HomeMy WebLinkAboutCattail Lake Subdivision Phase 1 & 2 O TAB,
CATTAIL LAKE SUBDIVISION NTH l#
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PHASES 1 AND 2 ¢_<
LEGEND RECORD DRAWINGS Qo=
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NEW EXISTING DESCRIPTION APPROVED G $mo
El ,V RISER CITY OF BOZEMAN, MONTANA `- �AM
QI CFNTERLINF MONUMFNI NAMF TITLE DATE
TD& 70KIIS, DEAN 8-, HOMNS, INC.
• m cLLANouI SEPTEMBER, 2006 IId(iIIdPFltING CONSMTANTS �+
CONCRETE P GREAT FILLS—ROZEMgM'lTl tSPELL MONT"
.3415-- CONTOUR SVOIc>NE WpSNiNCTON 6
LEW1Si0N I ON
Q
I CONTROL POINT w
• A CURB BOX
- CURB& GUTTER f
CULVERT J
E C DITCH N
V
————- EDGE OF ASPHALT z
m EDGE OF GRAVEL w
c ELECTRICAL BOX >a W m
Y 17 FIRE HYDRANT
SCHEDULE OF DRAWINGS ww
0 INLET - 0 wiz
SHEET NO. SHEET NAME � N
T INLET& INLET APRON r''++
1 COVER SHEET � 8.�+
� f7f/1J
A LIGHT POLE 2 NOTES, OVERALL UTILITY PLAN N m
1 MAILBOX 9 CA AIL 3 SITE GRADING PLAN / SURVEY CONTROL w
• O MANHOLE B VIS w
SU ION / 4 SANITARY SEWER - BLACKBIRD DRIVE, SOUTH ALLEY
!/ ~ ~
• PROPERTY PIN O 6
5 TC. 54.60 ITA SANRY SEWER - WARBLER WAY
5 60 yn� SPOT ELEVATIONS 6 SANITARY SEWER - TROUT MEADOWS ROAD, FEN WAY p
54� M TELEPHONE RISER i 1 7 SANITARY SEWER - LAKESIDE DRIVEIIIIIIIIIIIIIIIIIIIIIIIII
0 TEMPORARY BENCHMARK 8 SANITARY SEWER - WEST ALLEY y y
TEST PIT 9 SANITARY SEWER - WEST PARKING CORRIDOR co Ill
■ n TRAFFIC SIGN 10 SANITARY SEWER FORCE MAIN - BLACKBIRD DR, TROUT MEADOWS RD DRAWN BY: JLN
———CTV�-—— UNDERGROUND CABLE TV ® C1 11 WATER - FEN WAY, DAVIS LANE DESIGNED BY: JLN
QUALITY CHECK: DJC
———E ——— UNDERGROUND ELECTRIC 12 WATER - BLACKBIRD DR, SOUTH ALLEY DATE: 9.15.06
13 WATER - WARBLER WAY JOB No. Boy-057
GAS =Nq FIELDBOOK
S S SANITARY SEWER 14 WATER - LAKESIDE DRNE
—SD SD STORM DRAIN -� t17E
WATER - TROUT MEADOWS, NORTHEAST WATER LOOP
T ——— UNDERGROUND TELEPHONE
WATER - WEST ALLEY
VALVE
W W WATERLINE VICINITY MAP WATER - WEST PARKING, SOUTHWEST PARKING
►� ea
18 STORMDRAIN - TROUT MEADOWS RD
19 STORMDRAIN - NORTHEAST PARKING CORRIDOR, EAST POND
20 STORMDRAIN - DETENTION PONDS
21 IRRIGATION DITCH - DAVIS LANE
22 IRRIGATION DITCH, DAVIS LANE - CULVERTS, TROUT MEADOWS RD
23 STREET - FEN WAY Z
t27SITREET
- BLACKBIRD DR, SOUTH ALLEY 0
SECTION OR DETAIL - WARBLER WAY `cl
DESIGNATION SYMBOL - LAKESIDE DR /- TROUT MEADOWS RD WSHEET NUMBER WHERESECTION OR DETAIL _ REAT FALLS - TROUT MEADOWS RD, SEWER LIFT STATION SITE D � W
� aIS SHOWN - DAVIS LANE (n
HELENA - DAVIS LANE, WEST ALLEY W rL
ABBREVIATIONS ' f 31 STREET - NORTHEAST ALLEY Q N ;
BUTTE 32 INTERSECTIONS DETAILS J 0
ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER O E AN co
• AT MH MANHOLE BILLIN 33 INTERSECTIONS DETAILS J ()
B.F. BUTTERFLY VALVE MIN. MINIMUM 34 STREET AND ALLEY SECTIONS
COB CITY OF BOZEMAN NIC NOT IN CONTRACT
CONC. CONCRETE N0. NUMBER 35 WETLAND BENCH CONSTRUCTION
CONST. CONSTRUCTION PVC POLYVINYLCHLORIDE 36 SIGN AND STRIPING PLAN V
CT. COURT RCP REINFORCED CONCRETE PIPE.I. DUCTILE IRON PIPE STA. STATION 37 PEDESTRIAN RAMPS
0 DIAMETER SIM. SIMILAR PROJECT LOCATION 38 DETAILS
D
DR. DRIVE STD. STANDARD
DWG. DRAWING ST. STREET
o ELEV. ELEVATION TYP TYPICAL LOCATION MAP
p EXIST. EXISTING W/ WITH
F.E.T.S. FLARED END TERMINUS SECTION YPC YELLOW PLASTIC CAP DENOTES SHEETS THAT ARE
L.F. LINEAR FEET NOT IN CONTRACT.
. c
o°
CAD NO. 557-01_DWG
SHEET OF 38
I I r N H
I I GENERAL NOTES:
1
A
1 ' - 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE C JrV�`d
I RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
1 I BEGINNING EXCAVATION.
RECORD DRAWINGS ���
a=o
1 - I 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE U ¢�a
I ASP-P/7ROVED CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY. "o
1 I 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION
I III NAME ITITIF DATE TO ENSURE CROSSING CLEARANCE.THE CONTRACTOR SHALL NOTIFY THE BOZEMAN PUBLIC 3
WORKS DEPARTMENT PRIOR TO EXCAVATION. TIC VJ
' THOMAS,DEAN&HOSKINS,INC. Z
I � ENGIN EF.RING CON3ULT 4. EXISTING FITTINGS ARE SHOWN BASED ON DATA FURNISHED THE OWNER. THE CONTRACTOR
TT Q
11JJ 'ANTS SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO
GRUi FALLS-BOZFIANI-%M SPELL
0 100' 200' 300'
Ism lygq,� ORDERING NEW FITTINGS. NTy 1E.,�i
_ I 5.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL O I^)
S C A L F WATER LINE FITTINGS, VALVES & FIRE HYDRANTS,AS DESCRIBED IN THE SPECIFICATIONS.
I I
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. O wJ
I I 7.ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO V s
ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. Z y w
1 I B. ALL STREET& TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & Q Z a
WATER MAIN PUN ` RESET BY CONTRACTOR.
SEE SHEET 11 9. ALL STORM DRAIN MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS. SEWER MANHOLE A W Y
SIZES ARE NOTED ON PUNS. Zm Z47
p 1 I,..h1 w
10. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF In In V N
SEWER/STORM DRAINS AND WATER LINES. IQ Q 40
W D:
11. MAINTAIN If
A MINIMUM OF 18"VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM U G U W
1 Tn
O m❑ O LLw�
1 ' \ DRAINS & WATER LINE CROSSINGS. zo T \ ``� STORM DRMN PLAN 12. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SUBS, ETC.) THAT INTERFERE I� m\ SEE SHEET 19 rrry...11y 0�
WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. O L �pW
j I DETENTION PONDS \ �'/ \ 13. SEE SPECIFICATIONS FOR CITY OF BOZEMAN AND MONTANA PUBLIC WORKS STANDARD �NJ
I 1 SEE SHEET 19 ` o � CONSTRUCTION DRAWINGS. STANDARDS ARE BASED ON 31' WIDE STREET. MODIFY STANDARD O m
DRAWINGS ACCORDINGLY TO FIT THE DIFFERENT WIDTHS OF STREETS ON THIS PROJECT. SEE N
PUN SHEETS FOR WIDTH CHANGES.
I �r 14 ALL CONSTRUCTION WILL CONFORM TO MPWW$S LATEST EDITION) AND COB MODIFICATIONS Q Q
FH BEING REPLACE I I I I SEES SHEET 20 TO MPWSS (INCLUDING LATEST ADOPTED ADDENDUMS). O O
FALL 200 i 1 - � \ i\ SEE SHEET 15 ' 15. ANY EXISTING OR NEW VALVE WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED
! \` BY COB PERSONNEL ONLY. �V
SANffARY.S � \ _ � 16. THE CONTRACTOR SHALL NOTIFY THE COB WATER DEPARTMENT A MINIMUM Of 24-HOURS �
SEE SHEET 07 \ �I PRIOR TO BEGINNING ANY WORK.
J \ m m 1• I j" 7. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS PRIOR TO
ORDERING MATERIALS.
IRRIGATION PIPE DRAWN BY: JLN
1 - � � 1
SEE SHEET 21, 22 I I / \\'. �..�. \ \ I DESIGNED BY: JLN
QUALJC
DATE:ITY CHECK: 81D 06\ SANITARY SEWER NOTES
..' j•\�`� JOB NO. B05-057
FIELD 00K
1. ALL SEWER MAINLINE IS TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDS. 4" &
6" SERVICES SHALL BE SCHEDULE 40 PVC.
CULVERTS'XI wnTFRnnIRSF 1 SE SHEET 22 2 EACH SEWER SERVICE CONNECTS TO THE MAIN WITH A SEPARATE WYE. NO TEES OR
� E DOUBLE WYES ARE ALLOWED.
LT
f 71rR PLAN FH ARROW BO WEILANII S WrB 1 +�
SHEET 17 EL= 4633.65 'Fa MORPISON 1
Mnitm.l , \ WAS PLAN 3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED WITH SIZE IN PARETHESIS.
SEE SHEET 15
4. SERVICE CONNECTIONS TO EXISTING MAINS SHALL B P
WATER PLAN� E COMPLETED USING
SEE SHEET 14 \ \ '`� INSERTA—TEES. MAXIMUM SPACING SHALL BE 2'0" CENTER TO CENTER.
