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RECORD DRAWINGS °°"A ```
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NAME TTTUW DATE
CITY OF BOZEMAN, MONTANA THOM&% DEAN & H0924 , INC
TD& ENG049MM CCNRXTAMM
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3415 CONTOUR
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0 FIRE HYDRANT
o INLET
O MANHOLE
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9 POWER POLE g�`
• PROPERTY PIN
p TELEPHONE RISER J N
• c TRAFFIC SIGN z m m CIS
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CTV ---CTV--- UNDERGROUND CABLE TV _
E ---E -- UNDERGROUND ELECTRIC 9 BAXTER MEADOWS BAXTERLANE
da / SUBDINSION DRAWN BY: EWB
G G GAS PHASE 2A DESIGNED BY: KEW
QUALITY CHECK.
S S SANITARY SEWER Cp DATE: 1013//05JOB NO. B05-016(021)
SD SD STORM DRAIN -
FELLDBOOK
TEL ---T --- UNDERGROUND TELEPHONE -
v v WATERLINE
N VALVE
VICINITY MAP
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2
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SECTION OR DETAIL SCHEDULE OF DRAWINGS Z
A DESIGNATION SYMBOL _ - O
3 rSHEETNO. SHEET NAME N> FSHEET NUMBER WHERE COVER SHEETSECTION OR DETAILIS SHOWN • UTILITY PLAN INDEX AND NOTESmpp SANITARY SEWER - EQUESTRAW do TRAKKER TRAIL
ABBREVIATIONS REAT FALLS SANITARY SEWER - GALLOWAY STREET_CABALLO AVENUE rw W
5 WATER - EQUESTRIAN LANE _ m O
ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER - - --
O AT MH MANHOLE r ELENA - 6 WATER - CABALLO AVENUE O V
CONC. CONCRETE MIN. MINIMUM f 7 STORM DRAIN - EQUESTRIAN LANE, CABALLO AVENUE, & TRAKKER TRAIL
CONST. CONSTRUCTION NO. NUMBER I
CT. COURT PVC POLYVINYLCHLORIDE B TT O E AN r 1 6 STREET IMPROVEMENTS_ ALLEY 'B' do EQUESTRIAN LANE `Q
♦ DIAMETER RCP REINFORCED CONCRETE PIPE -'SIN 9 STREET IMPROVEMENTS - CABALLO AVENUE C
$ D.I. DUCTILE IRON PIPE SIM. SIMILAR C
DR. DRIVE STA. STATION 10 STREET IMPROVEMENTS - ALLEY �C�, DETAILS _ w
DWG. DRAWING STD. STANDARD — - 11 STREET INTERSECTIONS W
ELEV. ELEVATION ST. STREET
12 TYPICAL STREET SECTIONS
EXIST. EXISTING TYP TYPICAL _ X
s F.E.T.S. FLARED END TERMINUS SECTION W/ WITH 13 PARKING LOTS
a L.F. LINEAR FEET YPC YELLOW PLASTIC CAP PROJECT' LOCATION 14 SIGNAGE AND STRIPING m
O B.F. BUTTERFLY VALVE _
15 PEDESTRIAN RAMP DETAILS__
LOCATION MAP 16 DETENTION POND REVISION DETAILS
f
8 CAD NO.R516-021-001.DWG
SHEET 1 OF �6
8"
ry
o°014 T_A 1'
STORM DRAIN
+ 4" PVC IRR. SLEEVE SANITARY SEWER / - ' PVC IRR. SLEEVE W ii=
,D - STORM DRAIN n SEE SHEET 7 _ 1
94 LF SEE SHEET 4 + SEE SHEET 7 - -
CABALLO AVENUE --+�_ � LF _ =
' SEE 91EET 9
1+00 - 2 ! 3 4+00 5+00� �\ 8+ 7+00 8+00 9 10+00 114Q0- 12+00 12+79 OVAL
U i i sn '? azo
I I I I I I I h I 1 1 I I I 1- 1 I O1 I U boa
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`WATER STREETS
SEE SHEET 6 4" SCH 40 PVC (EMPTY) SEE SHEET B 0 50 100 1SG H
RE STREET WATER _ 12" BELOW PAVEMENT O STA 9+13.5 - - I I I I
o SEE PHASE 2B PLANS $ SEE SHEET 5 ------ 4*'4" SCH 40 PVC 2'-6" BELOW PAVEMENT
-_ _ -- --- WITH 2 INNER CONDUITS 1-1 1/2" PVC N 0 IA a
ELEC. CONDUIT AND 1-1 3 4' PVC IRRIGATION �1
W _ _ / SEE SHE SEWER r O w '�w
Z ---- CONDUIT (BOTH EMPTY) O STA 9+16.5 $ $ ,IX/ SEE SHEEP 3 „a uw
PARKING LOT GRADING Q + O U "V U x
w> ( ---' - SEE SHEET 13� J $ + >I w
o� . � I- g0 � Za
=U+ W UTILITY CONDUITS: Of
h l w U
iv 4" PVC IRR. 1-18 1-8" I- UTILITY EASEMENT AND UTILITY EASEMENT AND I 3 W^ W Y
jSLEEVE 5 LF 1-6" ALL HOPE W - PEDESTRIAN WALKWAY - PEDESTRIAN WALKWAY W z m Q Z
AND 36' LONG SANITARY SEWER ITY EASEMENT ILffY EASEMENT Z 03 1
----- LU ------- SEE SHEET 3 Q J//-UTIL --- - -- - -- ---- -- <1 z a Q W m
J 1-12" HOPE & 1-6' HD I -UJ -- � � W - - ,?� $ J - --------- g 'I"--- ------------ 1 afuu m0
u
--- -
Q 1 UTILITY CULVERTS 60 LF EA ;� 1 I J '- - --------------------- - ---- J-- --- ~ - - - - A _ Of --�- W wo wo wo
XX
a I I Q in in Q �o�
UTILITY EASEMENT Y o H
-- UTILITY EASEMENT AND < I Y N n
4" PVC IRR. SLEEVE - _ Q I w
- 100 LF O STA. 1+60 PEDESTRIAN WALKWAY I W
_ ------"- -" STORM DRAM SANITARY SEWER _
---" STREETS $ _I SEE SHEET 7 SEE SHEET 3� ~ I I < I uJ u-1 LU
SEE SHEET 10 n Q
--SANITARY SEWER - WATER " i O
p SEE SHEET 4 $ - S - SEE SHEET 5 8 8
p _�_ C4 PARKING LOT GRADING m U
_ SEE SHEET 13 w V)
STREETS/ -- ----- '
SEE SHEET 8 4' PVC IRR. SLEEVE 4' PVC IRR. SLEEVE ��- 4" PVC IRR. SLEEV€ I m >-m
2-4' PVC IRR. SLEEVES _ "-
53 LF EA. 0 STA 5+1 - -_- I 106 LF 28 LF - 40 LF
f ^_�` DRAWN BY:
DESIGNED BY: KEW KEW
DUALITY CHECK:
DATE: 1013V05
FUTURE WATER + + ± I JOB No, B05-016(021)
SEE PHASE 28 PLANS
RAIN 1, _ ^ FIELOBOOK
SEE PHASE 28 PLANS FUTURE STORM D C1�1 _. \\1
VAQUERO PARKWAY �
FUTURE STREET
SEE PHASE 2B PLANS )
N
GENERALNOTES w
U N
1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING = IJJ
UTILITIES BEFORE BEGINNING EXCAVATION.
2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE SANITARY SEWER NOTES WATER NOTES a z
UTILITY COMPANY. Z
3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL 1 ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF O Q o
.
