HomeMy WebLinkAboutWest Side Sewer Rehabilitation Project - 2003 EPA Priority Grant 2 CONSTRUCTION PLANS
y
-------- L
------------ i FOR THE
80NEY
FALLS p ` 1
T ,
�_ WEST SIDE SEWER REHABILITATION PROJECT
I LEWIS r
T
- ---- -------
2003 EPA PRIORITY GRANT 2
MMUSE 3 C
--2------j--------T--j
Burm
I- -d for the
'j IHIARDIN
-N-
CITY OF BOZEMAN
OLL13N
SHMAN
MONTANA
VICNITY MAP PREPARED FOR: PREPARED BY:
NOT TO SCALE THE CITY OF BOZEMAN
20 E. OLIVE ST.
BOZEMAN, MONTANA 59715 *40
BOZEMAN MONTANA SEPTEMBER, 2003 E N G I N E E R I N G �
HKM ENGINEERING, Inc.
CITY COMMISION 601 Nikles Dr. Suite 2
Bozeman, MT. 59715
Steve Kirchoff-MAYOR
(406) 586-8834
MCA TES PRO.EC T
Jarvis Brown
L0CATVW,,SEE NfEt FAX (406) 586-1730
Q-2 FOR Andrew Cetraro 0 Zr-P
PROJECT NO. 04M229.138
Z-&N'l
Lee Hietala
Marcia Youngman
T
CITY MANAGER
N- St..
Clark Johnson JOHNsoN
MJW FIE
Q
L P-1-t Mill
DIRECTOR OF PUBLIC WORKS HIM B1111INIMMINVID k=
ETT T 88 3
Debbie Arkell
V
CITY ENGINEER Co.
Rick Hixson, P.E.
>
o
Ko"Ill
L PROJECT MANAGER
o
u
Bob Murray, P.E.
LOCATION MAP
SEWER & WATER SUPERINTENDENT
Cu NOT TO SCALE
(U Sheet No. I
John Alston
G-1R
of 15
Copyright 0 2003 HKM ENGINEERING, INC.. All Rights Reserved.
jN NOswoon ■MNNEN MONSOON ■■■■ momm■m■m■
■ a
■ n ,n
a
CAUTION ! ! ! o an
W EXISTING UTILITIES IN AREA a o
• N z
■ CONTRACTOR RESPONSIBLE FOR - o �E
UTILITY LOCATES PRIOR TO ox
■ I • AND DURING CONSTRUCTION
■ I " ■ u
I . z
ME SOMME MENOW Lw
W.OLIVE ST. ���� ■ I I / ; m o0
■ 2 o z
1�1 _ � ■ I
s � 1 ■ " ■ Q Q ■ ■ Y
Q Q Q I . : ■ � : , ■
I ■ ' I - ■ m N
■
� I ■ uui{ U1 Ln ■ T Q
S ■ Z
j Q 9. ■ W.Cl/R71SS ST ■ ■ •
I 5 QMUMMER
cd
■ u3, „
I ■ :L S ■ o
I ■ ■ \ N
is MOOSE 0■ ■■■ ■ ■ M■ ■ a Y
■ � Z
� : ■ ASPE/V ST � o � z
W.KOCH ST a-Lo- KOCH
.,c
Q •
rommum an Maine am ESE seam MEN 0. u-
1P MI 0
' ■ ■ '■ ■ ■ � ■ ■ Q 2 2 2 w
: ■ ■ : ■ • C07TONwoOD ST. N_ Y O 3 2r
MR
■ /■■■■ ■ONMO■N■N " ■ ■ / W.STORY ST. as m
CUA
■ e ■o■ ■M■ ■ an memo M■ ■ SOGO 0
A 2oQ d
■ N
■ 6
■ SITE PLAN & SHEET LA YOUT z
�e NORTH WE }
■ / • III W.D/CKERSON Sr 200 0 20o aoo
■ / ■ _ ■ scale feet
■
GENERAL PROJECT LEGEND
■ �nn ■ ■ I: ■ ■ ■ W.ALGIERSON ST. sw7w Aar - t�
unuuunn ■
■ : : ■ : ■ ■N N N N■■•-■ EXISTING SEWER MAIN NO WORK NEEDED. MANHOLE WORK ONLY SLIP LINE EXISTING SEWER
■ I. ■ ■ j ---------C CAPPED CONNECTION
MME REMOVE AND REPLACE EXISTING SERVICE N �
■ C ■ ■ ■ ■ ■ --_------5 SOUND CONNECTION
■ r -- ■ ■ (C) REMOVE do REPLACE MANHOLE COVER ONLY ^ �
■ ■ ■ ■ ■ --R PLUGGED WITH ROOTS (CLEAN SERVICE LINE)• O,
(F) REMOVE h REPLACE MANHOLE FRAME, COVER do GRADE RINGS V �7
" . ■ r ■ : : -_____=--N CONNECTION WITH INFILTRATION (REPLACE CONNECTION)- (ST) REMOVE &REPLACE MANHOLE STEPS C C X
■ ■ ■ • ■ --P PROTRUDING TAP CONNECTION (REMOVE/REPAIR TAP)- OI C3 uQ..
- a■aNUNNMu■NOM w1-Memo O■ om mM' W.COLLEGE ST O EXISTING MANHOLE PLAN SHEETS • MANHOLES REQUIRING WORK � a) 0
SITE PLAN & SI-EET LA YOUT EXISTING MANHOLE KEY MAP ONLY W 0 w
28
L7l N E C `o
200 D 200 aoo a coW
stole feet SOUTH SVE " N Ln
• SEE SPECIFICATIONS � Z N N �p
/I 61 Cal
SLEET WX DE & SECTION
WE AD ME BUBBLE EXPL A NA TIC V VS I
a1A COVER SHEET C-813 TAMARACK ST. BETWEEN NL MACY d N. BOZEMAN AVE SEC710N CUTS
Cr2R KEY MAP and GENERAL LEGEND G9R TAMARACK 3T. BETWEEN N. BOZEMAN d N. ROUSE AVE NDICATES SECTION LETTER Z
Gfi ALLEYS BETWEEN itch d 13th NORTH OF COLLEGE ST. D-1R MISCELLANEOUS DETAILS D-1 z
DETAIL SHEET LOCATION w
G2R ALLEYS BETWEEN 13th d 16th NORTH OF COLLEGE ST. D-211 MISCELLANEOUS DETAILS d MANHOLE REHABILITATION TABLES W
G3R EAST AND SOUTH OF LAW d JUSTICE CENTER D-3R MISCELLANEOUS DETAILS
DETAL CALLOUTS (PLAN ShEETS) Z
G4R W. KOCH 3T d SOUTH OF 15th AVE D-4R NEW MANHOLE - W. CURTI33 3T. d 12th AVE NDICATES DETAIL NUMBER
G5R W. KOCH BETWEEN itch d 15th d ALLEYS BETWEEN TM d 15th D_7 ETAIL SHEET LOCATION w
d BETWEEN W. STORY d W. Clk1TISS ST.