PIMA% f STORM DRAIN PLAN
SEE SHEET 18 �-
IT WATER NOTES z
I FH Row BOLT � : _SANRARY SEIYER.-- �'�` -- �', Q
EL 4638.01 / SEE SHEET 8 Z__ -- -- J
`h 1. ALL WATER LINES TO MAINTAIN A MINIMUM OF 5.5' OF COVER FROM FINISHED GRADE O
TO TOP OF PIPE. N d
C- - - - -I I FH ARROW BOLT I' � WATER PLAN - - F _ - SEE SHEET 5 2. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, DRAIN >
I El= 4636-17 - i SEE SHEET 1B ( I SMUT 11 GRAVEL AND CONCRETE THRUST BLOCK (SEE MPWSS CONST. STD. NO. 02660-4). J
SEE SHEII,6 _ Q
' SANITARY I'I'lIL1h 4 FH ARROW BOLT 3. ALL WATER SERVICES TO BE " COPPER UNLESS OTHERWISE NOTED WITH SIZE IN m f-
--- ; SEE SHEET.-9. I EL- 4636.73 'BLOC `) `N PARENTHESIS. 3'4
1 1 I II +�_i SANRARY SEWER If J
I 1 _ SEE SHEET 4 . I
-- --- - - -- ------' I G.O. 1'cM �s �M\. W Z J
=__ WATER PLAN ' �`'�WATER PLAN Q Q
FH ARROW LT I SEE SHEET 12I i 111 _ - SEE SHEET 13 J w ;
ELF 4642.3 a Elf?�4641.ROW 86�r
--Y - atio -5 -- I — O O
- - -_-----_- FORCE MAIN
I n `-I
1 - I SEE SHEET 17 I _ fll
IRRIGATION PLAN > RARY SE1R Lu
WATER PLAN-�
I I SEE SHEET 21&22 I SEE SHEEP 4 SEE SHELT12 V 0
�-----_ —--____ _—__—___________—__.____ Z
AMOUNT
OVERALL UTILITY PLAN
CAD NO. 557-02.DWG
SHEET 2 OF 38
I
c. r 9)• 91• � � 91• 91• � 91• 9� 91• � 9l� � 91• � 9I• 91• 91• 9� � 91� 9� � � 91• 9!• 9l� � �O N T q iY °;
`DAVISPOND
\ ' OVAL
<zo
11
0.4
NolmCm 0 80' 160• 240• (1) E
\ \ S C A L E Z Z
I � EAST
1c�
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REL'UCn7E Fx,lb"fING SOIL PILE __ _ A 1 � �� U w
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RECORD DRAWINGS
I
PLACED FlLL MATERIAL TO - ----' - APPROVED crU U W
CREATE WETLANDS AND �,
—— —_- .�`d.�.,�+—{1tr .+.a T.n�.pcc'Ee� $•Sa-OFr 0 O O p
STABILIZE EXISTING BANK _ Tf
NAME ITLE DATE iF
r--- x
AI I n w -6XT THOMAS,DEAN&HOSKINS,INC. v F" '06
TD& ENGINEERING CONSULTANTS ^m
GIWATT -BOiE4W-IUUSPEII
LEwwoN IAwo
ui
Q
WEST POND
D 111e, , O
LOT, �I > >
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3JILIN
DESI NED BY: J N
QUALITY CHECK: DJC
L_ ! DATE 9.1.06
J.BL�0.OOK BOS-057
PE
BLOCK `1,, 4 \ a 1
WETLAND SETH!{C✓' 1
.PARK BFF MUAf1"Jo. • �1
Y I Z I i
+ I
1
PHASE 2 — +, �— I 1 J
113LOCK 6
Z Z
' CONTROL POINTS 0 �
REG .LOTS_ 1 CP NORTHING EASTING ELEVATION DESCRIPTION }
` --
4636.2 o1AT�ED - ' 501 12545.69 4871.57 4647.37 $" RB W/ RPC Z W
_ - FOR F ODPLAI '
PROTECTION 530 12592.91 5751.56 4640.45(NOT,COMPLETE
CP 0 Q �y
li
AS OF 1/2008 1 531 12599.42 6256.18 4640.84 RPC = Z
1
1 - $LACK 4 �r \/ '�4 RECRADE LOT TO 3 �II W
3 --1 ' 1636.20 AT EDGE Z Q
z -------�-_� I _ FOR FLOODPLAIN 1 I di 1 Q
w \ _ LOT 1 L st — PROTECTI*
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- A - - - - - - Y oTI1', f 1 '; i ; , JN
PHASE 1
B t; loll,
_ - � / I I,1 Q�♦ �'i^
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-- _�-' 3 4 S-- p�- -6 __7 B A
�. .. -- _ _ft5l.' -RSL R51, RSCZ'AIL-
- - 1
---------------" CATAMOUNT ST I
m}�
F-7 F— T
I _ _ _ _ _ _ _ CAD O. 557-03.DWG
SH ET $ OF $$
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N N
Z RECORD DRAWINGSJr
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APPROVED ONAL
0 50' 100' 150' I 5 3 D-O
I I I I I � I I �-r-+�-titr� �flsPec�nr k
NAME ITLE DATE II, ( 1 �a
SCALE \/ ZZo
THOMAS,DEAN&HOSKINS,INC. 0-0
TD&I� ENGINEERING CONSULTANTS ;
+ I I / E415-B020AAN-ILLLl5PD1 WASNWQiON V1
II I& LEW/S�ON IUM10 z F
II 3 4" INSULATION 0 50' 100' 150'
c 11 r 0 (32 LF) I I I I I I Fo
F _ { ul SEE DETAIL 2 S C A L E
m 0 u 38 `�
y u 4625.58' 4620.20' 0 MH #11 xj z I
jp - +35 +72 �c MH12 USE WATERTIGHT Q
USE WATERTIGHT MANHOL D
-- H #13 MnLE LID 4832.97' MH #10
c� S+bO +381(8"� 1+54 a z J
0. 4534.06. 1 a
—Sv- - T f — 6'0 WET WELL I II SOUTH ALLEY I I V) W a
FN f N V I V I J
A w"
I i -I ;w +00 N8 5" 9.37' 1 n o
+53 (6') 1 1 1 1 1 1 I I 1 I I I I I I I I
MH 410 4630.D4' MH #9 c ¢ +90 +40 +90 +40 +90 +70 +20 +70 +20 +94
3 4634.25' 4634.04' 4633.83' 4633.62' 4833.41 4632.87 4632.66 4632.45 4632.24 4631.9.3 I L) o W
z w w O LL z zo
I LL 1 2 3 4 5 d 6 7 8 9 10 I v o x �0
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SOUTH NSTALLI-4" SERVICE LEFT H F
INSTALL i - 8" SERVICE LEFT o QO
INSTALL 10 - 4" SERVICES RIGHT
BLACKBIRD DRIVE INSTALL 43.5 LF OF B" PVC o w
INSTALL 2 - 4' SERVICES LEFT INSTALL 253.5 LF OF SCH 40 4' PVC
INSTALL 1 - 6" SERVICES RIGHT
INSTALL 46.0 LF OF 6" SCH 40 PVC in m m
INSTALL 87.0 LF OF 4' SCH 40 PVC
DRAWN BY: JLN
DESIGNED BY: JLN
QUALITY CHECK: DJC
DATE: 9.1.06
TYPE 2 EXCAVATION / TYPE A BACKFILLL JOB NO. B05-057
FIELDBOOK
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IPROPOSED GROUND _-_-- -- - ---- ---- -- ;PVC
-- - -- --- ZWO
PROP ED GROUN �4630 -- - - EXI LNG GROUN = co
T80 LF. 0.4 Xcnm } W
5 2B0 LF 0 8" R 3 Q
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9 50
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SDR 35 n n n n n rO1i r°ii - n m w rmi °n° mn J
co �o m m m m ro �o io <o m 50 coa < a a a a a e e a a a a
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a a a < v a a a a
2+00 3+00 4+00 5+00 6+00
BLACKBIRD DRIVE SOUTH ALLEY
CAD NO, 557-04.DWG
SHEET 4 OF 38
WET ALL
SEE SHOT 4
BLACKBI DRIVE m 1 , z0m
INSTALL 67 L.F. OF 1 ; V" iuo
7 8" PVC SDR 35 \ SEWER ' _ ;� 3� 1 of
® 0.42% MH �16
STATIO ING _---
_ (SEPER _ SET) 1 1 - _- `�Ly W)
1
0 50' 100' 150'
3 u 2" I S ION S C A L E ra
MH 13 0 50' 100' 150' 1 LF MH �5 V�J
D AIL p\ \+87 W z W
*12 +q? i S C A L E kXVD j-I I _ u_
- t` - 1 - 1 T y
MH #14 111 I` I / MH #17 T I
MH #15 1 — �— �_ _ — i — W I•ya
Ri N
SEE SHEET 4 � 3?' I 'I / 1 _ FEN_W_A_Y- _ - --_ r wY
C� I END SEWER (PHASE 1) I 12+72 CONNECT TO T - -- - - -- zm A ��
8" CJW I EXISTING SEWER T I �N �j N
Q �
TROUT MEADOWS CONNECT TO EXISTING 1 w� W m
INSTALL 1 - 8-X4" WYES RIGHT 1 (PHASE 3) I rn(nFEN N m
L w C)INSTALL 34 LF OF 4" SCH 40 PVC I 1 1 - 8"X4' WYES LEFT x
IN Y �wzo
rn
1 ■ ■ ■ 1 INSTALL 43.5 LF OF 4" SCH 40 PVC O [. Wr
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1 1 RECORD DRAWINGS W W
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APPROVED 0 b 0
- Sp'c of 5-30-08 0
NAME TITLE DATE Q TYP 2 EXCAVATION / TYPE A BACKFILLL I THOMAS,DEAN&HOSKINS,INC. ^
i D& ENGINEERING CONSULTANTSCE m m
CE 3 I F- W 3 ; I GNGT FALLS-BOZEWW-NAlSPElI YONiANA
W �� �`� W SPOKANE WASWNGION
W z in n I in N n r� in 3 1 0urlsTON 1 ° DRAWN BY: JLN
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v... ���� m�� '� n N � �� DESIGNED BV: JLN
+n O pdTYPE 2 EXCAVATION / TYPE A BACKFILLLOUALITv CHECK: DJC
4640- - ----o +--- — —� - - am - - -F ao�N< DATE: 9.5.06
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9 3 L f' jj1% F PVC SDR 35 O Z
8 PVC SDR 35 1 (/� W
4620 1.4 L.F. 0.42X LL.I 8" PVC SDR 35 -- -
1.22� 1
100 - 8 SDR 35 Q Q W
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50 M N O 40 n n O
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d d d a d d d d d d < d 1 2+00 3+00 4+00
11+00 12+00 3+00 14+00 15+00 16+00 1
1 1 FEN WAY
TROY MEADOWS ROAD
- - - - - - - - - - - - - - - - - - - - - - - - - - - 1
CAD NO 557-06.DWG
SHEET 6 OF 38
I �
RECORD DRAWINGS ; SIN HAS
APPROVED
NAME TITLE DATE
J O,YA 1.
TDBC THOMAS,DEAN&HOSKINS,INC.
ENGINEERING CONSULTANTS
I:pFAT cols-802EMNt-NAl15PELL WASMNGfON �(- rrr z0Q
CN�60o 1-0 9�`,}_ UZ 0s
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SEE SHEET 4 �O..II n•7
— 446.65,
TROUT MEADOWS KUAD �p - --_ — — jr�a- � � g+34, s ,// \ F� z w
;
4622.78' � �',' \ Om
2 fE0 4623.53' \ \\ \\\\ 9f' �yMH/f1 8 0cl)0 u u w
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MH Ill--,Ill--, S
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6
v A
WEST ALLEY r �\ ,•''�,. +38 MH �J6 +39
INSTALL 4823.26' 482
14 - 8"X4" SERVICES LEFT \ '"`� ' �� 267 \
INSTALL 1 - 8"X4" SERVICE RIGHT \` `
INSTALL 1 - 0 X8" SERVICE RIGHT SEE SHEET 9- Dom CD
INSTALL 533.5 LF OF 4" SCH 40 PVC DRAWN BY. JLN
INSTALL 34 LF OF 8" SCH 40 PVC
DESIGNED BY: JL
QUALITY CHECK: OJC
DATES 9.8-06
JOB NO. B05-057
FIELOBOOK
TYPE 2 EXCAVATION /TYPE A BACKFILLL
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N N N OI O lA m N 50 m rn OI N O lT n O N N r7
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
WEST ALLEY
CAD NO. 557-08.DWG
SHEET 8 OF 38
RECORD DRAWINGS
is
APPROVED
NAKIE 'irl[I DATEO� ?, QVAlzo
L C'�`•`•
_ _ _ _ _ THOMAS,DEAN&HOSKINS,INC. (,j a8<
- 0 50' 100' 150' F.NCINF.ERING CONSULTANTSoz�
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a S C A L E Ew st0 xw o 3
% Go • �10 I y�y.�.� Z
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I I w 44W11 w a O wz
Dom - o
DAVIS LANE --
� otn�
aal LidW 1�1
-- --nl Hr� .,.
WEST PARKING CORRIDOR
INSTALL 1 - 4" SERVICE LEFT (�
INSTALL 4 - 4" SERVICES RIGHT m m
INSTALL 176.5 LF OF 4" SCH 40 PVC
DRAWN BY: JLN
DESIGNED BY: JLN
QUALITY CHECK: DJC
DATE; 9.6.06
TYPE 2 EXCAVATION / TYPE A BACKFILLL v JOB NO. B05-057
m FIEL OK
f�
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WEST PARKING CORRIDOR
CAD NO. 557-09.DWG
SHEET 9 OF 38
-- z RECORD DRAWINGS
APPROVED,1
0 50, 100' 150' lirr C_ B-ZS-og sf AL
I I I I NAME TITLE DATE 08 ,
a zo
SCALE TD& N
THOMAS,DEAN&HOSKINS,INC. Z zzo
_ EGINEERING CONSULTANTS L•I my
- tEoI E -BDZEWN-wW5vEi1
3
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; LIFT STATION TO �'f
FM MH Q1 b0 BE CONSTRUCTED ^Ify E„I
STA: 1+50 LATER AS SEPARATE (�a
CONTRACT
RIM: :4634 STA 11+78, 33.5' LT 0 z
' I INV IN: : 4634. (� to INSTALL 6" CAP M+I w
INV OUT: 4634.24 ( )
c INV: 4625.23
STA 11+15, 11' RT
.gyp INSTALL 6" 90' BEND `SI
-f
'�— - - f- -��— - - —� ��— - INSTALL46' 90' BEND w
F TROUT MEADOWS RD S N
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5.INSTALL I6"RT STA 2+56, SO
11+78, 11' RT oN (�w
11.0' RT w E >) INSTALL 6" 90' BEND QI Zm
11-f 4' INSTALL 6"
B,NO (to r)0 W N
C BEND ❑ (jn l C) Ow 0 4
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x Mcl
m ` ONE
U O
5
m
w w
0 0
mmm
TYPE 2 EXCAVATION / TYPE A BACKFILLL TYPE 2 EXCAVATION / TYPE A BACKFILLL DRAWN BY: JLN
DESIGNED BY: JLN
QUALITY CHECK: DJC
in DATE: 9.6.06
�v
JOB NO. B05-057
e N 4640 FIELDBOOK
va
n
a'.
