HomeMy WebLinkAboutCattail Creek Subdivision Phase 1 4�0 N.T A/I,
RECORD DRAWINGS
CATTAIL CREEK SUBDIVISION A��1°��ry T�E DATE
NAl
PHASE 1 - K.�E Ill! —DATE
—
TD& �rxoHrns, DEAN & H06KINS, u�tc. U o=
ENC/NEERINC CONSULTANT'S
CITY OF BOZEMAN, MONTANA GREAT FALLS NOJl MAN—KALISPCLL MONTANA
SPOKANE —SHINGTON
LCWISTON If)AViO
I-_i ored for
LEGEND SANDAN, LLC GENERAL NOTES: 0O
NEW XE ISTING DESCRIPTION 13 S. WILLSON AVE. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE x rn
BOZEMAN, MT 59715 FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. O
CURB & GUTTER -18
U
® INLET & INLET APRON 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WARES WHICH INTERFERE WITH THE
SD24 CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY.
STORMDRAIN
O MANHOLE 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING TRENCH EXCAVATION W a
TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE ^
8' BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. z ~
s SANITARY SEWER Z
H.. �f,' 0 V�.
V, _ WATER MAIN CATTAIL CREEK 4. EXISTING FITTINGS ARE SHOWN. BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR N
SUBDIVISION SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO LUit It
p FIRE HYDRANT U U U O u
SEWER OUTFACE ORDERING NEW FITTINGS.
YET BLOWOFF HYDRANT O U O
5. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINSTS OR CONCRETE THRUST BLOCKS AT ALL F
N oa VALVE pr/ �//7//7 WATER LINE FITTINGS, VALVES & FIRE HYDRANTS, AS DESCRIBED IN THE SPECIFICATIONS.
UNDERGROUND TELEPHONE
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. '
E OVERHEAD ELECTRIC
-) GUY WIRE & ANCHOR ? 7. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO
`j w w w "111
CATTAIL CREEK } /G/ ( ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. Q Q Q
9 LIGHT (LIGHT POLE) SUBDIVISION
UTILITY POLE G
A STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & �]
m I { {""5 o- B. ALL EE n�7VC
RESET BY CONTRACTOR.
0 CENTERLINE MONUMENT 5 I 1 -
I I �� 9. ALL STORM DRAIN MANHOLES ARE 5'0 UNLESS OTHERWISE NOTED ON PLANS, (MH NO. 40 & 41)
DECIDUOUS TREE -I d f!2r SEWER MANHOLE SIZES ARE NOTED ON PLANS. m m m
(CONIFEROUS TREE I a e.e t ° ,P
I 10. MAINTAIN A MINIMUM OF 11 FEET HORIZONTAL SEPARATION BETWEEN CENTERLINE OF SEWER
O SHRUB OR BUSH I-� f _ (:I . AND WATER LINES. DRAWN BY: Mwc
DESIGNED BY: DJC
® HEDGE 11. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS QUALITY CHECK: DJC
�-o -0-- WOOD FENCE I, I -_ 1 & WATER LINE CROSSINGS. DATE: 915101
f,C _ JOB NO. B98-07
—•—•—•— WIRE FENCE F? - -r�9"�a '� 13. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES. CONCRETE SLABS, ETC.) THAT INTERFERE FIELDBOOK 839
n CURB STOP I..t � ..� WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER.
1 �
BUILDING �. �---- ?s�r'z
ciry lours7
STREET SIGN i' � a �� t' SCHEDULE OF DRAWINGS
c9+ CONTROL POINT j c ) I tom.= ��❑ s SHEET N0. SHEET NAMF
O TELEPHONE RISER t
LT I "9"s 1 COVER SHEET
ELECTRICAL BOX
L J ®❑ QL1 2 SITE GRADING PLAN, SURVEY DATA/BENCHMARKS
------- EDGE OF ASPHALT W
3 OVERALL UTILITY PLAN (n
------- EDGE OF GRAVEL G " y --
4 SANITARY SEWER; N. 2/IH AVENUE Q
545� SPOT ELEVATIONS VICINITY MAP 5 SANITARY SEWER; N. 27TH AVENUE, HAMILTON COURT & MADISON COURT a
—4655 ------ 4670----- CONTOUR 6 SANITARY SEWER; CATTAIL STREET
----------------- EXISTING GROUND IN PROFILE 7 SANITARY SEWER; CATTAIL STREET Z Q
- FINISH GRADE IN PROFILE 8 SANITARY SEWER; CATRON STREET Q
UTILITY LINE IN PROFILE 9 SANITARY SEWER; WARBLER WAY W
W
10 SANITARY SEWER; WARBLER WAY > 0
c�� 11 STORM DRAIN; CATRON STREET_ m
SECTION OR DETAIL 12 STORM DRAIN; WARBLER WAY & CATTAIL STREET =) Z w
A DESIGNATION SYMBOL 13 WATER; N. 27TH AVENUE
3 14 WATER; N. 27TH AVENE, HAMILTON COURT & MADISON COURT Y W O
SHEET NUMBER WHERE REAT FALLS 15 WATER; CATTAIL STREET W N V
SECTION OR DETAIL - _ _ _
IS SHOWN /< - 16 WATER; CATTAIL STREET m
17 WATER; CATRON STREET V
HELENA
ABBREVIATIONS 18 WATER; WABLER WAY
BUTT
® AT MIA MANHOLE _19 - WATER; WABLER WAY
ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER , ( 20 STREET GRADING PLAN; N. 27TH AVENUE
- BILLITII JJJ _
CONC. CONCRETE MIN. MINIMUM 21 STREET GRADING PLAN; N. 27TH AVENUE, HAMILTON COURT & MADISON COURI
CONST. CONSTRUCTION NO. NUMBER -. --- - U
CT. COURT PVC POLYVINYLCHLORIDE 22 STREET GRADING PLAN; CATTAIL STREET
0 DIAMETER RCP REINFORCED CONCRETE PIPE 23 STREET GRADING PLAN; CATTAIL STREET
0.1. DUCTILE IRON PIPE SIM. SIMILAR --- --
DR. DRIVE STA. STATION PROJECT LOCATION - 24 STREET GRADING PLAN; CATRON STREET
DWG. DRAWING STD. STANDARD 25 STREET GRADING PLAN; CATRON STREET & WARBLER WAY
ELEV. ELEVATION ST. STREET -
EXIST. EXISTING TYP TYPICAL 26 STREET GRADING PLAN; WARBLER WAY
F.E.T.S. FLARED END TERMINUS SECTION W/ WITH LOCATION MAP 27 SECTIONS AND DETAILS
L.F. LINEAR FEET YPC YELLOW PLASTIC CAP - - -- --------
28 POND "A" PLAN AND SECTIONS
CAD NO B9807-01.DWG
29 POND "B" & "C" PLANS AND SECTIONS -
SHEET 1 OF 29
P\ I 0NTA4,
\I I I CON IROL POINT 19 *� 9;
-----J� 2�ALUMINUM CAP ll GAVIG
N ---- N 11713877 TEMP BENCHMARK RA R
ARROW BOLT ON 87 6709PF
FIRE HYDRANT Ip W
C
_ -- _---- Iv
POND "A• r,� tCA
-
T
ICA
/8' BAR
NT
CATRO EET -----i -- ELEV4=4654.419
1 t
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0 100' 200' 300' p
I I INVERT DITCH- 51.6
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"V" BOTTOM CW B �•�'
- \ SEE SH 27
I_
NOTES: I ) r 2
--
1. ELEVATIONS SHOWN ARE ON CITY OF BOZEMAN DATUM I %.1
5
2, PARK BOUNDARY MARKERS SHALL BE INSTALLED AT O O
THE LOCATIONS SHOWN WITH AN 'i SYMBOL04
-
I
Fc4R6L PANT 18 ^
` REBAR WITH YPC T }}
E 755,46..1 24 m m m
� {6.652
POND "B"
C,e
DRAWN BY: MWC
- DESIGDJC
NED BY:
II I QUALITY CHECK'. DJC
MADISON C 3 m ; DATE: w5l01
JOB NO. B98-07
FIELDBOOK 839
1 _ I
1
CATTAIL SiNLLT(l„ I - - ---- ,� r
INVERT DI =4663.50.-\ �� I'I. W
N 1 .27 t
& ,r 267.71 _
4
_
N 10383,473 '� , ,`�'•
I E 5161.2 4669,
ELEV. 669.76 _ I -Gp� O Z J
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N 10201.925 � II 4
E 4892.139 I 1 II '0 - II® - � / ✓� \ \ tL� •. � __ _ '
ELEV. =4673.74 Gv _ - •y ___ - vJIU^
It M(' BENCHMARK �...
"X'ON ARROW
T PTV 7 Ir'Z �4 r :� BOLT INUPPER
FLANG
t I i rw1 «t•uL.,
f, HYDRA
OF FIRE Q
1 I NT (U
Ge' (, �'! d �f 11��� 0 EIEV =46767}
SPIKE IN EAST SIDEOF POWER POLE
I
2.'ABOVE GROUN
=479.96D �I i A � sma eva Isoe caxclKn —• I /• _` j I C
! I
ELEV. 6
POINT I y y _y�s - l�l ---. -_ l` _ t
REBAR 1 1 --- °�EADMAN
CONIROL it01 2 N 10000.000 \ y y y 1 r-- CONTROL POINT 8 j I
!"SPIKE I I CAT1All STREET U E 6000.000 y i 5/8-REBAR
N 9804.962 I i - _ELEY.=1673.56 y I I E 7599.500 `\
E 4908.036
ELEV. = 4678.04 i i i I � � y y y �4 CLEV. =4673.82 :I � CAD NO. 69807-02.DWG
f z ` a SHEET 2 OF 29
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SEE SHEET 28 WATER PLANS - 3
SEE SHEET 17
S CATRON STREET - STORM DRAIN PLANS LPS z.
