE INSTALL NEW INLET& REMOVE EXISTING INLET a"MINIMUM,T'MAXIMUM OPENING
TBC=81.02(A.B.) CONNECT TO STORM DRAIN LINE INSTALL NEW INLET& r�
t F.L.=80.49(A.B.) TBC=86.44(A.B.) ram-+
_ CONNECT TOI STORM DRAIN LINE = s/8"SMOOTH ROD
A INV.OUT=77.70(A.,� a ABC=863'S(> �I
qq -SS �� g� S `CENTERED IN OPENING
9 NV IN(W)=77.80(A.B.6/� 7.5'RAD a .:)I INV. 82.74(A.B.) F.L.=86.25(A.B.) 9+Q (EXCEPT FOR EJlw 7o3o) o N
NV IN(S)=77.80(A.B.) o ) \ i"MAX OFFSET PIECE ADJUSTMENT
FOR W z o
INV.=82.94(A.B.
w (80,6 n/ I _ CASTING RACK PIECE ADJUSTMENT
> /r$1 VARIABLE 2'0 C, N F
✓F..o°` _ -SCHURCH 6"SCHEDULE 40 o a z
J 80.59 w W PVC PIPE F i p
o- O A ° Fo
B"SC .4O PVC EXISTING GROUT SEAL O ,Z m
HYD W (A,B,) 6"CLAY1 PIPE TO O tv O cN
2.70 PIPE o'1- BOX
m ----
REMOVE EXISTING INLET w g cuRe AND cuTTER To BE wARPEO � o
f 9 TO MATCH INLET. r`I� C7 o w v
INSTALL NEW INLET& P 24 N J FLEXIBLE CONNECTOR / �/
CONNECT TO STORM DRAIN LINE N Z x o BLOCK OUT FOR rTl GG O
TBC=80.92(A.B.) II F� OUTLET PIPE a n._ WrI
F.L.=80.39(A.B. w II 6 f I-4 a
INV.=78.14 A.B. Tn
( )
MATCH TO EXISTING
CURB&GUTTER F
F.L.=80.52 w
CURB INLET INLET DETAIL
INTERSECTION DETAIL INTERSECTION DETAIL NITS N ��
I 10' 1"=10' 00
� III tiQ�
00
3 RECORD
0
NSTALL r
5'ttP EXPANSION JOINTS U �a-I
AT REMOVAL W QI
________ LINE DRAWING ti
CONTRACTION JOINT O1:4 W
CONCRETE REMOVAL ¢ VARIES DOWEL FLARES AS PER _------��� -_, WITH CATCH BASIN CONCRETE FILLET(C.O.B.STANDARD 02529-2)
LINES (VARIES) STANDARD DRAWING 02529-8 j RE-INFORCED WITH#4 BARS ON 2' GRID Q
IjO _ MAT IT TO EXISTING CURB& i EXPANSION JOINT a
- Fi i EXPANSION JOINT z F
1 27 MAX I I 2' 2' O WW�11
I SPOT ELEVATION I I I I
1:12 MAX I I VARIES
(EXISTING)
SIDEWALK j 1:20 MAX � I 7O r 1 _____________ � SIDEWALK U W
Iz I (]005, 1 1 I PROPOSED INLET
; (STANDARD DRAWING —
� 02720-1A) CONTRACTION JOINTS / d a
2'X5' DETECTABLE 1 1 1 1 1 I VARIES BACKFILL CURB WITH ,y. _y. v] a
1 1 1 I 1 I CLEAN TOPSOIL, TAMPED REPLACE PAVEMENT W/ H, " W
WARNING PLATES(TYP.) 1 _ 1 / / SPOT ELEVATION 1 1 I O
1 1 PROPOSED RAMPS 1 1 IN PLACE SEED ALL 3"TYPE B ASPHALT,
1 rv' 1 6"CONCRETE i i (PROPOSED) ; ; I CONTRACTION JOINT DISTURBED AREAS. TACK ALL EDGES
ESTORE BASE WITH 1" r l
1 x 1 l MINUS, CRUSHED GRAVEL, [[[7TTv]]]
EXISTING CURB i jl / f / EXISTING INLET COMPACTED PER MPWSS
/ / ------------- ----------/7`- U\O BE REMOVED 02234 3.3 W
CONCRETE LNEW CURB & GUTTER. Ey NO
L �=PROPOSED INTERGAL EXPANSION JOINT FILLET \ XISTI NO VERTICAL CURB. W C)
EXPANSION JOINT W
__.........
_ _____ _ � CURB&GUTTER (STANDARD DRAWING
1'TRANSITIONS DROP CURB 1-TRANSITION 02529-2) ,$
Typical Section
N.T.S.
x
TYPICAL RAMP DETAIL TYPICAL CORNER
11 1 „
DETAIL WITH STORM DRAIN INLET FILLET W/O STORM INLET DETAIL
1
1„=5' 1 =5, c �,
N
U1
SHEET No.20
CR2
OP 20