NOTIFY THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. 1. ALL SEWER PIPE IS TO BE SDR 35 PVC AND MEET ASTM 3034 V) Z Z
6 STANDARDS. 6.5' OF COVER TO TOP OF PIPE.
4. EXISTING FITTINGS ARE SHOWN BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND 5; < Q
CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 2. EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A SEPARATE 2. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN O Z X
WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. OUTSIDE OF SEWER/STORM DRAIN AND WATER LINE 0W
5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, VALVES & FIRE HYDRANTS, AS CROSSINGS. co
H DESCRIBED IN THE SPECIFICATIONS. 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED OTHERWISE. D o
3. ALL PIPING TO MEET AWWA CLASS 51 DUCTILE IRON PIPE. (n 2 Z
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS, 4. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN
OUTSIDE OF SANITARY SEWER AND WATER LINES. 4. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR
yl 7. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, W
5. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN VALVES, AND FIRE HYDRANTS, AS DESCRIBED IN THE
B. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR. OUTSIDE OF SANITARY SEWER & WATER LINE CROSSINGS. SPECIFICATIONS. O O J
9. ALL STORM DRAIN MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS. SEWER MANHOLE SIZES ARE NOTED ON PLANS. 6. SERVICE CONNECTIONS TO EXISTING MAINS SHALL BE COMPLETED 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY 0 co a-
USING INSERTA-TEES. MINIMUM SPACING SHALL BE 2'0" CENTER VALVE & BOX, DRAIN GRAVEL AND CONCRETE THRUST Q
10. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES. TO CENTER. BLOCK; SEE C.O.B. STD. DRAWING NO. 02660-4. W
a J
$ 11. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS & WATER LINE CROSSINGS. � F
% 12. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT w
9 ENGINEER.
go 13. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS CONSTRUCTION DRAWINGS. RECORD DRAWINGS X
S 14. ALL CONSTRUCTION WILL CONFORM TO MPWSS (LATEST) EDITION, AND COB MODIFICATIONS TO MPWSS. APPROVE m
15. ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. - NAME TITIT DA1E7
16. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK, THOMAS,DEAN&HOSKINS,INC.
17. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. TDSc ENGINEERING CONSULTANTS
��YY MEAT FALLS-90U -NMIS L MOWANA
18. ALL INTEGRAL CURB AND GUTTER LOCATED WITHIN CURB BULBS SHALL BE PAINTED YELLOW FULL WIDTH AND SHALL HAVE A DELINEATOR INSTALLED AT THE LFs vos E �a110
BEGINNING OF ALL CURB BULB TAPERS AS DETAILED IN THE PROJECT SPECIFICATIONS.
CAD N. R516-2I-.2.13
SHEET 2 OF 16
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STA 1+59. 4.7' RT STA 5+78, 11' RT
s
EXISTING 8' STUB , , RIM 4694.86
$T—
INV 4678.76 ' INV IN (E) 4684.02
TRAKKER TRAIL wv our (w) asa3.az l I O
EQUEST IA�N LANE tom+
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INV IN 12" (S) 4683'64. I CJ ' --� ONJ
INV IN 8" (E) 4683'9i7 ( ) I• Q STA 2+40, 11' RT J N N
i 1 MH 2 4.0 RIM 4691.46 Q N
STA 4+44 I;• Q INV IN (E) 4680.28 I `- D9
INV OUT 12- (N) 46a3. '�' V p q Q w
1' RIM 4696.55 G
� y. �I INV OUT (W) 4880.OB U F
ENV AUT (W) 4689.88 I I > --—'--_-- -
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BAXTER LANE
AS-BUILT NOTE: DRAWN BY: Ewe
INSTALL (6) 8"x4" WYES RIGHT UTILITIES AT STA 3+07 DESIGNED BY: KEW
4- GAS LINE, 4- POWER
INSTALL (4) 8"x4" WYES LEFT QUALITY CHECK:
31/05
INSTALL (6) B'x4' WYES RIGHT CONDUIT. GROUP OF 4-2'
INSTALL (3) B'x4' WYES LEFT AS-BUILT NOTE: CONDUITS DATE: tW(021)
MANHOLE 12 INSTALLED 0 50 100' 150' JOB NO. BOS-016(021)
WITH WATERTIGHT RIM I I I FIELDBOOK
AND LID S C A L E
N
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TYPE 2 EXCAVATION / TYPE A BACKFILL I m e
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ELEV: 4692.82 In ill: 1. MHN1 TO BE CUT INTO EXISTING 12" a0<
a'6— 4700 SEWER MAIN. N maw 4700 LLJ Q
m. ...lr +Imn� o n a 3 Q 2. VERIFY EXISTING STUB GRADE AND m
+??o > ALIGNMENT BEFORE ORDERING MH /3. v� ++?O FINISHED GRADEwxz
= N
4700 &??? 4700 = m Z ate» (CENTERLINE) Q.
m w F z z EXISTING GROUND LLI
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F;•-ap -- Q V
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-- --- ----------- --
€ 0�4 CABLES CUT IN STRIPPING 4690 ------ UTILITIES - 4890 H-
FINISHED GRADE 3 POWER, 1 COMMUNICATION STA 3+05 _�' w Z
O (CENTERLINE) STA 4+70 ELEV:4695.00 ELEV: 4686.89� 3 O
co m
EXISTING GROUND (EVIDENTLY ABANDONED)
(CENTERLINE) 35 t �� UTILITI GAS SEA 3+07 m
469 6- INC SDR 4fi90 POWER STA 3+09 � Z w
1.79X ELEV: 4685.89 Q
8 ,L B^ pVC SDR 35 N J
w J
31A L'F. 338, L.F. N Q
R 1 B3 X c O 1
LF. lb
4680 $1 46-tn
1.63 % R 35 LLI
GP 5 B. pVC SD LU
$ EXISTING GROUND S�'P 5 W
CENTERLINE EXISTING GROUND
4"K1 4680 CENTERLINE 50
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ID m N m IO I° V �. •_
2 ,lj Ili 10 IO IG ID IU I'1 n OI 0 0
RECORD DRAWINGS a ° a = a a a V
$ 1+00 2+00 3+00 4+00 5+00 APPROVED ///
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4l _ /`/' 1+00 2+00 3+00 4+00 5+00 Q
9 NAME TITLE •Y DATE
s
ALLEY IIBII THOMAS,DEAN&HOSKINS,INC.
TD& ENGINEERING CONSULTANTS EQUESTRIAN LANE
E -90ZEWVI-xM15PElL
SPOKW
ICON
CAD NO.R516-021-003.DWG
g SHEET 3 OF �s
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� H REMOVE EXISTING STUB ►.7
EXISTING RIM 4686.17 STA 4+32=1+45 � _-
INV IN (E) 4673.55 8' SERVICE RIM 4689T9&Y0.00 4690 __-_ --- -- 4690
INV OUT (N) 4673.07 STA 2+48 INV IN (S) 4679'AL 73 -_-_-_-_ _ - _ V) O CA)
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_ *�INV our (w) 4679.> __ �o x z0 W
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GALLOWAY STREET o ---_ - n� A W z
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680 4680 4 p" SDR
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Q 4670 4670
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j 8 0 e e w e o o 0 0
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> DRAWN BY: EWB
I DO D GALLOWAY STREET DESIGNED BY KEW
! A j 6-C- +p--'-- DUALITY CHEC
/�L K:
� O O DATE: 10/31/05
D JOB NO. B0 5-01 6(0 21)
I C
FIELDBOOK
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INV OUT (N) 4681.45 d rn m o z Q Q
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NAMEE1�_GAc�nO. Tln DATE4690 _ Z W
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GREAT FN Bom--N ELL NOMrNN FINISHED GRADE 0
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INSTALL (1) 8':8" WYES LEFT ON GALLOWAY STREET 0
N INSTALL (2) 8'K4' WYES RIGHT ON GALLOWAY STREET 4680 0.63 % 8" PVC SDR 35 4680
INSTALL (3) 8%4' WYES LEFT ON CABALLO AVENUE 277 L.F.