�N�aa
a r
x�*zo
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\ 4630 _ SEWER rORCE MAIN Q
107 L.F OF 6" C90 C
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0 PIPE FLAT --- ---
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4630 - = Z LL O
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2+00 3+00 4+00 5+00 f n 11
n n n n n
a a e a a e
BLACKBIRD DRIVE 10+DD 11+00 12+00
TROUT MEADOWS RD
CAD N0. 557-10.DWG
SHEET 1 Q OF 38
°0N T,,n,•,
1
RECORD DRAWINGS - �=
APPROVED
8-_28-OT �DA'AL
NAME 1TIC DATE
0 50' 100' 150' V azo
nI
Z THOAS,DEAN&HOSxINS,INC. I ZZ
� -
ENGINEERING CONSULTANTS S C A L E 1Zr N TD&
a
0 50' 100' 150, 3
STA 1+50, 5.5' LT 1 1 1 1 1 1 1 I
REMOVE EXISTING SOUTHWEST PARKING
BLOWOFF & CAP SEE SHEET 17 S C A L E
CONNECT TO EXISTING cn a
W/ 12- GATE VALVE
I STA 2+74, 5.5' LEFT 10+20.2, 3.3' LT 0 r7
rA
+97 !1.5") I 12"X12"TEE O6�S. 45+e p S-� R+ h+w O
._ O 04 U x
- - --- -- -- --------------------
FEN WAY ----------------- -- - ------ Za
-___..........)RR IPR IRR [RR IRR IRR..............._-_...._.__........._....-............... W
innnW _ ..........._..._....._._......._.................._.. W
WEST ALLEY —--— -- y - - - zm Z
SEE SHEET 16 A � 01 C/Z
STA 6+94, 5.5' p\ a y m
SOUTH ALLEY / / B'XB'TE A 10+59,5:s'ftF-3.8' LT w WO 0 awz
SEE SHEET 12 / III I 8 6'TEE wzo
E / / STA 6+99. 5.5' LT \ \\' 3026-L.F. OF 6" PIPE STA 15+99,5:.r 8.0,KLT 1�1
W ;soot
~ / / 8'VALVE STA +00. 5.5' LT 8.5' HYDRANT 8" CAP E* �R
/ 8'X6" TEE& 8" CAP BURY ELEV: 4629.00 W/ BLOWOFFWEST ALLEY yyy
/SEE SHE L 10. "LF. OF 6" PIPE 0
UJ 1V - / / \ 7 HYDRANT rc
ELEV:4630.48 ~ W W W
W Y dJ�� ED co co
FEN
DRAWN BY: JLN
INSTALL 1 - 1 SERVICE LEFT
DESIGNED BY: JLN
QUALRY CHECK: DJC
DATE: 9.6.06
JOB NO. B05-057
FIELDBOOK
TYPE 2 EXCAVATION / TYPE A BACKFILLL TYPE 2 EXCAVATION / TYPE A BACKFlLLL
TYFE 2 EXCAVAION / TYPE A BACKFILLL
i
4640 -- -- `\ - -- - 4630
---_ PROPOSED ROUND -------_ ___
E ISTING GROUNDLu
- -
\ -
-___-_ -- Z
4630 - --------- - �--- -- 0 Q J
4620
Z
-- -- - - -- u=) 0 w Q
wZ a o
o ---- - W Y
Y A 15+68-T 15+84, m j Q m 3
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z m m INSULATIO m J N
<� _
<� I EE DETAIL 2 ; Q
4620 ; - - - - 4610-- - -- - - -- Q m Z
S SC lIJ
STA 1+ TO 2+74, Cq q LL
INSTALL 24 L.F. 5 ( STA 6+ TO 8+00. 5 C STA 10 11 TO 15+ 9, INSTALL 88 L.F. 12 CLASS 51 DUCTILE IRON
12" CLA S 51 DUCTI E IRON a INSTALL 06 LF. B" LASS 51 D CTILE IRON
V
50 50
N
2+00 3+00 4+00 5+00 6+00 7+00 8+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
FEN WAY DAVIS LANE
CAD NO. 557-11.DWG
SHEET 11 OF 38
Z RECORD DRAWINGS N r
APPROVED-1�
0 50' 100' 150' _�cx _
1 1 I I I I I NAME ITl I DATE QZO
3 m 3 Qoo
S C A L E
THOMAS,DEAN&HOSKINS,INC. N o o Z ZZo
TD& ENGINEERING CONSULTANTS w F-
�_
GREAT EAUS-607EM -K ISKa MprtNN 8 8 N
LEW ON
to Wa In
STA 2+79, 5.5' LT ¢ Li. z
8'VALVE 4" FIRE SERVICE a <~ 0 50' 100' 1 50' v1
STA 1+50, 5.5' LT I " I I I I I I I I
REMOVE EXISTING STA 4+11, 5.5' LT STA 1+54, 11.0' LT x o o
x z
+06, 5.5' LT 8"X8"TEE 8"X4" TEE S C A L E
BLOWOFF & CAP c 'o m
CONNECT TO EXISTING 8"VALVE 32.5 L.F. 4" PIPE n
rlr w
a W/ 6"VALVE - +25 (1.5) I I +82 (1.5") O ® 0.09 W/ 4" CAP +n n r C)J
z I I I I II - {I w
STA 1+57, 1 1.0' LT I I I � 0�' („)?
-- �p TA 5+57, 5.5' LT 8"X4- TEE +44 1.5" J
r 'f' A 0+00, 5.5' LT +57 (4'� 325 L.F. 4" PIPE ( I)I +34, 11' LT
f - f � - - �— V - 0' BEND 1 "XS" REDUCER 1 II ® D.09. W/ 4" CAP I I II STA 6+2 8"1VALVE
BLACKBIRD DRI E I I I I I O
—._ -_ V V V 4 - - V rnN A w z
SEEtV l IiT�-+�-1' zw t<
L II 8"XB` TEE STA 4+16, 5.5' LTJ I N89" 15 9.3�'
+41 4" SEE SHEET 17 -1 _ +90 �1 �-- Fnp V"'
8`X4" TES O STA 2+41, 5.5' LT B" VALVE SOUTHWEST PARKING I I I I l i 1 1 1 i 1 I I 1 j� Z.m
4 Lf. 4` PIP ° £ I 67 +30 +80 +30 + +60 +10 +72 wx ¢8"X4" TEE 0+05. 5.5' LT 77FFCA < VALVE �ST+75
A 2+47, 11.0' L B l��C J I o [r U U m
43.5 L.F. 4" PIPE O
/ STA 5+14, 5.5' LT
® 0.0% W/ 4" CAP 8"X6' TEE > 8"X6" TEE qa W w a z
10.5 L.F. OF 6" PIPE SEE SHEET 15 i 6.5 LF. OF &'1 PIP 0 0 "zo
TROUT MEADOWS RD E"I
x CTl
7.5' HYDRAM 1 2 ;3 4 9"" 'DRA Ei 7 f3 9 l0 a o �a3
BURY ELEV: 4634.76 BURY ELEV:
-17
N7
SEE SHEET 11 SEE SHEET 12�
FEN WAY SOUTH ALLEY BLACKBIRD DR .-
-
INSTALL 10 - SERVICES RIGHT
O O
INSTALL 1 - 1 �' SERVICE LEFT !'
BLACKBIRD DRIVE INSTALL 1 - 4" SERVICE LEFT �►rXV
INSTALL 2 - 1 I" SERVICES LEFT
INSTALL 1 - 4" SERVICE RIGHT
o}D m
DRAWN BY: JLN
DESIGNED BY: JLN
QUALITY CHECK: DJC
DATE: 9.6.06
JOB NO, B05-057
FIELDBOOK
TYPE 2 EXCAVATION /TYPE A BACKFILLL
4640 STA-1f50= f• W
INSTALL 48 ,�- EXISTING ROUND
2' INSULAT ON - --- -_- - -- r TYPE 2 EXCAVATION / TYPE A 13ACKFILLL _I Z J
PROPOSED GROUND Q Z)
4640 _--- - m H 0
4630 — PROP SED GROUN -VEXI NG GROUN 2 H w
W Q
w J N 0
+ +W O Ix
o n m 4630 - - Q m m
4620 �u3 - m - �m_ Inm Sc
q STA 0+00 TO 6 34, o o V
S + + 5 ( n IN 634 LF. +�i n1=i m o m
5 STA 1+50 TO 5 57,o c m > F 8" LASS 51 D TILE IRON � > U Q
q a" I < < r a a
F INSIALL 407 LF B" CLASS 1 DUCTILE If tON
50 co
n co m ,n o v1 �o m m m m n
50 ao m ao
m o o rn N N
T6
a -1Oe o a To a a + a
0+00 1+00 2+00 3+00 4+00 5+00 6+00
2+00 3+00 4+00 5+00 6+00
BLACKBIRD DRIVE SOUTH ALLEY
CAD NO. 557-12.DWG
SHEET 12 OF 38
i
RECORD DRAWINGS
N APPROVED 1 1 =
NAME
-- — —
NmimCm
1 s o�AL
TD&� THOMAS,DEAN&HOSKINS,INC. 1 1 azo
ENGINEERING CONSUI.TAN7'S
GREAT FALLS-801[MW-KA.TSPETl MOM 1 I // Fa-UO
POKANN WASH I 1 / I �l O_-
I , I _ ze l r r I a� 'n
TA 4 27, 5.5' L
8" VALV STA 14+31, 5.5' LT 4Q a
1 F'
STA 10+99, 5.5' LT 1 � -
90' BEND 8"X6'TEE 0 50' 100' 150'
, 10.5 LF. OF 6" PIPE 3/1/
STA 13+61 6.0' 7.5' HYDRANT I I I III���III F
V,qL 4636.27 L� STA 1+26, 5.0' LT S C A L E I O
8"X6" TEE
5.0 L.F. OF 6" PIPE Z
�`- ! 0.5 v � HYDRANT
ELEY• 4628.99 STA
45' BEND I W
� I � U=
W \\ '�! Z-
1�wsR r 1 a
TROUT 1 1 +83
STA 14+79, 9.2 LT +57
T A 12+09, 5. LT 1 - STA 13+91 T 22.5' BEND zm Z<
225' BEND 1` 8 C E 1 /` STA 16+07, 5.5' IT \ \ STA 5+87 01 '""I w
+ 3 STA 15+82. 5.5' LT /I 8"XB" TEE 8" VALVE N4 �I o
Y 00 8" GATE VALVE STA 1+05 \ 1 4.0
+79 STA 1+ \ 8'VALVE \ 1 U w j
STA 12+7.? 7.7' LT I 8"X8"TE 40 > O O O 4wz
INSTALL 8" CAP & \.y STA 4+92 Jzo
BLOWOFF (PHASE 1) I \ \\ 2.5' BEND sn I o �'T
M5
REMOVE CAP & I STA 5+92cc
1 F
CONNECT TO EXISTING
8"X8"TEE 3
0 50' 100' 150' (PHASE 3) TROUT MEADOWS ROAD 1
I I ' INSTALL 4 - �" SERVICES RIGHT I ¢ C
S C A L E INSTALL 1 - 1" SERVICE RIGHT C] 0 ww
I 1
DRAWN BY: JEW
1 1
1 j m m A
1
1 TYPE 2 EXCAVATION / TYPE A BACKFILLL I DESIGNED BY: JLN
1 QUALITY CHECK: DJC
4640 -- -- 1 DATE: 9.6.06
JOB 140. B05-057
1 1 FIELDBOOK
TYPE 2 EXCAVATION / TYPE A BACKFILLL I Q"
4630 I O
1 1 0
1 �
STk 13+06 TO 13 30, LLJ
8" INSULATION 4630 _-- ----_ --__-- I Li O Q
z 1 S DETAIL - - -
4620 1 - 1 Q N
Q
1 _ 1 Wo W
4620 - - 1 w a
S 1 y„ + , °i +�, m STA 1 00 TO 5+9 S�+ o Y Q O
<m INSTAL 492 L.F. 9 i I Q � Z
< 1 <j a•amc <N '> <� +��Q + + 8' C S 51 DUC IRON 5 ��„ +
Go fno �^ <x a� ao to J W (/�
4610 - -- -- �m � � � mom 1 J O 3
1 N o m a a n o 50 ci 0 au ry 1 m O
m o� of o; rn ai o 0 o rn m
�A 10+ TO 16+07 INSTALL 50 L.F. B" C S 51 DUCTILE IRON
M) O MJ O t0 tp t0 fD 1D t0 M) r
Lu
a < a a a a a a a a e
Sn9 1 1+00 2+00 3+00 4+00 5+00 1 U
5 �� 1 1
1 �
50 ^ 1 7 �q a s NORTHEAST WATER LOOP 1
rNi n
a < a a 1 < a a a < a a s
11+00 12+00 1 13+00 14+00 15+00 16+00 1
1 1
TROUT MEADOWS ROAD 1
I� CAD NO. 557-15.DWG
SHEET 15 OF 38
RECORD DRAWINGS aNTq" ,
APPROVED
iI F DATE
.1 I i
rir 8-28l
NAME II
OVAL
THOMAS,DEAN&HOSKINS,INC. ZO
TD& ENGQNEERING CONSULTANTS V o
SEE SHEET 12y" 0�
BLACKBIRD DR
0 SD' 100' 150' �°� Z z <
I I I 1 1 I
SCALE �
/ STA 11+30 \
58- 8" GATE VALVE O
446.65'
SEE SHEET 11 04 U=
FEN WAY � �
d — —
TROUT MEADOWS ROAD -
^SJ \ \1 ,dam/ STA /TEE i I- W
B j TEE Q W I
ST 00 \ / Z'ND / / z m Z<
45' BE STA +41 , \ \\ k66 0\5� / / 00 1 N
(N ALK.Yr ST 2+36 12'X " REDU ER A 6+49, 3.3' LT
1 2 1j"X 2" TEE 8"X4" TEE \ ` \ \ // w U U W n
'?y�\ 4 5 6 ¢ L.F. OF 4" PIPE 4" ARE SERVICE +T\ `1 5'� \ \ \\ \ // w w O
X6t` 03 7 6 9 10 0.0% W/ 4" CAP STA 6+52, 3.3' LT I \ \ / / O ❑ Zo
J'\ TA 2+ 0 11 \ STA 9+94, 8.8' Ri
SEE SHEET 11 \ o < 8"X4" TEE 1 �� �«
DAVIS LANE �\ \ +00 $SNA�20 +50 STA +46 al�j +90 1.5" \\ ,gy�pp\ \\ \ //// 22.5' BEND o Uo
47 L.F. OF 4" PIPE 1 9'f""
' L' I +� +50 8` V VE+20 RSL RSL 1ttSgl. '� 1 ) ® 0.0% W/ 4" CAP 1
50
/ / N
END 7
\ \\i S41'27'38 E 379.00' / / ��� o 0
\ � I STA 4 1
8 X8" 1 11 STA 7' RT� ,� w
STA 5+04 1 �( 11.2tiS�BEND
+28 (1.5") B" VALVE
\.... \ STA 6+94, 1.5' LT
B"X6" TEE
WEST ALL SEE SHEET 17 19 L.F. OF 6" PIPE
INSTALL 11 - 3` SERVICES LEFT WEST PARKING 8' HYDRANT DRAWN BY: JLN
INSTALL 3 - 1 SERVICES LEFT BURY ELEV: 4634.11 DESIGNED BY: JLN
QUALITY CHECK. DJC
INSTALL 1 - 1 17" SERVICE RIGHT DATE 9.6.06
INSTALL 1 - 4` SERVICE RIGHT
JOB N0, 805-057
FIELDBOOK
TYPE 2 EXCAVATION / TYPE A BACKFILLL
4640 - -- - -
rEXISTING GRO ND
PROPOSE) GROUND -T
-- -- - ---- - N
4630 7 _ STA 3+1 TO 8+58-
INSTALL L.F.60 L . 0 �.