8 SA ITARY SHEET$BWER PLANS SEE SHEET 11 Q
0 100' 200' 300' 1 11 10
I I I ER
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I SEE SHEEPLAINT 14 1 N 1 TARGET N
S C A L
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1 ' z Z I SANITARY SEWER PLANS > fhzi77
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6 SANITAR'(SEWER PLANSI w w w O LLwz
SEE SHEET 5 0 0 0 rrl ao
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1 I ' SANITARY SEWER PLANS w ww S O F F
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SEE SHEET 18 ! 0 C3 C3
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I _ �� DRAWN BV: MWC
Off' I MADISON CT •; m :1 DESIGNED BY: DJC
3 QUALITY CHECK: DJC
W 1 w 1 SANITAR SEWER PLANS �i
I SEE SH ET 5 DOB NO. B9e.o7
x I 5 4
y 4 I FIELDBOOK 839
I STORM DRAIN LANS WATER PLANS
• I SEE SHEET 12 SEE SHEET 16
2
9
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• I SANITARY SEWER PLANS 4 r
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SANITARY SEWER PLANS V
SEE SHEET 6
DEADMA
1 CATTAIL STREET J ^\
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? CAD NO. B98D7-03.DWG
m
•I SHEET 3 OF 29
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M 15, z 1-_..__._ 0.73"/ FT
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NOTE: i Q
1. ALL 8" & 4" SEWER PIPE IS TO BE SDR 35 PVC
2. ALL 24" SEWER PIPE IS TO BE ASTM F-794 I
Q
SERIES 46 PVC (SEE SPECIFICATIONS) C� DRAWN BY: Mc
DESIGNED BY: DJC
, QUALITY CHECK: DJC
DATE: 915101
I JOB NO. 1198-07
FIELDBOOK 839
TYPE 2 EXCAVATION
TYPE A BACKFILL
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35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 CAD NO. B9807-04.DWG
SHEET 4 OF 29
7
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aw 48+00 49+00 50+00 51+00 52+ WARBLER WAY SEWER ( )i W yN
N 10865.87
=1 F 1 $ 8" 0 + � _ _E 6660.64 - - 6659.07 _
--- - - ( G C O
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_________- ________ _____ _.__. N 10
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p I w <o„o m ELEV 4647.03 TYP ELEV 4647.23 ELEV 4652.64 TYP
o + r< 3/8"/FT 3/8"/FT
+ W w.-. �nm NOTE: 1/4"/FT NOTE: 3/8"/FT DRAWN BY: MWC
O c - I 1. ALL 8" & 4" SEWER PIPE IS TO BE SDR 35 PVC 1 DESIGNED BY:
1. ALL 8" & 4" SEWER
m PIPE IS �0 BE SDR 35 PVC DJC
<� F n 1
ry �^z w QUALITY CHECK'_ DJC
Q NOTE: DATE: W5(01
1. ALL 8" & 4" SEWER PIPE IS TO BE SDR 35 PVC JOB NO. B98-07
FIELDBOOK 839
4680 4680 4680 - 4680
TYPE 2 EXCAVATION TYPE 2 EXCAVATION TYPE 2 EXCAVATION w
TYPE A BACKFILL EXISTING TYPE A BACKFILL TYPE A BACKFILL O
1 GROUND
4670 - 4670 - V
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CAD NO. 09807-0S.DWG
SHEET 5 OF 29
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QUALITY CHECK: DJC
it I I a N Z J ¢uo O Z �` +S DATE: 916/01
I a z a a� '^w,-. 2. ALL 24" SEWER PIPE IS TO BE ASTM F-794, JOB NO.
III J iy n m N �°'o oo a w^� a'^+r SERIES 46 PVC (SEE SPECIFICATIONS) B98-07
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B+oO s+oD to+oo n+oo 12+00 SHEET 6 OF 29
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SERIES 46 PVC (SEE SPECIFICATIONS) JOB NO. B9"7
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FIELDBOOK 839
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FIELDBOOK 889
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SHEET 11 OF 29
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SHEET 12 OF 29
DAVID J.
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INSTALL 4 WATER SERVICES RIGHT CATTAIL DR. WATER U QUALITY CHECK: DJC
DATE: 915101
JOB NO.I F EDBOOK B98839
TYPE 2 EXCAVATION _
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37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 CAD NO. B9807-13.DWG
SHEET 13 OF 29
NOTES: „
1. MAINTAIN A MINIMUM OF 18" VERTICAL 1 ON TA I
SEPARATION BETWEEN OUTSIDE OF SEWER/
STORM DRAIN AND WATER LINE CROSSINGS
2. THE CONTRACTOR SHALL INSTALL MEGA LUG
RESTRAINSTS OR CONCRETE THRUST BLOCKS
AT ALL WATER LINE FITTINGS, VALVES & FIRE
HYDRANTS, AS DESCRIBED IN THE fr
SPECIFICATIONS. „1/O,1A1 t
3. ALL WATER SERVICES ARE 3/4" IN SIZE AND
PLACED IN CENTER OF LOT UNLESS OTHERWISE -7'7
NOTED. SERVICES SHALL BE NO CLOSER THAN o
0 50' 100' 150' 18" FROM OTHER SERVICES ALONG THE MAIN 'Z o
I I I I I I I 4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT,
S C A L E AUXILIARY VALVE & BOX, DRAIN GRAVEL AND �
3
CONCRETE THRUST BLOCK (SEE CONST. STD.
\ + NO. 02718-4) 0 50' 100' 150' 0 50' 100' 150' z
INSTALL 1 WATER SERVICE LEFT \\\\\ I I I I I I I I I I 0 Q
Z\ \ \ S CAL E S C A L E V)
z uj
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SEE SHEET 18
FOR WARBLER rn ----- r�As" z FOR WARBLER �7�e" z o
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NJ ate= INSTALL 1 WATER SERVICE RIGHT = � _ Nv I 1 Ny
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✓�'y W DESIGNED BY: DJC
SEE SHEET 19 Q
QUALITY CHECK: Bic
FOR WARBLER
WAY WA1FR DATE: 9/5/01
r r JOB NO. B9"7
FIELDBOOK 039
4680 4680 4F F.
I_ TYPE 2 EXCAVATION TYPE 2 EXCAVATION TYPE 2 EXCAVATION
TYPE A BACKFILL EXISTING TYPE A BACKFILL TYPE A BACKFILL D
GROUND O
4670 - 4670
Z
----- "-- FINISH Lu N 0
GRADE 4670 4670 a Q
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STA. 47+50 TO 53+53 INSTALL 603
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4w 1 O 4650 - 4650 _ I; 46
J STA. 0+89 TO 3+17 INSTALL 228 STA. 0+89 TO 3+17 INSTALL 228 J W
x I L.F. 8" CLASS 51 DUCTILE IRON PIPE L.F. 8" CLASS 51 DUCTILE IRON PIPE a
F Z
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48+00 49+00 50+00 51+00 52+00 53+00 1+00 2+00 3+00 1+00 2+00 3+00
CADNO- B9607-14_DWG
SHEET 14 OF 29
amP07
DAVID J
CRAWFOR.,,
nJ-'jJ-d4
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:.
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INSTALL 3 WATER SERVICES LEFT I I I I I
S C A L E rn Z � F
STA. 5+34 TO 6+92 DEFLECT z e O O
WATER MAIN AROUND CURVE o w ti n a r z-
(DEFLECTION NOT TO EXCEED u .N-a z °'' > a z 3 U M z
MANUF. RECOMMENDATIONS) z N a w m ♦2 Y -a Q 1W+1
z n o I + NOTES: o 0
N v 0 �i W ±W 1. MAINTAIN A MINIMUM OF 18" VERTICAL O V
SEPARATION BETWEEN OUTSIDE OF SEWER/ o O
O �_ G\� STORM DRAIN AND WATER LINE CROSSINGS 0 w J
� m a 2. THE CONTRACTOR SHALL INSTALL MEGA LUG �O J
an
1 Z,y ��s- RESTRAINST' OR CONCRETE THRUST BLOCKS �Z
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1
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W G VEL ,,�, :"d m N n HYDRANTS, AS DESCRIBED IN THE rn A W z
'+ ATIONS Z z
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I Z i i o o n It o n - --' -_ _ f o V~I J 0 1..1
Q 'I I ----T--� N N .T > a`y w Q
J n I i m o w o iv W N a ri PLACED IN CENTER OF LOT UNLESS OTHERWISE W K K K 4.6
-1 I I ' I , F m y f a f> d J x - ''N NOTED.
FROME OTHER SERVICES ICES SHALL E ALONG NO THEMAIN fUn Y/1 to W
it I + Al l W W W
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Q ' ' ' <w z N w z
r AUXILIARY VALVE & BOX, DRAIN GRAVEL ANC
t m a CONCRETE THRUST BLOCK (SEE CONST. STD.
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it I I - 1& z p i INSTALL 1 WATER SERVICE RIGHT DESIGNED BY: DJC
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I I I it I STA. 0+74 TO 0+96 REPLACE u w ro m o m QUALITY CHECK: DJC
13 S.Y. GRAVEL o -'z JOB DATE:: 9!5/01
B98-07
FIELDBOOK 839
1 1 II IQ-N �10-pN z1z
I
TYPE 2 EXCAVATION Lu
FINISH TYPE A BACKFILL
GRADE
4 r.80 1 1,,80FINISH
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n n n n :p Ip 10 b Ip N N a} Yl M N N O O OI m
a a a a a a a a a a c a a v e a a e a < a a a a
+r.ri 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 CAD NO. B9807-15.DWG
SHEET 15 OF 29
N 1. MAINTAIN A MINIMUM OF 18" VERTICAL , *_ DAVID
SEPARATION BETWEEN OUTSIDE OF SEWER/ CRAWFORD i
STORM DRAIN AND WATER LINE CROSSINGS NO. 8709PE'
V
2. THE CONTRACTOR SHALL INSTALL MEGA LUG
�c
RESTRAINSTS OR CONCRETE THRUST BLOCKS m w +
AT ALL WATER LINE FITTINGS, VALVES & FIRE o x o� N m d _ +
HYDRANTS, AS DESCRIBED IN THE F Z m¢ a Gn �'- O ¢zo
w i LD O z
SPECIFICATIONS. N l ox
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n F iu111„`" rc�
Oa _ ____________________________ U O
A WATER SERVICES ARE 3 4" IN SIZE AND N -
u
3. A E / ly \ + --..--------- ------__-. SEE SHECT 13 ET)K zz-
PLACED IN CENTER OF LOT UNLESS OTHERWISE y \ F 0 --- - o-
NOTED. SERVICES SHALL BE NO CLOSER THAN ^¢ _--" _ _ - _ -_ N. 27TH AVENUE Nr 00 m N
18" FROM OTHER SERVICES ALONG THE MAIN �� v~¢i z z vwi
4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, W Till
AUXILIARY VALVE & BOX, DRAIN GRAVEL AND �,� +,� �� - z '
0 50 100 150 CONCRETE THRUST BLOCK (SEE CONST. STD. i 2 �y F
I I I I I I I NO. 02718-4)
S C A L E \ _
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w ii x QUALITY CHECK' DJC
y! d J w DATE: 915101
JOB NO. B98-07
FIELDBOOK 839
o .