5 I`j
EXISTING GROUND yG� C
CENTERLINE
N 50 W IlJ
d m w o o a o,
2 3 x W
Or O O Ill OiN N N
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0 m
1+00 2+00 3+00 4+00 5+00
0 50' 100' 150' Q
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SCALE CABALLO AVENUE a
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STA 2+69.1, 11' LT, INSTALL I TD& THOMAS,DEAN&HOSKINS,INC. (A I~
ELEC. CONDUIT EQUESTRIAN LANE STA 3+52.4, 11' LT, INSTALLENGINEERING CONSULTANTS o '�
T FADS-W2DYN-xN�cu IIOKrNu, >_ G Q
STA 4+74.3, 11' LT, �xAxt rksMomN
10"x4" TEE, 33 LF OF 4" PIPE --------^- INSTALL 10" GATE VALVE ��� �0 m p
5'-8" NORTH OF 10%4" TEE, 33 LF OF�4 iPIPE 5+07 U 0 w
WATER LINE O �I , INSTALL 2" SERVICE STA'Sf9i.3, 11' LT, >U U x
STA 1+59.3 INSTl1l.l. 2" SERVICE INSTALL 10'x8" CROSS , W W (�J
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4+00 ; 79.31 a J A w
v v vt Z3 m Z
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EXISTING FIRE - i- — --- - —i LuU U U W
HYDRANT _ r
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0 I 0 00 O 120
Q Tp +48 STA 5+77.8, 11' LT, INSTALL ,1y� 0
- 10" CAP WITH BLOWOFF O O MO8
_ W SEE C.O.B. STD. DRAWING Ip E""1 wain
Y `INSTALL 2' SERVICE INSTALL 2" SERVICE
K ; I Z N0. 02660-7 0 50 100 150 N N
Q n W
O_ I
Q S C A L E
W STA 3+68.7, 11' LT, INSTALL 2+53.3 O 0 0
STA 2V49-5. 11' LT, INSTALL
Q 10"x4" TEE, 55 LF OF 4" PIPE ' 10"x4" TEE, 55 LF OF 4" PIPE Q
DD m U
p Q
ALLEY"A" m m m
DRAWN BY: Ewe
DESIGNED BY: KEW
DUALITY CHECK:
DATE: 10/31/05
INSTALL (2) 2" SERVICES RIGHT JOB NO. BOS-016(021)
INSTALL (2) 2" SERVICES LEFT FIELDBOOK
TYPE 2 EXCAVATION / TYPE A BACKFILL
Q
4700 47DO N
W
STA. 1+51 TO 5+78 INSTALL 427 L.F. (n
OF 10" CLASS 51 DUCTILE IRON PIPE FINISHED GRADE Q
(CENTERLINE) = W
EXISTING GROUND a-
(CENTERLINE) Z
-_----
AS-BUILT NOTE: ___ -- Z Q
CONDUIT CROSSING WATER LINE ON - O
EQUESTRIAN ------ ------------- Q
4690--- v~i 4890 ; Q Q
STA 3+06, 4-2" ELEC. CONDUIT
N
STA 3+D6.8, 4" GAS LINE L O
STA 3+08.2, 4" ELEC. CONDUIT U)
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EQUESTRIAN LANE
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CAD NO.R516-021-005.DWG
SHEET $ OF s
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J� RECORD DRAWINGS
APPROVED
NAME T UF7E " 7
STA 4+38.5, 11' RT, INSTALL I THOMAS,DEAN&HOSKINS,INC. V zOy
z-
8"x4" TEE, 49 LF OF 4" PIPE
STA 2 99.5, 11' RT, I STALL \41W
1 il� ENGINEERING CONSULTANTS �
8"x4' IF[, q9 �.F OF IPE ORFAT FN15-eozDLW-xu YpRNM ;
STA 7+47.1, 11' RT, REMOVE pp, Iov10
EXISTING BLOW-OFF AND CONNF T E"
A 5+88.0, 11' RT, WITH NEW 8" GATE VALVE 5}
ALL 10"x8" CROSS I'll ptt j N
W CABALLO AVENUE u�
- -- _..-+12 - N
INSTALL (2) 2" SERVICES LEFT Z O DD Wozw
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INSTALL 2" SERVICE INSTALL 2" SERVICE I , N <Jn n Fly W
STA 1+90.0. 11' RT, INSTALL i O>ml
8' CAP WITH BLOWOFF STA 5+48.0. 11' RT, I UO 1n
SEE C.O.B. STD. DRAWING INSTALL 8" GATE VALVE - " I I Z ww W f
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N0. 02860-7 ____ �t'- c U U U W vl
c., U UJ UJ
_ I W w(3 O wo
-- I STA 5+53.0, 11' RT, Y Y 0 0 0 W w r
INSTALL 8"x6" TEE W/ I
jo12 LF OF 6" PIPE AND ,, - --- _- _7.5' BURY FIRE HYDRANT _ o, s _ _e Q7 N F �N
BURY ELEVATION=4693.04
---- �
AL
W l - - - N
Of 0 `� w I I 0 50 100' 150' r H H
U) N 2 Z y
` -- ----- ---- - S C A L E
J I �________ - - •O i I J w >�- = iQ � �
- `.t m
________-_ ______________ _
_____ -------- -
�a O w UVl- _ > >>
< - DRAWN BY: EWB
I F DESIGNED BY: KEW
QUALITY CHECK:
DATE: 10/31/05
JOB NO. B0 5-01 6(0 21)
FIELDBOOK
TYPE 2 EXCAVATION / TYPE A BACKFILL
Q
- - N
W
N
4700
W
STA, 1+90 TO 7+47 INSTALL 557 L.F. d
OF 8" CLASS 51 DUCTILE IRON PIPE
Z Z
FINISHED GRADE
O(CENTERLINE) - - - - - - ------------- Q
f/) Z >
Q
EXISTING GROUND _______
Q
(CENTERLINE)_ Z 0
00 J
---- N 4690 co co 2 Q
8 /)/^� CZ co
W
N
E WATER '
8 r APPROXIMATE 0 0
FUTUR Z
LOCATION OF � m W
}w} EXISTING WATER Q
LU
4680
I��-
w I,i 4680 C
� � � > r v
Ho xi xi o 0 o GP`' 5 ^ W
z m EXISTING GRDUND -0; n 0 .00
+ CENTERLINE �+� < n n ,� � X
50 Q
a m a co o 0 o a n o, n co rn a m n m
rn rn o o N n c� ri ri ri e a ,ri
U n0 00 m O, W rn rn rn 01 OI rn O, OI rn O,
4 a a a a a a a a a ♦ < a a a a a
a
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