DETAL CALLOUTS METAL ShEETS)
Sheet No. 2
G8R BETWEEN S. itttl d S. 15th NORTH OF W. CUFtTISS ST. 1 INDICATES DETAIL NUMBER _fir■ ■^/R
Ci-7R W. BABCOCK ST. WEST OF S. 15th AVE C-4 PLAN SHEET LOCATION M
IF MULTIPLE SHEETS'VARIES'
of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
o h
- -
Wit, m
a
. ■9 e , � 4LtM AVER t- li
s �._ cv to_:9�i�1L SANITARY SEWER � f aW"w
-, - MO.- ■ all- ■tlT a9r.�, REPLACEMENT _ a
ADDRESSES
62 L.F.8'I CIPP ' MH 559-560(1 EA) • ~o
07 6 mm LINER SSR-i 730 S 13TH AVE
AI 569 ) �r� - 326 LF18'111 CA�P LAER {Dt�ll'F 1t.:,-_ I� ' A/'/567 MH 660-561(2 EA) - m
.� 359L.F B'o CIPP •DEPTH-7.50/L ) _ D�7H-7.13R i g ) SSR-1 731 S.12THAVE. o'
6 mm LINER I I-. I a _I I 4- I t 7A y; (FJ(S7) 245 LF 8Y CIPP SSR 2 712 S.13TH AVE.
(F),(8T) ' , { p, h
Q� rr "' I '• �. ^L' - mm LINER f , II •
W�',"�'� - I 'I•.�->, -___. I - �1,0 b MH 561-562(2 EA)
tin T'-P J 1
,k� - { -� N {f SSR-1 615 S.12TH AVE. o
.8 .t f - ._ %5�� '4'�t ' SSR-2 616 S.13TH AVE. >
- 17
- - •�
L 4- N rr�-eissn > a
'!I r1 MHR 2-563(3 EA)521 S.12TH AVE Z
!F), C8n Z L ch
_-- - SSR-3 508 S 13TH AVE. • Z °�t
A.EF1570 ` I �I , _ d _ _ —� N z 5
DEP7"-8.40 ft I, T f34;' I I r - N r' MH 566-567(d EA) m <—
(F) ($T) 1, I I " J`� I I lr SSR-1 718 S.12TH AVE Z
{ y _
a.. ; SSR-2 708 S.12TH AVE. o tl Z W W
L.F.6 mm 'k � SSR-3 1120 W.ALDERSON ST. I- O c W
�\ SSR-4 1008-1014 W.ALDERSON ST. c
( LINER w
In • 0 IV W W CO
I i, ••. _` 2 _ -r MH 568-569(2 EA) • 0 O �10 }
IIII I{{ 111l
I
SSR-1 811 S.71TH AVE. n } W
�J
L " SSR-2 LLJ
604 S.12TH AVE. N J J
' - -p*., r-Y _ DEP7H8t2ft N J
_LU
as
MH 599-570(3 EA). o
SL � AVE SSR-1 515 S.11TH AVE.
(jJs,� SSR-2 506 S.12TH AVE. z
UJ _ \y -� - - - _ _- _ - - R�- SSR-3 1120 W.STORY
MH 558
�� T F e I I r DEPTH-720 ft V
s59 L F 8'a CIPP 360 L.F.8 I CIPP CF), C87y
I 6 mm LINER' CI AdH 562 MH 561 270 L. 8'0 CIPP =s
DEPTH-8..40 A 6 mm LINER I IIEPT7f- ..70 ft �' 6 mm LINER
Afi l sssµ' I I I 1 I N I (F). ( , I (ST) 8
DEPn-f
ii ��C817 1,a 100 LF B'I CIPP' `V
6 mm LINER !.1 0
y
J ,
1
tt- --- _
I L� iI
oE, 00
'go
ft Q,P
s I{f R_
d - '- x �.,,,- - •L ',R°-'r I I BOO Lo v
�O —
.
�,N s (F). (sT)
I _a a
'II a n•f t) uu t} �' 8. II t Y' I {100LF 8'0 CIPP C G
6 mm LINER �� 0 M
o
00
t
,+,. - MH 5.99 DAI ISTORTED PHOTO
Is c,
m 0 O
n 40 ft
CST)� OF PHOTO IS APPROXIMATE. S �o cn m
o FOOTAGES SHOWN FOR
a d ,�,, , y� c �y ' . �'•i - r� r -I PIPELINESSURVEY.PER FIELD I
VE
{ I i s , SD 0 50 100 LL,
.. �n - � � scale feet Z
W
Q1 LEGEND
(A)PLAN ----s REINSTATED CONNECTION SUPLINED SEWER Sheet No. 3
C-1 ALLEY BETWEEN M & 12th AVE ----R PLUGGED WITH ROOTS REMOVED AND REPLACED SERVICE
0 & ALLEY BETWEEN 12th & 13th AVE. N REPLACED CONNECTION 0 (C) REMOVE &REPLACE MANHOLE COVER ONLY CJ�1R
SCALE :1'-50.00' R_I SANITARY SEWER REPLACEMENT t� REMOVE h REPLACE MANHOLE FRAME, COVER h GRADE RINGS
4108" REMOVE x REPLACE MANHOLE STEPS of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
SEE SHEET C-1
M
f`I t ' A''-1 t- r rt` l��-.) 1 � , f.11 �•1 I -'{�.. +1.: ^ ` �- � ,, � •��, i �+ l _ O m � O'
f
SANITARY SEWER E REPLACEMENT o
o z
ADDRESSES d
MH 547-548 (3 EA) m
SSR-1 729 S. 14TH AVE. 0 i
"o ,�:. r r-, ', i:a.- p •t (�' SSR-2 724 S. 14TH AVE. zx' m<<o
s. AVE s -o l
SR-3 723 S. 15TH AVE. a ; z
MH 548-549(2 EA) Y
' 9 _
�'y F MH 554 .' • �IErTN-8.B0 R �4 SSR-1 621 S. 14TH AVE. v
359 LF 8"CIPP DEPTH-8.55 ft �' ~ 5 ' :� • SSR-2 611 S.14TH AVE.
{
4' 360 L F 8`CIPP O J } w
6 mm LINER (F), (ST)
373 L.F.8`CIPP
+. 6 mm L/NER -� I - : Q
6 mm LINEA L
„-"k MH 549-550(3 EA) LO
I I 71 SSR-1 520 S. 15TH AVE. o
SSR-2 517 S.14TH AVE.
U =i iti- F s s N sN s .R, �Q' V SSR-3 511 S 14TH AvE L.-
Lu
_ — --- -- / — �i, — 1 z zr MH 552-553(8 EA) W H C7
H
— - ' ' ' SSR-1 723 S 13TH AVE. 5 Q J w
w A41555 N I S S t t ~' a. Is .,s.'. -- + N � SSR-2 718 S. 14TH AVE 0 m O
U DEPTH-7.915R „' a .:a, fK-` t„: �r� h - 44 N .; SSR-3 712S.14THAVE o m aO
`•f SSR-4 713 SMH 552 . 13TH AVE 3 Z
(F), (ST) w, Ix I ,� „^ I 1 I j N LL
DEPTH-9 65 R SSR-5 708 S.14TH AVE a O
SSR-6 707 S.13TH AVE. } r 2
SSR-8 703 S. 13TH AVE
„
v a ,
- 'N
UJI
• >SSR 11 702 S 14TH AVEUj
o LuMH 553-554(3 EA) w
SSR-1 1317 W.ALDERSON CO
co SSR-2 618 S.14TH AVE.
Vr r �L uth� 3 SSR-3 611 S.13TH AVE J
MH 554-555(3 EA) •
v-
�• —� SSR-2 521 S.13TH AVE.
a -
M H 548 {fit.' AAH 547 SSR-3 511 S.13TH AVE.
i L t 360 L.F.8"CIPP 357 L.F.8"CIPP DEPTH-9 /� SSR-4 511 S.14TH AVE.