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STA. 14+16 TO 14+28, w O
STA. 14+88 TO 15+04 INSTALL STA. 18+75 TO 18+87 &
TRENCH INSULATION ABOVE PIPE STA. 19+35 TO 19+47 INSTALL
SEE DETAIL 1 TRENCH INSULATION ABOVE PIPE V
1 e SEE DETAIL
1
4650 46E. Q
w I
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= L.F. 12" CLASS 51 DUCTILE IRON PIPE w
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o m �m
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N N m N Z N
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m of m ill r'] N
N O a a a m N ul �l1 ill Jl
m m m m m m m m m m
a a a a a a a a a a a a a a a a
CAD NO. B9807-16.DWG
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24100 25+(, ISHEET 6 OF 29
INSTALL 3 WATER SERVICES LEFT xw oz 8709
�zz
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NO. 8709E
N a omN��
w a i w O
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1
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- - - -- - -- - -------- - -- - -
VI
0 50' 100' 150' o - z IOy
W W W ,W
S C A L E a z
_— 0 3
NOTES: _�- - --- I 1 --- I - --- IWATER
O O---'- ---- ------ - ------ ----------- --- --------------- ---------- - v1. MAINTAIN A MINIMUM OF 18" VERTICAL w SEPARATION BETWEEN OUTSIDE OF SEWER/ a S CATRON STRE STORM DRAIN AND WATER LINE CROSSINGS + - V 2. THE CONTRACTOR SHALL INSTALL MEGA LUG =p� SEE SHEET 18 FOR ;o SEE SHEET OpRESTRAINSTS OR CONCRETE THRUST BLOCKS O U m } WARBLER WAY WATER "a N. 27TH AVO tq V N
AT ALL WATER LINE FITTINGS, VALVES & FIRE / . . ~w Q I A 0 a > c'
HYDRANTS. AS DESCRIBED IN THE + o a rI 'x a F o ;o U.1
U U U W
SPECIFICATIONS. W + W M F Cj I io a z P m to 0)co
3. ALL WATER SERVICES ARE 3/4" IN SIZE AND + + W ^a gip _ f�w 4wz
PLACED IN CENTER OF LOT UNLESS OTHERWISE �. .� w t +1O D a0
NOTED. SERVICES SHALL BE NO CLOSER THAN m z z N tZ x � ✓� 1�2
N wow
co
18" FROM OTHER SERVICES ALONG THE MAIN 0FT101
4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT,
AUXILIARY VALVE & BOX, DRAIN GRAVEL AND
CONCRETE THRUST BLOCK (SEE CONST. STD. 1 WW
NO. 02718-4) > Q Q Q
m m m
DRAWN BY: MWC
DESIGNED BY: DJC
QUALITY CHECK: DJC
DATE: 915101
JOB NO. B98-07
FIELDBOOK 839
TYPE 2 EXCAVATION
TYPE A BACKFILL
4660
4660
INISH
EXISTING - GRADE W
GROUND Q
--- _
z -- EXISTING
GROUND
U O Q
v! FINISH z Q W GRADE
Ei z O
ui
w m F
a Z
cl) Q
Yw
n w N Q
STA. 13+84 TO 13+96 INSTALL W O
TRENCH INSULATION ABOVE PIPE STA. 12+55 TO 22+84 L.F. 8?CLASS 51 DUCTILE IRON TALL 1029 STA.
RON PIPE L.F 12" CLASS 0512 DUCTILEINSTALL+89 IRON PIPE V co
SEE DETAIL e
7
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d d N m m d O d W O 10 N
O N N N1 M ✓) N N Mj d d d N d d F'1 17 N 17 M
d a d d a a a d d d a d a a a a a a a d a a d a d a
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0(, CAD NO. 139807-17-Dwc
SHEET 17 OF -,
Y`,T 1-1
DAVID J
CRAWFOR,
I, 8709-I _-
�--- INSTALL 4 WIp TER SERVICES LEFT � (� � I/Cj 1.j�Itr1 C��-•
I I STA. 10+28 TO 11+36 DEFLECT
0 50 100 150 U 1 WATER MAIN AROUND CURVE �o
I I I I
S C A L E z (DEFLECTION NOT TO EXCEED
O U ao=a
p
c z MANUf. RECOMMENDATIONS) o=o
3 SEE SHEET 14 FOR J SEE SHEET 14 FOR _O 8 LF OF INSULATION CENTERED ~ �a
SEE SHEET 17 FOR
CATRON STREET WATER HAMIL TON COURT WATER Q HAMILTON COURT WATER OVER SERVICE DUE TO S.D.
NOTES: g
1. MAINTAIN A MINIMUM OF 18" VERTICAL _ _
ti� z
SEPARATION BETWEEN OUTSIDE OF SEWER/ -- ---------- --- -- ------
_ - ----.. .---- -'_.
STORM DRAIN AND WATER LINE CROSSINGS -- � � . I �.__ _________ -_____ �s O
2. THE CONTRACTOR SHALL INSTALL MEGA LUG
2+00 —� ,s Z> 0
AT ALL INSTS OR CONCRETE THRUST BLOCKS 1t00 4t0 C1J $+0 + 1'6 0 I 7+00 S+QO 9 .x' 3 �y
AT ALL WATER LINE FITTINGS, VALVES & FIRE 1- I- I- 1- - 6 Z W Z
HYDRANTS, AS DESCRIBED IN THE W 8"
SPECIFICATIONS. W W W W g .,.`- _ J` o Z O
3. ALL WATER SERVICES ARE 3/4" IN SIZE AND - - _ _ _ _ - -
PLACED IN CENTER OF LOT UNLESS OTHERWISE ` - I - - - - - - _ _ o C
-------.. ------ - - --- -- - 1 - - - ,- o 0
NOTED. SERVICES SHALL BE NO CLOSER THAN -------- ---- -- ---- --_ - -'
18'" FROM OTHER SERVICES ALONG THE MAIN WARBLE WAY ��
------- - -- --
z wo Wy
4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, > �' o J
> U ^ W
AUXILIARY VALVE & BOX, DRAIN GRAVEL AND J F�1
CONCRETE THRUST BLOCK (SEE CONST. STD. > > "p' a Z z a
N0. 02718-4) z W a a o w F <O rA
V N
aJ ti w
o - i� m 0 w ro u W�IrK W�...
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o a �} az m www G
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o+ N N o Z + + + io
u iO u + _ + + oN ^
d d d I ^ o
o N N o� �� N F INSTALL 7 WATER SERVICES RIGHT F J F d
Q
IU ��
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C
m m m
DRAWN BY: MWC
DESIGNED BY: DJC
QUALITY CHECK: DJC
DATE: 9/5101
JOB NO. 898-07
FIELOBOOK 839
TYPE 2 EXCAVATION _I
TYPE A BACKFILL
Lij
I �
4t%V
STA. 0+67 TO 11+50 INSTALL 1083
L.F. 8" CLASS 51 DUCTILE IRON PIPE I Z
Z �
EXISTING
N GROUND I Q
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p
4660 > - —
_ ' ---- -- �'_ I46f C. (❑mn Q0
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+ + + + FINISH
O - Z J
GRADEZ s ---- - -
m
w> O - W Z
FINISH ----- W N
GRADE _ _ ',A.s WW�y m
m I LL
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4650 —�j�
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EXISTING 14650
GROUND z
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4640 4640 wN >N �N wa >w �w
O N M < t0 p ^ M N T h N e7
a e e o o a a a a < a a a a a a a
1+00 7 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 CAD NO. B9807-18.DwG
SHEET 18 OF 29
10 CAI
4680 '
- - J,
AWF '
TYPE 2 EXCAVATI NO�R870%ll
A - R709F1
TYPE A BACKFIL
f' \
FIN Sl I azo
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EXISTING m
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FINISH Z SEE SHEET 14 FOR Z
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50+4660 n
49+00 w w a
I STA. 12+44 TO 12+56 & ___ /� zi
STA. 12+82 TO 12+94 INSTAL `�~48+00 Z A W z
TRENCH INSULATION PI _ABOVE E _ _ - r
SEE DETAIL 1 W --.-.-"--- UL q Vni
e L F. 811 CLASS 5+50 TO 22DUCTI E IRON PIPE r -- N, 271VA
465c I 4650 __ - �+ a o n O 'a`zo
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> mU > ti FN mVl m N mVl HV1 > U
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n m a o to N m M n rn m rn n
ri c vi r; n of rn rn o 0 0 o 0 0 0 of ad
a a a a a a a a a a a a a a a a a a a < v o 1 COMM
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 ---.- - DRAWN BY: MWC
DESIGNED BY: DJC
QUALITY CHECK: DJC
p 4 p DATE: 915101
[{ W JOB NO. 69M7
-------- 04 ma FIELDBOOK 839
i
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W yam Nn
O m M U N W
W N +- W Q
a
SEE SHEET 16 J
'FOR CATTAIL Y.
_ +, v N
STREET WATER,'� > a o �' I o=z p� p x
a INSTALL 3 WATER SERVICES LEFT F F a m a z + 7 z d W
0
a�z� N'^1 �: m
N�OCi xZut�
I ao ^oa Z
In
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0 50' 100 150' o 3?o + w
I I I uiW�Wo rn Z
S CAL E dJ�w i Q
aia�vWi o F 0 Z
V) Fn Q
NOTES: J -
1. MAINTAIN A MINIMUM OF 18" VERTICAL =m - - - - 1 - / �'O z ! Z
W
SEPARATION BETWEEN OUTSIDE OF SEWER/ p • p
STORM DRAIN AND WATER LINE CROSSINGS a� �, o m 2 W
w 3+00 1�+00 15+0 16+ �i `�F
2. THE CONTRACTOR SHALL INSTALL MEGA LUG o N - g^ w 5 Z Q J
RESTRAINSTS OR CONCRETE THRUST BLOCKS '+ w w Q �j coAT ALL WATER LINE FITTINGS, VALVES & FIRE ±w - _ tia w— �!
