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60 o 6a LOT 18 ° � i' ._ IAnnie Subdivi��,NOT TO SCALEII S "`^' r' r 1� fN 2
CB Soak In Yetera 18 ` III j n�� Ln �. o �� o o ��' znl I I Phase 2 el
iii p! 141 --) /� - ,eo31 LOT 4 " j6 I CASTLEBAR 4
LOT 3 III 111 !II W II 3 J MruL aTr (4ate)
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LEGEND 4 patio L(xTi NLP a.m a '" ( 1 3 e
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—SS— PROPOSED SANITARY SEWER LINE O�� LOT 4 I O _ _ - - (1°ral an) Arm N II
o r� li ii \ LOT 7 LOT( lel LOT t10 (
PROPOSED SANITARY SEWER MANHOLE I s ( O
® LOT 16 / iii e DRAINAGE REA 1 LOT(�s1 O
.(44.7e) PROPOSED SPOT ELEVATION / ryl lu 0 DRAINAGE REA #2 +' J I riro rpm-'
/ IM III 0 r 'e`voo .s__ r
v� PROPOSED DRAINAGE DIRECTION Z 4.1 Sw SLap" 7
(DIRECTION OF DOWNHILL FLOW) - LOT LOT 11 4r p
LOT 5 LOT , (�.al
—M— PROPOSED WATER LINE I O Dui 1-
L 01d 1 O 11 MTALL LUNG a/r AM T AP ►+h
J I I wsrALL AIP-NM At S 1ARa -`
-3C PROPOSED HYDRANT l P OF`
ruc v
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PROPOSED WATER VALVE p C S 0 LOT(„;) LOT( 0 11 W W
PROPOSED PRESSURE REDUCING VALVE Z u; cD e
o ^ LOT $ RAI AG AREA #2 F r
Vf PROPOSED MONUMENT BOX O N
n v PROPOSED STOP AND/OR STREET NAME SIGN /) Z LO TI 1 4 w ^ (a`ar) i( o _ OJ O 0 I^r
- - PHASE LINE U O ' - - V LOT LOT( 1� ` I I
PROPERTY LINE Q LOT 1 I-I�T�'") 0 �I 0 exsnwo rANr+ar Nw Ertw�r.a..
PROPOSED DITCH na
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DRAINAGE AREA LINE Q J 0 LO 1 �Dpv.erl nP 13 0 �(assJ I M
0- W W r I.0-wl (4eu1 O
c W� SOT 8 LOT 15 O J Ts, o I J J
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AS CONSTRUCTED z ca_ �,,2 -!_______-,, ,T l,� - i V1
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DRAWING LIST CD "' Ln " I Z
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\ c ✓ sr arTAC a ON raerT Cr7 0 H- I- F-- F- f II I �T� O
AB - OVERALL PLAN AND DRAINAGE/GRADING PLAN 4/4J\ O"( Q LOT,/ A III III O O O O O O O Joi
AB1 - SANITARY SEWER PLAN do PROFILE p �. III - -
(BARLEY AVENUE, McCORMICK STREET, CASE STREET) LjLto I11 III I III
AB2 - SANITARY SEWER PLAN do PROFILE (ALLISON COURT, HARRIS STREET) -.t!L III III I I I II II 1 1A133 WATER PLAN & PROF LE
AB4 - WATER PLAN do PROFILE ((HARR STSTREET, ALL SON CCASE OURT) �, f �O� 11 \ III li I C) N I I III II 1 1 ram+
A95 - WATER PLAN dl PROFILE (BUCKRAKE AVENUE, McCORMICK STREET) l S ig LOT 21 1 II
AB6 - WATER PLAN k PROFILE (NORTH 27TH AVENUE, BARLEY AVENUE) J Vy III O O O O O I O I I11 1 ��7jj
A87 - ROAD PLAN & PROFILE OAK STREET, CASE STREET ` M III N I J J _J J J J J
( ) 1- III III III II I ` �rQi
ABB - ROAD PLAN ,Y PROFILE AB9 ROAD PLAN & PROFILE ((HARRIS STREET, ALLISON COURT)AVENUE) �/ III III I I III II I \\
AB110 - ROAD PLAN h PROFILE (BUOCKRAKE AVENUE, McRTH 27TH AVENUE, CORMICK STREET) �O� 12 `oN LC 22 I --------__ ____ ___ Ur
AB11 - DETAIL SHEET ✓ v ly --------- ----- ---- -- -I--- AlTr
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„�_____ _=__--_-_=_-_______==___-_________=__=- — - --
GENERAL NOTES rn� �G� ���%I LGW23 it O N
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND NCA�a' - _ III III O) _ 11 11
SPECIFICATIONS, AND MEET CITY OF BOZEMAN STANDARDS. �-�s ` 111 III F- ~w I I II
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL �� LOT 24 III I I n OJ O, O O O OJW II II
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE �(� If - , - v2I I I
CITY OF BOZEMAN ENGINEERING DEPARTMENT. W s Oj 111 N 1 I II
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ^t \ 111 III i-
I I I ji I I
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., :'t` O r-� r X III III m I I I II 1
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. O QO 1 O �, LOT 25 111 III 00