6 mm LINER /. I 4j J: 6 mm LINER I (ST) 371
mm�INECIFP R DEPTH-985 N
e q -.. ._. E (F), (ST)
AM-1 550
IEPTH860 DEPTFl-D1
Icy
(ST) R 1�
,. ' 1 (F).(s» <. t u 4 _ o
,.�,,. �IV .. tip. '. F _^.�-
00
_ t
w
a
r N ti ri PI�G� x
•- vs(mn ' 2Q0 n ROMWD7H - I �G c
10
DEPTH SO R .. DEPTH-8.80 It 7� .` DIEPTN�80 R /-� AN/!f.'�9 f E2 N CJ 00
\ (C) (C1 a- - e' 'f DEP77-"40 R Z o
S (C) (C) Y o '5 O
IA - — — j " A 2 .p cn m
� U " Rw—
EXISTING 8'PVC t. 1.�� AV�') tn+' tI .��_ Lt_ fie.'
or
EXIS77NG 8'PVC
a w I _ iAl_ I +.IMF' 14i1 1 I[r
_ - t` i i < r . is t �•�'3 i i
W 1 1 '!�x� 1 t W : I 1
z
-., A7CD
uj
Ig
r) SEE SHEET C-3
z
N LEGENDcd W
----S REINSTATED CONNEC71ON �� SLIPUNED SEWER r "' ,_�'AN AERIAL PHOTO v ----R PLUGGED WITH ROOTS REMOVED AND REPLACED SERVICE C-2 ALLEY BETWEEN 13th 8 14th AVE. 8 OF PHOTO SD SCALE APPROXIMATE. Sheet Na. 4
o ALLEY BETWEEN 14th & 15h AVE. & FOOTAGES SHOWN FOR � z � �_ ^^
i N REPLACED CONNECTION (CJ REMOVE do REPLACE MANHOLE COVER ONLY 15TH AVE NORTH OF COLLEGE ST. PIPELINES ARE PER FIELD I L1K■
�+ Cr SANITARY SEWER REPLACEMENT m REMOVE R REPLACE MANHOLE FRAME• COVER h GRADE RINGS SCALE :1`-50.00' SURVEY. 50 0 50 100
(Sn REMOVE k REPLACE MANHOLE STEPS scale feet of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
a,.
LLI
W • o
U)
°o
W W
W W
ems mum
SEE SHEET C-2 a
_ o
�',�.-. =Wow
(C)
a i �Ws
Y
I 1 '
XJ'f CIPP { ..
6mm LINER ��„,
357 L.F 10'}CIPP' „ti, r n" 274 L.F.!0'f ClPP # 264 L.F.JO'f CFP P� 4 E y o
6mm LINER � , NER '� . fi' CC
_ 6mm L! � ��� 4 6mm LMIEA � � •
4` n
o U
Z W
Q
a i 0
ZQZ QCf)
_ I o Q 5
I � . 108 LF 10'f ClPP • 2�{~
6mm LINER Z xs
I 1 AM! '>> "� m
A4Fl 538 MH 537 J I j MH 536 DEPTH-7.535 II
02 Q
DE ,751L DEPTH-$.10 2 DEPTH-5.75 ft. (ST) <- - AF/S33 t o LL Z W(ST li
(ST) 1
(3T) DEPTH-1560n ; 0§ O
$ — —3 J few. q
i i I l a~I hW XVE • UD w o
COm
I I I C')
r _ _ of
. (n
v .
I _ DEPTH-740 n `' 413 L.F.10'I CIPP f'': > • 0 w
' (F), (ST)
6mm LINER y
_ r
Fes'._
A&'1532
Di
PTH-550 n
,fie._ 44
�+
AdHMI
co
LO
I r.'
o a
1
m I j o
O
Irv-
C,
cr "I M0 1 $ a�1rr-a4o n
U
D�TH-705n =i =1i1� 1 1 (C) U'
a0, �" =y (AN
3 - z
75
OD
F ,ter► r W
M z
° LEGEND AERIAL PHOTO Is
ti DISTORTED. SCALE
f ----$ REINSTATED CONNECTION SUPUNED SEWER (A�PLAN OF PHOTO IS APPROXIMATE. Z —� Sheet No. 5
v ----A PLUGGED WITH ROOTS REMOVED AND REPLACED SERVICE FOOTAGES SHOWN FOR
o C-3 EAST & SOUTH OF LAW PIPEUNES ARE PER FIELD 0 t00 ^���
i N REPLACED CONNECTION (C) REMOVE & REPLACE MANHOLE COVER ONLY & JUSTICE CENTER SURVEY. v o SS-1 SANITARY SEWER REPLACEMENT CFI REMOVE& REPLACE MANHOLE FRAME, COVER & GRADE RINGS SCALE :1•-50 00• scale feet
(8n REMOVE& REPLACE MANHOLE STEPS
of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
0
p
a
M
om � �
o
0
• - �E
o
o
W p
m
SEE SHEET C-7 BOTTOM SEE SHEET C-5 Z
I U
• I - I p U oWZU
z�'. mwwo
u,
MANHOLE WORK REOL/IRED I ��'
SLIPL/N/NG NEEDED
NO SERVICE REPLACEMENT
t - 15 jt I HLUU/HLUuj
>
2 C — -- D�TH-R45It Q
TTT N
CL.EAMOUT n
122.0r 8'PVC J
m W. KOCH ST. I --- MH 543 z
ilk
S
O X.
a O
Af•f 523 F I o LL LL Z 00
w o
M
do
k , 51g7 'lip 0
1IT
Q�� Off` i
MH538 1----- - ----- - - ------- MHM2
CD
co
co
Q I 'JET&$r
c C: x
N Ilk
I r !9 TI I , Y C) 00
Lu
Y ED n cop o
r X -o , L
a t + t. .ice
L SEE SHEET C-3 SEE SHEET C-2 I
I
v
i AERIAL PHOTO IS
v DISTORTED. SCALE
OF PHOTO IS APPROXIMATE. O
a FOOTAGES SHOWN FOR I
L
p PIPELINES ARE PER FIELD -
u SURVEY.
W
W
Q Z
3
a
00 Z
w LEGEND W
ti
f __— Sheet No. 6
rA�PLAN -- -s REINSTATED CONNECTION SLIPUNED SEWER
--R PLUGGED WITH ROOTS REMOVED AND REPLACED SERVICECD //�_
C-4 W. KOCH ST & SOUTH OF 15th AVE. N REPLACED CONNECTION (C) REMOVE & REPLACE MANHOLE COVER ONLY \/�4R
Cs SCALE :1'-50.00' SSR-' SANITARY SEWER REPLACEMENT (FJ REMOVE & REPLACE MANHOLE FRAME, COVER & GRADE RINGS
On REMOVE do REPLACE MANHOLE STEPS of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
d
o
M N
o � �
v
o r x
' m
n
n
o
• - �E
SEE SHEET C-6 SEE SHEET C-6 `oo'uo
t A _ ,C
1
Z
e
�y
n
SANITARY SEWER a ��oo
REPLACEMENT 3
r I ►+� i' ei. , .: I I <tl". l -3 ADDRESSES ; o LL _
MH570-571 (4EA) Y ZH
CIPP_ c ULI
'$4 SSR-1 421 S.11TH AVE. W u)
6mm LINER xx SSR-2 422 S.12TH AVE rn cn
SSR-3 414 S.12TH AVE. o l J
1,r' i r•^' r l 'y '. cc
T <'- >:f •,Y _... ;> '�'� - I a- SSR-4 410 S. 12TH AVE. • Co
Ui
?1
MH 563-564(2 EA) ¢o6
1 * A I w� r'� —�'¢ IT SSR-1 415 S 12TH AVE.