HYDRANTS, AS DESCRIBED IN THE -w _ -- --- - 9 og o
SPECIFICATIONS. 1 -_ ---- W PY d.Z W Q
UJ N
3. ALL WATER SERVICES ARE 3/4" IN SIZE AND N , � o ARg1.E a m W o �
PLACED IN CENTER OF LOT UNLESS OTHERWISE N z `Iv ofm
NOTED. SERVICES SHALL BE NO CLOSER THAN m
18" FROM OTHER SERVICES ALONG THE MAIN n W F w V
4. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, cli
O N a J
AUXILIARY VALVE & BOX, DRAIN GRAVEL AND a W W x m ro m N N 3
CONCRETE THRUST BLOCK (SEE CONST. STD. >
NO. 02718-4)
a `�' �' n'o p + \ Q
V Z O
O - �- �Um
m 0 mi W maw wa
a m i Li1 r7 a Q OD Z w N
+ +Ni �i � +�� NOW VINN
0 NI 1 N �a<o INSTALL 5 WATER SERVICES RIGHT
V low
v~i wl va~i� J tiM� l??m
N M
Q
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CAD NO. 89807-19.DWG
SHEET 19 OF 29
DAVID J. 7t
CRAWFORL
NOTES:
\ 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL S C A L E 1f/0 E. o°
o p CORNERS WITH 6" M4000 CONCRETE NAI
(SEE STD. DWG. 02529-8) aZp
�I o s `� O a zoa
a o! 2. PROPOSED SPOT ELEVATIONS, 4663.21 CENTERLINE CURVE DATA U
�o
= o a Y'� REFER TO TOP BACK OF CURB LINE A= 41'17 35 'Z of
co J '- R = 300.00' 0-4 EN
w ELEVATIONS z
N x oo _ Z a_n T = 113.04' Sy 3
L = 216.21 C/1 VJ
z a o w F P.I. = 45+79.95
z
c� ace �w 0
m adl zoo wn - III °n°^,1 0 „O11�J 0, / �SxS"S fn C/1 I.a
aJ ao a�� �c� �n c�
ohm o� rn�� v ,�I I ee (rw �> X 0
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r1 ;n m �n Z a z w �'� a W Z,
F f n la-W Hwn Nzw - Nzw �pN Z j �.
(nZW
------ -------- ---------- ---------- --------------------- -- --- --------------- za
4649.91 4654.87
35+00 36+00 $ i 4656.66 37+100 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00__ U) A W z
00 £ ' N 4656.66 fA V
--—_— -
4649,91 4664.67 I-, 4665.7 WU
- W
WU WU
O 4487
----------------- ---------
zo
wz
T N. 27TH AVENUE N. 27TH AVENUE T p
dN'�NNZnW I N II Q`� Nalp wm �OO im•R I
N
V/
/N Jni I ao
Ill 0 00
OIo O
Zu + -ZWNZW wp
(y pip W W W 3
Ll.1 Q Q Q
Z�l 0 w Z o 0 0
I � miW o
I o ao (nza o
na Oo
SEE SHEET 24 FOR a SEE SHEET 23 FOR J z A
CATRON STREET GRADING CATTAIL DRIVE GRADING j m m mLp
O or
p I O I Qc)m
+ + DRAWN BY: MWC
N C4 I DESIGNED BY: DJC
QUALITY CHECK: DJC
DATE: 9124101
JOB NO. B9"7
o m FIELDBOOK 839
M
PVI STA = 36+33 +
PVI ELEV = 4656.24
A.D. _ -1.614670
4670 K = 61.95 a >
100.00' VC w
5 0.97%
a a
ED
^� ,o
+ n
n mLu
+ w FINISH GRADE - 07
n a > > (CENTERLINE) 1.134
w w
4660 _
m m ------"- - - - I Z
EXISTING GROUND
-'-"- (CENTERLINE) I Z J
pZ a w
a D
215% ------------- _ I Z j Z Z
w
O >
asso _"--- Z 2
N o ti
Lu
W N W N
W
W m W Z
Z STA. 34+00 TO 47+50 SEE
a o TYPICAL SECTION "A" ON (�
w SHEET 27 I (n
x �!A(i
4640 N I
Q d
Z Qx H
_z V
W Q
O
0 0 rn EXISTING GROUND
n n a AT CENTERLINE
+x
a V1
d d J FINISH GRADE I a w
m m w AT CENTERLINE °1 N
4630
10 N O n n m
m of o ni ri ri Sri o0 0+ o o
�n in n N U1 in Yl �n �n in t0 l0 t0 tD t0 tO �0 t0 �O 1p t0 lD m m l0
a a a a a a a a a e a a a a a e a a a a s a a a a < a e a
��. ors 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 CAD NO. B9ao7-zo.id
SHEET 20 OF
NOTES. ON I ,1 F
1. CONSTRUCT PEDESTRIAN RAMPS AT ALL
CORNERS WITH 6" M4000 CONCRETE * LIP-1-
(SEE STD. DWG. 02529-8) CRAWFOia
NO. 87091'_
0 2. PROPOSED SPOT ELEVATIONS, -r
REFER TO TOP BACK OF CURB LINE >,�By l.Sh,! '�G"7
a g ELEVATIONS ��HAL
I �
ra
�m
��-j- Q� Q
0 50 100 150 z F zz
I I I I I w m z 0=
�N S C A L E \\\ aa= a a T~/� �3
0, W \ +� \\ ZOO 2 ir v` VJ
o w w \ \ > J n 0 50' 100' 150' 0 50' 100' 150' F
a vxi caiw \\ �¢a a I I I I I I I I
+?� o� \\\\ + \\\ a.o ww a Z SCALE S C A L E F"
ao oof 0Q � li
4 z w +mc�o.> N'D Wd o ; SEE SHEET 25 ly
NON +o Q
> N 0o v FOR WARBLER -SEE SHEET 25 0
4672.60 w WAY GRADINGon ZO w I FOR WARBLER 0
\ N m z w O 0 WAY GRADING �O z
O U r�a
0-
l
STREET SIGN STREET SIGN
48+00 49+00 50+00 51+00 52+0
owi
FIT 26.5'R asszza a657.39 26.5'R a661.96 Z
1 i * \ — - N 11300.66 _ --_ N 10911.05 466t82 p
e
�vWwl _ � .. � E 6613.92 -' � I 1 ---- - - � to ^V
N4668_68__ O __4669.50 ______ _ _ __ ___ _____ _ _-._________` \ 154,'....""'
E 66 2 35 �O 1 - RV V 466050 4661.72 N+tI N. 27TH AVENUE + \ 1sR 4657.70 15•R * 4662.29 OnoOa`�ooi� N N� \ N 111t0�1 + 3+0 -----� N 10899.94� 1 tb + 3+0 ------c6 °iE 65 ,. W - E 6517.71 - O -I oNIc467.62 u1 26.5'R -, _.----- n 26.5•R -----------In n i 1 ,UL n o- 15•R N 1121066 �' • 15•R ��NZW z 1� N z w w N 11 - E 661356 294` E 661199 E 6660 647 N 10865.87
E 65 4655.91 a6sz13E 6517.44 — 4661�z E 6659.07w----HAMILTON CT. ' ; MADISON CT.SEE SHEET 26 v1�`7 STA. STA. 9+39 FOR WARBLER O I CENTERLINE CURVE DATA m CONS 572a Ii465739 O ,� d —t CONSTRUCT WAY GRADING w A = 41'21'10" PEDE I O PEDEST. RAMP oC4J T - 11322, SEE O SEE SHT. 2p +O ' �
;m
' L = 86.78' o
I I Q P.I. = 52+17.28 }}}
mmm
DRAWN BY: MWC
DESIGNED BY: DJC
QUALITY CHECK: DJC
DATE: 9124101
JOB NO. B98-07
1 Q FIELDBOOK 839
I N
4680 4680 4Pihu
II I
F PVI STA = 1+85 PVI STA = 1+85
y PVI ELEV = 4656.99 PVI ELEV = 4661.58 Z)
4670 AK = 32.650 4670 A.D. _ -2.30 Q
K = 32.65 - (�
GRADE --- --
(CENTERLINE) 75.00' VC
75.00' VC Z
FINISH: :r W O
N
II O
4670 N - 0
n +
EXISTING GROUND w n N a
4670
m- n +
(CENTERLINE) Q ❑
+ m n = Q
Q 1/1 U Vl J Y + w L
11 II j W > w II II U > w 1 Q
4660 r -? m w a s 4660 J > W w a Sa Z w
J
� w FINISH GRADE �^ W m m
a s FINISH GRADE O Z a F-
I (CENTERLINE) 0.50% > 5 Q
1 --- --0. a a (CENTERLINE) 0.50% -0.5 % -- _ F- D w
3 ------------- Z Z O
4660 4660 -�---__ 4660
EXISTING GROUND EXISTING GROUND m Q Z
r (CENTERLINE) (CENTERLINE) Q 0
x N
4650 3 4650 3 Y LLI CJ
I ww
UJ 'uj V W C STA. 47+50 TO 52+46 SEE �a'' z w a 0 a 0 0
TYPICAL SECTION "A" ON w > m STA. 1+19.50 TO 2+28 '�' w m STA. 1+19.50 TO 2+28 '�' N m 42
w SEE TYPICAL SECTION w SEE TYPICAL
ON
I SHEET 27 0 o a 0 z w SIM. TYPICAL SECTION cJ J j } SIM.ON
SECTION
" 0
4650 � w X 3i 3 B" ON SHEET 27 I o 3 o V
1 z n 4650 0 - I 4650 -- I 46!-
m N m w STA. 2+28 TO 3+13.50 � w J W
STA. 2+28 TO 3+13.50
2 I n J V J V
c1 = z 0 w "B" ON SHEET 27 o a Q
0 a o o w a F w "B'• ON SHEET 27 w a
4 w a w w w > W z > z W
c to 16 N ro m 4640 0 n - 0 w 4640 " uoi 0 C Q o EXISTING GROUND o a ri a rn o of ,� ••� o v1 ,•i
mw + +n + + o EXISTING GROUND n o of EXISTING GROUND n
+=1 AT CENTERLINE N �� N _ _ N + + AT CENTERLINE + + U Q
<� + + AT CENTERLINE + + f
F w l FINISH GRADE d d J d a d d FINISH GRADE d a d d FINISH GRADE d a
Nw AT CENTERLINE V) 10 w AT CENTERLINE 'w N v~i v~i AT CENTERLINE vl w
N
O N W
m w m o o O
W W W n n n n n n n n O
l
W W W W W W W W W W W W W W W W W tWp f0 O L
a a a a a a a a a a a a a a a a a a a a e a e
48+00 49+00 50+00 51+00 52+00 1+00 2+00 3+00 1+00 2+00 3+00
CAD NO. B9807-21.DWG
SHEET 21 OF 29
NOTES:
1. CONSTRUCT PEDESTRIAN RAMPS AT ALL `-
CORNERS WITH 6" M4000 CONCRETE �, O.8709P
_� `ram°a� NO. 8709PEw
`g
(SEE STD. DWG. 02529-8) � i9
2. PROPOSED SPOT ELEVATIONS, 4663.21 ��r o ioo5 % his TONAL
�'ems aP
REFER TO TOP BACK OF CURB LINE
ELEVATIONS m / � r ' azo
o
3. AT INTERSECTIONS EXTEND CONSTRUCTION �,ya�' �'T' ,�Xpp ?A V zzo
TO END OF CURB RETURNS AND INSTALL �y,p',, /- x s 0-4 MN
ASPHALT HEADERS (TYP OF 4 THIS SHEET ONLY) mpg
p6�`p9 XO ,6�0 no^y 0 50 100 1
x
r %! op s c A L E rna
yce 0
o �pZj" Z I
s' OI y
C/` 10X�/ �s s9ay& ��'o"oo� yw 0
m
j I w Z I I p6 0 O G 9y & C7
it I I FZQ� o F-I ' O O pp/ xy G7\��� ly�9 ms. �0�� PO �O�c^ w aia
z w, it
fY'n' Z I.y Z a
s 0
'os' �c"^�-p `s��.G�'� w
I
Ic
-------------- --- w IOCN VL i ciJ v�9e
ON � /
WES. _
m
� � w
------"- v a KKz
a�wa------- wo oUf
i W J W W O awz
0 0 0 'zo
x N x woN
Z d W
Q Ww I' I I OU NZw O NZw xp / N OUIJ
co
Z U I I II COMBINATION a J k
m�a o at i t I 'I STREE
+ T/STOP SIGN Z Q X/
_ =m `'' r > 4677.83 4677.40 - _ Q 1212
�.