a CABALLO AVENUE
CAD NO.R516-021-006.DWG
SHEET 6 OF s
g
vdQif 5161 oc
AS-BUILT NOTE: N .nfts �`•••°
- CONDUIT CROSSING STORM DRAIN _
-- - _ ----- - - w ON EQUESTRIAN m (NyNNm A"I cid L
Z STA 3+06, 4-2' ELEC. CONDUIT nn 2 °DD101D ap�
W nm oaaa� U to
ALLEY"C" Q STA 3+06.8, 4" GAS LINE
I � oaV v3 ° awiv�� � o_-
MH /8 STA 3+08.2. 4" ELEC. CONDUIT �`lc!,p0 =+mw-o +azzzp 3
Q� Q STA 5+29, 19.5' RT=STA 6+19. 10' LT o e-Dma azz »>
m RIM 4694.07 u1 �aaa.� a�zzz � ??? F"
Q INV IN (E) 4687.81 4700 rno� n a0 3 --- 4700 '�
j } C..T INV IN (S) 4687.81 aom =+m_I_
i I INV OUT (W) 4687.81 ��� : '>???O .�
I' � wrap 2»» FINISHED GRADE N O
INSTALL 58 LF OF SO INLET 3 w ��??? w to ��.1 rA
SD INLET /1 ' N 'a'm (CENTERLINE) J z M+H a
\Pr I STA 3+22.0 12" PVC O 1.67% STA 5+67.8 _+z�2 """-- 00 'Cw
TBC 39.5' LT N EXISTING GROUND ////// Q w ,•y
TBC 39.5' LT TBC EL 4694.33 xloW> (CENTERLINE) z 0 `SJ
TBC EL 4687.64 _.-. INV OUT'4C"-0&4690.09 Z'
I! INV OUT 4687.64 i � H N7 _____ ---------------------------""-------- ��
I INSTALL 57 LF Of -----------_"_-__ -----. Ow 0 Q N
STA 3+31, 19.5' W O '
RIM 4691.89
EQUESTRIAN LANE INV IN (E) 4686.616 I ts" PVC o 3.26X asso'""- "" 39 LF. 4690
INV IN (N) 4686.616 + ��� MH N9
INV IN-(S) 4686.8$5 STA 5+6g, 19.5' RT �199 LF- 0.57 x 21" PVC SDR
INV OUT (W) 4686.6Y` '• I RIM 4694.50 183 L.F. 0.57 X 21" PVC SD 35 1e" C �Z C
1 2+00 3+0� 4+00 5+00 79.3 INV IN (E) 4688.2WI5") �gr Q Q 70
KU 00
�- INV IN (N) 4688.210 - W
--- I I I I 1 1 - I INV IN (S) 4688-210 J 2 YDS OF CONCRETE PLACED BETWEEN vI O 0
r-1 INV OUT (W) 4688.7,70 IITIL1TlES GAS LINE AND STORMDRAIN PIPE - w w w O
CONCRETE EXTENDS 5 FT LATERALLY O O 0 II..I�.4I szo
' sn s0 SD-
AND AND VERTICALY FROM GAS LINE UP 'D�o F+4 �Y'^
`96fALLED 10 LF TO SPRINGUNE OF STORM DRAIN PIPE 0 0 �aw
\\\ OF �S PC 4680 4680 N N
SD INLET R2 `INSTALL 18 LF OF O 0.42X
N m
INSTALL 18 LF OF oP
STA 3+30.7 12" PVC O 4.80X 5
' TBC 39.5' RT I�i; 15" PVC O 10.33% EXISTING(CENTERLINE) 50 w w w
TBC EL 4691.72 SO INLET ,4 ^� < O O
INV OUT 4687.71( - `� STA 5+67.8 ? rn `T
t
SD INLET 6 8 TBC 39.5' RT 0 0 0 0 0
STA 1+40, 19.5' RT STA 6+535 TBC EL 4694.33 _ a an, w N
REMOVE PIPE STUB INV OUT 4690.08
FROM EXISTING SO MH TBC 33.5' RT A
EXISTING RIM 4690.50 G TBC EL 4692.39 SO INLET /5
NEW RIM 4690LBO p INV OUT 4688.14 STA 6+53.5 1+00 2+00 3+00 4+00 5+00
INV IN (E) 4685.63 - TBC 33.5' LT m m m 1p
INSTALL 43 LF OF W TBC EL 4692.39
30 �7 - - - Z) INV OUT 4688.14 DRAWN BY. EWE
12" PVC O O.Sx
ALLEY"A' W DESIGNED BY: KEW
9+41 MH /11 INSTALL 22 LF OF
STA?Tfii.L 10.0' LT � 1Y PVC O 0.95X QUALITY CHECK
RIM 4694.7,K5 _ Q EQUESTRIAN LANE
INV IN (S) 4688.7�b 8 O DOB NO. B05-016(021)
L; o_ INV IN (E) 4688.7$6 J MH /10 FIELDBOOK
INV OUT (N) 4688.7�8 Q
i m STA 6+54, 10.0' U
Q RIM 4692.67
_ U INV IN (E) 4687.93 06
INSTALLED 3 SHEETS INV IN (N) 4687.93
OF 4'XB'X2" INSULATION INV IN (S) 4687.93 IIJ
BETWEEN STORM SEWER AND INSTALL 37 LF OF INV OUT (W) 4687.93
WATER LINE AT STATION 9+37 0 3.15" PVC O b'S�24% m Z
mmr
� � Q W
woa n m,r� N
o6.6 Q
2+00 3+00 4+00 - 79.31 ^ W
1+00 awn n n� m�
- ---- =+ewe �m0� na0
e zzp n 7r Q 0
- - I I 1 I I 1 1 _ 1 I SO MH/INLET N7 4700 ; f atnwY 4700
STA 5+67.3 a�Zig '�ac•Iwifn +ew = J
TRAKKER TRAIL --- +� ezz a Q
•�[� TBC 33.5' LT
_ INV IN 4693.27 a> --- --- (CENTERLINE)-_gg8 FINISHED GRADE _w z m
Q INV IN (S) 468b'96�" - Z Q
INV OUT (W) 46V&S L M.96 ---- ----- Q Q U
Y
J
- -- ----- fn Z _
Q KINSTALL 63 LF OF -------"-- - Q Lu
CL 12" PVC O b-5L0.3X F- Z aI
Of
Z Q f-
w -1 _ 4690 35 L.F. AS-BUILT NOTE: "690 m 0 J
STA 10+01.5. TBC 33.5' RT SO INLET N8 EXISTING GROUND 0.337, 15 PVC SDR 35 2
$ (iJ REPLACE FIELD INLET FRAME STA 5+67.3 0.337. 261 L.F. MOVED MANHOLE 11 = Z Lu
Q AND CRATE AND GRADE RING WITH TBC 33.5' R1 (CENTERLINE) NORTH TO AVOID (n Z
Sd > till). CURB INLET FRAME AND GRATE TBC EL 46`gS9294.27 EXISTING UTILITIES:
8 _`. NEW TBC=4695.2 INV OUT 4661:$290.27 - (�S 40 PVC m Q
1g" PVC SDR 35
J - - - 3.1 W
BELOW PAVEMENT O
_ - - - - "� STA 9+13.5, 4" SCH 0 O
-STA 10+00.8, TBC 33.5' LT 40 PVC 2'-6' cl m uj
D 91 CONNECT TO EXISTING SO INLET; REPLACE BELOW PAVEMENT
IQ INSTALL bQ LF OF FIELD INLET FRAME AND GRATE AND GRADE WITH 2 INNER W D
$ ALLEY"B" ;\ i 15" PVC O 292 _ RING WITH STD. CURB INLET FRAME AND GRATE 4680 CONDUITS 1-1 �' 4680 �!!