�5
• - '` e
SS R 2 405 S, 12TH AVE.It
>f—
1 +� AH584 { -ai�f Z a cn
1 -o >< ��■`" V ,,n 13 "..'. 175 L.F f0'i CIPP VP, %`', 162 LF 10`I CIPP Olt�l)tiF7.65re -- — - MH 555-556 13 EA) O Q m
�//$5g 6mm LINER 6mm LINER 338 L.F 10`0 CIPP � i" �:= �f SSR-2 411 S. 13TH AVE. T
1 j` pp III
( 6mm LINER —_ _ — — SSR-3 412 S.14TH AVE. m 2 is w 1 333 L.F.HJ'I CIPPYJ
6mm LINER
( ULI
(Sn ", a y - SSR-4 407 S.13TH AVE. o cc L
1
or I a�Trf•6zsre Uj
} W m r w
w KQCi�� ST MH 551-556(1 EA) • V Lu UI m
1 r SSR-1 1403 W Koch m w �
N
A - O
DO�� '� •� •� vv�n+al0re
Aw
DEPThJ dfnv rt
1rWd - / 1 DEPT1h7.40re _�,} alp, a 8-- m O
�: -_.. On — o Y_
tr
I 's¢,:. rN,� _Eyi �u n9'y}--•� ' � -- 4 3� —I F I —_Y�' , � -3
360 L.F.8`f CIPP
359 L.F 8'1 ClPP 4 6mm LINER —
�..
355 L F 8 f U -
- y 6mm LINER e ~ 357 L. 8't C/PP _ N S -� --
N 6mm L00
INER
ie, Vat
v I Dl�rttaaore - E — E, , 0
V 19 p(C) - I ` �, 'f y T — 3_ ti— X
06
cu
r, r: F J -y c
CO
Q`
s _ 3 I 1 O pN 0) N o10
V) I 1 AH 550 -- I AH 555 s Y as . 0 f�7}h740 It ( 1 o V
rn ° I "D60 re D�11 h7.1715 re r,
1
M
-—
41
Ln
a SEE SHEET C-2 40 IT
SEE SHEET C-2 SEE SHEET C-2 SEE SHEET C-1 SEE SHEET C-1
L O:
0
U W
W
Z
AERIAL PHOTO IS
DISTORTEa IS
OF PHOTO APPROXIMATE. - N Z
CC)
c2 LEGEND FO SHOWN FOR W
PIPELINESNES ARE PER FIELD
(U Sheet No. 7
E ----S REINSTATED CONNECTION SUPUNED SEWER
A PLAN SURVEY.
REMOVED AND REPLACED SERVICE W. KOCH ST. BETWEEN 11th & 15th AVE.
o ----R PLUGGED MATH ROOTS C-5 ��
N REPLACED CONNECTION (C) REMOVE h REPLACE MANHOLE COVER ONLY ALLEYS BETWEEN S. 11th 5 S. 15th AVE
C'J S3R-1 SANITARY SEWER REPLACEMENT 0 0�) REMOVE&REPLACE MANHOLE FRAME, COVER do GRADE RINGS BETWEEN W. STORY & W. CURTISS ST. _-
0(en REMOVE& REPLACE MANHOLE STEPS SCALE :1'-50.00' of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
SANITARY SEWER
REPLACEMENT ZZ
W '._ c00 th 60 n „ . t #f• I ST. i ADDRESSES o m
T WW I
F N
cn ." ellll`:,a i �i tw West of New Manhole o o�
I SSR 1 Unknown - o f
Ld
SSR-2 Unknown °0
. � ' �`#a •r �� r ,v�•• �. Cc) "
° MH 572 New Manhole
1 SSR-1 1115 CURTISS _ �W
376 L.F.6'f CIPP I z m o 0
AH580 I A,.:ta: A4p-i579 '• �,,.< 6mm LINER SSR-2 304S. 12THAVE o 3
373 L F 8}CIPP e; o
M ; DEPTH-14.B0 n t � 323 L.F.8'{CIPP I EPTF!-9.45 n 1.! 1 c } Tm �11�:�..e T� • -
6mm LINER 6mm LINER
AIH 5778 Y
S 3 DEPTH-5151t a
S ( • cn
1 Sks 8 1 Rv . 'I S g ' • DEPTH-985 R ANi 577A t' �_12 L.F 8'I CIPP i • MI H
1 1 N a S
r--, S 3 I 3 S I MH 6 R o j
S mm LINE "
DEPTH-414/t
C � � ..- Q Z
Ram
Z LL
1l ( • z _gp , I I z
Ir
S --i 4. ,Ott a. m 2 Q O
LL Z = L
�; 393 L F 10'l CIPP 399 LF 10'i CIPP qq �
( .. !r", 389 L F)0 }CIPP I ?
1 (, 6mm LINER .� - I f 6mm LINER - 6mm LINER +-:' r W U)
I I
S d= A1H`I � - 573 M_• �" n Co w w
/� W r
.70 n 1' Q 6
Z
A4H 570 1< z° W
I DEPTH-13.30 n _E S"
I I �,�� � Atfl 575 As-r 574
CCJ
L r c- t D�T11-10.351t I DEPTH-9.751t "j
(C) 1�`�� •I ' a
s ---+ I �'� � I t -I _- I - goo
l I I GG O
1 I •.+ !i _ '^ it ! 1 , tt _ �y�/ n
� w 8 r--'� St - ir�+u yl ... ' �' �(p N �' .- - -- I'cf' •�.��. .-w.=sa ��`'�:_ I� »o
364 L.F 8'I CIPP o, (D
6mm LINER V U-) :!t
•►�r. ♦f X
Cull 19 — 341 L.F 8'i CIPP fi SLL Y''' — --- Q
(� 330 L.F 8'f CIPP 6mm LINER (���`r
1 - - 6mm LINER r-�,!� i �; I - O v
S IS ,— — (/j 163 L.F.8'I CIPP `• c �
Atg-1544 E , 6mm LINER `I`lu .� N
I DEPTH-10.05 n r w -1 w r al W y N t3 000
m I 1 1 1'• -A - -- CCJ " `28LF8'} II- I - t- - I Z _� QJ
PVC S[ O '� O O
W 2 10 Ln m
75
MH 545 ` 'r M #� N S - - N MH 572 —
►,.,. CC) — k+ " (. t CF), CST) I
DEPTH-7.30 ft
r , DEPhTH-11.9O1t
U ; DE�TFi-1320 n Ilia
a 1 A (C) J W. CUR77SS Sr. z
-- I ? I w N
Lu
SEE SHEET C-5
AIEll48'f CONCRETE SEE SHEET C-5 AERIAL PHOTO IS z
01 LEGEND 0—NHOLE SEE SHEET DISTOROF PHOTONS APPROXIMATE. W
f ----S REINSTATED CONNECTION SLIPLINED SEWER FOOTAGES SHOWN FOR OFSheet No. 8
REMOVED AND REPLACED SERVICE
PIPELINES ARE PER FIELD
v ----R PLUGGED WITH ROOTS A PLAN SURVEY. w_ w R
j N REPLACED CONNECTION (C) REMOVE do REPLACE MANHOLE COVER ONLY C-6 BETWEEN S. rnh & S. 15th (v` `h,/
SSR_1 SANITARY SEWER REPLACEMENT 0 REMOVE &REPLACE MANHOLE FRAME, COVER &GRADE RINGS NORTH OF W. CURTISS ST. -
(1n REMOVE B REPLACE MANHOLE STEPS SCALE :1'-50.00' of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
MIT
n
/ I / �42c do ft
3 p m
Af
: N 2 °Y
31LF 12ICIPP
t jyyaS 6mm LINER {{ 1 i -N -
S 249 L.F 8'I CIPP aZ,. - u z°
iPl 5 6mm LINER ] it
398 L.F 8'1 CIPP e40
I MH 424 - EtC 4 I
6mm LINER t ? DEPTH-1630 n f ±r' r = o �
MN 420 MH 42/ 1' _ .MH 528 (C) it` i m
DEPTH-8.20 ftM.