2" INSU ION
m W
SEE DETAI 2
38 UJ
W
cf)
4620 j Lu
J N
�p19 +> o m + +m a * + Q
STA 0+08 TO 2 41,
INSTkLL 233 L.F. 5 -7 ST 2+41 TO 11+35,
12" CLASS 51 D CTILE IRON F INS rALL 896 L. . 8" CLASS 51 DUCTILE RON
50
N N N O O T N N Q m N c� " O c� h O N N n
m O 6 0 O N N N c� c� n n < C
N n N N n n n n n n n n n n n M n n n n n n n n
ao t0 � O 10 1D O O N
a < a a o a v a a v a o a a a c < a c a a e c v
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
WEST ALLEY
CAD NO. 557-16.DWG
SHEET 16 OF 38
I
N H #'=
0 50' 100' 150, J ONAL
o
S C A L E
N U` aa
+ 7 0Z-
1� OI
3
STA 1+96, 17.5' LT 0 50 100' 150' 0 O 'J
12"X6" TEE I I I I I I I Z F1.1 a
\ d - t 10 LF. OF 6" PIPE µ W z z
\a `\ OO I I I 8.5' HYDRANT STA 2+18, 7.7' LT S C A L E a L{7 0 W
STA 0+26. 23.7'�T SEE SHEET 17 BURY ELEV: 4640.19
Li w
12'%12"TEE y k, I I 12" VALVE } Z J
SOUTHWEST PARKING SEE SHEET 17
^nJ0 I 36.5 LF a WEST PARKING = a
STA 0+30, 19.9 LT I I +40 (1.5") 2+23, 7_T LT W U, v, re
J
SEE SHEET 16 5 12" VALVE ( I I I 1 1 X12" TEE SEE SHEET 12 W W x
WEST ALLEY I I I SOUTH ALLEY U) m A Q
1+00 2+00 33++00_ 1 4}pp 11 5+00 6+00 �40 - FnS_ SOUTH ALLEY V1 U Q o
A +29, 7.7' LT w 0 0 0 Q W m
1 " REDUCER w w w 0
1 1 I I STA 3+72 I SEE SHEET II r l 0 0 0 4wz
I 1 FEN WAY m
I I I I 12"X6" TEE `sZ�A
+55 (1.5") +13 1.5 18 L.F. OF 6" PIPE I I tD o L�o3
STA 0+49 40�.F ( +24 (1.5-) +52 (1.5") > 0 E..1 haw
45' BEND 40 LF 9' HYDRANT 1 1 40 LF 40 LF STA 6+22
BURY ELEV: 4635.75 1 1 STA 1+00, 6.7' LT
90' BEND o O N
RECORD DRAWINGS a 3 6)
0 0
APPROVED Z 0 Q�
WEST PARKING NAME TI E DATE
INSTALL 4 - 1J¢' SERVICES RIGHT >>
INSTALL 1 - 11¢" SERVICES LEFT THOMAS,DEAN&HOSKMS,INC. m In m
TD&I� E.NGINEERINGCONSUI.TANTS
1 crtr T rial5-eo7rwr�-wwsFeu Wo.na,�n DRAWN BY: JLN
sp K l w lulcrwl
iexisro" loulo DESIGNED BY: JLN
QUALITY CHECK: DJC
DATE: 9.6.06
JOB NO. 80"57
FIELDBOOK
TYPE 2 EXCAVATION / TYPE A BACKFILLI.
TYPE 2 EXCAVATION / TYPE A BACKFILLL
4640 -- -
PROIOSED GROU ROPOSED MOUND
1
4640
Z`EXIS INC GROUN !`
__-- — EXISTIN GROUN Y
— + STA 1+00 TO 2+29
a INSTALL 129 L.F. Z
4630 - �- - ---- - --- - 12" CLASS 51 DUCTILE IRON 0 Q
a
o N f-
0 4630- Q
�• aN <b S Q Z w
" -- c o
5 9 _"' M Q
S - - W F
Fab +�+j D Z 2
N
STA 0+2f TO 6+22. I STALL 606 F. 12" CLASS 51 DUCTIr IRON 5 F G w ~
50 w F- �
462D tO rn Z Q 0
50 n n n c6 n
o rn ,n rn e m to n m N ro m < n Q N
o cJ �v n a a ui In Iri e m a � a a a
W I w
cD b �O t0 1p tD ,O 10 O 10 10 tO Ip ,O v
a a < a a < a a a a < a a a 1+00 2+00 J INO Z
0+00 1+00 2+00 3+00 4 00 5+00 6+00 m Y
SOUTHWEST PARKING a a
WEST PARKING
w
CAD NO- 557-17.DWG
SHEET 17 OF 38
°�tITA�",,
N H
INVERT OUT
RECORD DRAWINGS
APPRGVED
G� Ott—ioc" SSzO�B otei.~
WEST POND a
` NAME TITLE DATE / r ` ZOS
•/ a08
o�
1a3 A�� TD&� THO ENGINEERING
DEAN&HOLTANS INC. 2_
ENGINEERING CONSULTANTS
carver rws-0ouuw-xu�sv[u S 3
sonaalE (�In
a 'Fwrror+ INLET #4
e SO INLET/MH #2 66 TBC 1S70I
(~
~ 4¢6.65' INSTALL 27 LF. STA 5+71 TBC ELEV: 4634.32 Ir�.i/yr
OF 12' PVC TBC 12.0 LT \ INV: 29.82 (W)
\
o 'PVG _ f _� O 2.O6X 6
/ O
D DOUB INLET /1 tN6 nP0(rr \ x
A 0 0
ST S F'1DOyys f` ------_ i INSTALL 31 L.F. OF
STA 2 5 � V
RT D 12" PVC o 2.23$ I
1 T C ]A 2 TB 16.5' L -'"'� RDA �O
\ \ POND BC 46 .4� T C 4627.4 NLET MH 513
\ INV 46 2.8 1 4622.7 (N.SE. W) 9 155 5 STA 10+89 Q z N
\ SEE D AIL 50' TBC 15.7' RT \ W a
6 Q, SO NLET # TV- i � D —I t ^ rW i
RSL RSL o > t8 asao.R r '__ om F_I z
N , RSZ 6 91N\ 4625. 0 ( I mQ V o
SO INLET/MH y[F3 � Z m
\ _( r6 / STA 6+03 XU If Of
L) W ur
less, 11 TBC 15.7 RT 1 0 INLET/MN $4
\ STA 8+38 to
RSL I 1TBC 16.5' RT / i O Q 0 C)
\ / V �o
\\ '` S412I'38 f _ INSTALL 103 L.F. OF I 1 I 1 1 1 / i E.r wa.b'5
37 12" PYclo 1.79% 1 1 1 1 0 50' 100' 150' 1�2
9.00' 1 I Im
scALE w
D INLET #2
STA 7+15 NOTES: w
TBC ELEV: 631.52 ALL MANHOLE/INLETS A
INV: 4627.02 SHALL BE CONSTRUCTED
PER COB STD DWG NO. co m coTYPE 2 EXCAVATION / TYPE A 13ACKFILLL 2720-18
W DRAWN BY: JLN
v
yD DESIGNED BY: JLN
Z m QUALITY CHECK: DJC
3 v N DATE: 8.3.06
Z N In = n O 1p JOB NO. BD5-057
vipp o ���.--m ? a FIELDBOOK
N ', m O N N J+ b V I N Z
f Z
't1 QO ZNa Y Z_Z N� /
mac; [nVN <U dU >
+a z N d•a PR POSED GRO
PVc
\' .69R 15" PVC
0.6 /^ 23 L.F.
i
321 LiF. �0.54% _—_
PVC EXISTING GROUND Z
6A LF. 0
1,BBR
Z
Z Q o
--- U) 0 o a
uj
ui
4610 — -- --- Q Q
J N O :3
0
H m x
F-
i I 5 9�F V
50
- d O d ? V d •f < d V d V C < P a a < v a v
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
TROUT MEADOWS ROAD
CAD NO. 557-18.DWG
SHEET 18 OF 38
N = N H
I II
' zZo`z
of
e r irr
0 20' 40' 60' r
I I I I I I 1 ,I \'
S C A L E 1 O
x
RECORD DRAWINGS I z�
rcm �� Ow
APP OVED
i 7 I
�M- - - i TITLE/T z' DATE TE I i 1 WEST DETENTION POND
VEGETATION PLANTING PER , W
1 I r `VAUGHN ENVIRONMENTAL
TD � THOMAS DEAN&HOSKINS,INC. QVEREXCAVATE POND AND U)
& IN A w Z
ENGEERING CONSULTANTS I I r r r r ' PLACE 1' OF TOPSOIL om <
GREAT FN1.5-"EII -KQJSPDL ror+u1�,� BOTTOM: 4621.5
SPd4WE WASHi�GTOl1 � U7 V) -et
y p
icxma+ uwq K r ; r r, r WATER LEVEL: 462Z.0 > F.m
TOR 4623.5
VOLAjME:-,15k33 CIF
WE POND
ST Jul w �w
1 i ❑}'❑ O. z o
1 irI n x �<l,
RIPRAP m co rn�
9 0 20' 40' 60'
N
S C A L E
INS
I
4.5'X6' RIP- OF 12" PVC ® 2.17% ��1 ' i Q �Q
- ❑ ❑
I I � INV OUT: 4618.00 i �I
I .
COB OUTLET STRUCTURE
,
co m
SS.OT INV: 4618.5 1 INSTALL 106 L.F. - _ 90
. i LOT: L�_
NV _ OF 12" PVC 0 224.0 ,\
I PIPE INV: 4618.50 1 -�; _ - INV INS 4624.0 � '� '� DRAWN BY: JLN
INV OUT: 4621.5
, DESIGNED BY: JLN
�PO 1 QUALITY CHECK: DJC
I
` /_ DATE: 9.8.06
JOB NO. BOS-05
IP—RAP DAMS LANE POND 1 _ _ 7
S•XS•x FIELDBOOK
_ BOTTOM: 4618.5
WATER LEVEL: 4620.0 I _
s \\ � TOP: 4620.5 m \ \
y `INSTALL 44 LF VOLUME: 610 CIF
OF 12" PVC 0 1.167,
INV OUT• 4618.50.
1 SD INLET N5 I POND 1'3,
1u" STA 15+77, 14' RT C08 OUTLET -
I�( u, 1 i SLOT INV: 462 .5
INS7BC: 4623.75 / 6
' SLOT: I- \ T2 T PVq 10�6.25%
Q / - PIPE INV: 4624,0 \ RO
:NV`I UT�4622 50 Z
DETENTION POND 13 \9p P
1 OTTOM: 4626.5
ATER LEVEL�8.0 8�X8 RIP-RAP
DAVIS POND TOP: 4628.5 j \ GOB OUTLET STRUCTURE
' (q
r -'VOLUME: 3267 CF - SPOT INV: 4622.25
I j SLOT: 5 ,
_ Z Q
1 QQ z z
--- m ,z Q O
�'I 3.00• CONSTRUCT RIPRAB�'
m V-DITCH W/ 30 SLOPES ' Q Z
48 LF 0 7.78%
NOTES: 1 (4+SY) (26.67 SY) \ I Y IZ O
ALL COB OUTLET STRUCTURES 1 ----- ---I-
ARE PER FIGURE A-2 OF THE IW 0 Z
BOZEMAN DESIGN STANDARDS. ��.' S 3 f'�_, \ i it it it 1 LJJ
ALL RIPRAP PLACEMENT 4p W
INCLUDES MIRAFI 16ON ORco
APPROVED EQUAL GEOTEXTILE I , / \ ' Q
MATCH ALLEY
INVERT SLOPES \
WEST POND AND POND 13
CAD NO. 557-20.OWG
SHEET 20 OF 38
RECORD DRAWINGS N H *`
APPROVED -
,'
NAME T E DATE
41'A L
THOMAS,DEAN&HOSKINS,INC. i Si 100,ENGINEERING CONSULTANTS � a�zo
ORF/T ius-DOZEw-KAUSPDl zzo
`� 'z
"STOW S C A L E _STA 0+72. -
CONNECT TO EXISTING 3
W/ 48" RCP CL III A 5+76, 25' LT �
REMOVE EXISTING 6' 0 MANHOLE
BEND DIVERSION STRUCTURE
STA 0+92. 25' LT SEE SHEET 38A
6 P MANHOLE Q
-- --(A
r a
IRR A 'RR —-_— iRR IRR IRR IRR IRR IRR DtR TRR IRR IRR IRR IRR IRR IRR IRR IRE it
O
2400 3+00
_ U=
0�00 _ cn 1 � -1 � d�00 --1 _00 � 00 _ _ __40440Q _�__—11�+00_—__�^_ —13+00-- ^� � z W
DAVIS LANE
— = ►.a
rn
L REMOVE k REUSE _- F
F 4 NCLUDINGFETS RCP REMOVE 27 LF OF i U) m A Z�
21"05" CSPA 0 O� I
PltAGEy2
DUI D'-4 'Z m
ij fry U W I
O OO O &Z
z0
Q N
0��O 3
O
[11N
IL
4650zNaZ
J W
fD m
_ \ M DRAWN BY: JLN
DESIGNED BY: JLN
+
4640 _ QUALITY CHECK: DJC
" ~ _ DATE. 8.3.0E
CL III - F ' 7 a
JOB NO. B05-057
- T Fe w
__--_ ��l 484 L. N n FIELDBOOK
PROPOSED GROU D z 48" RCP
CL
E 25STING GROUND- __ --_-- N
--- -
4630 -
_ — — __n O _ �\' MINIMUM
394 L.F.
- --- — ---- --
---- _ - J48 0. III RCP
----- -
__ ----'---- --- �� r/---- NATIVE CLAY / Z
4620
1' MINUS 12" MINIMUM Q '2 V
BEDDING GRAVEL m Q �' LL
z Z
- No Z Q
IRRIGATION BEDDING DETAIL 1 YNO SCALE
O
4610 -- --- -5-------- - - - - - 1 w Q
5 q� Q m
N N 50
13 Oi OI p0 OI i!I M N d U !� 4T O N D O O N r) m
d f` t0 N d N .- N O O O O� O 1O h Op t0 tD V
d d M M M h N1 h f7 M M rJ M �1 0 N 0 N N N N N N N
d d d d d d a a d d d d d d d d d < d d d < d d
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
DAVIS LANE
CAD NO557:'1 DWG
SHEET 21 OF 38
I
RECORD DRAWINGS
PLACE RIPRAP {N H
1 (12'X12') 1
APPROVED�I1 1 tt 1"-
�a......+-HoQw P-�= •'
NAME �E DATE 1 INV OUT FETS: 4631.23 ' o \ I
STA: 13+1865 OVAL
.