1 NEW TBC 4695.21 CC W
EXISTING INV IN (W) 4691T8.L91.47 P�� PVC ELEPvC CONDUIT G ,
I NEW INV OUT NW 46"-&L91.47
I 1� ( ) EXISTING GROUND 5O 5 (BOTHnEMPCON0 W
r w (CENTERLINE Z
3 4 STA 9+16.5 Q
g 50 xa/
Sp n W n t0 O� O OD Mco
2 a a a a a tO a a v a w
g RECORD DRAWINGS
9
APPROVED -00 6+DO 7+00 8+00 9+00 10+00 Q
�G'a c4.G
NAME TITLE/ DATE
THOMAS,DEAN&HOSKINS,INC. 0 50, 100' 150'
g TD&Io ENGINEERING CONSULTANTS I I I I I SCALE I CABALLO AVENUE ICAD NO cS Sus-B02D1�N-IWISPELL AM
lcwsrar� oNa SHEET 5 DW
70F16
RING
WA ,
-� -- ----- ----- - I - — /
ZOO
=o
` - TRAKKER TRAIL ol
I .. 2Q
SEE SHEET 11 FOR INTERSECTION
GRADES AND BACK OF CURB POINTS 1 I J 3
INSTALL TYPE II
PEDESTRIAN RAMP
TYP. - 2 LOCATIONS w
SEE DETAIL INSTALL TYPE I PEDESTRIAN
"EQUESTRIAN
e _ I RAMP; TYP. - 4 LOCATIONS o Q
15 SEE DETAIL 1 a F'
FUTURE SIDEWALK STREET LIGHT e (A �
iLOCATIONS PER pp I 15
AS-BUILT DRAWINGSOI zINSTALL ALLEY APRON P � ' 1Dp �ySEE C.O.B. STD. U `q VDRAWING NO. 02529-78 4+00 5+00 7L31 1- Z C7
11.5' N
4 � 5+� I \ -—_ _—�- ~O Z a
+�D D
WWI
L i EEf LIGHT �T � 3 J Q
ALLEY"!� 5+1p.31 j I STREET LIGHT - I- of
Y I I INSTALL ALLEY APRON ,O / Z STA t+a5, BEGIN ASPHALT '�� I JO%v STA 5+64, END ASPHALT ja a Q Z m
SEE C.O.B. STD. 11J I AND CURB AND GUTTER w I
Q I FUTURE SIDEWALK- � AND CURB AND GUTTER i i W
TI
0_ DRAWING NO. 02529-7A „, _ - Q [YU U U
INSTALL TYPE I PEDESTRIAN FUTURE SIDEWALK U U rn
O 0 } RAMP: TYP. - 3 LOCATIONS i i � p p p 0 4w ZO
0' I J Q I SEE DETAIL ej i i Z ►rl � y
m Y 15 2 i .. � O F Kmw
O Q 0 50' 100' 150' Q ( Q 16 N C7 A J
U ;
o �N
J
SCALE O D'
Q w ww
—� V o 0 0
BARTER LANE C7 - - - — - -
> ALLEY'A" z o
�" A
mmm
DRAWN BY: EWB
DESIGNED BY: KEW
QUALITY CHECK
DATE 10/31/05
JOB NO. 8 0 5-01 6(0 21)
HIGH POINT ELEV = 4697.23 FIELDBOOK
HIGH POINT STA = 3+29.28 PVI STA = 3+23.74
PVI STA = 3+00 PVI ELEV = 4692.37 W
PVI ELEV = 4697.56 A.D. = 0.41
A.D. _ -2.57 K = 122.15 Z
K = 50.00 50.00' VC J
128.55' VC
Z
� N npp e N Q
N N 4700 m N < rn 4100
rn + co
+ w c� a A ' W
v1 + (n (n+ a &, w " " Q 111
U U > T
U U m m
,I 7ni1 m 4700 1 _ a V
- ----- - Z W
----
4690-------__ ----_ 4690 N Z -
EXISTING GROUNDY ' Q m
EXISTING GROUND (CENTERLINE)FINISHED FINISHED GRADE Z
FINISHED GRADE (CENTERLINE) (CENTERDNE)3. Z m LLJ
J
4690 (CENTERLINE) 4690 �- a (n Z
W a N 5 5 0 Q
m O
o UI O G LI.I
8 U Y 4680 Z 4680 O Q
U X So 0 [0 Z
w
5 n n WW¢
EXISTING GROUND FINISHED GRADE 4 a EXISTING GROUND FINISHED GRADE �' W C
+ (CENTERLINE) (CENTERLINE) < + CENTERLINE CENTERLINE n W
4680 n 50 rn o ,n rn m 4680 n ten'^ rn rn rn N ,� rn n o -M ,n o N O
5 �n m,0 c40 'P� �.- SOD 4 � � O O� O O O,.j �N .-„i NM Ma Ma <uj W
RECORD DRAWINGS a.
N ui Nuj .'6 ,�,� ,pn wt6 .6 � rn rnrn rno, of rnrn rnrn rnrn rnrn rnrn rnrn rna,
rn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rn rn ,o of mI COI wo ,nm bm t0� ,O� t0,p
� a da ad ea ad as a� as a a e �< as �a as �< da �< as as ae
a
APPROVED
6 1+00 2+00 3+00 4+00 5+00 ,� __ �"�"�/�, 1+00 2+00 3+00 4+00 5+00
NAIME tl m
W
THOMAS,DEAN&HOSKINS,INC. W
ALLEY nBn TD& ENCINEERING CONSULTANTS
IE S B02E""""�" w EQUESTRIAN LANE ~
8q
CAD NO-R516-021-008.1)WG
4
SHEET 8 OF 16
9
i�(T,,$161 PE
70N.4
zoo
STA 12+30, END V �oo
STA 7+28, TIE INTO CURB AND GUTTER Z o�
INSTALL TYPE III PEDESTRIAN
STA 2+04, BEGIN CURB EXISTING ASPHALT RAMPS; TYP. - 3 LOCATIONS
AND GUTTER AND ASPHALT AND CURB AND GUTTER SEE DETAIL 31 i STA 10+00 TO 12+65 Z 3
.9�� CABALLO AVENUE 15 '?sq REMOVE EXISTING ASPHALT ?sq
jp+oo : 3+00 4+00 e+oo IS#OD 7+Do B+OD Y_ „ ,2+ao 12�7Y
E In
--_—A —11- ---+-- i— -- --F III--h —+ -�-- �1— —i-- —+- -- i----F-- F 1 S z x 7I
STREET LIGHT I I 4 -- I o V O
LOCATIONS PER 0 I - /�' U 1r
AS-BUILT DRAWING I: _ 030 za
gJR I I M1S Q U
STREET
STA 7+53 TO 7+82 ., I `� I I I o f Q W Z
REMOVE EXISTING ASPHALT I I I za m Z
I i I I AND INSTALL ALLEY APRON I / 0� I 5 w
j SEE C.O.B. STD. DRAWING - _ I i U5<V) C`J N
SEE PHASE 2B PLANS I I I I NO. 02529-7B I I I I fr U U U W
W I 1 J I I '.F3 I I W W W Q
wo
� I I I I `n I I I SEE BAXTER LANE PLANS I I I mo o❑ W �oN
3
> I I I o� uv
0 N
.I Q _ W
r1l
__ I ______�
J z
N
J I ____ Z _________
liT_ _-_ Q ___ ?- I m �O I w I-
W-F
a I �' ___ J ____________ �_ 0
0 I ` a
} - ----- I LU ❑ o 0
�O C - Asa- Q� - - - - I J - -� I-
ll LU ~ a Q zo
r 0_ I m w W I ------ a l m m m�
- - DR N BY EWB
I I I DES GNED BY: KEW
L RECORD DRAWINGS QUALITY CHECK:
DATE: 10/31/05
AP ROVED JOB NO. B05-01610211
SEE SHEET 11 FOR INTERSECTION Z =n j � _// PVI STA = 10+88. 0 FIELDBOOK
0 50' 100, 150' GRADES AND BACK OF CURB POINTS .C-(Ga.lti. /f�. O) PVI ELEV = 4696.30
I I I I I I I NAME TFW DATE A.D. = 2.29
S C A L E
= 35.00
O_ THOMAS,DEAN&HOSKINS,INC. 80.06, vC
ENGINEERING CONSULTANTS
PVI STA = 3+50 TD& SP T FA S-SOZEHW K"1 EU .pro
PVI ELEV = 4691.58 LD 0. 0*0
0
A.D. _ -1.06 .6 LJJ
K - 50.00 d N r'
a, N N d 6 o + N Z
52.91' VC ,D + d ui e + 01 d LlJ
in a � aD LlIW`
+ ar II + Oi t` d f U w �! /
4700 o In a o. n n a 7 m m 'g 4700 = O
+ s W _------ a
+ oD n '4 .. .. w a w > S
°ali n
Z
6i s
> > ------>
> mm _
Z QJ
Q
>
n _ _ FINISHED GRADE O
__ ___----� z (CENTERLINE) m
4690 OY EXISTING GROUND g < w 4690
(CENTERLINE) _ x (n Z Z
a s m w Q LLI
z
z
$ a cy w v °~ a N Lu
w w w w w z z Q O
J J 5 J LL O w
Q co
W W W W Z z w a
4680 50 U v WL) 4680 C
0 O . N O c6 O Lc
.61 O 0 p r
FINISHED GRADE m m EXISTING GROUND o+ + + W
i + CENTERLINE + + + CENTERLINE 0 N W
X 11!d tD d N 0 n W n 'W 0 0 1N
of 114
bo0 On 9. n° n °0 c 0 a q q <
O O 0m♦Q�6 d d N Nm Nd nd 4 nd,i ndn dn d� d 'dOd Ndn vd 6 d O 0d�' dm wd� O
O,0 m O N
w Om 00 wo 00 wo W� of of of 06 00 06 Wm d
mo
V^
p d d d ♦ d d O ♦ d d d d d d ♦ d d d d d d d d d
P
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
CABALLO AVENUE
F
CAD NO-R516-021-009.DWG
SHEET 9 OF �s
7
0 AV
GALLOWAY STREET
- -- — RECORD DRAWINGS <=o
W V z0.