a IEPTH-10.45/t DEPTH-iL25 n: t
(C) '±'_J 1 (C) BC sT- d — T 369 L.F 8'f C1PP j 0 3 o i
�. (C) -- ,� �w. S SS S A ':r 8 6mm LINER :ds'a4'jl— 50 0 • o �:�
I 1
AERIAL PHOTO IS 6
ME I Fa - t Ilf i I .- _-- I _---L - OF PHOTO IDISTORDS APPPPRRO)OMATE. o
—_ -+- - a a _ °.,^.• r FDOTAGES SHOWN FOR •
1
1 '
8
t - S z ; F--
S PIPELINES ARE PER FIELDS O z n r• SURVEY. n °CU
422
DEPTH-1245 n t S '�,• ' Z Q
Q Dum
m 'n C) ,152 LF 8'f CIPP r _ S - j m Z H
6mm LINER S o° F Q
bJ 5w
s m o SEE BELOW LEFT SEE SHEET C-6 O m N
3 LL Z W
F-U 3 O
LEGEND } N 0
S REINSTALLED CONNECTION REMSLIPOVED A11LINED D REPLACED SERVICE n U M w CO m W
T t.- ■; � � A PLAN ----R PLUGGED WITH ROOTS
i C-7 W. BABCOCK ST. WEST OF S. 15th N REPLACED CONNECTION (C) REMOVE k REPLACE MANHOLE COVER ONLY
SCALE :1 50.00' REMOVE de REPLACE MANHOLE FRAME, COVER do GRADE RINGS S j W
($T) REMOVE k REPLACE MANHOLE STEPS o COLLI
d �
j z
MANHOLE WORK REQUIRED �� •
9 q MH 525 ry 7(ac
NO SLIPL/N/NG NEEDED
DEPTH-9.20 n o NO SERVICE REPLACEMENT
(C) ,G REQUIRED 1 Q�
q -n.y • ca AN-1526 $ .� 1 - ,----�-- -'�- -L#�'-
t ¢ ' ' DEPTH-9.30 n . , .. 1 1 r 49r t
W (C)
ao f ♦ i S
�i� �G _ F-�_`_ � ono
243.0'j 8'PVC 359.0'*8"PVC I 1
p MH 523 I o
Ox0 & .{ DEPTH-960ft v
a I'Tt�Far. /Ifs 1 1N0 TM k �® (C) � 1 a V o O
nti r [u _ "`• 1 H to <
Ln >_ O
M y�-
IP
Q c7 M
v �•-:� � U . _ � - P* _�-�� I it ,.
LU
" Lu
ON
N
428.0'±8'CLAY
�.,� hSN.a,r:. f - .rr_ --- - MH527 •.:1.
DEPTrr-nz0 n
(C)
I
MANHOLE WORK REOUIRED _ a•. ' ; I � _ __ ._ �f -...- _ ,%,,,...._ �. _ U�
i NO SLIPLIN/NG NEEDED z
,.JA ` 1r
o NO SERVICE REPLACEMENT
�` REQUIRED �1}fi _ ` 't.. r., y - ,. - •i Jf -.',.i:__. -R w
OI R� I yam• z
WIT
N V
co SEE ABOVE MIDDLE z
ra
ti AERIAL PHOTO IS LEGEND W
f DISTORTED. SCALE z ' b PLAN ----S REINSTALLED CONNECTION SLIPLINED SEWER Sheet No. 9
OF PHOTO IS APPROX�AATE ��
FOOTAGES SHOWN FOR 5D D I C-7 S. 18th BETWEEN W. KOCH ST. 8 ----R PLUGGED WITH ROOTS REMOVED AND REPLACED SERVICE
CD PIPELINES ARE PER FIELD W. BABCOCK ST. N REPLACED CONNECTION (C) REMOVE h REPLACE MANHOLE COVER ONLY ��7R
C3 SURVEY. Sccle SCALE :1 50.00' SR-' SANITARY SEWER REPLACEMENT REMOVE dt REPLACE MANHOLE FRAME, COVER R GRADE RINGS
($T) REMOVE do REPLACE MANHOLE STEPS of 15
Copyright 0 2003 HKM Engineering Inc_ All Rights Reserved.
v- o
n �
j T =
p 01
LP 412
EL=474fl 40 d O �
i N 10051.94 4 0 Rs
E 6606.67 • !^ p E
u - a SS SRNC �- _ x o
_____________y___-__-____-- __U,_Ta__ _______---_ --L______...____-____ ___ °1
---- - ------- - ---------------- -
SDJO• - - - - - _.._._.. ._.._ -��,- - - - -'- -- - _ _.._..-..-__..- _.._.._._ - _ - _ _..- -SD-----'-.--._.. .._.._.._.._.._.._.._.._.._..___.._.._.......... SD � Z
l Na 2
of
- -
j' - - - - _.._..- -
MH321 332L.F. 18"0CIPP 8 MH326
�-9.0t,g' I 10.5mm LINER DEPTH=90i ft. w o 3 0
U (F) w • -
J
W _Pa/EJZ46.Q}____ -ca_-___-e_- PP {{��
DG
Cn J Cn W
--- - - - - - - - - - - - -- m a >
tW11 124 I -- - Q W P O
Lu
fn TAMARACK l e I d I LLJ - o }
I —'/— • I_O
OP 5 I e' o Ucc
+ 0 EL-475a56 5 1 TT
V I ( N 9996.10 oN °�Z
I I E 6456.63 I I I ? Q LLI
III I a
\ I , I 2ME 0 o 20 40 • N j O w fn I"t� r" I I I I scale feet o O N
m
O�
Z m0
O p��� zw
WuU
WI
Lu
LEGEND • (j O w Co w 5w w
................ LED S REINSTAL CONNECTION SUPUNED SEM 0 W m
REMOVED AND REPLACED SERVICE O] ~
A PLAN .................R PLUGGED WITH ROOTS Cn
C-9 TAMARACK ST. BETWEEN N REPLACED CONNECTION 0 (C) REMOVE & REPLACE MANHOLE COVER ONLY
N BOZEMAN AVE. & CITY SHOPS SSR-1 SANITARY SEWER REPLACEMENT (F) REMOVE & REPLACE MANHOLE FRAME, COVER &GRADE RINGS O
SCALE :1 20.00' 0(Sn REMOVE &REPLACE MANHOLE STEPS z Q m
V Cr 2
o Q Q
1 1 l
PORTAT�ON GHQ•
TRANS � � I �
NA pEP T.