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL Nt� III III k-• I I U
EQUIPMENT AND MATERIALS BY THE ENGINEER. n L III Ii Oo I I u
O oAP 1 I O O O O O O J II I Q
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE Z, T�'LACEero-s III III J J -J -I _J --1 I 1 II
BEGINNING OF CONSTRUCTION. OST pp' 'o.pe 1 7 III N I I II I Z Drawing Date: 812410f
TEMPORARY -4
0 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS CE O SAC / 4u.B 5'°' LOT 26 I lU ---- ----------------- - ------------------ ---- iJ �� I -——i
PRIOR TO BEGINNING CONSTRUCTION. � � ,
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6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. re al �ptv_�,oIG� // �' rA' g III III ---------- --------------- �� ye
7. TRENCH BACKFILL SHALL BE TYPE A. Fw N'�" " pa _ Nsp} �1 III U ----- ---- - _ '�� -----
'v-�„'`�. ,� cavva r LOT 27 14 ,,, _-_- _- _-_-_ -_- ---------- 9�- {�
AB
B. BENCHMARK: FIRE HYDRANT / 807 LOCATED AT EMILY DICKINSON SCHOOL I �`t •`\\, >E HL/ III Ir I �( I I N
ELEVATION - 4750.29 'STAMPED FLANGE BOLT', CITY OF BOZEMAN DATUM I \• Ni ,T o " \ III III rp I I I II I I Q
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. \•'✓ yit t �j I 011 I O
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I I Z II 00044
AS CONSTRUCTED
8/0voi
Sheet 1 of 6
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McCORMICK STREET
1+25.3 rT,
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POSED 4+16PROP GR 0E LT RT `1•"�J�n�� O�OJ Pay pipR�
----- - 0+47 0+45 CASE STREET F �'
-----
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100 LF F 8"SDR- 5 4740 _- ----- -_---_-- 1+80.1 1+90 -- 4740 �1
PVC SS O 1.71OR 201 LF OF 8' R-35 PVC S®1.109%
EXlS7D_ AQE_ `S
.e•wA R�G IN - PROPpS GRADE 4" SEWER SERVCES F✓W`'
LT RT
4730 -- - 1+54.9 1+52.9
314"WA R SERl9CE, 1+96.5 1+99.5
• NGS 210 LF OF 8'SDR- 5 PVC SS 91 1.043% 2+02.5
`314 WATR SEROCE
GPGSSINGS 8' 7ER MAIN
4730 OF"ate - m 730
M OR N o ro o c 7 Lo rn n Dravring Date: 8/24/01
N O O O CD CDO _
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aq SANITARY SEWER PLAN AND PROFILE �SANITARY SEWER PLAN AND PROFILE SANITARY SEWER PLAN AND PROFILE
S A81 SCALE: 1"-50' HORIZONTAL AND 1"=5' VERTICAL A81 SCALE: 1'=50'HORIZONTAL AND 1"=5' VERTICAL ABt
ss$g SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL i
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AS CONSTRUCTED
8/Ov01
Sheet 2 of 6
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_ _ LT RT __ _ -- ---- -- — — PROPOSED GRADE 4" SEWER SERVICES
—
LT RT
0-04 0-08 474( - --- ---- - - 0+47 0+45
5+19.9 0+00 1+20 1+12
5+61.5 0+19 3/4'WATER SERNCE 1+25 1+34
100 LF OF 8'SDR 5 5+61.5 1+5 CROW WATER SE 3+90 2+73
PVC S O 1.600% 1+86 a 4+00 2+95 280 LF OF 8"5OR-35 VC SS O 0.45 2+53 4+72.5 3+58 yt 1 F — 5 VC_SS_®0.4 _ B"WATER MAW
3/4- A7ER SERWCE B"WATEO MAW 4730 3+20 3 4 WATER SERNCE - — 4+17
OTER SE CROSSING
4+10 CR C5 4+74.5
4+82
5+49 2 0 LF OF 8" R-35 PVC SS O 0.521
5+64.5 2 0 LF OF 8 SDR-35 P SS O 0.60
— 4730
o 0 o T °o u') 10 r7 co 00 M o Ln C4 ao rn v Drawing Date: 8124101
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5+00 4+00 3+00 2+00 1+00 0+00 0+00 1+00 2+00 3+00 4+00 5+00
SANITARY 8EWER PLAN AND PROFILE n SANITARY SEWER PLAN AND PROFILE AB2
SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL A62 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL
00044
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AS CONSTRUCTED
8/Ov01
Sheet 3 of 6
0/24/01
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47,3G) h 3/4" WATER SERVICES '^
PRONDE TN/CK x 4' OE x B LONC �— LT RT
lNS ARON OVER W 7FF MAIN " 12� MAIN
T CUL PERT L nav CRossN 1+69.1 1+77
m 591. LF OF 10• LASS 51 01 WATER MAX BOSSY Gs ME 1 2+13