oanCwo
,
OQ -�►eo - �— - ----
000
I CENTERLINE CURVE DATA
WEST 1/4 COR.I I I A= 30'03'56" }}}
SEC. 35 I - R = 300.00' m m m
4677.83 4677.40
I II ^ CATTAIL STREET L T =
N I I I i U = 157.4 157.42' DRAWN BY: MWC
P.I. = 5+73.98 DESIGNED BY: DJC
uit of = m of a6 QUALITY CHECK: DJC
a ; I it I w u C/-) T w a rn DATE: 915101
Z JOB NO B98-07
it I Q' FIELDBOOK 839
it m
I i F I
0 r7
N e Co
If o
II + ^
a > ^ a W
n fn
5 W FINISH GRADE F > Q
4680 a a (CENTERLINE) w '41^1
a
---- o a Q
----------------------
'---. FINISH GRADE Q J
`- ---- _ (CENTERLINE) O Z d
W EXISTING GROUND - I
(CENTERLINE) ------ - _ W
Z
Do 0� Q N
1110 EXISTING GROUND - - m= Z--� w
'- -_ I --�
(CENTERLINE) JI
Y w
w STA. 0+95 TO 12+50 SEE I m V
> TYPICAL SECTION "A" ON V
o 0 SHEET 27
4660 F m 1 J N
a m (4660
w
zw
V U Z
$ o EXISTING GROUND o w
o+a a +a AT CENTERLINE +_
N�
w J J FINISH GRADE F w
to a w a w AT CENTERLINE
4650
a O N a m rn o o
h n n I� io ao r ^ e ao ,o � Iri ri. a Ni ri ni N o ^ of m
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. B9807 22.DwG
SHEET 22 OF 29
.m n„
N u�� TA 4
�LNTLRLINE LURVL DATA
,n n ,° 0 ..............,N
A= 30'31'40" o '�► ......7#
R = 300.00, o o
T = 86.79' CRAWFORD
L = 159.84' t
NO. 8709PEyP.I. = 20+80,68 p .d� ems''.
J
\ k �y s• -_ ----- ------- - ---------- - -------------------- - vi> "..TONAL t,
- ---- - I m
O\, 6`s OS ♦66562 az0
22+00 23+00 24+00 �I Z olo
} Z� 00 ... m�,
- - ---�- — I !,I — I- I 3
Ay
F
I
65.62 p ___..-. ----1 -`-------" -------------_ -------
,
* � 1
46 ( p
^x \ CATTAIL STREET 1 ) a
0 50' 100' 150 ?oP � ' "��2 n m \ o Z_ O rj
o
S C A L E 1 osy x0a^o rno \ o x
Oy°Z`pi.� 2 low
�p P Oc,i o ✓ / \� �F, ryas. �9! a�zw \ Nzw O J, za F ys U Q% u
n s so xoo ss°s 2 \ ' $ W a-
W SEE SHEET 20 FOR U A W
IN 27TH AVENUE GRADING \ ZO
1xQp ir SEE SHEET 26 FOR \ `, / Lu U U W
os°s \ WARBLER WAY GRADING U co)W
O 0 O
° O &zo
x
W / �P\� NOTES: O E"( ��w
P� o 1. CONSTRUCT PEDESTRIAN RAMPS AT ALL a
CORNERS WITH 6" M4000 CONCRETE —
r� (SEE STD. DWG. 02529-8) �o
O sq,pO s�C� Z!! .-'` ',� 2. PROPOSED SPOT ELEVATIONS, 4663.21 W W
C�. F H F
9 REFER TO TOP BACK OF CURB LINE Q Q Q
Q9s 1 9� ELEVATIONS
Z
Fs,p r!
0
�\ N k in m m
k \ DRAWN BY: MWC
DESIGNED BY: DJC
yxOo ` QUALITY CHECK: DJC
k
DATE: 96101
o
.30 F IOL-BL.D OOK B9
HIGH POINT Y 839
P
OG� }. ° HIGH POINT STA = 23+61.59
!� 1, PVI STA = 23+89
PM ELEV = 4666.50
A.D. _ -2.32
J` I o a K = 43.06
+ D
+ ao 100.00' VC
:2
I a
II 8 o n a r
J a N M1 O,
S S FINISH GRADE n +
a a (CENTERLINE)
46:. !.20% N w II > - to > > > 46/, d
w w w
1 _ a a FINISH GRADE 5 w
S< A Q a a (CENTERLINE) a Z
0.51% 1. 2% Z W
1 W
EXISTING GROUND
(CENTERLINE) ,- EXISTING GROUND > 0 X
_ (CENTERLINE) m 2 '^ V)
4661' - V
460�. Z --�
I N 2 LU
I LLJW
Lu N Q
Zuj O ~
a of m V
STA. 12+50 TO 24+78 SEE F U
w TYPICAL SECTION "A" ON I`
1 ,zz a SHEET 27 N J
4651�1 �? w z
Oa r
w 4650 Q
Z I V D
U W w0 J w
W
U N > V /1
v�i I w EXISTING GROUND I o
�* AT CENTERLINE a
N N
FINISH GRADE Q d
AT CENTERLINE N m
�� '• "' O, ,O r'l O, Vl N M a Ml a eD M o iD M N
°'
a a a a a
CAD NO. B9807-23.DWG
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+Do SHEET 23 OF 29
_ DAVID
CENTERLINE (RA
CURVE DATA 870JI
_ coWFOP-
SHEET 25 FOR �i A= 26'14'00" P
I-E- am WARBLER WAY GRADING — SEE SHEET 20 FOR R = 150.00'
J N. 27TH AVENUE GRADIN, f -
i c� zo s w - c.l T = 34.95' •-�-,7 " ��
N 0 J o z _ L = 68.68' LI
Q a a Q= o O P.I. = 24+31.49 z
F Zoo moo+ nrn a 0 _7 j zo=
aoo��cp >3 ari —+ ao Q ,n m �/ Zuo
+� O z NK NN 0 �N F .n OZ
�Um^ +w ��lp I O
zV J +0E- ID 1D z viI NO 2
Vl m Z w VI Q ti o Q NZW N NZW
Z _ Y Y
a v
ry
— z
4652.82 -. 4652.97 TC __.-____ _____. _______ _________ W
' 1653.20 - +- 4655,91 - /''.L�jkuv/ S+��iP Z
o— - 3 0
12+00 13+00 14+00 15+00 16+00 w17+00 18+00 19+00 20+00 21+00 22+00 23 00 24+00- —� i X-/
--'a 4652.82_ __...- - - 1653.02 TC 465J.20 _ -. _i. --_ - - --- v
O
._ __ ____ _______.
-----Z__--._... ______ __ -
- 4655;91 4655.91
W Z CATRON STREET ;� n o - - --- - -
,1 O '{ � MN U- P
z o: I a a, a 4 G z A W a
o a mN a z� aoi Q t
n M 0 (n y
a ✓ M�i� O C
W } O N Ul J n ✓1 N
u I v A ti� zw z ?oi a� Lu �K
^m —+
Q NZW NZW W W W
N C N� N can O
o o i D ; z
z 0
n o mo W .. co I ['� w
+m�'i r m
fro m ,
0
NOTES: ,-
J
1. CONSTRUCT PEDESTRIAN RAMPS AT ALL W w w
CORNERS WITH 6" M4000 CONCRETE
1 Q Q Q
(SEE STD. DWG. 02529-8)
2. PROPOSED SPOT ELEVATIONS, 4663.21
REFER TO TOP BACK OF CURB LINE ELEVATIONS 0 50' 100'
S C A L E m m m
- I DRAWN BY: MYVC
HIGH POINT ELEV= 4656.05 DESIGNED BY: DJC
HIGH POINT STA = 23+00 I QUALITY CHECK: DJC
PVI STA = 23+00 I DATE: 915101
LOW POINT ELEV = 4651.83 PVI ELEV = 4656.24 JOB NO. B9"7
LOW POINT STA = 13+96.25 A.D. _ -1:00
FIELDBOOK 839
PVI STA = 13+75 K = 150.00
PVI ELEV = 4651.65 150.00' VC
A.D. = 1.73
K = 57.80 I
oa n n
100.00' vc N m
+ N
II II N �
N O n
4660 <
W + Jl N > O > > r
+ m w
S f a FINISH GRADE I w
as > V u
(CENTERLINE)
m m W1 EXISTING GROUND
w (CENTERLINE)
5 o
--- ------- - - ____ ---- ------- ---
EXISTING GROUND Q J
4--.�,r, (CENTERLINE) O Z LV
FINISH GRADE I UI
(CENTERLINE) (n H W
> ZO Z W
Yw H
4640 w I W N W
14F.,1 ui m W V
STA. 12+65 TO 22+75 SEE STA. 22+75 TO 23+25 STA. 23+25 i0 25+50 SEE LL LL
TYPICAL SECTION 'B" ON TYPICAL SECTION "B" ON
z w SEE TYPICAL SECTION V
o SHEET 27 "A" ON SHEET 27 SHEET 27 J
<y� I a
+ + EXISTING GROUND
AT CENTERLINE
�z>
w FINISH GRADE
v� In m w AT CENTERLINE
N cJ of ri ri �i
vi
CAD NO. B9807 24.DwG
3+0. 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 SHEET 24 OF 29
ti
SEE SHEET 24 FOR ,
CATRON STREET GRADING O ;
O SEE SHEET 21 FOR SEE SHEET 21 FOR �!; -
NOTE: a ^ ^ �l �� HAMILTON CT. GRADING MADISON CT. GRADING � rr(
�
STA. 27+43 TO 27+53 TRANSITION PAVEMENT
WIDTH TO MATCH EXISTING.