INV OUT FETS: 4629. ♦ "
TD&I� THOMAS,DEAN&HOSMS,TNC. 1 STA: 13+ OFFSET: 47.19 L $ 1
ENGINEERING CONSULTANTS OFFSET: 4 � U zoA
GREAT FA S-WZEW-KALISVELL MON= =Z�
1 oy
INV OUT FETS: 4631.23 INSTALL 96 LF OF / ♦ 1 co� �3
STA: 12+99.33 31 1%" X 51 d' S 11 ♦ 1
1 OFFSET: 47.19 L RCPA PIPE / ♦ a
® 1.04
STA 15+32, 25' LT
6 0 MANHOLE 1 INSTALL 96 LF OF J 1 V O
RIM: 4624.60 54" X 88" CLASS -
(S,N) RCPA® 1.04%E W/ S / 1 Q C
-- o J ♦ // 1 -J �;
IPF. IH6 1RR �- 1
...... ...._ -.- ... / / INSTALL 96 LF 0 / w z w
_ 1 \ 31 {" X LASS III
12+00 ___ 13+00 Urwlti LANs 14+00 15A 17+24.96 // RCPA 1P / FETS (� W
4 1 -1
I I I I 1 I EI 3I I
zo m
STA 16+23, 38.5' RT 1 �" . S C A L 1
Om I
OUTLET W/ FET 1 / . 1 >� No
ly INV: 4617.50 Q z m
t RIPRAP (B'X12') / / / • RoU U U W Jr
ZZ 1 1 w w w
1 Jj��,�j , / 1 �m
/ tRO w w I-
Z 1
0 50' 100' 150'
I I I I S C A L E
1 INV IN FETS: 4632.23 1 m m
1 00 / STA: 13+36.19 1
OFFSET: 47.19 R
DRA BY: JLN
DESIGNED 8Y: JLN
. I QUALITY CHECK: DJC
DAT1 - .06
1 JOB E BOS-057
. INV IN FETS: 4632.23
1 STA: 147.19' 7 NOTE 1 FIELD K
/ OFFSET: 47.19 R ALL 1 RI PLACEMENT INCLUDES
MIRAFI 160N
• IN IN FETS: 4630.73 OR APPROVED EQUAL 1
STA 13+26.53 GEOTEXTILE
OFF ET: 47.19 R 1
N 1 1
Z 1
�O 1
4630 -- - -- ----'t'+Nim- 1 NolmCm
1 0
i N,O 10
1 z N
---y-- ----- - -- - 1 1 z
RCPA PIPE
CLASS III y
_ 1 INV: 4630.73 558 L.F. 31 X 51 CLASS III RCPA PIPE 1 �" CLASS III 1 > Z J Q
v✓/1.32X 48"® -- - - --- ————— {�" d"
---- CL IIf RCP yw - --�--- --- 1 RCPA PIPE
INV: 4632.32 INV: 4632.32 1 Q - W
� z
L II
_ 1 1 Q
IRP 1 W 0
-- -0 U--------- Q
---- 1 I Y Z Z O
-- - 1 + +
1 1 � W O �
� .
1 + 1 Qm
1 FILL IN PIPE 9' WITH WASHED 1 ~ � W
5150
9 1 ROCK 2" PLUS AND 6" MINUS
J9.50' 9.50'1 1 U
CREEK CROSSING PIPE SECTION A 1
N N N N N N N N N N N
d d d d d d d d d d d d 1 1
12+00 13+00 14+00 15+00 16+00 17+00 1 1
1 1
DAVIS LANELm
1 1
1 I
SH T 22 OF 3$
INSTALL ALLEY APRON
' SEE C.O.B-: 5T0- -
DRAWING N0.-02529-7A -�. 1 {4i
(40.28 SY) I
0 50' 100' 150'
I I I "-ox
F W S C A L E
a
AV C an
.
INSTALLPEDESTRIAN
/ Z-
PEDE - ,
1� -
,. " L �yy x
RAMP TYPE G (2) { � / \�� ��,__-' I""I gQ
wrrH z• PVC coNoulrs to -- — ' ` RECORD DRAWINGS �
SEE DETAIL e - - - -- - -- -- -
i H
APPROVED
63 LF OF 3• SCH.40 ',I ' ALLEY APRON o N _ ..� ,-- - - .t
PVC CONDUIT $EE C.d.B. ST4. �, �- - tier... Ts50ct�FisG B-LS-pB
DRA W. 0�529-7A \ \ Q'� _ NAME T DATE �] a
1'i (40',28 SY) �'' ' / \ INSTALL.ALL- A
SE c.o:j} srnr THOMAS,DEAN&HOSKINS,INC. `�Z
l I CENTERLINE CURVE DATA �- OR IMNG 0 "A TD&� o
R " /' ENGWEERING CONSULTANTS
R=160.00' i �V / (4p•28 i S) c EIS-BOZV +-KAWPEU U i
� �nsi0e wro I
A=48'18'30"
-0 / / INSTALL ALLEY APRON
- i SEE,C.O.¢. STD''
DRAWING No, 29-7A \ s; /� m� A Grp I
0.28 SS') zm rZnf
INSTALL/PEDESTRIAN TALL PEDESTRIAN o1%1 N
RAMP TYPE "D" P TYPE "D" >a Z m
SEE DETAIL 5 SEE DETAIL W U cr
W
.I r --- 37, w w w
LLwp
U) I c- ccjn• o �i � 3
INSTALL PEDESTRIANrn
RAMP TYPE "F" (2) ' Uy / C' - w w -
SEE DETAIL e `,[_ ' I C' / - i ¢ ¢Q
37 CIDNSTRUCT 5' I �' / '�� J�,' ' ' �--- 0
SORA ST i iUSI,1A 2� LEN RE - - - - - - - J L - - - -
-I f W A
tI
SEE INTERSECTION Draw Br: JLN
DETAIL, SHEET 33
PVI STA = 2+10 QUALITY
EDGY: JLN
UAUTV CHECK DJC
PVI ELEV = 4642.52
GATE: 9.8.06
A.D. _ -2.57 JOB NO. B05057
K = 50.62
FIELDBOOK
130.00' VC PVI STA = 3+75
PVI ELEV = 4636.63
A.D. = 2.08
K = 48.04
+ 100.00' VC
a
+
+ a m m N Q N d
n
a
-1 �n m
X > w + n
Z
4640 `�� --- -- - - --� �--- -
_ PROPOSED GROUND >_
- _ E 41STING GROI IND
+pLD
a -
:asr. fn W w
a z IIJ _ W
4630 rn cJ- - -- - \` Y W
W U) LL
� J
J
— -- Q
F-
p Q
� U
4620 i-- - -- - — - -- o
I s
H
QO
50
U M NO, a0 O MW N
2 N M .�l] Vl 1 ^O .N .� fm .O NJ fm
M N� OIN m m�
a a `� a a a a a as `ta as as as as
2+00 3+00 4+00 5+00 6+00 7+00 8+00
FEN WAY
CAD NO. 557-23.DWG
SHEET 23 OF 38
i
_ ION HAN#�=
RECORD DRAWINGS N ,
z_
0 50' 100' 150' �,� 02� S � "01
NAME mu DATE �0
S C A L E
THOMAS,b*,AN&HOSKINS,INC. z oio
z TD& ENGINEERING CONSULTANTS MW
INSTALL ALLEY APRON INSTALL ALLEY APRON O v iaE Ls-9ozEN�N-K&I PELL wnswwHMcron
E C.O .B SEE G O . °"M0 ;
A25Pg-7A-- DRAWING N0. Q25297A IINSTALL
� � z40.28 SY) I ('0.28tYJ o 0 50' 100' 150'
PEDESTRIAN
3" SCH. 40 RAY PVC I I RAMP TYPE "D"
I SEE DETAIL 5 S C A L E 0 ►�
CD ►�
I 37 I 1 Iz 25 TRANSITION g 25' TRANSITION
o FROM 1% TO -1% ¢
FROM 11% TO -1%
D - -1 - - a TI Vx
i
LY
V J
01400
f— ;I g+D CqI K �I I I y J W w�
A9 - -1 -I zm A
p pp' 3+00 N 4 5'Ft0o579 T 0 1 N 1+00 2 to
INSTALL P ESTRIAN I ¢ ¢ o
RAMP ttP "ST IAN _ INSTALL PEDESTRIAN -
INSTAI,L ALLEY APRON RAMP TYPE "D" 3 0 - �. O
SE DETAIL SEE„F.0.8. STD. SEE DETAIL g LL --- --- �� Y o 0 O zo
3 ✓ DRAWING NO[,02529-7A -- - --- - _ _ - - - - -
"(40.28 SY) m 37 1 3 4 - --- ----6 7 - - - � � l U — E m �m�
ir - - om�
NOTE: ¢ Q
INVERTED CROWN OF SOUTH O O ww
ALLEY IS FULLY CROWNED �]
FROM STA 0+30 TO 1+89 M/
AND STA 3+05 TO STA ui
6+09
PVI STA = 2+10 co
PVI ELEV = 4642.72
A.D. _ -2.61
DRA BY: JLN
K = 50.00
DESIGNED BY: Jlp
130.54' VC QUALITY CHECK: Dic
PVI STA = 3+65
DATE: 9.8.06
PVI ELEV = 4637.12 57
rn I+ A.D. = 1.91 JOB NO. BOS-0S7-0
'^ ELD800K
K = 36.59
a HIGH POINT ELEV = 4641.63
+ m� 70.00' VC HIGH POINT ELEV = 4641.19
N n HIGH POINT STA = 0+90.24 LOW POINT ELEV 4639.35HIGH POINT STA = 5+23.22
6i Livi PVI STA = 1+00 = PVI STA = 5+25
+ LOW POINT STA = 2+81.94 PVI ELEV = 4642.11
N a "ml PVI ELEV = 4641.54 PVI STA = 2+79.52
co A.D. _ -2.39 A.D. _ -2.56
+ PVI ELEV = 4639.04 K = 58.58
in -L�i - "� K = 50.24 A.D. = 2.64
Z+ + n 120.00' VC K = 35.00 150.00' VC
-1• o w a m
fii a 92.35' VC
U r ",
O O O O
4640 ¢ o r m m m N + y + a
- 1 EXISTING ROUND o+ + a n ,o a m m m
Z U Z J
_ U U i.i
°+w PROPOSED GROUND 10 - 31% Z
¢z 4640 - -i. 9% COH D
_
4630 kilo - ---- ---- -- --- --PRO SED GROUN -- -�- ---- — N O W
cn
EXIETING GROUN W W
W N
O
3 4630
4620 - - s - -- - --------------- O~ 9c �c~i� V
P +W¢ 5 9l `Ozm Q Q
s 9! aoyzyl1 F ¢05 (� J
(" Sp V1UW 'nUm M
50 W
50 m No
UO
pp ON O Off•- N� U,N aM m mM com6
rD N N < r m 'm m Of M Ma Ma M� Mi, MM MM MM M� M� M� �aa r,1
< t d'y
a a a a a < a a a e a v
a as ad c� ea <d a� as <a a
0+00 1+00 2+00 3+00 4+00 5+00 6+00
2+00 3+00 4+00 5+00 6+00
BLACKBIRD DRIVE SOUTH ALLEY
CAD NO. 557-24.DWG
SHEET 24 OF 38
O�y,T
C NT R INE CURVEDATA = N H E#
-d447'
4S2'44" 2PI
` - � ' T TONAL G
INSTALL PEDESTRIAN ---- - o_�
`RAMP TYPE "C (2)
SEE DETAIL-� _ _-___ / 3
\ r` \ INSTALL PEDESTRIAN V1
t 37
RAMP PIPE C (2)—
i 50' 100' 150' 1
""- SEE DETAIL 4 - I I I I IS E�
��7/ CAL
INSTALL PEDESTRIAN\ TRO`/_ ` - __- -__--.----- ------ - ---------------------------
RAMP _
TYPE "K"•, ` 4 O _ _ _ -- - CONSTRk/Ci-ice-SIDE IAL�IG - --- - O
- - ------
* At
SEE DETAIL e`,\`\\` -\ I ----\�` R q0 - ---- - - -------------
INSTALL
AEDE
TYPE' \ \` , 150 OF 5' DE
SEE DETAIL \ - - - - -_" 9 - \ BP to iF
01
w ir CE
350.00'E �VE DATA 0 !Z.