459 LF OF 0"CLASS 5 DIP WATER MAW 2+06 2+06
12"SEWER MAl - - DIP TER MAIN 730
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n n n n n n n n n n n n n n n n M Y rY Drawing Date: 8124101
10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 2+00 1+00 0+00
WATER PLAN AND PROFILE
A9J A�WATER PLAN AND PROFILE
�CALE: 1"=50'HORIZONTAL AND 1"=5' VERTICAL SCALE: 1"=50'HORIZONTAL AND 1'=5' VERTICAL
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AS CONSTRUCTED
8/0v01
Sheet 4 of 6
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EXI 71N_G_GRADE -
_ PR OSED GRAD
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£XI TING CRADE ,^ G�•k-Q P V
---- PR POSED GRA E 0 °yp�PYy�O� 4740 -
3/4" WATLFi SL 2V BLS � I
ro ��•(Z� u 256 LF OF 8"CLASS 51 DIP WA rER MAIN LT RT
280 OF 8"C SS 51 DIP TER MAIN 3/4" WATER SERVICES 01+40 0+27.5
LT RT 12. 1+88.5
�_ 730 0-18 0-09.5 J 4 SEA vic 2+12.5 1+88.5 V1
t CROSSING _ �c c 34+20 3+10.5
o a 0 4"SEKR R�" 5+41.4 10+00.5 4"SEVER SER ICE 4+92.5 3+71.5
5+63 1+67.5 CROS'SINCS 4+32.5
0 19 LF OF 8" LASS 51 DI WATER MAI e" OKS.R9N 116 LF 10"CLA 51 DfP WA R AIN 5+71 2+34.5 "SEVER'WUN 280 LF 8"CLASS 1 DIP WATE MAIN 4+96.5
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M rt r� r7 7 5+6t ^ r ^ ^ ^ ^ r ^ ^ ^ ^ Drawl Date: 8 24 01
5+77
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5+00 4+00 3+00 2+00 1+00 0+00 0+00 1+00 2+00 3+00 4+00 5+00
WATER PLAN AND PROFILE /*-2�WATER PLAN AND PROFILE AB4
AB4 SCALE: 1"=50' HORIZONTAL AND t"=5' VERTICAL A84 SCALE: 1"=50' HORIZONTAL AND 1"=5'VERTICAL
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#00044
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AS CONSTRUCTED
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Sheet 5 of 6
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PROPO D GRAD£ Q- G
-- ----_____ _ _ .�Z• 8+41.4 9+90.4 P OPOSED
LT RT r `
-�--�- 9+04.9 10+50.6 v
£X -rpAn---�— - ------ ---- 10+34.7 11+10.9 4740 - ------ £-- --------- -------- 0+60 0+67.5
-- - --- -- - - ---__-" 1+27.5 1+40
88.4 LF 0 8"CLASS 51 DIP WA 1E MA1N I 11+04.9 11+76 2 2+07.5 2+12.5
75
7+21.5
273 LF OF 8"CLAS 51 D!P WA R MAIN 140.6 L OF 8"CLA S 51 DIP W 1EIP MAIN e 42 LF Of 8"CLASS 51 DIP WATER MAIN
4730 — - -
CROSS/NOS
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CRO551 C �I"����W� `� � o I"SEM£R RNCF �
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FL-2911 B SEN£R MA/N q) GROSSI S
v cROsswG , 256 LF OF 8"CLASS 5 DIP WATER MAIN
4730 - - -- 'SFN£R MAIN
f D7 N 1!'7 QD N n 1l7 OD n O O O CROSSING 9183 N M if7 m OSs/NC
v O) O) W n 1\ cc c0 117 u) � rf7 1A i!7 O O O O O
M M M M IM n I"] n n to M 1M rl) a v Drawing Date: 8124101
_: 8+00 9+00 10+00 11+00 12+00 13+00 14+00 0+00 1+00 2+00
WATER PLAN AND PROFILE �WATER PLAN AND PROFILE
A85 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL A65 SCALE: 1"=50' HORIZONTAL AND 1"=5• VERTICAL AB5
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AS CONSTRUCTED
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UTILITI EASEMENT 20' UTILITY EASEM T M
\ LOT LOT 4 LOT 3 LOT 6 LOT 1 LOT 16 ` W
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° m BARLEY AVENUE W NO
P � P
O �i�Jyv'00 JAG• \�5QJ 6\��i�JS ^GO?ypJc'� O��i�JS
N 27TH AVENUE
PROP SED GRA _ _-, - - 3/4" WATER SERVICES
-- 4740 ----fX �LK�_FRn¢ _LT RT r
4740 �Rn - --- �I
PR�OSEO 1+50.1
-- --------- ---gXTR BADE -
2+1o.a
2+70
_- 3+30.9
3+96
"- 133 LF OF8"CLASS i DIP W1 TER MAIN i L OF 8"CLASS 51 CIP WATER M IN
0
ro 0 LF OF 8"CLASS 51 P WATER M IN
0
43.5 LF OF "CLASS 5 DIP TER MAIN
342. LF OF e" LASS 51 DI WATER MAI 28 LF OF 8" ASS 51 DIP WATER MAI 4'seNeR SERNCE o
c I2 SEWER MAIN 4730 o co �Q
4730
I� O O O co 11) a0 N
0 In rn L In N o O of ai 00 Drawing Date: 8124101