Q a N 1n N e°� r 'n N ! Z v� m (..) rn a e "�o
SWO lr�ap K�(p W 01 } NO O�h } Na U 1�'UO
m 0 i
O N01 ^ �Z M Z
O U O N N Z N� ry� N� ^ 1D z Z
2 O -Z W .-ZW N �- 1D ON i Q m� p2
H F
CENTERLINE CURVE DATA w o z I¢r Jio in n J N�� J �zw �z i(n �zw w vli My Sa
I
I
A- 26'12'45" ,�i O z x n LJ
z w z w z wR - 150.00' +� to zwzi �� izw d
a _T = 34.92' ^3f a o rn ------- --- a6szs9 O .41 ------- -- ------ - ��L = 68.62 m w w U wain 4649.42 -- 46$5.26 4556.p6 P.I. = 26+61.12 ¢tr ¢ w w¢w ryo __ + _—_ _—___ -._-. _ 465985 �a 4660.65
NU VIvN V0 n kOO ` k��� W II++V,11 I_I
1+00 2+00 3 00 4+00 5+0� r 6+00 7+00 8+00 9�0 10+00
-- - I/ �°°� 11X i z
4653+94 l Z.F I- co I M I- I- + - 3 Z
YO z
1 -- ado O
to 2700 _ - pyw 4649.42 4652.49 4653-41 - _ - - �— - J
w _ ____ _ _.____ ___ ________ _ w
_Cl�l MATCH EXIST. 0:1n w _______ __ _______ _______-. __- -____. ____---. __ __ ____---___.___.___ PRg� O
ll l a
z WARBLE WAY t
3 ¢ r 00 �� a W W¢
we a a a Y
- 4653.94 w y `^°rn ¢ CENNTERLINE CURVE DATA [� A W Z
�\ -----.__ N m �m v>n ;F-. �� w aew w A= 30'36'11 ZO �$
x a w op ��1ao 'W��� z zF �w �R = 150.00' �N
3
W xw W -Zw W NzW J �� ZF T = 41.04' > Zm
li 4oQ min wo,� i¢-a= J> ��I L = 80.12' �U UU W J
N a w P.I. = 10+82.06 N V)to
m¢ v1 W (n z HJ Jw W W W
I o� z wm zoo �Q �� ODO
F O M O ry x 0 3 2> N
E + ^F O a N K Z z> N
z� ^V +JUO1� 1o¢J 0
¢¢ N =z^m 1pOF C) O
InN (n W VI¢mzw ¢HO ' Q 10 .
N N_�
I
000
Z �
0 50' 100' 150' �
I I I I
NOTES: I I IS C A L E
1. CONSTRUCT PEDESTRIAN RAMPS AT ALL m m m
CORNERS WITH 6" M4000 CONCRETE
(SEE STD. DWG. 02529-8)
DRAWN BY: YW(.
2. PROPOSED SPOT ELEVATIONS, 4663.21 DESIGNED BY: DJC
REFER TO TOP BACK OF CURB LINE ELEVATIONS QUALITY CHECK: DJC
DATE: 915101
0 50' 100' 150' JOB No, B98-07
I I I I I I I FIELDBOOK 839
S C A L E
4660
I �
w
4650 4670
I d Z
LLI
' I
z
_____._._.__ 3
a J J
Oz a m
I w
> z z Q
Wog I
4640 4660 m w¢ 06
14660 m Q
x
I pa Q W
z - - - N
x_ 1.179
w
vram _ WO W
N -- - - --
STA. 25+50 TO 27+52.12 w m w (n
SEE TYPICAL SECTION "B" �- a _ STA. 0+72 TO 11+50 SEEof
ON SHEET 27 O --"'" TYPICAL SECTION "B" ON 0 z
m
F -----" SHEET 27
4650 - -- I J
U U I L
x r
U O
f.� wry �^ ~ 0
l EXISTING GROUND v v iD i -
+i,l I +N +� EXISTING GROUND V
N AT CENTERLINE ^ ^
N a N< AT CENTERLINE I
FINISH GRADE F J ¢w
J FINISH GRADE
1,. AT CENTERLINE vl w 1n w
4640 4640 AT CENTERLINE
a .0 rn N ^ e
N N N M Of. O O 01 N M Y Ul 16 c1
N i(1 It) N !0 !� n ^ m Of
Y N N N N N N 1fI � N N N N N N
a a a e a e d
»-00 27+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 CAD NO B9807-25.DWG
SHEET 25 OF 29
•1IGH POINT ELEV=-4671-,65 °ON•T,A�'°'''�
I'GH POINT STA = 20+40.26 *+' `9#
PA STA = 20+59 _ DAVID J.
PVI ELEV = 4671.78 _ CRAWFORD
p NO. 8709PE1
A.D. _ -1.99 _`�;
K = 37.61 < '
75.00' VC
azo
rr j
4680 0=zoo
�o o+ `° + m +
II a vi Lai II II N
aII
N<yII ra Jw 5 > --- >> > w52
+ tiaa WsJ �2.1 NNaII EXISTING GROUND > >
> > (CENTERLINE)
— ---
wa11
za OM
0 4670 F'
'
> ------- _ _ ------ FINISH GRADE 0% u
_ --- - -
a (CENTERLINE) o
r w EXISTING GROUND
>
O1 a (CENTERLINE) -1 I a
V
a
- - FINISH GRADE
_ - -- - (CENTERLINE) _ W 49+00 �r z A Z
0 ►w N
48+00 5) Z o
4660 AVENUES v��i W
2
0 0 Lu
0 O 4wz
w 01 N' z ao
k
wY�
4666bB-"- a'i N N N S Q O � tta3i:
a
N Drn WNV N
1 S1A. 11+50 TO 12+10 STA. 12+10 TO 12+60 STA. 12+60 TO 22+32.92 SEE N ao Ni1',a 1 -NZLL' W n:
TYPICAL SECTION B' ON w Z M�^ w o o W W l
1 SHEET 27 '' w '' 11 Q Q lQuu
SEE TYPICAL SECTION SEE TYPICAL SECTION o N �- In 4 H F F
"B" ON SHEET 27 "A" ON SHEET 27 .zz O O
1650 4650 r'Z W' 6 O I
_-
z
> w O1 A
> V O
0 N 1 0]O]0]
EXISTING GROUND Q
+w AT CENTERLINE N �+`+ 7
7 DRAWN BY: Y1NC
=w FINISH CRADE F F DESIGNED BY: DJC
AT CENTERLINE N -
QUALITY CHECK: DJC
DATE: 915101
n io a o N m a n n rn io o+ o m n n in rn JOB NO. B98-07
M a N 16 W of Oi o+ o o O o O O o m DO O
FIELDBOOK 839
o
04
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
i
O� Y.
w
N CENTERLINECENTERLINE CURVE U)
__ 1 o A= 100'49'03" / Q
w R = 275.00' _
a T = 332.52: a
L = 483.890
Z
0I10 i i lI 10lI 0' l a .I' ' P 18+27.93
Q
SCALE ��,' ��� ��" Oz a
�,
N`Z O a N Z WFn
NOTES: \ N a, z -//
1. CONSTRUCT PEDESTRIAN RAMPS AT ALL Z Z
' - �C
CORNERS NTH 6" M4000 CONCRETE
Ly
- -- LL
(SEE STD. DWG. 02529-8) 4663s0 __ _ _ - � ,�jr � m W
2. PROPOSED SPOT ELEVATIONS, 4663.21 r� } z J
REFER TO TOP BACK OF CURB LINE s w +00I 4664.70 15+00 16+00 � (n Q
ELEVATIONS 13+00 04+0 m
N w I 4664.70 Y N uj
~ Q
o -- __ -- _
W O W
4663.57 RgLER W P
- �+ - - -- m
z
J_
o
aw 1 ! �a0 a Q
a �
moo
N Z W O NZW
O J
i
4
♦LJ r
W N
LLJ z
Cn
SEE SHEET 23 FOR
' J CATTAIL STREET GRADING
� I ~
CAD NO. B9807-26.DWG
SHEET 26 OF 29
4 LAYERS OF 2" THICK, NOTES- �CT� I ,11
Q HIGH DENSITY RIGID BOARD 1.MAINTAIN 10•MIN.HORIZ. SEPARATION -1 '*
8'-0"INSULATION LENGTHS TYP MJ TEE DAVID
N INSULATION CENTERED ABOVE MAIN FROM DOMFSTIC WATER SERVCE. CRAWFOKL
ID
PIPE OFFSET JOINTS `N0. 8709PE
( ) 4'TYP. 2.INSTALL 1"N1DE TEMPORARY
4 LAYERS OF 2" THICK,
CORPORATION STOP ON EACH SIDE OF TEE �'-
'^ FOR CHLORINE FLUSHING.REPLACE MATH .'
HIGH DENSITY RIGID BOARD INSTALL CROLANS T LOCATIONS w PLUG AFTER CHLORINATION.
INSULATION CENTERED ABOVE SHOWN ON PLANS WITH 4"D.I.P. Q J7p111 'E`
NEW UTILITY MAIN —v , ^ PIPE (OFFSET JOINTS) FIRE SERVICE BOTH DIRECTIONS > 3/4"MIN(BOTH SIDES)CORROSION
-� NEW UTILITY MAIN f- _, RESISTANT ALL THREAD RESTRAINING ROD, -
BACKFILL MATERIAL R/W ---- R/W CONFORMING TO ASTM A242-81,INSTALLED
PIPE i, _ HASLFTTHE AVAILABLE FLANGE BOLTHOLE V
T
BEDDING LUGS DESIGNED TOE FIT EDUCTI EYIRONAMD.ING
MATERIAL PIPE,AND CONFORMING TO ASTM 536(80) ~
TRENCH INSULATION DETAIL 1 SECTION A SHALL BE USED IN CONJUNCTION W 7H THE
I RESTRAINING RODS. � (~
a ;o
NO SCALE NO SCALE o PLUG
REFER TO C.O.B.STD.D..NO.02713-1
tV4'-O"
FOR CONCRETE THRUST BLOCK DETAILS UG 1nZ w z65'-0" ? 4" D.I.P. MJ TEE 4" D.I.P. 6:1 TO CATCH (YTP.) wo 11-6 42'-0" o4 0 12" MIN.