d=26'36'07" FI �N J
CENTERLINE CURVE DATA co
R=300.00' �
L=1 13.66' N
d=21'42'24' wIjw
RECORD DRAWINGS PVI STA = 10+50 w A
FM ELEV = 4633.05
APPROVED A.D. = 0.98 co 13 m
g-zo-pp K = 101.71
LOW POINT ELEV = 4627.54 NAME IT[E DATE 100.00' VC DRAW1I�BY: JLN
LOW POINT STA = 2+50 - - - - DESIG�o6Y: JLN
PVI STA = 2+50 THOMAS,DEAN&HOSKINS,INC. QUAI CHECK: DJC
PVI ELEV = 4627.45 TD& ENGINEERING CONSUL'1'AN'fS o O1 DATE: 9.8.06
GIIFRI FNLS NGINEERIN MONTNiA O m
A.D. = 1.40 i sronL wwsw N o + n JOB NO. 805-057
K = 35.71 o N e EIELDsooK
46401 50.0 ' VC c Li
cn
m m
U 11 V
m PRC POSED GRO ND
7 % '
0.70 -
cl--- ---- N
EXISTING GROUND ; (Y
4620 V/ -------- - I- - - -- - - m H
uj n I =) Z O
+ m< UJLLJ
Q
Q W
VIO Nli i_ C
J LLI V, f
J N
4610 - - --- - m
o � �
m Q
Y
s U
c
50
aN m'n nO in'_n nO LO4 d0 n'' 40 aN NO ,D u)'n nO N,ao,4D a m4 a.N4 a4 4m4 N m 4 `0 07 oN"l N.0 N0Mm .0 O nn
,6 c6 mm co b, 6 7 N N,6 o p M' mN 0cj ✓n1�
0
N NN NN NN NN NN NN N� NN IN N
mo IN IN N nem mo m1 0oao ao 4 441 ad a4 mnm
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
TROUT MEADOWS ROAD CAD N . 557-27.OWG
SHEET 27 OF 3$
r - - - - - - - - - - - - - - - - - - - - - IATA
,,,,,,,
1 10' SIDEWALK 1
e
1 H
(273 SF PH1) RECORD DRAWINGS
(1051056 SF PH3) INSTALL ALLEY APRON 1
SEE C.O.B. STD. AP R VED
CENTERLINE CURVE DATA INSTAL LIFT STA. APPROACH CENTERLINE CURVE DATA DRAWING NO. 02529 % 1 �,(�DE�£-W�.,O.B. ( `,R=150.00' (40.32 SY) S Zi0 .o,OA'AL
\ - N 2524-5 Z ,L=64.40 1 NAME TITLE DATE '"�
W/ 6 TRA NSA 26'36'00" V, o�
6 SY) W 3 1 N THOMAS,DEAN&HOSVJNS,INC. ZZe
- 1 TD& ,AT ENf FNEERIFNG CONSULTANTS �N
JT _ � TI3L5-BOZEL4W-WLSPELL WAS M q VI 3 0-1
_ J
as
o . 1 a xzz 0�
r 1 0 10' 20' 30' v~i Ulz
=
S C A L E za
a
INSTALL ALLEY APRON I 1 Z W w Y
SEE C.O.B. STD. STA 12+62, END CURB, CONSTRUCT PEDESTRIAN
DRAWING NO, 02529-7A GUTTER AND ASPHALT C&STRUCT 6' WIDE RAMP TYPE "B" 1 ZW F�1 z zQ
(37.5 SY) FOR PHASE 1' SIDEWALK SEE DETAIL
INSTALL DEAD END PER C.O.B. STD. 37
BARRICADE: SEE C.O.B. STD. DRAWING NO. 02529-15 CONSTRUCT PEDESTRIAN 1 >�Lu z m
DRAWING NO. 09810-2 I RAMP TYPE " 1 ' �Co�j(o W
SEE DETAIL L e
37 1 0 0 0 zo
1 1 — - FI ��
Do
HI(# POINT ELEV = 4636.95 1 p
HIG POINT STA = 13+24.22 '
�'VI STA = 13+06.79
0 100' 200' 300'
PVI ELEV = 4637.37 ¢ ¢
I ,
S C A L E I I A.D. = -2.68 NoloCEl'
-----_-_-_ a ofi
K = 50.46 1 ---
135.00' VC PAVEMENT SSE�CTION 34.73
1 9
6" BASE COUR3�
a N o 1 12" P)F'RUN > >
+ I M
'� 1 i/ INSTALL PRECAST CONCRETE
DRA BY: JLN
w I Li 1 PARKING BLOCK (2)
U SEE DETAIL e QU I ECHECK:
4640
OJC
DATE: 9.9.06
'/ JOB NID. 805-057
i
1 34.50'
'46' 1 FIELD OOK
-0.9 % 1 WET WELL
-- ---- - 1 ST 0 VEI_LDW ',TRIPE
4 5. 118 l.T.
46 .07 >
l 3
4630
1 34.91 8.98" _
WIDEN 6' DUCTILE IRON BYPASS
1 1
1 1 0
1 Z GC
O N w
APPROACH APRON U) O N
'' -;, SEE6COB STD. DWG
4620 I 1 02529-7B O Q Q O
Lu ~
1
0 LL
4610
Lu
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- -- -- — I50 SEWER LIFT STATION SITE v N
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c �� ca ay, ca as va a,a. av Qv a
12+00 1 13+00 14+00 15+00 16+00 1
1 1
TROUT MEADOWS ROAD 1
F
N 7.238 E
tA '4
RECORD DRAWINGS T
AA
N H
-7— NAME TITLE DATE
THOMAS,DEAN&HOSKINS,INC.
AA ENGtNEERING CONSULTANTS lzo
-W F.�-WZDM-K%j5PEU om
---------- oz
mx:
OVE ASPHALT.,11
MATCH EXISTING CURB-\ --------------------------—--------
REMOVE -- ----------
CURB & GUTTER� (118 LF) �01--------------------- --T
STA 0+04 14' t ---------------------------
-------------- ---------
C)
rA
z
-4 k
-4-
3
C�d u T
sAwCuT-AS T
REMOVE CO USE
CURB & GUTTER REMOVE CMP
BARRICADES & REUSE STAB 14' RT (22 LF) STRUCTURE
AT NORTH END OF ZED Z<
DAVIS 0 1
INSTALL PEDESTRIAN RAMP r5v)
TYPE -H z 0
Lux x I
SEE DETAIL rB---) X0(1)
—— U)III L)U) :�37 Lu U)
0 100' a I)C, C)
50, wo
03:
SCALE wl�'
w �w
PVI STA - 2+15
PIA EUEV = 4643.69
A.D. 1.63
K = 101.14
165.00' VC Qj
' 1- DRAWN BY: ILN
PVI STA = 6+00 'L.
PVI ELEV DESIGNED BY:
QUALMY ILM 4634.72 CHECK DJC
465 DATE: 8.4.06
+ aK = 4.65 JOB NO. 805-057
loom, VC FIELDBOOK
0 cq
+ n
k v PROPOSED GROU D
4840 &i
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50
w c� 0 C6 10,6 0 CP. m 'qloo n m 0 1 1! 'q I -]l. -��V 'm I w C'�
0 qjc� 0 NM mNdNnNm
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
,CAD NO, 151,211,I)WG
SHEET 29 OF 38
C1N TAN£*=
RECORD DRAWINGS
AP ROVEDy �
o
-I���' Z �Lw-f-�- 1 .+.•.c1> O,YAL
NAME TITLE TT DATE
IZO
0 100' 200' 300' THOMAS,DEAN&HOSKINS,INC. 0 50' 100' 150' lla
I i TD&� ENGINEERING CONSULTANT\ I L•1 �N
GREAL FALS-BOIEMAN-NAUSPFll MWAMA
S C A L E ti "'S1^15 S C A L E ;
END LEFT CURB
STA 13+89
TBC 4626.39 DAVIS LANE TRANSITION
- - - ----------- `- - -- - __- - —�-- - --�� g -
' SEE SHEET 33
- -- ===r-- - - - - - 4 � Q tj
7 B y _
-
__iyyyr SL Zw
�r
-- � � _--- --- �, �iSlio R RSt L � tj
, �9- I � "V a
3 -- 3-- ---A-—1 R RSL RSL a In PG N
.--- __ J
T�'
i
-- ---- - - PRESERVE AND PROTECT N - WEST ,2 - LL
EXISTING NORTHWESTERN � K-- _ - zm
ENERGY CATHODIC o - -� -I - LoIn (;J
PROTECTION WELL \ \. N INVERTED \\' $4)2�' E 379.00' W m
- \ ti CROWN �U) 0) N
CMP \ r
zo
O. (875 SF) SALVAGED BARRICADES END LEFT CURB F-a
l IC--,
ORIENT AS SHOWN STA 15+89 `* i;<TBC: 4623.37
O ti
GO 930}0
DRAW BY: JLN
DESIG 4ED BY: JLN
OUALI FY CHECK: Bic
DATE: 9.8.06
JOB N BOS-057
FIELD LOOK
4640
M m
n m
.r
4640 --
d
n u
� N
M
J
+ rE XISTING GRO JND w
� m
d i PROPOSE GROUND
4630 - --- II -
4630 W
v \.
J
4620 - - p H W
}L�� W
LLI
4620 - Q K Z
Jw Q
J � J
Q
4610 - - 3,- 0 5 sc9! a Q Q
c F s p
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5 ! In 4
F 50
Om O�n co
Om
50 N M N N N N M M n M M M M M h
Or N ry r N d' r N r N 1� M) c0 c0 c0 M) r0 w r0 rp r0
a d p d a d
N NN NN NN NN NN NN NN NN NN NN NINV N
d �'d d d d d d d `*d d d `*d d d d d d d `*♦ `* 0+00 1+00 2+00 3+00 4+00 5+00
12+00 13+00 14+00 15+00 16+00 17+00
DAVIS LANE WEST ALLEY
CAD N 557.TO.DWG
SHE
i
1 STA 7+23. 7 1 '
OFFSET: 18.50 L
NmimCm
1 ELEV: 4633. 7
STA: 7+10. 3 �QNAL
OFFSET: 16.25 L I 1 � STA: 10+50.53 STA: 10+62.B7 `
I I ELEV: 4634. 7 STA: 11+58.2 STA 11+t.57(8 � zoOx STA: 10+ 28 - e�S I __ �. STA: 11+04.37 FFSET: 14.25 LOFFSET: 16.50 L ELEV: 4632.75 00
� ' -- -- ��� (, zoSTA: 6+9838 4632.54 ELEV 4632.97 1 Ems, 0zELEV: 4633.60 STA: 1+45.87 E zZ-
OFFSET: 14.0 L _ 42.00 L sQ
I 1 ELEV: 4633 46 1 ,
I I I S A: 1+11.24 STA: 15+68.95 n / (�1A
14.00 R 1 OFFSET: 12.00 L STA: 93.88 1 1�00 E~
EV: 4614.0 ELEV: 4634.33 STA: 15+ OFFSET: I14 00 L - 1�+00 STA: 11+04.37 1Z4� '
S A: 0+18.39 1 STA: 15+56.61 --OEFS�-1 00 L _ EL 'r 3.62 _ w STA 5+50.97 TROUT MEADOWS RD
ELEV: 4634.16 7�`` _
0 FSET: 20.89 L j Ofiiii--14:4S L= - -
I STA: 10+50.53 „" 0+77.37 4. STA: 11
1 4628.57 - ELEV: 4634.42 STA. 11+58.22
1 OFFSET: 4633. R ail OFFSET: 34.00 R
1 _ OFFSET: 14.25 R OFFSET: 14.25 R
STA: 0+29 STA: 5+91.39 ELEV: 4632.75 ELEV: 4 4634.05 O 41
F ET: 1L 1 OFFSET: 1 39 L 1 ELEV: 4634.43 W
STA: 15+44.26 _ _ ��
I OFFSET: 16.50 L ELEV B9 1 I W co
Q
1 ELEV: 4634.51 TROUT MEADOWS RD ���' 1 T 10+62 7 12 S 1 5.67 _ z 1
5 A: 6+568 1 STA., 10+3 OFFSET: 2. 87- o A: 1 STA: +70.550 '
TROUT MEADOWS RD 1 STA: 15+83.45 OFFSt7:'1fi60--RSV_.�.9� OFFSET: 16.39 R OFFSET: 16. 9F- 4 a
OFFSET: 12.00 R ELEV: 4632.53 ELEV: 4 33 61 m 33.8-i I ELEV.
_ ELEV: 463 . �' � �
STA•I10+79.74 - 1 _ 1 OFFSET:52039L I m cn� F'4 Wz
STAJ 0+00 1 1 ELEV: 4634 05 A: 5+23.97 g I zap
STA: 15+yyyyyy4.06 Fr
I STA: 15+44.26 STA: 15 8. 5 OFF ET: 6.39 R 1 F :: 4634.00 R OW N � N
1 OFFSET: 16.5�A--T`.r+`5 :B1--OFFSET: 2. EL 46 4.11 STA 5+09 47 >a ; Z m
--Erw>-- 3431 D R q- I A 5+09.47 w0! ¢
I I OFFSET. 12.0 L W I
I ELEV: 4634.42 ¢ F ET: 12.00 R a!U U
_ FF4629.13
_ 1 3 1 ELEV: 4634 30 4634.30 w w w O
li STA: 6+2 .8 Ir 4wz
g -4628.49 _ 1 I STA: 4+97. 3 O O C] zo
0 m OFFSET: 14. 0 m 1 T 4+97.13 zo
> ELEV: 46 .1 OFFSET: 14.25 L F ET: 14.25 R r
i I39 ¢ ELEV: 4634. 4634.44 [1 maw
.89 R 1 STA: 6+1 .3 ; I 1 ���
OFFSET: 14.0 N
1 .49 1 ELEV: 463 .2 I 1 OFFSET: 16.50 8L OF-SET:8 6.50 R
4.78
R STA: 6+03. 4 o I} ELEV: 4634. 8 E 4634.58 W
ul
1 OFFSET: 4634. L I 1 o a
+90
ELEV: 4634. 8
i 1 STA: 1
OFFSET: 18.50 18.50
ELEV: 4634.