Cd 00 00 O) O N d. �' ^ ^ ^ t` n n n n OSS/NC
< M M M M H• WER MAIN
8 0+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00 1+00 2+00 3+00 4+00
2 WATER PLAN AND PROFILE AB6
WATER PLAN AND PROFILE
AB6 AB6 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL
as SCALE: 1.=50' HORIZONTAL AND 1"=5� VERTICAL
00044
S
A
V
INSTALL-pTk£TANDAR0l— __-
DEAD END BARRICADE -C.D.B. STD.OWL.N0.09810-1 INSTALL CITY STANDARD I Zv INSTALL TYPE
1
INSTALL TEMPORARY , �S END BARRICADE NEW 6' PROVIDE CITY STANDARD INSTALL CITY STANDARD BLOCK 13
CUVLE-L—SAC 6) - T r [N 89'22 06'IE] C.O.B.STD.OBc.NO.09810-2 MDD� ( � DEAD END BARRICADE REM VE EXISRNC GUY M4RE5 SEAS PER CITY Sro 1
NO PARKING ANYTIME"SIGNS ON GO.B.STD.OILS.NO. 09B10-1 I OMG.02529-3
CN BOTH SIDES OF OAK
4 p r M INSTALL JO'xJ0' C.O.B.STD.ONS.NO.02 29-1 - -- --
''� 089*22 06 DEAD END DON(W14-,) --ees ND.098,0-, 9
Ji x515CONCIALL RETE ARCH -2B.B, 11' 1302.53 1 a+3�.3� -- —� 1/o—s 2 LOT 1 �_O T 10
CULVERT W FLARED ENDS
/ •ra PA-111 INSTALL SPILL CURB ON THE NORTH STD£OF OAK 57REET a.etic �J �0 aANxraG _ 1 °
INSTALL SPILL CURB gN-THE NORTH SIDE OF OAK STREET ••ro PAnx,.�c �>Amrrxc�•�
2/)
-� -- -� - 4 c 'tree - '" ° - - - - - - - -^' - - — - ®"vase- Sheet= aB
1 O ._-- O �� - O O 3107 O J75+
\ m (J T 45)�', kt
.Sheet 8 Of 12
2d.40 (\��T '_, NSTACOMCRFIE HEADER O r 03) E 2 1
OT 6n
INSTALL CITY TANDARD --^T `
PROVIDE TY STANDARD P€ IR/AN RA PS(TYP.) L) 4V: 4 NO PARKING NYTIME'SIGNS
V'--co INSTALL CJTY ST ARD I ;��#VSTAL EW SUPPORT POLE INSTALL NEW O
INSTALL STANDARD ZZ
ON BOTH SIDES OF OAK STREET(TiP.) INSTALL TYPE, /� r PEDESTRIAN RA S(TM.) N1IN CUY RES AND ANCHORS I� 51RE I SIGNS((TIP.)) �"'
INSTALL CR N1DE x I•DEEP STORM DRAIN INLET C.O.B.5/D.DWG.NO. 09B10-I J STREET MQNUMENT(T>P.) v� (� - Lv '� C.O.B. STD.DWG.NU. 098,0-! �z r
CONCRETE HEADER SEE DETAIL ,0 ON SNE£T C,2. t^ AS PER CITY S1D.
J _J DWG.02529-3 J INSTALL NEW 6'NIDE
INSTALL NEW STOP tr BLOCK 12 D°"�DOTTER`�' clq
STREET STCNS(TIP.) GO.B.S1U.DWG NO.02529-, O
BLOCK 13 aB.STU.OML N 09B,o ,
P
��Q oP�tiro AS CONSTRUCTED Illb
,yy �y'S' y'S' 6ryh y n�� U/UL U� Cy!�
.Oxry p^ x^(L gip^ yx x°j�FJp x0\��00 �1•.. , ,FF' @ 'I= i
0, a �. OAK STREET
Ox -
1 4740 i ,5�, �ii Cy, cwyr�eTOt�, a
- 0 x^O Ox00
PROP SED GRADE 544X r ti-F�- xby�g�
___ CASE STREET
4740
0.866X
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CUL T W/ LARED ENDS
4730�n f INV.
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_ 4740 PROPO
0.5 4740
05X SE G D
PROP SED GRADE
EXISTING GRADE V J
Anr
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d Drawing Date: 8/24/01
4730 - 4730
O O O O O O O O •- M f�
PVI TA. =9+72. of QI N ap
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$a�Sa rl1 ROAD PLAN AND PROFILE r1 ROAD PLAN AND PROFILE
5 C8 SCALE: 1"=50•HORIZONTAL AND 1'=5' VERTICAL CB SCALE: 1'=50'HORIZONTAL AND 1•=5' VERTICAL
#00044
ti
INSTALL TYPE 1 INSTALL TYPE i INSTALL NEW O> INSTALL TYPE 1
STREET MONUMENT(iYP.) STREET MONUMENT(TYP.) STREET SICNS(71'P.) STREET MONUMENT(TYP.)
AS PER CITY STD b 9
AS PER CITY STD. C.O.B.STD.OWL.N 0 810-1 AS PER CITY STD.
OWG.02529-3 INSTALL NEW DWG. 02529-J DWG.02529-3
N $,BEET SGNS� � K0 K'�12 � L C 11 BLO K I
[O.B.STD.DWTi. 0 B1Oi1
INSTALL STAN RD �'� 1""� ILL NLE
STORM GRAIN I ET DFIC _JSEEDETAIL6 ON E ) A
T C12 -J .OBS D -1 J I C'J
- _f J INSTALL I fEW STOP&
9 STREET S/ S O. 0,)
r,, GO.B.STD.0 .NO. O BIO-7
yl - MB W'Gn +G& } —��� — - - ® J S�F10 Sheet 9 Of 12
(34 O O \ O O 7.79) ) - - b
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Li INSTALL NEW N
5MEET SIGNS(TYP.) liClCN1,
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INSTALL CITY 7D, LOT U .7 G
O PEDESTRIAN RAMP(TM. I `T 0 - / �` O N �� L� P ESITALLtAN RAMPS ., d a
`; \ INSTALL CITY STD.