CL STREET CONCRETE THRUST UNDISTURBED "" �� Ld
1'-0" 5'-0" 5'-6" 2' 0" 19'-0" 19'-0" 2'-0" BLocK(TIN) EARTH(TYP) 4" LOAM AND SEED (TYP) a.�- w
(TYP.) SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY rn I--1
(TYP, (TYP, FIRE SERVICE TEE 2
z z
I SEE SITE GRADING PLAN FOR FLOWLINE SPOT ELEVATIONS 9
CONCRETE CURB & NO SCALE �1
GUTTER (TYP.) PROFILE FINISHED GRADE w W uJ to
27 "V" BOTTOM DITCH SECTION
0 U U U
1/4"/FT. (TYPO NO SCALE w w wO
3% 37 1/4" PER FT. ,
0 0 O
0 o N
n
1.-0.
4" CONCRETE ASPHALT SURFACE IL���J BACKFILL WITH BASE �
SIDEWALK (TYP.) GEOTEXTILE FABRIC 5' ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS) I I I 6:1 TO COURSE MATERIAL w w F
CATCH AND COMPACT
COMPACTED GRAVEL BASE 15" UNCRUSHED SUBBASE (3" MINUS) 6" CRUSHED BASE GRAVEL COURSE (1-1/2- MINUS) BACK 0 CURB- i 0 �O O
4" MIN. THICKNESS TYPICAL SECTION "A" - - - - - - - - PT- - 73S o o�
0 4' 12' FILTER FABRIC INSTALLED S I
I I I�. CATTAIL 1+00-16+00
CT TT 12+89-27+43 ( SUBBASE COURSI m m m
S C A L E WARBLER 0+72-2+82 \= BASE COURSE MATERIAL MATERIAL OR
NORTH 27th 34+00-36+17 - o COMPACTED SUBGRADE
DRAWN BY: MWC
' " h TYPICAL ASPHALT HEADER DETAILEll: DIC
F 60-0 NO SCALE y 6• �ry I QUAILITY CHECK: DJC
al DATE: 9124101
0 11'-6"' 0- twP JOB NO. B98-07
Q
37'-0" 11'-6" o I•
a . 1(TYP) FIELOBOOK 839
fL STREET n SIDEWALK 1 1(TYP)
+ �-
1'-O" 5'-O" 5'-6" 2'-0" 16'-6" 16'-6" 2'-0" BROOM FINISH LANDING --
(TYP.) SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY CONCRETE _ ,L\• _ __ _
(TYP.) (TYP.) IN DARK AREA
4`THICK I 5' SIDEWALK (TYP) '
9" CONCRETE CURB & CONC. SURFACE 1 5' SIDEWALK (TYP)
1/4"/FT. (TYP.)
GUTTER (TYP.) I PROFILE FINISHED GRADE - t_—� 3R 3� t/a I
.. .PER. FULL HEIGHT
CURB BETWEEN 15 1/2' BOULEVARD (TYP) 5' Lu
_1 -_-- -- - - - - TRANSITIONS I 5 1/2' BOLL VARD (PO"i
4" CONCRETE GEOTEXTILE FABRIC 3" ASPHALTIC CONCRETE SURFACE COURSE BROOM FINISH -
SIDEWALK (TYP.) 9" UNCRUSHED SUBBASE (3" MINUS) 6" CRUSHED BASE GRAVEL COURSE (1-1/2" MINUS) CONCRETE
IN DARK AREA
COMPACTED GRAVEL BASE TYPICAL SECTION "B" TRANSITION AREA-. STORM DRAIN INLET J
4" MIN. THICKNESS _ BROOM FINISH Z Q Q
PIT RUN THICKENED (1Y' TYP) (PRIMARY LOCATION) _ CONCRETE
0 4' 8' 12' FROM 15" TO 24" FROM 15" TO 21" FROM 12" TO 18" IN DARK AREA O Z
I I I � I CATTAIL ,+QQ - ,3+9Q BOULEVARD SIDEWALK WITH PEDESTRIAN RAMP _ z
S C A L E WAR 7th 50+42 - 52+42 TRANSITION AREA ; � a
CATRON BLER (SW 1/2 ONLY) 12+89-_ +SG 25' RADIUS/5.5' BOULEVARD PEDESTRIAN RAMP o z
Z
NO SCALE NO SCALE m
5'-O" NEENAH FOUNDRY NO. R-3295A HEAVY DUTY z
CAST IRON GUTTER INLET FRAME, TYPE DL GRATES
35 1 2" & CURB BOXES OR EQUAL. -lie W Z
REMOVABLE EXPANSION W N O
GRATES JOINT 3" RAD.
12 3/4"3 W6X12 12 3/4"+ IULL CROWN m U
C FULL CROWN I V W
0
27 I o
v 1 N 1 1 N N4's AT 12" O.C. _J
W6X12 EACH WAY(VERT. AND HORIZ.) FULLCROWN.1 FULL CROWN MINUS 3fULLCONTRACTION I NO CROWNJOINT R.C.P. �+ [I R.C.P. - I ILt
CONCRETE INLET APRON WITH V
4 II FULL CROWN _ MINUSC3�WN FULL CROWN
4 II 6X6 W4.OXW4.0 W.W.F. 50' S0'
CONCRETE SHALL BE 8" THICK
I WITH 8" COMPACTED SUBBASE COURSE
4'-0" 8'-0" 4'-0" EACH WAY m
J #4's AT 12" O C 50' 50' FULL CROWN
(VERT. AND HORIZ.) 6" 2'-0" 6"3'-0" CROWN TRANSITION FOR INTERSECTION CROWN
DOUBLE INLET APRON — TYPE 1 CURB INLET SECTION "C" CURB INLET SECTION "D» CONCRETE VALLEY GUTTER DETAIL TRANSITION DETAIL
NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE CAD NO. B9807-27.DWG
SHEET 27 OF 29
�ONT4,tiy
RP
NOTES: INSTALL 24 L.F. 13 1 2"x22"
LIMIT OF WETLANDS / N 11714.24
ALL REMAINING DISTURBED / ARCP, CLASS III, PIPE
AREAS ASSOCIATED WITH (NO CONSTRUCTION E 6175.36 '�
POND CONSTRUCTION SHALL PERMITTED IN WETLANDS) W/F.ET.S. BOTH ENDS FBI `w
BE RECLAIMED WITH A N 11692.25
MINIMUM OF 4" S TOPSOIL, E 6081.78
FERTILIZER AND SEED. 1 4647.65 - TOP BERM ELEVATION = 4649.93
\ ) CONSTRUCT _ - -- - �•/
/ DRAINAGE DITCH
t34 L.F. _ -- - -
N 11689.36 N 11690.10
__ A N 11684.94 E 6197.61 F 6:::'l 14 f�1J
4648.05 46419 N 11683.96
Q� o- E 6168.93 E 6249.98 0 BEGIN BERM V) F-i
! ry 4647.89 N 11685.42 4648.28 N 116 1142 L9
7• (\ N 11676.57 E 62 .06 Z F�y
N 11657.60 E 6138.11 N 11686.87 E 6183.68 4649. 3 3 W
4647.73 4647.96 RP Q Z
E 6127.10 E 6160.14 4.19 af
TOP OF BERM 4647 72 4647.85 0 N 1167.82
BOTTOM OF DETENTION POND SEE PLAN VIEW FOR ELEVATION `\ RP It E 6247.82 BEGIN BERMi p
4r 1 E 6}26 586 N 11667.33 N 11672.13 N 11670.88
SEE PLAN VIEW FOR l O 0 C�J�
SPOT ELEVATIONS J
4t1 3" TOPSOIL, �647.72 �" 28 E 6155.85 46483060 E 6264.02 w m
FERTILIZE RP 4649.93 m Y
& SEED N 11655.86 A I
-- E 6129.53 RP Z <
/ R 8 -- N 11647.90 E 1164235 - m
E 6127.76 >
TYPICAL DETENTION POND BERM SECTION A NP11645.03 4647.71 wU 00 N
NO SCALE E 6099.92 N 11628.72 LU W W a
E 61278 83 E 6248.46 O O O O Sao
4648.16 ~
4647.71 p wo3
RP m
N 11624.67
N 11614.32 E 6168, 7 W w
E 6120107 RP N 11612.83 Q Q Q
4647.81 N 11605.82 E 6251.86 p p p
E 6148.84 4648.19 .
R VSuf
3'
3" TOPSOIL, 3 BEGIN BERM N 11592.05 E 11597.39
4:1 FERTILIZE _ N 11576.72 E 6122.18 0 15' 30' 45' 4648.22
TO Cq TCH & SEED q.110(-A1CF1 T tCN - - E 6119.15 4647.83 I I m m m
4649.93 RP
-� 0 CATCH A l SO CA N 11585.88 S C A L E N 11585.60 R20'
BEGIN BERM E 6125.37 E 6246.73 DRAWN BY: MYYC
N 11576.73 4647.82 DESIGNED BY: DJC
SECTION B 12" RIPRAP E 49.935
QUALITY CHECK: DJC
4649.93 N 11577.
R20' 101/ DATE' Y/5
N 11568.25 E 6265.35 JOB NO. B!!-07
g RP E 6125.73 4648.20 K
SECTION E N 11576.71 4647.84 RP FIELDBOO 839/
NO SCALE O E 6107.60 N 11562.37
v N 11564.19
E 6123.83 E 6226.05
-` 0 4647.86 NP11554.89 STORM DRAIN OUTLET N 11550.52
`\ Lr) E 6143.77 W/F.E.T.S. E 6253.81
N 11532.82 ,P 4648.11
`\ (xti� E 6206.56
N 11532.89 INVERT F.E.T.S. = 4647.54 I I 12" RIPRAP
2'-0" 12' 2' p" �. \\ E 6143.72 I I
4647.81 r
N 11532.19
TOP OF BERM C 350 FABRIC SEEDED E 6225.83 W
SEE PLAN VIEW FOR ELEVATION I I 4647.94 (n
II II 4.1
i Q
OVERFLOW - " .