zoo
_ v b�x.c�• __ x ..1 O
�v=
NAME/ TI VDATE U o z
�p-
THOMAS,DEAN&HOSKINS,INC.
r� W F"
/ - i D&JO ENGINEERING CONSULTANTS
QQ ScpEwnoT F�-B02Ebw-MGPELL j
I °
r tu
J INSTALL ALLEY APRON I Q=O w T w
(r SEE C.O.B. STD. FUTURE SIDEWALK N 0
DRAWING NO. 02529-7A 1
t rc '
oo� °� U w=
R 11s' U-1
EL
z
1 f-_-+ - Q 1 I 1151 1 I0 I0 wY
- O S C A L E zwam
.r
! ' ALLEY("C" /� I m Om J�a z 0
J/ Q PAINT CURB YELLOW FROM w 0, Q z m
% INSTALL ALLEY APRON U GUTTER FLOWLINE TO TOP af m m m ' W
SEE C.O.B. STD. BACK OF CURB
SEE SHEET 11 FOR INTERSECTION HANDICAP SIGN LOCATION
\\ DRAWING NO. 02529-76 GRADES AND BACK OF CURB POINTS O O O �ioo
` 11
FUTURE SIDEWALK BACK OF CURB ��w1-0-7-
�
10 N
r r I 10-4 3/4" FACE OF CURB w
- www
N Q Q Q
L] I]l]
O m Z U
EQUEST Id N LANE I '5' EDGE OF ASPHALT W m
�o.
A
mmm N
DRAWN EWB
�Q) DESIGNED
BY: KEW
0 L QUALITY CHECK:
q DATE: 10f31105
JOB NO. B05-016(021)
FIELDBOOK
HIGH POINT ELEV 4691.42
HIGH POINT STA - 3+79.29
PIA STA = 3+71.24
PVI ELEV = 4691.60
A.D. _ -1.72
K = 50.00 `4" YELLOW PAINT
LINE (TYP.) INTERNATIONAL SYMBOL OF
86.10' VC ACCESSIBILITY N
4" BLUE PAINT (TYP.)
rn o N n Lij
fn U
N � + � a
a a
w w PAVEMENT MARKING DETAIL 1 a w
U U U U
m NO SCALE -i
10 ZO Q Q
- .7 zQ '
4690 _- --_1_2� ___--- - / 4690 NOTE: ALL PAVEMENT MARKING, EXCEPT CENTERLINE AND PARKING STRIPING SHALL > ~
J/ BE INLAID THERMOPLASTIC OR PREFORMED TAPE UNLESS OTHERWISE NOTED. Q Z Z
EXISTING GROUND REFER TO THE CITY OF BOZEMAN (COB) STANDARD DETAILS k MONTANA m O W
(CENTERLINE) DEPTARTMENT OF TRANSPORTATION ENGINEERING MANUAL SECTION 19 FOR C
s FINISHED GRADE J SIZE AND LOCATION OF MARKING. C
3 (CENTERLINE) U) Z W
v ^ W
0 9 5 0 O NO a/
y y
4680 a u m a 4680
m 50 m
Lu
N n S
O L
d EXISTING GROUND FINISHED GRADE a Lu
+ (CENTERLINE (CENTERLINE) �+ lIJ
� �a; 20; eci m°c;'
.r a� ♦a �a as ad a� a a Q
m
1+00 2+00 3+00 4+00
ALLEY "C"
CAD NO.R516-021.010_DWG
SHEET 10 OF 6
I STA 1+45
OFFSET: 39.50 L ' ARING '-
FL=4690.28 �-NGff�f°�=
RECORD DRAWINGS STA: 3+17.06 ?�
OFFSET: 39.50 L STA 1+48.45 '^�• /�;
OFFSET: 39.50 L
FL=469L24
FL=4690.25
APPROVED
STA: 3+02.54 ; STA 3+22.03 "
4C�. ' OFFSET: 39.50 L _ _/FL
STA: 1+45 zom
�i/C' OFFSET: 23.00 LMANE rmE bnrF FL=4691.53 FL=4691.19 OFFSET: 23.00 L Z moo=4690.69 z o=
STA 2+91.28 STA: 3+23.99 ` �✓�
TD&� THOMAS DEAN&HOSxINS,INC. OFFSET: 39.50 L OFFSET: zz5o L I _ C
ENGINEERING CONSULTANTS FL=4690.95 FL=4691.49
S� r115-BOZFYW-MNISPELL WASINfIGfOp - Qf
EcvnsloN 1p"HD STA 2+99.94 'h �;P STA: 3+21.39 - - - i d "•I F.,
OFFSET: 24.50 L OFFSET: 23.00 L
z r`=Jr d
FL=4691.39 FL=4691.62
STA 3+03.66 STA: 3+15.66 1 I STA: 1+54.01 p+00 OJ O
OFFSET: 3.50 L - OFFSET: 3.50 L I OFFSET: 3.50 L a N r.r Vi a
FL-4692.13 3+a5 FL=4692.22 J FL=4691.07 ED
STA: 5+48 STA 5+48 STA 3+03.66 Q
STA: 3+15.66
OFFSET: 17.06 R FFSET: 17.07 L OF FL=469Y0.24 OFFSET: 0.00 L
FL-4692.49 FL=4692.49 - _FL
)�
STA: 5+48 I - -" -- -- STA 1+54.01 a Z N
- I- 1 r - } STA 1+10.51
OFFSET: 33.49 R _ _ OFFSET: 3.50 R
FL=4691.99 I STA 3+15.66 Q OFFSET. 0 00 R FL=4691.07
OFFSET: 33.51 L EQUESTRIAN Y FL=4691.15 0 W Y
STA: 4+74.31 FL=4691.99 OFFSET: 3.50 R - - 1
OFFSET: 3sso L FL=46s2.22 k 50 R a EQUESTRIAN OD I Z w
STA 3+03.66 Q O� I "'�
FL=4692.84 Ix-4
OFFSET:4692.13 w Of It IZaI i�
STA 4+74.31 `iOR 1 1 .Spy STA: 2+97.92 STA 3+19.37
OFFSET: 23.07 L 111 n OFFSET: 23.00 R OFFSET: 24.50 R - _ �w w w O ai„z
FL-4693.34 ,. co _ L -__ FL=4691.54 _ Q STA 1+45 L- p
y R=4691.49 � 1 C7 a � o� � ��o
y ) OFFSET: 23.00 R
r STA 2+95.32 I FL=4690.71
STA: 5+64.31 STA 3+30.69
OFFSET: 23.07 L OFFSET: 27.56 R N
OFFSET: 39.50 R
FL=4691,27 STA 1+48.51 m
FL=4694.34 - FL=4691.27 "1
` OFFSET: 39.50 R N
STA 3+02.25
STA 4+65.56 m OFFSET: 39.50 R A: 3+28.03 FL=4690.25
5+00 Z 5+79.31 FL=4691.03 Q Q OFFSET: 3.50 L OFFSET: 39.50 R TA: 1+45
FL=4693.84 m FL=4691.30 OFFSET: 39.50 R
A: 3+16.77 FL=4690.28
OFFSET: 23.00 R m v
+g I I I FL=4691.64 w N ^
STA: 4+69.06 ^�
STA: 4+65.56 FLF4693990 R EQUESTRIAN MIDBLOCK OF EQUESTRIAN INTERSECTION OF VAQUERO & EQUESTRIAN m mm
OFFSET: 3.50 R
FL=4693.84 _ DRAWN BY Ewe
BY
a \ i STA: 5+64.31 DESIGNEDOALIT HECKr KEW
OFFSET: 23.07 R DOB N0. Boy-0161021 1
FL=4694.34
FIELOBOOK
STA 4+74.32
OFFSET: 23.06 R ',A� l �%4
FL-4693.34
STA: 4+74.31
OFFSET: 39.50 R NE
FL=4692.84
W ELEV: 4894.92
STA: 6+50 D