I_l.I �\ SEE INSTALL
aL B BONE SHEET c 2 ~
1 30 O O , G I O� ^
LOCK 13 9 BLOCK 11 �P���P���y ` BLOCK 9J ��b�0�, " �����
ti y
O 0°(�'�00 <v� rir�b J [� QP k1 �•OJ ��
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HARRIS STREET
50�' EXI TING GRADE
PROPOSED GRADE (~
4740^6^ °�h b -- - a
Ox x o
5c7�1 Q\�" o N u
ALLISON COURT ��� 3s U
-- 4740 -
W )00 VC W W w 100'VC W
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- IS71NC GRA
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1
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0 0 o M oo Lo to M o n 00 0+00 1+00 2+00 3+00 4+00 5+00 h°
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RIGHT CURB PROFILE EXI TiNG GRADE
4740 W M�
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PROPO
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N cRA £ 4740 50
E-----O O O M 00 cq In O N 00 cn
^ ^ ^ ^ ^ n 1� n n n O O O N N
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r 5 dt'
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GRADE--- --- -o' m PA STAG=0 .5 W LEF CURB PROFILEDrawing Date: 8/24/01
4740
EL.�4741. O
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AB8
5+00 4+00 3+00 2+00 1+00 0+00 0+00 1+00 2+00 3+00 4+00 5+00
ROAD PLAN AND PROFILE AND PROFILE ROAD PLAN AND PROFILE
AND PROFILE
C9 SCALE: 1"=50'HORIZONTAL AND 1"=5' VERTICAL C9 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL
0044
8
in
4tl
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O
N INSTALL SPILL CURB ON THE EAST SIDE OF NORTH 27N FROM STA O+I6 TO STA 2+40 INSTALL NEW INSTALL TYPE 1 R
R ROAD ~AGE C0L0.05 RONS N CUlft STR£E SIGN fi1P.) STREET MONUMENT(T1P.) S
U ED 440'x27x0.90x0.066�565.5 CU FT - - GO.B.STD. WC. Q O B1-I
AS PER G9-STD.
N {.� TRANSITION TO 3z CROSS SL ,Tf N T OWC.02529-3 e
yz' 60' """' -�"" EX/RNG MANHOLE
o3 W CTION RIP-RAP AT DISCHARGE N RIM ELEV 4743.12
�1 Y��DON�� POINT OF INLET ,A/ST GRApE RINCS ANDIOR c� on
R/W EXISTING MANHG£ ARE�36'x15'(M/D DEPTH)xI'DEEP B C SfCAIN a;+l �M /�yy ry������,p�,/I1 n,� .�.(� (}�I ^/V�
C) � NEW RIM£LE14=4740.92 Vaj4i;570 CU Fi �+ - W/�,y','yy�A( eA e o
INSTALL NEW TGW k AD -BAWL lNGS _ 4.'I SIDE 3LOPE5 �`? c 55 g _-a7
STREET SIGNS($TIP.) AN�BARREL SEC7/CAP t7 s 5000' li — —. — — —_ '�V� O O Jg 9.06 O �fw O
C.O.B.STD.DWQ ND.04*111 0 E CAVE SEC' _A-67J 0 32. R/W 00 EA737ING C(/RB
TO KEEP LID OUT OF CQNC — _— 0
GUTTER/F NECESSARY 40, 1 II —' d sµA E — — Go
I 0 �.rva vep14N O �� O M INSTALL TYPE 1 4 '�
INSTALL NEW S1/PPOI7T POLE - O -
_ STRAS PER CITY S EET AfO2�N35��UMENT .) T �1 LOT 1
.— 6�"R • - _ v D LDV2 33 LO I `t INSTALL NEW p Sheet f0 O,, f2
INSTALL GTANOARD ( 1J EEr/ETC°m OH ��- - STREET SIGNS/TYP.) �P" Go
DEAD END BARRICADE _ I 1 �I O A,}' n ��� M \ QO.B.STD.DWG.NO. 04670-1 = U U I I
COB.S/D.ONO.N0. 09Bf0-2 t L071'—r t •"V G I •f \ e r m
INSTALLI EW S : 7 0 -� `
55NN77 // �I c
INSTALL 6'W/OE x 12 - j \\ .O.B.SID.T 1 WG.Nb. 10-1 J,(h� .n
CONCRETE HEADER QQ�� (�� /�
INSTALL GTY TANDA 4B4 O. PRONDE CITY STANDARD y
PEDESTRIAN RA ( �=82334' NO PARKING ANYRME"SIGNS O
O ON BOTH SIDES OF OAK STREET 7..) I• \ �j v �a� OP�����y �'h ��� 4
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Oxp°op�p bx+yJy'tr, 6�Q�•., °mob BARLEY AVENUE
NORTH 27TH AVENUE
0.5dZ� IS_TING
-f.110Y
4740
PROP SE __ - PROPp -D nNSe'�R-A -_ O
4740 RAOE
AS CONSTRUCTED
-`- 8/01/01
M O In m In <t to D7 n O O O
co Oo 00 of o Lo u i Ici 4730 a
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I112X -- - --- — 1�1
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4740 CRA6E 4740 —_� n_roc GRADE
_-- ___-- ----- Tf PROPOSED
RI HT CUB PROFILE
ro O In Oz N 00 I� O O O co M aO N r` In O ao
n 00 00 00 C11 O N \
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RADIUS-
Drawing Date: 8 24 01
7 O In rn Lq In ao O o 0
c0 M 00 N n � � O t ap
00 00 00 07 O N d to If') 117 ^ ^ ^ ^ O^ ^ M^O
0+00 1+00 2+00 3+00 4+00 5+00 6+QO 0+00 1+00 2+00 3+00 4+00 AB9
ROAD PLAN AND PROFILE AND PROFILE rz"\ROAD PLAN AND PROFILE
C10 SCALE: 1"-50' HORIZONTAL AND 1"=5' VERTICAL C10 SCALE: 1"=50'HORIZONTAL AND 1"=5' VERTICAL
8 0044
A
INSTALL NEW _ INSTALL NEW INSTALL TYPE I
- STREET SIGNS(M.)r _ STREET SIGNS(T)P.1 STREET MONUMENT(TYP.)