. OF I
MONTA o I ��
�l
~ A,0i a 40 907 ROUSE I - I I 9US
= N 10&67 6 ROUSE
Cry E 660967 a)
- _ _ _ _ _ _ _ _ -. _ _ _ _ _ _ - co
N
LP W to I
cn
muj
--------------- z E• c��
o W(A . 1 a . . . yn ' PTH-13.4 Ift. _RFC L05-
C C
_.._.. - - - - - - - - -- - - - - - -�J0 - - _ _ _ _._.--- -_ _ - -5 -N 74&39 _ _ W '4
00
MH 326 C>_
\ 353 L.F 18"f CIPP S T.LfdfAR.1CX STlt��'1
DEPEDTH=9.0±ft. �' 10.5mm LINER j am .., �' N o
(A 14'ALP W CD W Gy
L VJ �Da Q f. }�'•� Da DO --_ -_-_ -___ I ---_-__ ---ONP----- __ -----lPP
PP
E1=4749.46 -N -
U -a _0 - c - o - \\ -.-1 - E 97C-Mi70S4 -
CIO r
O
I I �
U \ i
\ I u I U
z
ro o I {j I \ 1
u of
W
\\I I
I N W
l I ^I Ty S 'OP�
D 20 40
sc Ts I I c I (� I I ale feet
i z
00 W
a LEGEND
Cu Sheet No. 11
N B PLAN ..................S REINSTALLED CONNECTION SUPUNED SEWER
E
C-9 "
TAMARACK ST. BETWEEN """""""R PLUGGED WITH ROOTS REMOVED AND REPLACED SERVCE
o N REPLACED CONNECTION (C) REMOVE & REPLACE MANHOLE COVER ONLY C-9R
a GTY SHOPS. 8 N. ROUSE AVE. SSR-1 SANITARY SEWER REPLACEMENT 0 M REMOVE & REPLACE MANHOLE FRAME, COVER &GRADE RINGS
SCALE :1 20.00'
�($'� REMOVE & REPLACE MANHOLE STEPS OF 15 .00
Copyright 0 2003 HKM ENGINEERING, Inc., All Rights Reserved.
o
p n n
ps N
0 r =6 &
o O 1 I a
R
G
p,�R oo
F e
U
O
o
D �
-8Z6
0
G U �fy
CP 804 •
EL-1750.88
N 10055.17 z JJJ ""���"'... � �
- - E 80.91
:IC-:47,49 o _
L----------UG-7EL---------------------------- -I--- - ----------- ---------------UC-7EL--i:—-----------------------
T,4&.4)ACA- STJP�d9' " as Ld
.—mJO.- L._.._._.._.._� '_.._.._.._ soJO -MH317— _ _.._.._. _.._.._.._.._,._SD Y Q
DEPTH 102011 i 8 a s DEPTH-A�20 K I w P
MH 313 ` 357 LF 18"4 CIPP
i .\ I 105mm LINER j (C) ¢IW
1 - -i • m m
--OHP-- - ------,N - -- ----- - -- - ------------- LLJ-- ---------------- -- ---- ----------- - - --- - - ---- z
1LI } °�08
ice- - - - - - - -� j— aLLi
I�, I 1 I 20 0 20 40 , w
} Y
II — (j 'I Beale feet 3 N U U
OR G I %l o m� QfrQ
SEN U. �jjHm
GE � zz
�I a: uj
LLJ• 0
LEGEND M m
w ul
A PLAN ...............S REINSTALUM CONNECTION SUPLINED SEWER N m co
••................R PLUGGED WITH ROOTS REMOVED AND REPLACED SERVICE ,.._
C-8 TAMARACK ST. BETWEEN N REPLACED CONNECTION 0 (C) REMOVE k REPLACE MANHOLE COVER ONLY p
o
N. TRACY AVE 8 N. BLACK AVE REMOVE h REPLACE MANHOLE FRAME, COVER k GRADE RINGS z C)C)SCALE :1'-20.00' 0(sly REMOVE do REPLACE MANHOLE STEPS ` ¢ <
o ¢Q
O °
o- --�
O
01P
� P
Y � _ S. TRACACY AVE.
OH N0. 1
IE-47 9 EL-N4750,08
----�'- ='ram------ w --------------------------uc-rEL-------------------------------
- -------
q U
1- r0*-W W- - _._.._.._.._... 301 _.._.. - _.-.-._.-.-. -.-.- _.-.-.- -.- - - -- -. -�'�'.._.._..
C11a DEPTH-V20/t 401 L F18' T,4Jf4) 9CX ST"ff M1321
F (C) 10.5mmLI RP
DEPTH-9.Of It' � UCO
> 5S (F)
i _
m -------- °P ----_ �--------------- --------- -- - --- �-- -- - -
-- -„--- ---- ----�P--------------------- ----f-�1- -- - �F-- -- - z f� 2.0
LLJ
w —- - - - - - - - - - - - - - - - I g w C7 m °moo,
N 1 124
q I 00
822 1 1 120 TAMARACK 1,
W
TAMARACK TAMARACKhj Z -- �
(APT. BLDG.) I I 51 o� X o NO
-a
L
i I
m I I ! IIA
� I i I 1 I �• I I � � II r
l
O I I I 1 i II 20 0 20 40 W
p0, I I I scale feel e`
(li W
Z
Z
(`7 W
m LEGEND
cu
N
j B PLAN •••••--••••s REINSTALLED CONNECTION REMOVED AND REPLACED SERVICE hest No 1
CDC-8 TAMARACK ST. BETWEEN ..................R PLUGGED WITH ROOTS
N BLACK AVE 8 N BOZEMAN AVE N REPLACED CONNECTION (C) REMOVE & REPLACE MANHOLE COVER ONLY C_ R
o SCALE :1'-20.00' (Ih REMOVE & REPLACE MANHOLE FRAME, COVER & GRADE RINGS
0($n REMOVE h REPLACE MANHOLE STEPS OF 15
Copyright 0 2003 HKM ENGINEERING, Inc., All Rights Reserved.
9.0' SQUARE MAXIMUM PAY LIMIT VARIES
p
CONCRETE/ASPHALT/GRAVEL RESTORATION !Z �
W T h Z
5.0' SQUARE MINIMUM
STREET SURFACING CONCRETE/ASPHALT/GRAVEL REMOVAL GROUND SURFACE a c o
CONCRETE OR GRAVEL SAWCUT • y
— 3/8• : 1/e• 12"
— � ) ���\��\ y��%\���\%�j�\��\
- -- Y o
_ - COMPACTED aACKFILL RIGHT—OF—WAY u Z
L
(SEE SPECS.)
OR EASEMENT �
BOUMDARY
\ \ HOT MIX ASPHALT OR CONCRETE Le
/ 24" MIN. I (MATCH EXISTING MATERIAL AND THICKNESS) a
3 =�bo
COMPACTED BASE
•
AND SUBGRADE CONCRETE ADJUSTING NEW 4" PVC SERVICE LINE.