STA: 6+50.0 I � o STA: 9+10.63
OFFSET: 33.49 R OFFSET: 33.51 L a r OFFSET: 17.00 L Q
FL=4691.99 FL=4691.99 - - -- FL=4694.61 N
STA: 6+53.51 A 6+53.50
OFFSET: 33.49 R ( OFFSET: 33.51 L <
FL=4691.94 FL=4691.94 -- - 195� N
c STA: 5+63.81 Q
STA: 6+50.01 OFFSET: 17.00 L
OFFSET: 17.01 R I TA 6+50 Ilf' FL=4694.37
FL=4692.49 _ V OFFSET: 17.07 L
az a
FI=4692.49 5+w 4 5+79.31 (7
STA: 5+42.02 Z Z
OFFSET: 22.71 L STA: 5+55.81
FL=4694.76 OFFSET: 17.00 L O Q Q
INTERSECTION OF EQUESTRIAN & CABALLO , $ , i FL=46�4.49 � Q OfSTA: 5+55.81 H
TRAKKER TRAIL OFFSET: 17.00 R O Z
FL=4694.49
m � Z
a 5, � O
OFFSET:617.00 R Q
N �9SR FL=4694.SZ76Lu
LLJ
V
STA: 9+83.63 I STA: 9+83.63 O
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OFFSET: 17.00 R I OFFSET: 17.00 L m W
l FL=4695.04 - p FL=4695.04 Q F,
1 1 � Z
�? STA: 9+92.13 I A: 9+92.13
OFFSET: 33.50 R
N OFFSET: 33.50 L W
= FL=4694.77 I FL=4694.77
STA 10+01.5 STA 10+00.8 X
o OFFSET: 33.50 R I OFFSET: 33.50 L
FL=4694.67 FL=4694.67 m
$ 0 20' 40' 60'
' L I I I OFFSET:917.001 R I OFFSET:3/ STA: 917.00 L
S C A L E
FL-4695.10. FL=4695.10
s
a
INTERSECTION OF TRAKKER & CABALLO
4
8
E CAD NO.R616-021-011.DWG
�° SHEET 11 OF 16
. oNTAtiTAti'
18.0' PARKING LANE 15.0' DRIVING LANE 15.0' DRIVING LANE 18.0' PARKING LANE = 1 W ING 1
mot
w 90'-O" w ?
::Is�ONAL
Z 45'-0" 45'-0" _ lzoo
0z-
�1 =
1 V-6" 2'-0' 31'-G" _ 3V-6" 2'-O" 11'-6" a ;
SIDEWALK SIDEWALK rA
PROh Il F '�
f INIS{EU
GRADE CONCRETE CURB
2.OR t GUTTER
F{7 3. 7G /// &
--= — o F
_ -- - - — -
3.09,
0
o z
4" THICK _ _ _ -- - -i-�„ - -� 3 �y 0
CONCRETE - 3" ASPHALTIC CONCRETE '' r, * A': "4" lHiCKCONCRETE
Z `q U=
SIDEWALK J CONCRETE
GEOTEXTILE SURFACE COURSE SIDEWALK m 0
4" CRUSHED GRAVEL EXISTING w v
SUBBASE LEVELING GROUND COURSESHEDIGR2A" MINUS)
4" CRUSHED GRAVEL a w
( / ) SUBBASE LEVELING a� W fit
COURSE 18" GRAVEL SUBBASE (6" MINUS) COURSE z>m A Z
OJN � (�N
67' WIDE ROAD SECTION — CABALLO AVENUE w� zm
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0 4' 8' 12' wo I O z
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IA N
N
18.0' PARKING LANE 17.0' DRIVING LANE 8.0' RAISED MEDIAN 17.0' DRIVING LANE 18.0' PARKING LANE w 00
w _ 102'-0 Z z p �^
51-0" - - - -- 51,-0"
w 19 0" a ED ID ID
O O
Ir cr CL 11-8" 2'-0" _ 37•-8" 3_7' 6" 2,-0 11•-6" a DRAWN BY EYYB
SIDEWALK _ SIDEWALK
DESIGNED BY: KEW
7 0" 2'- QUALITY CHECK'
CONCRETE CURB
�J
k GUTTER (SPILL) CONCRETE CURB 9" DATE: 15
3.0� 3.Ox J08 NO. BOS-0i6(0216(021)
3.0% = ',.py FIELDBOOK
2�OX 30% �— _ �__..__.__-y_ _ h GUTTER 3.09 2.OSi
4" THICK
CONCRETE J 4" THICK
J/
SIDEWALK J 3" M-4000 CONCRETE f PROFILE 3" ASPHALTIC CONCRETE FINISHED SURFACE COURSE CONCRETE
CEOTEXTILE GRADE SIDEWALK
4" CRUSHED GRAVEL EXISTING 6" CRUSHED GRAVEL BASE
SUBBASE LEVELING GROUND COURSE (1-1/2" MINUS) 4" CRUSHED GRAVEL Q
COURSE SUBBASE LEVELING N
18" GRAVEL SUBBASE (6" MINUS) COURSE W
cn
79' WIDE ROAD SECTION — EQUESTRIAN LANE _ cn
a Z
0 4' 8' 12'
RECORD DRAWINGS I I I S C A L E ° Z
APPROVED uj
NAME TITLE " DATE
M O
§ THOMAS,DEAN&HOSKINS,INC. D W
TD&looENGINEERING CONSULTANTS N Z
GREAT FM S-RWENNI- JSKU mowAm
VOKAW
pyq AS-BUILT NOTE: a
8 30'-0" SIDEWALK ALONG BAXTER LANE (AN (n
w rt z ARTERIAL) TO BE 6" THICK, 6' WIDE IN
z 16'-0" z WITH FIBER PER C.O.B. Q
Q °o L)ao / 0 8 0" 8-0_ 7-0' ao W a
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SHOULDER- } X
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EXISTING COURSE (1-1/2" MINUS)
Y GROUND
9
18" GRAVEL SUBBASE (6" MINUS)
5
a
TYPICAL ALLEY SECTION
Y
CAD NO.R516-021-012.DWG
n
SHEET 12 OF 16
a
INSTALL PARKING LOT APPROACH oON T A
SEE C.O.B. STD. DRAWING WAY STREET GALLOEE "�
NO. 02529- RECORD DRA INGS INSTALL PARKING LOT APPROACH TRAKKER TRAIL
SEE C.O.H. STD. DRAWING _ I
APPROVED N0. 02529- 2 Al ON151610PE
15' TRANSITION 15' TRANSITION �G (i 07
7 7 �'—�� 15' TRANSITION -o�
7. TBC NAME T E• DATE 9 .63 --'I 9:T254
_ TBC
THOMAS,DEA &HOSKINS,INC. - _EXIST. Zoo
TD&� ENCI 1,ENI GCONSULTANTS 92•� •- U RA
pIFN fN15-BOIEWN-IAUSP u0111uN m'v ZZ-
re'`�wi`E '"�" ' TBC TBC
7.93
57.67 1.1 13X UTILITY CONDUIT 93.24 9P:82- 3
12" HDPE & 6' HDPE 0. 4X 93.84 F
60 LF OF EACH 93.75
136.74 92.88 93:3_B- t/1
INSTALL DRAINAGE CHASE S.. 7 ',..., - f INSTALL DRAINAGE CHASE ' SR y W
SEE C.O.B. STD. DRAWING --- = - < ►a
N0. 02529-14 AND - SEE C.O.B. STD. DRAWING - 77?n �"' C