7 C.O.B.STD.DWG.N. B�0�1 C.O.B.STD.DWG.N.0 10-1 I AS PER CITY STD. INSTALL i1PE I
•-{ _ K 13 f OWG 02519-3 INSTALL NEW STREET MONUMENT(T1P.)
EXIS77NG DOUBLE GUTIE STREET SIGNS(rYP.) AS PER CITY STD.
AND DRAINAGE IROUCN LOC -{ 0 - INSTALL NEW R WIDETyp. Co.
STD.DWG.NO.0998I0-7 DWG. 02529-3
— L--{ L DOUBLE GUTTER. 25
kX
_ l SrALL CITY STD: �� �_ C.O.B. SR7.DWG.NO. 02529-1 L 1
LOT 1 \ CO jt�
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9.5
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p °j- B.
SIG. SIGNS/M.) ^�l 'A m_
b 9 STREET SIGNSS!TVP� �7 e�
/ r� O Z C.O.B. 5/0. DWG.N.O 810-1 _
BLOCK 11 p �P N� J C.O.B. STD.DWG.NO 0 810-1
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a BUCKRAKE AVENUE Pe'� AS CONSTRUCTED °ry�'``��`'a�'���
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r�•h'� r 0^^ Q' 0x�Jr 0x J ^O J e4,0 p0^ ? '.$' [� ^J x r x J a
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a'
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ryxt`,ya ^yx`Jrr 0 q^� ^"��Jx� 4740 ►T�w� O �y
^�V' �v x'�a• T ��'`'��.Jri h�
4740 -�mm ^ :s
--'- - --�_ _ �" RIGH CURB PROFILE
RIGHT CURB PROM ELq
---EV A G CRADE --__ ---- CD M 1 C)
07 N 1A o] N n M rn 00 n M O O CDT,
ai of 00 r` r` co co Iri q 1ri 1ri ri v vM M M M M M M M M ML
a 0+00 1+00 2+00
8+00 9+00 10+00 �� 11+00 12+00 13+00 14+00 d1 N
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r el•a0� h O r 1L O O^� ^J �Ci O^ P° 0q �C�• ^J g ,�-y;a F�a &, 0^ ^ary��^
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k. xayya Ox0 ya 0^'hryy0 ^ry�` `i-Oa 6 Ay ° F,�O�' ^,Sx��yaa°'
F. 4r Ox°Jra �'^ry Jrr ^9 �'h"� rr PR oSED GRAD 2.5021
4� ^ryxyJ°a .1
4� ^a� ^4Y� --- -�- - ---RARE
4740 x ° - 4740 - -
-a510x PROPO O R
a LEFTLn
CURB PROFILE -- -- ----EXI __ LEFT CURB ROFILE Drawing Hate: a/za/of
— --- --- -G GRA ------
p7 N ap N n M m OO n M O O O N M M M
O] m aJ C` f� c0 c0 1L') 1C) ui 1A Lt] C3 CD C) CD C
M M M 1'7 M M M M M M M M M
8 n n n n n n n n n n n n n
� 8+00 9+00 0+00 11+00 12+00 13+00 14+00 0+00 1+00 2+00
- AB10
1 ROAD PLAN AND PROFILE K 2 ROAD PLAN AND PROFILE
C11 SCALE: 1"=50'HORIZONTAL AND 1°=5' VERTICAL C11 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL
Jf00C4:.