INTERSECTION OF DAVIS LANE 1 1 INTERSECTION OF BLACKBIRD DR & TROUT MEADOWS RD A
& TROUT MEADOWS RD 1
1 1 DRAWN BY: JRN
DESIGNED BY: JL.N
1 INTERSECTION OF WARBLER WAY & TROUT MEADOWS RD QUALITY CHECK: DJC
DATE: 9.8.06
L m m m m m m m m m m m m m m JOB NO. BOS-057
\
\ L�STA 5+20.88 r
FIELDBOOK
OFFSET: 16.50 L 1 T w 1
\ OFFSET:
4628.84 \\ A: 0+66.19
STA: 5+33.23 1 0 S : 16.50 R 1
\ 0 4628.93 14.25 L ■ ' ■ ■ E 634.22
1 S 0+53.85 1
\' �• 0 ET: 14.25 R STA: 14+38.04
STA 5+45.57 1 4634.62
4\ \ OFFSET: 12.00 L 1 i r OFFSET: 12.00 L
A: 0+ .19
a OG ELEV: 4629.02 OFFS 16.5 L ELEV: 4635.69 1
STA: 5+F0.8 A. 0+41.50
'OFFSET: 16.519,R\ q1 1 ELE . 4634. : 12.00 R S - +49.°9
ELEV: 4628.84 '•� F.qQ `.� ST7�0+53. \ E 4635.01 OFFS - L
TA 0+27 4635.53
STA: 5+33.2, O�is \ 1 OFFSET:.14.25 L, \ 0 S 12.00 R 1
OFFSET: 14.2� �, -per \ 1 ELEV: `\ E 635. Z
ELEV: 46 0° � \
S 5+45.57 STA: �41.50 STA: 14+62.6¢
0 12.00 R \ OFFSET: 12. L TA +23 OT
1 ELEV: 463°O1 \, C ET: .00 L OFFSET: 16.5 °
+ ELEV: 4635.32 1 N J
ELEV: 4629.15 SEA:: + 7 5+87.07 STA +27 E 635.79 _ -1 -
0 12.00 L 0 20' 40 60� 1 OFFSET: 12. L \ a 1 > Q
ELEV: 4 •25. \ ` ELE.V: 629.31 1 1 I I ELEV: 4635. to
STA: 16 39 8 \ � S C A L E 1 OFFS. 1+83914 \ STA: 14+12.93� ui
1 m Q
OFFSET: 16.39 R �I
ELEV: 4629.55 STA: 8+07.0 \ 1 ELEV: 46 OFFSET- T8.39 L 1
OFFSET: 12. L s \ \ E 4635.60 Z
ELEV: 4 9.6}Y > \STA 6+28.57 1 STA: 13+ L STA: 14+6.50 R (/�
�C ELEV,
16.50 R 0
STA: 7+92STA 5 7. \ FSET: 12.00 L OFFSET• 00 L 13+96.54 Ey _-1 W .,
OFFSET: 12 ' STA: 8+J4.07 EL�V: 4629.80 NOTES: 1 4636.27 A 0+00
1 A: 13+42.69 14+ 1 i
ELEV: 30,fi� 0 ET: 14.25
STA: 7+80.22 STA: +03.4 STA 6+41.11 r O� STA 13 .54 OF . 14.68 R Q V
OFFSET: 14.25 Ii" N/SLPy OFFSEI�16.39 FSET: 14.22 L ALL STATIONING AND OFFSETS ON CURB IS TO 1 y-� EL 4 .35 0 12.00 L 4+ 4 4635.47 1 �J W �1.�
ELEV: 4.630 7+7 ��A 4 9.55 EL 4629.69 BACK OF CURB. ALL ELEVATION ON CURB IS TO V STA 13+30. �ELEV: 4636.1 0� �4 2�69 N
/ STA: 6+14. FLOWLINE OF CURB. OFFSET: t L 5 J
STA: 7+67 `�' �' OFFS 12.00 STA: 6+53.49 1 E 4636.44 �Po ' 1 0
OFFSET: 16 0 OT�SE4 16.50 L tM STA: 1 .54 LLJ
ELEV: AS30 i S�': 8 \ .07 LEV: 29.49 of 4629.77 CONTRACTOR MUST CONSTRUCT CROWN 1 - jP� 0 1 R 1
/ L 46 a R \ STANDARDS.
IN ACCORDANCE WITH COB 1 ` / tEV: 5.98 1 Q Z
/ STA: + 57 -
0 ET-12.00 R ' \ \�. PAINT 556 L.F.(YELLOW)OF CURB IN BULBEO 1 X A: 13 .04 1 (�
�4630.06 \ '� OFF 12.00 R
STA: 6+ 57 \ AREAS(SEE SHADING) 1 -gr 13 69 4636.27
A: .7+80.22 OFFSET: 12.0° 0 14.25 R
\ 1
i 0 ET: 14.25 R ELEV: 4629.6 •\ 1 STA: 13f .35_ 4636.35 1
4630.17 RECORD DRAWINGS /� \ 1
OFF 16.5
STA: 6+40.22 \�-•, �1{,�
7 7.87OFFSET: R APPF�o ED - S2Dm■ 1 \ 1
16.56.5 4629.0 R ELEV: 4629.69 �
Q/ ^ E 4630.29 STA: 6+53.16, __
OFFSET: 16.50 R" TITLE ATE
/N \ ELEV: 4629.77 �,� , _
TD&>� THOMA$DEAN&HOSKINS,INC. 1 1
INTERSECTION OF FENWAY & TROUT MEADOWS RD F:NGINF.F:RINGCONSULTANTs
spoow
aws" �Z - �Eu W�"'n 1 INTERSECTION OF LAKESIDE DR & TROUT MEADOWS RD 1
CAD NU. 557-32.DWG
� � a� � F>• � � � � � >e� � � � � � � � � � � � � � � � � FSF>• i � SHEET320F 38
i
RECORD DRAWINGS 'N H
a =./2�- aS�/ZOsB f Gam,,
STA: 17t14.59 N I LEV: 4642.81
NAME TITLE DATE ORAOFFSET: 2 .50 L +ELEV: 4 2247 THOMAS,DEAN&HOSMS,INC. V zomSTA: 1+79.42 1+79.42 TD& EN(:[NEERINGCONSLIL'1'ANTSOffSET: 16.50 L aeur vruswNruuo=ET: 16.50 R
ELL1/: 464221 : 4642.21 1EM61oN "ASH ioNa ~ �OFFSET: 11425 L T:6 4.25 RTA 1
ELEV: 4642.39 4642.40STA: 1+54.7 54.73 53 LF OFFSET: 12.00 T : 12.00 R ( ) O ASPHALT
ST 16#70.33 -EL V° 464 -- - 842.59---EOL S 4124-19 L - STA: 1+39. - u40.23 -- - - (5 .2 CY)z MATCH EXISTING a CURB O MATCH EXISTING
OFFSET: 12.00 L : 12.00 RELEV: 4642. I642.81 - w CURB Z
U=
I I - ----- C7
I I I SET HIGH PT. AT z wa
J CATAM UNT ST MIDDLE TO DRAIN N W
I I I SAWCUT ASPHALT W
I ( CATAMOUNT ST I A A Z Q
................. O nr
(n N
f i NOTE: DUE TO FLAT GRADES ALONG >a z m
S 16�26.21 / ---- ---- ------ ............ CATAMOUNT, CURB WILL NEED TO BE wU U W rI
I 0 FSET: 20.27 L HAND-FORMED SO THAT THE FLOWLINE
I ELEV: 4 23.64 CAN BE WARPED TO DRAIN. LU O �wz
EDGE OF I 0 W rzo
ASPHALT o
I I u�w
L I �m
I 1 I STA: m N
I 1 OFFSF)T: 0.00.00 L
STA: 1 4+88.84 o I ELJ 4623.65 Q a
F- F
OFFSET: 15 84 L
ELEV: �i624.13 -
I%; INTERSECTION OF FEN WAY INTERSECTION OF SORA :3 o�
1 /^ & CATAMOUNT ST & CATAMOUNT ST Q
I I I
ED -
I I l DRAWFI BY: JLN
I 1 DESIGNED BY: JLN
I I QUALITY CHECK: DJC
D
RR ERS 0 20' 40' 60' ZLo K eos-057
I (
I I I I I I I
l i S C A L E
I I
PT 15 1. 1
EL 24 36 OF E L 1 I 1
I II
1
r STA: 1+79.4 STA: 1+79.42
I � OFFSET: 16.50 I OFFSET: 16.50 R 1 1
I ^ ELEV: 4642.4 ELEV: 4642.40
it I 1 STA: 1+88. 1
STA: 1+67 7 TA: 1+67.07 OFFSET: 18.50 Z
OFFSET: 14.2 L FFSET: 14.25 R 1 ELEV: 4641.5 1 O
ELEV: 4642 3 LEV: 4642.56 STA: 1+77. 3 N . ■ ■ , J
Illy Ilb STA: 1+5 .7 I ST : 1+54.73 NOTES: 1 OFFSET: 16.82 L 1 N
I OFFSET: 12. T o OFTSET: 12.00 R ELEV: 4641. 3 Q Q
-7y --ELEV- .6 �� ELEV--4642.73--- - ALL STATIONING AND OFFSETS ON CURB IS TO 1 STA: 1+59.6 1 Z
m -- -. - Y - -- - - -- - BACK OF CURB. ALL ELEVATION ON CURB IS TO OFFSET: 14.00 Q uJ
STA: 4+55.24 I
I STA: 1+3 .7 o SdA: 1+40.23 FLOWLINEOFCURB 1 ELEV: 4642.0 > 1 0
OFFS : 124. L- I OFFSET: 12. g I Ofj FSET: 12.00 R Z
EL 24.9a I I ELEV: 464 . E4EV: asa2.92 CONTRACTOR MUST CONSTRUCT CROWN 1 °� 1 (� O Z
w
I I TRANSITIONS IN ACCORDANCE WITH COB - m O
I I I STANDARDS. 1 STA: 1+3 .65 < I i 1 W
OFFSET: 14.0 L 3 Y Z
1 ELEV: 464 .35
I I m CATAMOUNT ST I PAINT 127 L.F.(YELLOW)OF CURB IN BULBED 3 W
I I I AREAS(SEE SHADING) 1 1 J N
Izl ppQ1
CATAMOUNT ST 1 R m W
3 II 'T
1 1 a Z
1 .... 1
I 18 I
- STA: 13+88.84 1 1
I I I OFFSET: 0.00 L 1 1
I ELEV: 4625.65 I
I� INTERSECTION OF BLACKBIRD DR
& CATAMOUNT ST 1 INTERSECTION OF WARBLER WAY 1
I
I - I
DAVIS LANE TRANSITION L . . . . L96JAU19WNT.rST . CAD NO. 557-33.DWG
SHEET 33 OF 38
H
z •.�v
z 30'-0"
w
w
azo
Q
0 13' 6" 33' 0" 13.-6. 00 r om
0 13'-6" o, a V zZ0
a MIN. 0'-0' 1'-0" ON
5'-0" 7, 6.. 2.-O�� 14.-6�� 14.-6. 2�_0. 7.-6�� 5. U"
10'-0" (VARIES) I-0" SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY BOULEVARD SIDEWALK 3
PROFILE
RECOVERY SIDEWALK BOULEVARD FINISHED CONCRETE CURB 9
ZONE 3,7 1/4" PER Fy —% GRADE -� & GUTTER
/a" Oz
2-02 PER FT
r 4" THICK /•.4 a
4" THICK
CONCRETE 3" ASPHALTIC CONCRETE
SIDEWALK / SURFACE COURSE CONCRETE Q
6" THICK MIRAFI 50OX EXISTING J SIDEWALK O4 O_
CONCRETE EXISTING GEOTEXTILE OR GROUND 6" CRUSHED GRAVEL BASE
SIDEWALK GROUND 4" CRUSHED GRAVEL EQUIVALENT COURSE (1-1/2" MINUS) 4" CRUSHED GRAVEL Z V J
SUBBASE LEVELING a
4" CRUSHED GRAVEL COURSE 12" GRAVEL SUBBASE (6" MINUS) COURSE
E LEVELING Q1
SUBBASE LEVELING W W Y
n
COURSE 33' WIDE ROAD SECTION ` m A WZ
10' SIDEWALK SECTION Q z0
0 4' 8' V L)) " W J
4' 8' I I I I I I w ch
w z'(
S C A L E o o x a�
S C A L E F. aw
1 1 < <<
1 a o00
Z 46'-6" z 6p-.
G G
J J
1 NA . Cm 30'-0,
1 0 11'-6" 26' 0" 8 a I W 20' 0" > Y>
1 a 5'-0" 5'-6' 2'-0" 16'-6" T 6" n I m m m
1 SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY
PROFILE 19: q:7 DRAWN BY: JLN
1 FINISHED
A:1 DESIGNED BY:
2 09 GRADE I o 0 0—_� QUALITY CHECK: DJC
1 _ 114 PER FT 0% 3-OZ. FUTURE t DATE: 9.&06
4.1 1 /� 3" ASPHALTIC CONCRETE
s 1 EXPANSION TO J/ JOB NO. B05-057
1 _ _ CREATE 26' SURFACE COURSE FIELOSOOK
4" THICK _ BLADE BACK TO I PARKING MIRAFI 50OX EXISTING LE OR 6" CRUSHED GRAVEL BASE
1 CONCRETE Y FINISH GRADE 1 CORRIDOR GEOEO�EQUIVALENT GROUND COURSE (1-1/2" MINUS)
SIDEWALK 3" ASPHALTIC CONCRETE \\\
SURFACE COURSE `EXISTING 12" GRAVEL SUBBASE (6" MINUS)
1 MIRAFI7OR -6"
4" CRUSHED GRAVEL - GEOEQUIV CRUSHED GRAVEL BASE GROUND
SUBBASE LEVELING EQUIVCOURSE (1-1/2' MINUS) TYPICAL SOUTH ALLEY SECTION
COURSE 2" GRAVEL SUBBASE (6" MINUS)
1 1 NO SCALE
1 HALF SECTION (WARBLER) 1 NOTES:
1 SOUTH ALLEY INVERTED CROWN AS SHOWN TO
0 4' 8• I 1 ACCOMODATE FUTURE 26' PARKING CORRIDOR- Z
cn
I I / I WEST AND NORTHEAST ALLEY SHALL HAVE THE INVERTED O_ Z
1 S C A L E CROWN 3' RIGHT OF PLAT CENTERLINE (MIRROR SECTION O
ABOVE). �_
0 U
ti 11' DRIVING LANE 11' DRIVING.LANE__. _..� 5' BIKE _ W
LANE m
RECORD DRAWINGS 50'-°" J Y a
APPROVE LT1f z 21 6' 28'-6" Q W Q
ok J o 0
NAME ElIlL g
DATE w
7'-6" 2'-0.. 12'-0" 12'-0" 2'-0" 8'-6. co
Z
THOMAS, DIAN TRAVEL WAY TRAVEL WAY BOULEVARD SIDEWALK W Q
,hD& DEAN&HOLTANS INC.�iVC. PROFILE
ENGINEERING CONSULTANTS J.7 FINISHED CONCRETE,CURB
I cxta�nus_wnuunN_xwsr[u u0ntwxt 2 07" GRADE & GUTTER W
i[POwxrstoN wsstxricaue 4.1 3.0 9 2-0% 2.09 W
—� W
Y 4" THICK U
CONCRETE CURB 5" ASPHALTIC CONCRETE CONCRETE
& GUTTER (SPILL) MIRA 50OX SURFACE COURSE (2 LIFTS) SIDEWALK
GEOTEXTILE OR 1 6" CRUSHED GRAVEL
EQUIVALENT EXISTING BASE COURSE (1-1/2" MINUS) 4" CRUSHED GRAVEL
GROUND SUBBASE LEVELING
12" GRAVEL SUBBASE (6" MINUS) COURSE
TYPICAL SECTION EAST 1/2 DAVIS LANE
0 Y 8' 12'
I I I I
S C A L E CAD NO. 557-34 DWG
SHEET 3Q OF 3$
RECORD DRAWINGS
N
J' 6
on Ai
TD&I� THOMAS,DEAN&HOSKINS,INC. "
ENGIN'EEWNGCOP(MIL U 'TS zo�
9 GRvr Euis-eoz[uu�-wwsReu MonrNw U ago
sPORAr+e wrsuacroa z z o
CUT LINE MAW 0-4ON
(DASH) 3
BOTTOM OF ___ J.� �� 0 100, 1 i0'
{rt-SLOPE .� l% I I I
--- ELEV: 4620.5 \�� S C A L E �j a
tj
' TOP OF SATURATION
{_ Cos A W z
- " \ ` zm Z w
1 WETLAND-BENCH --- _ - -=' '�?. \- ---- ��� oV) V o
ELEV. 4620.0 •���---- _ ' _ - - 1 w Z m
' VEGETATION EA \ ♦,-� 1 � w w
�.. PLACE 1' OF TO OIL ONCRETE CURB AND ���
GUTTER PIECES USED FOR -
_ (43560 $F) BANK STABILAZATION \ 'i
FILL LINE ` =�: _ - ¢ Q
(DOTTED) -
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I� DRAWN BY: JLN
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DESIGNED BY: JLN
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V \ QUALITY CHECK:
p �Q t3P - / % DATE: a_4_06
JOB NO. 605-057
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Ir I FIELDBooK
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VEGETATION DESIGN SHALL BE PER VAUGHN ENVIRONMENTAL W
VEGETATION SHALL BE TRANSPLANTED FROM AROUND THE SOUTHERN BOUNDARY OF THE LAKE Q Z
TOP OF SATURATION INTO THE WETLAND BENCHES AND THE WETLAND DETENTION POND. J LL, W
WATER ELEV: VEGETATION DESIGNED ZONE N
4621.5 BY OTHERS ELEV: 4622.5 3:1 WORK SHALL BE MONITORED BY VAUGHN ENVIRONMENTAL TO ASSURE PROPER PLANTING _J m
(V TOPSOIL) 6:1 PREFER 6:1 TECHNIQUES ARE APPLIED.