RINGS AS NECESSARY SLOPE DEPENDANT ON SEWER
1 LINE ELEVATION MAIN AND RESIDENT SERVICE
,.� .. (2" MIN. — 12• MAX.) Y��`` ± •'t FITTINGS AS REQUIRED
NOTES: u
1. Adjust manholes upward with adjusting rings under frame. SEWER MAIN SERVICE FROM RESIDENCE
= o
•
2. Slope manhole frame as required to match slope of street. �
COUPLING CONNECTION
3. Final manhole adjustment shall be mode before paving. AND FITTINGS AS REQUIRED 0
' Z C/)
Q
4. All joints between manhole sections, top cone, adjusting rings, and manhole ring shall be watertight. MATCH EXISTING Z J� H ¢
Joint material shall be "Ram-Nek" or approved equal. SERVICE DIAMETERSADDLE FTmNGs (TYPICAL) o Q Q Q W
5. Manhole ring and cover shall be adjusted to match final crown and grade of street. Use Anderson Precast •
or approved equal concrete angled adjustment rings to obtain required angle. o O
m Q
6. Manhole ring and cover: use Caird No. 52441 frame & cover, MCI 305 frame, 305A cover, or IFCO 772 frame, NOTES: Zi 0w
772-8 cover. Covers shall have 1" pick holes. Z
1. PROVIDE/INSTALL TYPE 1 BEDDING PER MPW W J
SPECIFICATION SECTION NUMBER 02221. N LIJ
0
2. RESTORE SURFACE. m W U)_
Cl)
rk'), DETAL-MANHOLE ADJUSTMENT & RING & COVER
VARIES SCALE :NONE r8f), DETAL-SANITARY SEWER SERVICE LINE
VARIES SCALE :NONE 6
V o
•
Standard casting & cover
not slab cover r 7"
Adjustable rings, L—
Adjustable rings,
2" min., 12" max. 2" min., 12" max.
q NOTE: All joints between manhole ring
f I & top section shall be water tight. ^ V
E 24" J Jointing material shall be "Rom-Nek' � y� a
a or equal for all joints 24" "., 1 ~ eq
fU 4—0" N
pp Manhole steps Z +� CD
UP AT
16• Manhole steps.60
centers AT 16" P.
centers
5 ko
zAE, 00 0
NOTES: a
a� > As required =Az 00
.2 1 tD
UO
1. REMOVE EXISTING MANHOLE STEPS TO FLUSH WITH WALL. IL Z E u,
ry N
2. GROUT REPAIR ANY DAMAGE TO MANHOLE CAUSED BY a Variable �0
L STEP REMOVAL.
i See Drawings
`U 0
3. REPLACE STEPS WITH RUBBER COATED STEPS, SEE I
� I
ra SPECIFICATIONS. /)
n 4. MAXIMUM DISTANCE FROM GROUND SURFACE
TO FIRST STEP = (24") fir" O
0 z
u
v
/ W
0 W
39
z
co t,
T7
Cu W
Cu
Sheet No. 12
�1 DETAL-STANDARD MANHOLES
0 D-1R
VARIES SCALE :NONE
OF 15
Copyright 0 2003 HKM ENGINEERING, Inc., All Rights Reserved.
i
IF
� T 2
0 m
O
Q O
• 0 � o
� `oo
� U V
0
Remove & Replace " o
Z
Frame, Cover & Grade Remove & Replace Remove & Replace Remove & Replace Frame, Remove & Replace Remove & Replace ; N
MH No./Sht Rings Cover Only Ste s Surface Type MH No./Sht Cover& Grade Rings Cover Only Steps Surface Type _
o < m�ao
313/C8 548/C2 5 s so . �
317/C8 1 549/C2 1 5 Asphalt •
321/C8 1 Asphalt 550/C2 1 5 Asphalt
323 (326)/C8 551/C5
3
420/C7 1 552/C2 6
421/C7 1 553/C2 5
422/C7 554/C2 1 5 Asphalt o
423/C7 5551C2 1
4 Asphalt Z
424/C7 1 556105 ¢3 z 4 J
520/C4 1 557/C5 q a a k¢
523/C4 1 558/C1 1 3 Gravel • N J
524/C7 1 559/C1 1 5 Gravel m m¢ o
525/C7 1 560/C1 1 5 Gravel U f w z
5261C7 1 561/C1 5 J
5271C7 1 562/C1 1 5 Asphalt : p
528/C7 1 563/C1 1 4 Asphalt 0°
529/C3 1 564/C5 q
530/C3 1 Concrete 565/C1 1 5 Gravel o
531/C3 566/C1 1 5 Gravel Z
532/C3 567/C1 1 4 Gravel
533/C3 1 568/C1 1 4 Gravel
534/C3 1 4 Asphalt 569/C1 1 4 Asphalt
5351C3 4 570/C1 1 4 Asphalt
536/C3 2 571/C5 1 4
537/C3 4 572/C6 1 4 Asphalt
538/C3 4 573/C6 1
5391C2 1 574/C6 1
5401C2 1 575/C6 1 a
541/C2 1 576/C6 1 Cq
" 542/C3 C7
OD1 577A/C6
LO 543/C7 1 q 1 z 0 ~ o
577B106 1 w va
544/C6 1 578/C6 1 545/C6 Gravel Z A E"
1
00 _
00 LID
546106 1 579/C6
00
547/C2 1 6 Gravel 580106
a �� x � 0w
L Totals 21 29 138 :2!
N I
I
A O 0tx
v
GO �P� Z
Q1 W
Z
Z
N W
CU
Sheet No. 13
0
D-2R
OF 15
Copyright 0 2003 HKM ENGINEERING, Inc., All Rights Reserveo.
NOTES: •SEE O.S.H.A.SAFETY AND HEALTH REGULATIONS FOR
1.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT,THE CONSTRUCTION.SECTIONS 1926.551 AND 1928.652. ASPHALT TRENCH IIESTORATM ZONE(9'MAX PAY LIMIT) o N
PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A EXISTING ASPHALT t N
MINIMUM OF 12'FROM THE EDGE OF THE TRENCH OPENING. SURFACE$BASE
WHERE NEAT LINE IS LESS THAN 3 FEET FROM THE EDGE OF COURSE TO REMAIN PLANT MIX ASPHALT m =
EXISTING PAVEMENT OR CURB AND GUTTER SECTION,REMOVE SURFACE COURSE 0 ai
AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND n
EDGE OF PAVEMENT. 4 C
2.WEN IN UNSTABLE OR SOFT MATERIAL,TRENCH WALLS SHALL • h � �•'
BE BACK SLOPED FROM THE BOTTOM OF THE TRENCH.(TYPE 1 E
EXCAVATION).