g
r,7
- - -- -247_
ALL STREETS EXCEPT N.27TH AVE.fl OAK STREET EMENr EASEMENT OAK STREET EASEMENT 9.5
JNE LINE 4 LME 2" aw�glls.mmlax w'
_ (.0' 30' jam- 30' 30'
__ 18.5 18.5' _ 5' I 1 I TOPSOIL n �1'
16 16' 14' it (�) 3"R 4'R At'
�AO� J I/4•/Fr 3%SLOPE 3%SLOPE 1 C/FT 0{tPOE Ap 11/4' T 3%SL TO SOUTH 1 4• 79rAr alp 1.5' M 0.20IFOC/714 OBERM E GRATE SLOT N1DTH=4.9"POND�M
VA, A,S m+•RaR 020'BELOW BERM ELEVATION 6.33"POND 2
zwn
ID WALK SI EWALK IDEW PROVDE SPILL CURB 1z, • q d
• BERM
3"ASPHALT CONCRETE • ' ° ��+ 6 TOP POND ELEV=4732.75
3'ASPHALT CONCRETEj� • • 7.5•
SURFACE COURSESURFACE COURSE 3.OF 1 1/Y MINUS (/ FABRICATED S1EEL
�1-OF 1 1/2•MINUS GRAVEL BASE COURSE f••-9' \ a'd • - 1 8'K1Y SQUARE Sheet 1`2 Of 12
6'OF 1 i 2•MINUS GRAVEL BASE COURSE 6"OF 1 1/2•MINUS UNDER CURB AND GUTTER C•.q. < INLET GRATE
/ UNDER CURB AND GUTTER GRAVEL BASE COURSE \ • O O ,�
GRAVEL BASE COURSE OVER 9"PIT RUN E
OVER 9'PIT RUN O 0 0 O O O O O O O O O O O C e
O O O C. O O O 00000 O O O O o - C3 CC d /24ya1
0 o CRUSHED GRAVEL O O O O O O O O O O o O G POND ,R
z NOTES COMPACTED SUBGRADE BASE - S" MIN. O O O O O O O O O O O O O O =n T'n _ OUTLET PIPE
< COMPACTED SUBGRADE 1. INTEGRAL CURB AND CUTTER AS PER C.O.B.SPEC.02528-1 0 O O O O O c) O O O O H O O O O
m RESIDENTIAL DRIVEWAY APPROACH. -�c-_^^o- o r.C,o
2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. SUB-BASE COURSE �d
BET POND ELEv= 473075 AT ALL RIP RAP ET
3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. AS REQUIRED AT ALL PIPE OUTLETS KI a-• '
3 PROPERTY
h SEEDING ON CUT k FILL AREAS ON w TO DITCH W 9?v
i PROPERTY SIDE OF SIDEWALK) z ,:
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
CONDITIONS AS REQUIRED BY ENGINEER. PROPERTY PROPER Tv ►1 4
(LIGHTWEIGHT NON WOVEN LINE NORTH 27TH AVENUE ISTA 0+41 TO STA 2+25) LINE (�(� GOMPAGTED SUBGRADE" 36"DIA 4'THICK PRECAST CONCRETE
GEOTEXTILE FABRIC CONTECH C-45) wC/3 y
Y EMEN7 EASEMENT iL� -_--__--- .,. _ _ - _ _ Subgrad•or bane coo ee compact'on hall f to sect on 022M(MPW Space 1996 ad.) 44"DIA.
NORTH 27TH AVENUE ISTA 4+39.7 TO STA 8+94.11 L'.rlE 2. can✓eaten Idnt,"., plated at 10• ntervma and•hall naxa a mnmam depth of 3/4'and m� mam aidth d,1/6.
LINE 5' 5.5 16' 18.5 9' 3. 1/Y a.panaion joint materia nail de placed t II P.C.e,P.T.e, uro returns and of not mon thann�300-Intervals. The 1L
a panaion matanal anal)extend through the full depth of the curb and gutter.
-- - FAO i 4• T 3%SLOP�(TO WESn , ♦• T 4. No cart and gutter shall ba placed aithaut a final farm inspection by the City Engineer a,ni.rear•eentaliv.. POND NO. 1 & NO. 2 OUTLET DETAIL y .w
5. Concrete shot be Croce M-4000. 3 q
5' 5.5' 21 __ 5.5' S' 1• VA�fS 6. Cmahad grovel base shall meal the reauvemente of Section 02235(MPW SPECS,1996 ad.) For curb and
SAD 1 1' 3%SLOPE 3%SLOPE 11/4'/FT GRPOE LK PROVIDE SPILL CURB putter roplaaement projeeta,-I,ad rock may w uses for the gravel bass- C12 SCALE: TUTS �
VA S L, SURFACEALT COUR E�E� 3'OF 1 1/2•MINUS 2q T an 1
R'E SIDEWALK SIDEWALK �A"t ��ONCRETE CURB AND GUTTER DETAIL
GRAVEL BASE COURE
3`ASPHALT CONCRETE 6.OF 1 1/2•MINUS UNDER CURB AND GUTTER C72 $GALE: NTS C.O.B. STD. DWG. NO. 02528-1
SURFACE COURSE GRAVEL BASE COURSE
3'OF 1 1/2'MINUS OVER 9•PIT RUN NOR.` SWALE TO BE SLOPED AT 0.91475 TO PONDS
2 GRAVEL BASE COURSE PROVIDE SPILL CURB ON THE NORTH WE OF ON(STREET AND THE UNLESS NOTED OTHERWISE ON PLAN
6.OF 1 1 •MINUS
/ UNDER CURB AND GUTTER i EAST SIDE Of N.27TH STREET FROM STA 0+16 TO STA 2440
GRAVEL BASE COURSE COMPACTED SUBGRADE
OVER 9'PIT RUN
< z4" PTH
9.5" cAaa suss m 11�IK ma
o �
a COMPACTED SUBGRADE 2.do
3 TYPICAL STREET SECTIONS - TOPSOIL sR 3a THICK CONCRETE
(TYP,) 41' 47
��EXlsn"-�GRADE nCONCRETE SWALE CROSS SECTION DETAIL
z C72 SCALE: NTS la aoic t.5" vl yo,6a.E rA
2" C72
-T �r SCALE: NTS
�- 9" 6" `INSTALL 4.OF 3/4-ROAD MIX
OVER COMPACTED SUBGRADE 0
OBNDROTT NOES o` 00
0 0 0 0 0 0'` + ( 5 TRAIL CROSS SECTION NOTE A
1.CONTRACTOR TO CONSTRUCT DITCH IN ACCORDANCE SEE SHEET C7 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS
WITH THE DETAIL SHOWN ON THIS SHEET.