Q
WETLAND BENCH SLOPE VARIES \ �- �� Z
ELEV: 4620.0 - .� �` Q a
/ VARIES 12.00' U W
TO BOTTOM
SECTION A
35
CAD NO. 557-35.DWG
SHEET 35 OF 38
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RECORD DRAWINGS a A`•. .,
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DRAWN BY: JLN
/ / 0 3°- I DESIGNED BY: JLN
QUALITY CHECK' DJC
DATE: 8.4.06
JOB NO. B05-057
FIELD800K
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PAINT DOUBLE STRIPE (YELLOW)
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CAD NO. 557-36.DWG
- ---- ----- --- - -------- - -- - --- SHEET 36 OF 38
• '' — . i y .. .. ,--SIDEWRI-K
01'AL ...
+a SIDEWALK d SIDEWALK " - ------ -
• SIDEWALK r j boo
r° N
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MAXIMUM SLOPE MAXIMUM SLOPE -°- 0 - MAXIMUM SLOPE ^ > 0-4 �quo_
u=i
0 24"x60" TRUNCATED 0 24"x60" TRUNCATED ?-� 24"x60" TRUNCATED
I° DOME PANEL m DOME PANEL Z DOME PANEL
BACK OF CURB m"
BACK OF CURB N � BACK OF CURB �
0
y f y a zw
F GUTTER F GUTTER 24x60" TRUNCATED w
FRONT OF CURB FRONT OF CURB FRONT OF CURB F GUTTER DOME PANEL ca V x
BACK OF CURB F+ z J
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f v77 FBI Z
zm z
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FRONT OF CURB F GUTTER OQ QI z m
TYPE "A" PEDESTRIAN RAMP DETAIL 1 TYPE "B" PEDESTRIAN RAMP DETAIL 2 TYPE "C" PEDESTRIAN RAMP DETAIL 3 Irc) 0 w�
NO SCALE 3 7 No SCALE C Q 7 lu> 6CALE 3 7 w w w
o Qzo
5'"SIOEWRLK 12' BOULEVARD m
NOTE: SEE C.O.B. STD. '•' 4 N 6)
DRAWING NO. 02529-8 NOTES: TYPE "F" PEDESTRIAN RAMP DETAIL
FOR ADDITIONAL DETAILS 24"x60" TRUNCATED
DOME PANEL NO SCALE r�7
TYPE "J" RAMP J BOO
_ COB STD DWG NO. 2529-8 W/
. 7.5' BOULEVARD AND 8.5' BOULEVARD
TYPE "K" RAMP
• N . ' COB STD DWG NO. 2529-BA W/ RECORD DRAWINGS
" 8.0' BOULEVARD AND 3.5' BOULEVARD APPROVED G}0 m
L RAMPS SHALL HAVE 1:12 MAX SLOPE / E r� r
DAT
ASP PER ADA REQUIREMENTS. w.rae�trY ��71TLE r 8^ZS o$ DRAWN BY: JLN
DESIGNED BY: JLN
o SIDEWALK SHALL HAVE 1:20 MAX SLOPE QUALITv CHECK: DJC
p�ii���� THOMAS KI DEAN&HOSNS,INC. DATE 8.
PER ADA REQUIREMENTS. TDOG tj��) ENGINEERING CONSULTANTS JOB NO. Boy-057
Ga T r,•us-eozoaw-wwsvEu uoutuu
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8.5' BOULEVARD 15'.SIDEWALK
BACK OF CURB 24"x60" TRU 4'WD'-- 6' SIDEWALK 9.5- BOULEVARD
- 5'•S EWALK 12' BOULEVARD DOME PANEL
24"x60" TRUNCATED �• ___ _
DOME PANEL -�-� Y„ m
21-1:1 .15 •. cn
TYPE "D" PEDESTRIAN RAMP DETAIL 5 MAX R N
NO SCALE 37 -
4 x
0" TRUNCATED
24"x60" TRUNCATED DOME PANEL N a
10' SIDEhALK~ 7' BOULEVARD DOME PANEL
NOTE: SEE C.O.B. STD.
DRAWING NO. 02529-8 '• '^•'
FOR ADDITIONAL DETAILS BACK OF CURB Q
24%60" S UNCATED BACK OF CURB o
-DO E PANEL a •') < m m Z
I 'A
• K N R'S, m s• VI Q
a m c
• - 24"x6O" TRUNCATED > N W
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FLOWLINE OF GUTTER 0000;o° FLOWLINE OF GUTTER f/) ui
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FRONT OF CURB�' �
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� FRONT OF CURB U
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DDOOM60PANELNCATED TYPE "H" PEDESTRIAN RAMP DETAIL $ DOME PANEL
35 NO SCALE 37 TYPE "I" PEDESTRIAN RAMP DETAIL 9
10
TYPE G" PEDESTRIAN RAMP DETAIL 7 NO SCALE
"
BACK OF CURB NO SLAI.L 3 7 7
24"x6O" TRUNCATED
DOME PANEL
TYPE "E" PEDESTRIAN RAMP DETAIL 6
NO SCALE 37
CAD NO. 55737.DWG
SHEET 37 OF 38
�N
NEENAH FOUNDRY NO. R-3295A HEAVY DUTY
CAST IRON GUTTER INLET FRAME, TYPE DL GRATES o
RECORD DRAWINGS _
REMOVABLE EXPANSION & CURB BOXES OR EQUAL. ad
GRATES JOINT
APPRQVED f /�7 /� 01
A 10 3/4"t
o 3RAD W6X12 10 3 4"t -j NamA ME `TITLE
Jo'1`•y DATE co F
3 THOMAS,DEAN&HOSKINS,INC. z
38 a N ��\ d
- - #4's AT 12" Q.C. TD&ipe�J ENGINEER►NGCONSlT1,TANTS F
W6X12 EACH WAY �`�1✓✓ Gwspo �-90MAW-KAusrai w�vmow
wco r.7
(VERT. AND HORIZ.) �nsTaN roano O .'7
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0� PIPE PIPE I 8" C
O e �� NOTES: SJ U i
1.SET IN PLACE WITH 5/8"x24" STEEL PIN. z u
GROUT SPACE AROUND PIN.
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2.REINFORCE WITH 4-#4 LONGITUDINAL BARS 1- W W r
EACH WAY - - m 10" AND WRAP WITH W1.5 OR LARGER WIRE AT �-1 Q W z
)f4's AT 12" O.C. •• 4 1/2' PITCH. TIE W1.5 OR LARGER WIRE zm <
TO EVERY REINFORCING BAR AT 2' CENTERS. p I I••i w
(VERT. AND HORIZ.) 6' 3 0" 6" (114.)HOLE w4 Wm
0 U) V) n
DOUBLE INLET DETAIL 1 CURB INLET SECTION B CURB INLET SECTION C 'Zo
NO SCALE 38 ^ h••I �YN
v NO '.CALF 38 NO SCALE 38 °a � � W� vOaiw
7'-0'
PRECAST CONCRETE PARKING BLOCK 5
NOT TO SCALE 38 w
co ca
1-4 LAYERS (SEE NOTES) DRAWN BY: JLN
OF 2" THICK, HIGH DENSITY
ED BY: JLN
8'-0"INSULATION LENGTHS TYP RIGID BOARD INSULATION OUAL�ITY CHECK: DJC
(OFFSET JOINTS) I n.
CENTERED ABOVE PIPE 4' P I DATE: 9.8.06
THICK
LAYERS (SEE NOTES) OF 2"HICK, HIGH DENSITY RIGID BOARD JOB NO. 805-057
INSULATION CENTERED ABOVE PIPE FIELDBOOK
NEW UTILITY MAIN NEW UTILITY MAIN - (OFFSET JOINTS)
,,I`• ',. !�BACKFILL MATERIAL --
PIPE
BEDDING
MATERIAL
TRENCH INSULATION DETAIL 2 SECTION D J5 �S.q
Nu AI_E 38 NO SCALE
U
1h (rs
24' (IYP.)
Z
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INSTALL FLEXIBLE
INSTALL FLEXIBLE `DELINEATOR POST ; IF�i
z DELINEATOR POST :! Q �Q
h _ 50'-0" w 35 �DIbS RPO\US = —�
u 35 Q
23'-0" 2'-0" 19'-0" _ 5'-0" a
0"
BOULEVARD SIDEWALK 1 W
CONCRETE CURB r _W Q
& GUTTER CURB PAINTED YELLOW W
CURB PAINTED YELLOW
3.0%
4.0% 2.OX
_ RADIUS 35•RADIUS W
4"THICK CONCRETE
GEOTEXTILE SIDEWALK U
NOTE:SIDEWALK SHALL BE 6' WIDE, AND 6" INSTALL FLEXIBLE \\`-INSTALL FLEXIBLE
DEEP IN PARK AREAS AS SHOWN IN 4" CRUSHED GRAVEL DELINEATOR POST DELINEATOR POST
COB STD DWG NO. 02529-15 SUBBASE LEVELING 33' (TYP.)
COURSE
CATAMOUNT - NORTH EDGE 3Q
0 4' B' 1 38
I I I I i CURB BULB DETAIL 4
S C A L E
Ho 38
CAD N0. 557.38.DWG
SHEET 38 OF 38
RECORD DRAWINGS A 346PEZ_
APPROVED
Zu 8 18 0j� iotieL �•,...
Z �t—
NAMF — Y LE DAIC i�nrr
rill ii
NEW PIPE INSTALLED-1/23/07 _ V tom
TD&I� F.NTHOMAS,DEAN&HOSxtNS,INC. Z 0
GINF.ERING CONSULTANTS l.y �_
+yP STEEL WELDED GRATING W/ GREAT
0 5 ��
ti Gee s� m " BAR SIZE AT 1 SPACING
Z
SPACING AND CROSS BARS
AT 2" SPACING (A36 STEEL). o_ Q
APPROXIMATE WEIGHT OF 18" m a
WIDE PANEL = 1501b.
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a4ll" RCP m 1 48" RCP a ^N
2" N> A z a
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2. Z:..___ 1.5' --L5• O I O O FO
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8'-4" BLOCKOUT DETAIL 2
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NV SCALE 1 Ji L
DIVERSION STRUCTURE. PLAN 1 m Go co N
DRAWN BY: JLN
0 2 4* f� 1 DESIGNED BY: JFP
I II I DUALITY CHECK: JFP
DATE: 9.28.06
S C A L E JOB NO, B05-057
FIELDBOOK
ELEV=4631.45 TOP OF WALL
GRATE ELEV=4631.45 STEEL GRATE ELEV=4630.95
J
FINISHED GRADE) / II 4'-1" I `FINISHED GRADE Z
II r
Q
-------- II I BLOCKOUT SLOT
N4 ® 12` O.C. -- (/ II rELEV=
- SEE DETAIL 2 _ QEACH WAY \ II " .C. a >_RCP
Y WRIP
NEW %; ; \IRR C 3 I48" RCP Z
21"x15" CSPA II IRR CL3INV=4628.35 ( 4 ® 12" O.C.
EACH WAYBLOCKOUT II WSLOTI8" CONC.---_--- ___ WALL (TYP) W k4 0 P3 �4825.12 J Z
12" O.G. o
B" CONCRETE 2'-0" ;o1'-0. INVERT 4625.11 WALLSWALLS (�� " I� - � (�
12 O.C.N
N4 0 12" O.C. 1•_0.• �/4 ® 12` O.C. #4 ® tO Q
EACH WAY
EACH WAY 12' O.C. iv W
1-0" V
SECTION A SECTION yt
1 1
0 2' 4' 6'
0 2 4 b I IIIII I I
IIIII I
S C A L E S C A L E
CAD NO. 551-38A.DWG
SHEET38AOF 38