' NO. 02529-14 AND 93.1293.+z
SEE SECTION e 1 AX SEE SECTION ; W-to O W O
1 U O U V x
y ~W I
w J U a
19'-6" (Ty ) 19'-6' (TYP.) ; a a J
- STRIPING OD zwmm
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N 9' (TYP.) g'_ ) a1 i Q y F•I V N
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LANDSCAPED AREA LANDSCAPED AREA 1�1 go
I O 10 O W �p3
1 _O� c9tair�
10 N
' 94.67 4 95.15 9 w w w
0 10' 20' 30 \i o 0 0
I I 1 1 INSTALL CURB CHANNEL Q Q Q
S C A L E SEE DETAIL
m Z U
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w-In
0 10' 20' 30' t 95.56/ l �t m m m
LANDSCAPED AREA -LANDSCAPED AREA I I I I I � 95.2
S C A L E DRAWN BY: EWB
- -- DESIGNED BY: KEW
QUALITY CHECK:
1 'I", �GUTTER CURB AND
D
.6
SEE (TYP.) DATE: 10131105
f NO. 02528-1�' DRAWING FIELDBOOK
INSTALL CURB CHANNEL / CATCH
(TYP.) JOB No. B05-01610211
LO SEE DETAIL t SEE C.O.B. STD. DRAWING
13 NO. 02528-1
sq qFt
i SNOW STORAGE WITHIN - -
B9 41 4 'B9 0.0 STRIPED AREA STRIPED AREA
SNOW E WITHIN
C4
W
SR SR - VI
-- 7 7 97.39 _ _ _ - _ a
0.94% O
7
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SPILL CURB AND NOTES: 0 O 'J
i GUTTER (TYP) m
SEE C.O.B. STD. DRAWING 1, ALL CURB ELEVATIONS ARE TO FLOWLINE UNLESS D
o CATCH CURB AND GUTTER (TYP.) NO. 02528-1 OTHERWISE NOTED. (n Z Z
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} SEE C.O.B. STD. DRAWING _ 2. TBC=TOP BACK OF CURB; EXIST-EXISTING U) a Y
9 NO. 02528-1 " —�-
a ' 2" 2" N Q
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R=3" R=3'
EXPANSION JOINT IFCO STYLE S (SOLID COVER) R=q W
a j TRENCH GRATING WITH STYLE -3�4`-.r R=4' C
SNOW STORAGE WITHIN 1.01 SNOW STORAGE WITHIN B FRAME (OR APPROVED EQUAL)
STRIPED AREA '� �2.21'
STRIPED AREA o 12" W
o f"
' 7/1\FLOW LINE OF CHANNEL X
a p \4" BASE COURSE m
S, 0.5'— - -2' 0.5'
S l - -24
a 1. 1.54 _
- - - - - - - 1.02% DRAINAGE SECTION A CURB CHANNEL DETAIL
,.4 NO 13
Y ----ALLEY"Ci" CAD NO.R516-021-013.DWG
SHEET 1 3 OF 6
RECORD DRAWINGS WAKING __
Pis _
7 NAL
NAME TITLE DATE
¢ZO
THOMAS,DEAN&HOSKINS,INC. V zoo
TD& ENGINEERING CONSULTANTS 0-4
SG.-
_E -B02E - WwsN�xlCro�n Z }
lEWISfON IMHO O ww Vrrl
INSTALL DEAD END BARRICADE N z F
SEE C.O.B. STD. DRAWING W NO. 09810-2 w
/ INSTALL DEAD END BARRICADE z a
W ARI:OW SEE C.O.B. STD. DRAWING O
N0. 09810-2 0 z Q'1
O xcw
j SHADED CURB SHALL BE PAINTED j w
W/NAM STRT EETGNS YELLOW FROM THE GUTTER LINE TO Cf w V=
i
THE TOP BACK OF CURB (TYP.) I j V�
Z ow
INSTALL PEDESTRIAN CROSSWALK W/ ARROW I z U N
MARKING: SEE .0.8. STD. W
DRAWING N0. 02581-1 ~
(IYP. - 4 LOCATIONS) I I zuj STREET M A w a
INSTALL NEW win
m Z
CABALLO AVENUE NAME SIGNS STREET SIGN wo N V w
5LJ Z m
I Ul M(n ; W J
O 0 p O lai ZQW F2
_ _ , ___-_-_ __ _-_-_- -_-_-_ x yN
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Y N
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INSTALL PEDESTRIAN CROSSWALK I -� I ' I Q Q Q
MARKING; SEE C.O.B. STD. / W/ARROW
DRAWING NO. 02581-1
(TYP. - 4 LOCATIONS) W I I
I
ARROWtn
I11 Z I '
Q I II > >> H
IW
W U) I I I I I DRAWN BY: EWB
?
_ I I V I I I I I _1_
DESIGNED BY: KEW
} J I } W I I i I QUALfTY CHECK:
m _ O I DATE: 10/31/05
3 Q I W
J Q Z JOB NO. 005-016(021)
Q _ _ _ _ _ _ _ _ - .. Q JI I _______________ ID Q FIELOBOOK
J _____WL ARROW .- _______ 0 >- - I _ ___+_ J
W D1 I fr
-- -- -- ° a - - - I -----------------
-------------- --. Wj-ARROW _ J_________ - I I s 1 F-
j I I I Yj I I J
1
I IIr � 0 I m
INSTALL PEDESTRIAN CROSSWALK /MARKING; SEE C.O.B. STD.DRAWING N0. 02581-2
II NQ
cn
I I
z
W/ ARROW a
z Z
�— VAQUERO PARKWAY 2 U)
to z
/ INSTALL PEDESTRIAN CROSSWALK Z
MARKING; SEE C.O.B. STD.
DRAWING NO. 02581-1 INSTALL PEDESTRIAN CROSSWALK
(TYP.-4 LOCATIONS) NSTALL PEDESTRIAN CROSSWALK O N W
MARKING; SEE C.O.B.C.0.8. STD.
MARKING; SEE C.O.B. STD.
,AprDRAWING N0. 02581-1
(TYP. - 3 LOCATIONS) DRAWING NO. 02581-1 Q m 0
SHADED CURB SHALL BE PAINTED Q Q
0 50' 100' 150' YELLOW FROM THE GUTTER LINE TO w Z
4 I I I I RELOCATE DEAD END THE TOP BACK OF CURB (TYP.) U/
$ S C A L E BARRICADE SIGNS W/ ARROW
TO EAST END OF EQUESTRIAN w (n
W
z F-
X
o m
U
D
s
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8
CAD N0.R516-021-014.OWG
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SHEET 14 OF 16
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SHEET 16 OF 6