MINIMUM DEPTH SHALL BE 2 FEET
MINIMUM BOTTOM WIDTHHAL SL BE 15 FELT - - - - -
t
EXISTING GRADE EXISTING GRADE
MAXIMUM SIDEC
SLOPE SHALL BE 4:1 sue-BASE
2.CONTRACTOR SHALL PROVIDE A MINIMUM OF 5-OF E" RISE 9yN AWEA WALL QIIT ffR AS REOI.F
COMPACTED TOPSOL LINER WITH THE DITCH CROSS 9a so (» F00r tffi I 4 I
SECTION. THE TOPSOIL SHALL BE MIXED WITH .1 r.s/m'1 11 11 16e a i/i 'tn
5%-7%BENTONITE BY VOLUME. BENTONIIE SHALL �
BE THOROUGHLY MIXED WITH TOPSOIL PRIOR To COMPACTED sou r:..:; ( ' 1 TYPICAL DETENTION POND DETAIL
PLACEMENT. LINER SHALL EXTEND TO THE 1 FOOT ; M
FLOW DEPTH UNE AS SHOWN ON THE DETAIL 1. Subgrade or boa,c poll conform to section 02230 DA.P.W.Space.,1996 ed.) C12 SCALE: NTS
NATURAL GROUND 2. Contraction jolnl.shall intervai,and shall ho,a a minimum death of 3/4'and minimum atath of 1/6.
3. 1/2' xpanaiaa Taint m te1"c: I, : placed t tl death of P.T.eu cult roluma and at not more than 300'Intervals. TM1e � CpNSTRUC'I'ED W
COMPACTED BACKFlLL(TYPE A) i •pan.lon mate enali..tend through lne foiloilP or tna cure one guu•r.
�1 4. No curb d.e guN.r.hall be placed.10.0 a Ilnal form inspection by the City Engineer or his repmeentati-
6•MIN.BEDDING(TYPE 1) 5. Concrete shall be Class ll-t.
6. Co-et 9rhall bees shall meet ins re0uiremante o/Section 02235(MPW SPECS, 1996 W.) For curb and
gull.,raplocamant Projects,.ached rack may be used for Ne gravel baea. 8
/01/01
INLET CASTING �
z6 SPILL CURB AND GUTTER DETAIL NEENAH R-306/ \ Aw K STREET T.C-33.52 QI
OR IFCO 515-7 OAK STREET T.O.C.=33.52
bl o C72 SCALE: NTS
a I
1v
� Lot z
3 - FLAT TOP O
LAYING LENGTH I ) �TEaaal
6' '• ' - '' 1 1 w
4'MIN.BEDDING -- 24" SQUARE
LfriaIUA•NAL gCBOV IRIMS1 ON*
flPfSPAN�CNaY MEAD D BARRYND E I I OPENING
DEAD END BARRICADE WV n TO•W
C.O.B.SID.DIM NO.09B10-2 I O
4 CONCRETE ARCH PIPE
C12 SCALE: 1"=1'-O"
36L R.C.P. v, M
-a
0/H POWER LIY -_-- -0WIPES�--B-Q (CSTM�S-Z 8
V/
E Oak Street INSTALL 6'Wxl b�� REMOVE EAIS77NG GUY WIRES AND A S N
C B d CONCRETE HEADER (CONTACT MT POWER CO.)
(3RB3 W N
ALTFANATE
DESIGN � O
Egg' O1r Rl9E SPAN (X Y) A B C E F coon O b GUY
6
0 -� BLOCK OUT FOR
u 5}60 r 5na' 1�1/,' r's�s.ne'a.x ve re INSTALL CITY STANDARD 12' RCP INLET PIPE ® 0.3%-
vl pma 3 J (3BO7)l ' DEAD END BARRICADE
8W c C.O.B STD.ND NO.09BI0-1
F m It I >> R/W TAPERS 3%T00'
0 I OJR63 3
__ _ F ALLISON STREET FL=32.05
-_ NOIE ( 77) I p/1 OAK STREET FL=31.02 yl
CI{µ NE1/ ♦ TIE
END SECTION INARE CAST SECTION
SAD ADJACE REQD FOR NT SECTIONS.
TYING J
S ( I} PP INSTALL NEW SUPPORT POLE
.. - INSTALL CITY ST ARO WTH CLAY TIRES 9" SUMP'
< - PEDES7RIAN R TyPN
n Y 2^0'
V, 0 Lot 3 DraLuti7lg Date: 8/24/0f
s °I
6" PRECAST BASE
O TONGUE END ON INLET Am NEW 3%CRO S SLOPE 44
GROOVE END ON OUTLET - AB11
� LOEOTUDNAL lCI7aY ° � ,D 36• STANDARD STORM DRAIN INLET
7 FLARED END SECTIONS 10 DETAIL C12 SCALE: NTS C.O.B.STD.DWG. N0. 02121-2, DEC. 1999
C12 SCALE: 1'=20'
0044
i;