p OU
VERTICAL TRENCH WALLS \\ \\>� /�: \ i jz\MI us CRUs/E\D
MATH SHORING TO CONFOR � U
TO O.S.H.A.REGULATIONS. EXCAVATED AGGREGATE BASE COURSE
EXISTING STREET MATERIAL / `\ •
SURFACE TYPE 2 EXCAVATION.• /� \/ 3'MINUS PIT RUN � �
SUBCRADE ORY/\� /�V AGGREGATE BASE COURSE U S W
GROUND SURFACE V\ �� N = ✓�
12' I FOOT CUT-BACK \ I '�- o < N FO
I— —� 1Y ASPHALT ONLY
MIN MaL (BOTH SIDES) �/ \ 0 3IF o i
a
vNeAse
%. NIMUM OR 12"MAXIMUM
TO UINDISTURBED AGGREGATE
Y
BASE COURSE
\ p o 0 WATER OR a,
BACK SLOPE AS SPECIFIED TO�'/) \, HJ o o v
CONFORM TO O.S.H.A.REGULATIONS.• \ / , ��/ OQO CIO oO O O° OO O SCWER PIPE
TYPE 1 EXCAVATION: (NO STEEPER
O �O •
THAN 1:1 SLOPE EXCEPT F01H ROCKS). \ �/O QOOo
TRENCH VDTH-O.o.OF PIPE PLUS 2 FEET O o Qa0 0$�00 o
MMMUM TRENCH MIDTH-as FEET % o
TYPE'A'TRENCH BACKFILL % OO Op ° 000000 �. r
TYPE'1'PIPE REDOING O 00 O ° O c Ooo&o
SEE
SPECS QOQOO°oO 0O0o OOO NOTES Q
O � 1.WHEN ME EDGE OF ASPHALT CUT-BACK IS LESS THAN J FEET FROM THE •
O00 - O GUTTER OR EDGE ASPHALT,THE ASPHALT SHALL BEREMOVEDRESTORATION
TO THE CUTTER NO O (n
OR EDGE OF ASPHALT AND RESTORED.THIS EXTRA SURFACE RESTORATION SHALL �0
Oop ';`{ O c��o0 y BE PAID FOR,BASED UPON THE PROVISIONS INCLUDED IN THE MEASUREMENT AND Q
�000 / �40� - PAYMENT FOR ASPHALT SURFACE RESTORATION. m = O
TYPE'2'BEDDING WHERE 0o O o OO OO 2.ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS: o Q L Q
REOUIRED FOR SOFT ORjr
UNSTABLE FOUNDATION. ASPHALT THICKNESS BASE COURSE THICKNESS 3'MINUS PIT RUN
TYPE(1)- 3- 3' 9' n r5
J
V m W V
2 DETAL - ASPHALT STREET SURFACE a
0
1 DETAL - TYPICAL UTLITY TRENCH o-3 RESTORATION d
Q 3 SCALE :NONE SCALE:NONE Z
0 0
a`
•
14'
GRAVEL TRENCH RESTORATION ZONE(9'MAX PAY LMT) 2' I DEPRESS CURB E THIS LINE FOR
EXISTING GRAVEL CURB DROP. THE TRANSITION
SURFACE$BASE LENGTH BETWEEN A NORMAL CURB
COURSE TO REMAIN 6'OF 1 1/2'MINUS TOP501
i SURFACE COURSE JF SECTION AND A DROP CURB SECTION
(IYP.) ,�(• 4,R SHALL BE 3' MIN, 5' MAX
3/4'TO 1"SLOPE 6 vG��
12' .. w O
ni
;1 8'
�� Al�� V���//�� i�A/\\//��r 5• V� �� m
lJ O\\ N rA 9'OF 3'MINUS'MINUS CRUSHED C 0 a) H)
AGGREGATE BASE COURSE(PIT RUN) �n-.---
ee CRUSHED GRAVEL UAL �In
6' MIN. 2N�M�p
VAR ME \, 6'MINIMUM OR 1Y MAXIMUM ,.eoeee c.oeea cea\ oo LJ I_- Z E In R
TO UNDISTURBED AGGREGATE U "O x
BASE COURSE COMPACTED SUBCRADE Y U F, 0 O Q
WATER OR NOTES: _ 'D m L,
00 O O 0 0 Oa0pO SEWER PIPE J
n oQO��oO OOQ°QO 1. Subgrode or base course compaction shall conform to Specifications 1 I
I) % �Op o o 2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4' and minimum width of 1/8'.
% 0 ooQOoo - OO°O 3. 1/2' expansion Joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. The /
S o o Oao 0 .�• p�c�o0 expansion material shall extend through the full depth of the curb and gutter.
�° o o�Qo 0 \� 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. Z
/i�/�,/i�/\�\/ 5. Concrete shall be Class M-4000. Lu
LU
n Z
I
i
q
X Z
4 DETAL - STANDARD CURB & GUTTER M,
3 DETAL - GRAVEL STREET SURFACE -3 SCALE :NONE 01 Sheet Na. 14
D-3 RESTORATION
SCALE :NONE D-3R
i
0
of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.
~ o
�` ♦ , ' • �. ' + •'`�� •r ' _�
r ' 4.
_ •
f ' " - ` 3 d
t r
vZ
m U• y z
— — ; -. — ntANS7nON COUPLING _
TMCAL) B'r C PP o N o 0
SDR 35 SOR 35 (0 • o `z _
w� y U
3 W
W
..+.......... ..i'ef'^i...~now..........L7.... ............... -................ ....................................
...� = rn
• j 10.50' FROM 10.DO' FROM W •
FACE OF CURB EXISTING WATERLIWE-7-NEW 48'0 ECCENTRIC - W
-- IS TO EDGE NEW MANHOLE MANHOLE + N Mo
•yQ ;U SEE SHEET C-6 4 a
f �ig
■� a C gJ
iz • Z�N N � m •ts
11 3
w 30.00 LF. ASPHALT RESTORATION o
- `�i— 'mil►it ir,. � - ,.. �
M 8m ~
N
5 0 5 10 v
0
scale feet
d
z
u
_ PROfILE .�'
sad*,.i.00' Vert. •
......... .....i...................i...................i...................i...................i....................................... ?...................E...................:...................i...................i...................i................ ............. 109
............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .................................
...i... ...i...
i
i
Y S�EWAUf
YD5 ASPHALT:
� ENL!ASPHALT •••�••• � ......�... ..
��� i E70S1NVC PAYEIIENT i
108 108
_ - 4 SQ NI�W - - - - —
?�
}
--. — _.
1.SAMCUt SQUARE AAb RES7QRE.!S
2 i i REQUIRED 70 COMPLETE 10M.
E
i c
�V
107 2 ELEVATIONS SHOW ARE ASSUMED.
...................:...................?... ...... ..:. ....... ..... .. ............. ................. .....i... ...�... ...i...................i...................i................ ............. 107
............. ............. ...
i LblN11tA> 1litrl'w ndb 1V#*ddt3tH t i E i i 3
MAmwLr&PRONOIt APPRQPRU�E BARREL i i
i i
:...
SEVIMS a A&US7WG MW 7O MEET00
—
Q
...
. STAMD MANHp.E!DETAN.S i i i i � � � ��
A� 0 �n
u
ti
c
— o
106
O 1 OB
NO ?ONMFn QF D(IIJ�W 18(JOLYtS ...:... ....i...................i...................E...................i................ ......... ............ ...... .... ............. ............. ............. ............. ............. ............................. ... ...................................... n
E i PRIQR W 6EGMW NG ANY MW 7NAT Q�G <n
OBSTRUCT ARIYEWAY G o
i V
i
i
i
. i
tb
iCM
�ppp 3
C
> oD
N
........ •.......:...................:...................•................... .:......... ................... ................................ : : 1�i1
i
.... .. ...:
. . . . . . . : :..
oo�
3 22 i =�
U 6 it '� Q
i Z�R = � 10 c0
.....i...................i...................E...................
i...................:..................i i h
i
J :I
103 NEW d'/aQR 3'S N C9 i i ° 103
Z
EMIM 4'SERWCE: ?I COUPUNG °C
CgWECAOYVS COAWEC77ON W
102 REOQtIM�C70 W (FMCAL) W
0
a '...................i...................i... ........ ...... .... .. ..........
102•..................:...................:...................:...................: ...............i...................•....................'....................i... ... ... ...
;
;
;
o I^
:I Z
vi l ------ ----__ --___ W
>, O I 1m
D,.........:...................:...................:...................:...................:...................€............................................................................ ............. ...........
... . . .....:................................ .............. ............. ............. ............. ............. ............. ......................................................
Sheet No. 15
s-.004,ft: D-4R
:
s 100 NEw a'aPP:
100
of 15
Copyright 0 2003 HKM Engineering Inc., All Rights Reserved.