------- - - ----- � �. � a O
-
I III ill III III III --I I III-IL^"-
�I III-III.III III V
COMPACTED
EARTHEN B Z
ERM .� NEW 13 1/2"x22" ARCP, - - - z Z CLASS III, PIPE
Fn <
SECTION C > z ❑
z
NO SCALE _ m 2 Q
- -CATRON STREET STORM DRAIN Z z
SEE SHEET 11
WN a
W ° a
wm
6'-0" 5'-0" V ❑
C 350 FABRIC SEEDED J Z
TOP BERM ELEVATION = 4649.93 3" TOPSOIL, FERTILIZE F.E.T.S. Q O
DITCHNEW DRAINAGE w N F.E.T.S. TOP OVERFLOW ELEVATION = 4649.43 & SEED a
SEE SECTIONe - - - N 61 Q
g E 131.34 31.34
INVERT F.E.T.S. = 4647.63 V
- 24 L.F. 13 1/2"x22' ARCP, CLASS III, PIPE
N 11675.52
E 6110.51
INVERT F.E.T.S. = 4647.60 SECTION D
10'-0" 1' 0"
NO SCALL
CAD NO B9807-28_DWG
SHEET 28 OF 29
J" �'Itlo N T
C 350 FABRIC SEEDED
TOP BERM ELEVATION = 4664.35 TOPSOIL, FERTILIZE i A
w N F.E.T.S. TOP OVERFLOW ELEVATION = 4663.85 & SEED F.E.T.S.
NEW DRAINAGE - -
i BERM ELEVATION 465 S
TOP = 7.75 'X7oNAL `vr
i
Fr
28 = 21 L.F. 12" RCP, CLASS III, PIPE i
V ZZo
rL� 0
N 10434.88
E 6064.79 i 3
N 10450.75 INVERT F.E.T.S. = 4662.36
E 6078.53 SECTION CE
INVERT F.E.T.S. = 4662.32
10'-0" NO SCALE k 2Q o FC�47
vv �ry i
N 11007.017 N 11007.01 N F
E 6199.79 E 6239.48 O �y
4655.85 4655.85 BEGIN BERM I - W
BEGIN B
N 11008.50 Q Z
E 604491 LIMIT OF WETLANDS A RP 4657.75
53.06 i o aid
466 .35 (NO CONSTRUCTION 28 N 11004.60 y J
PERMITTED IN WETLANDS) 1 E 6219.63 i O
BEGIN RM BEGIN BERM w
N 10 4.65 N 11005.87 i Y
E 6 25.42
11 E 6247.30
466 35 O Z
INSTALL 22 L�F. 12" 4657.75
RCP, Cl ASS II% PIPE
W/F.C.LS. RnTll`(NDS > �m
t• R341' CCU 0 cr
0
f/� i ODD O LLwCI
RP i N soN
PN INSTALL 22 L.F. 12" n n 10, E 6538 211 1 N [�7N
`r• _ 00 RCP, CLASS III, PIPE POND B m
N 10415.37 N 104386/ N 10964J�!: CO N
E 6020.28 E 606013 - `� E 6119.64 W/F.E.T.S. BOTH ENDS 9' 1, i
4662.60 4662.38 10460.14 4655.60 1 --
N 1 Ill LLl�
E 60 66.66 `\� A FQ rQ Q
4662.30 -- - ,p �� SD S 0 O
V CONSTRUCT \ - 29 i .
9 DRAINAGE DITCH - �'�1 >�a.)a, 1 WARBLER WAY
2 (f13 L.F.) CONSTRUCT 12"RIPRAP 1
RP i \ `\ DRAINAGE DITCH STORM DRAIN
N 10418.72 lJ n (256 LF.)-- SEE SHEET 12 1 y}}
E 6045.06 - W/FRE.T.S.DRAIN OUTLET 1 m m m
`\ I I N 10964.51
\ 1 E 6242.22 i DRAWN BY: MwC
__ INVERT F.E.T.S. = 4655.30
- RDESIGNED BY Bic
90' 1 RP ---- R341' i QUALITY CHECK: DJC
`\-- LIMIT OF WETLANDS - - i DATE: 9i5l01
m (NO CONSTRUCTION N 10965.88
A ` PERMITTED IN WETLANDS) E 5900.72 i JOB NO. B98-07
FIELOBOOK 839
POND "C" m -
r1 i
n
RP i
RP Oz N 10427.42 RP i
N 10366:86 E 619.47 N 10922.19 N 10924.60
E 6005.88 R90' II NOTES E 6199.45 E 6219.31 i
ALL REMAINING DISTURBED AREAS 4655.85
0,11
p ASSOCIATED WITH POND i r
C4 CONSTRUCTION SHALL BE N 10922.0 1 w
Ln RECLAIMED WITH A MINIMUM OF 4" E 6239-14 Z
v 1 RP OF TOPSOIL, FERTILIZER AND SEED. �ry� 4655,85 i (/) O
N 10375.55
N 10355.61 E 6070.29 1
E 6055.22 A 1 a U
4662 51 W
28
E 6095.07 7U BEGIN BERM Z Q N
STORM DRAIN 4662.45 N 10903.01 O Z
OUTLET W/F.E.T.S
N 10353.97 P`'S• 4657.75
2 (n <
E 6082.91 1 (n
INVERT= 4662.36 NEC10906ERM I > Z
I 6' I BEGIN BERM E 6197.57 i Q 7.71 m Z
12" RIPRAP E 6109.02 4657.75 i Co Q
1�yy 77 4664.35 Z J
l_?
0 0 10' 20' 30' T cn 0-
BEGIN BERM I I I I
N 10377 o S C A L E W N V
E 6103.20
4664.35 LIJ m 6,-0" 5,_0' 06
C 350 FABRIC SEEDED V
rT�EIIRM ELEVATION = 4657.75 3" TOPSOIL, FERTILIZE J
NEW DRAINAGE LL.1 00 & SEED F.E.T.S. Q Q
DITCH (V F.E.T.S. TOP OVERFLOW ELEVATION = 4657.25
SEE SECTIONe = _- - - _.- - - - - - - - - - - - - - - -'- -- __ �•• Z 8 Q O
22 L.F. 12" RCP, CLASS III, PIPE
N 10964.80
N 10964.80 E 6174.63
E 6196.98 SECTION A INVERT F.E.T.S. = 4655.6'
INVERT F.E.T.S. = 4655.64
10' 20' 30' 10'-0" 1'-0" NO SCALE Q
IIIIII��� V
S C A L E
CATTAIL DRIVE STORM DRAIN AD N CO. B9801-29.DWG
�, SEE SHEET 12 SHEET 29 OF 29
VID
J.
DAWF R
8709PE�m
g40C1C 1 iTLO� BLOCK 9 J ONAL
azo
I zox
zz-
oi
i
s
4656.5 _ -
_______ ---- ---- p�u� O ...)
CATRON STREET __ G J -I-I N9
m 6 V
i l 1
C' 100' 200' 300' n a
l l l l I I :• i m TARGET N
S C A L E -
i r
A
!';.IL
� o
CT'
w�0N m
W W W i a
6
4 wz
i A D O hT1 z O
, i B WATER PLANS o kr+1l maw
LEGEND
i SEE SHEET 13
z
i 4660.91 � m
CITY OF BOZEMAN BENCHMARKS i 5 a663.52
�n I a a a f1�rl
i
I o 0 o Fi
"ARROW BOLT" USED ON ALL
e,
HYDRANTS; STAMPD WITH 'Y' cp o`y j o
4
DRAWN BY: RJD
DESIGNED BY: DJC
MAI]ISON Cl. I QUALITY CHECK: DAC
DATE: 6f7102
JOB NO. B98-07
i� R FIELDBOOK 839
I
i ! I
4 I
Y i
i -
� I I
- — --CATTA----IL STREkI- -- -
. . .. 1 --__ 1
i -666.6 #
W
U)
II = Y
a
Q
01 A / Z CC
I Q G
0 z 2
/ BLOCK \� ~ z
_ z W
IO2
1 I O
4672.1 - m m
W LLI O p
W
o VJ 1 0� _J w
r ® 1P�� n�c 1 Q ILL- gypA oW,
r® - -
•'F 4676.20
� 4679.E
CATTAIL STREET
I I I
N
CAD NO. B9807-HYD_OWG
SHEET NA OF 29
I I
I I
BLACK 1 a gLOCti ''
L1VpCK 3
T
8'UTILITY CULVERT I 12' UTILITY CULVERT 12" UTILITY CULVERT 18' UTILITY CULVERT
STA 2+50', +
STA. 17+30 STA. 22+39 STA. 35+86
FL-4� /FL= 649981 �N; FL=652.40 f N� FL=650.95
--------
ro u.00 era x"I.I i "Ef.S i I �
_CATRON STREET/ -__ II.___ '"GP�RON z
UTILITY CULVERT § 12' UTILITY CULVERT
• 121 UTILITY CULVERT STA. 20+10 STA. 27+35 1
0 100' 200' 300' ° FL=4648.30 S FL=4650.57
I I I 1 1 1 FL=66.70+5 " FL=4651.30 (N) z c7
t FL-649.32�N; m
TARGET
S C A L E
-- -
-- j 12' UTILITY CULVERT I p w
STA. 38+88 I 5;
1AMI�TON CT
\, FL=4655.63 �
.� I W Of W of
m
* s �co
I r m w w o a z
i o 0 0 zo
wry
I � I maw
8 m mm
`z` } I DRAWN BY: EVYB
DESIGNED BY: DJC
Off' MADISON CI.
�v } 3 �TiUTY
8 DUALITY CHECK: DJC
I DATE: W7102
1 12' CULVERT I JOB NO. B98-07
I STA1+755 I FIELDBOOK 839
60.3 W) 12" UTILTY CULVERT
6 FL- 57.0 SSE STA. 24+50
l ) UTILITY CULVERT I I
2
FL=6 STA.�STA. 44+20 I I
P: Ul FL-661.5.3
112' UnUTY CULVERT��.
STA. 18+67 v.
} FL=660.92 ----------------------
• tI I _ -- - /. �\ CATTAIL STREET �T
1 / 4 r
t �12' UTILITY CULVERT W
-� STA. -21+90
FL-661.87
12" UTILITY CULVERT "
STA. 48+04
r. FL=4665.26 O a m
Z cl)
Fn Q
12' UTILITY CULVERT $ 12' UTILITY CULVERTS > Z
39.50 OFF CATTAIL CL 4 STA. 22+02 I 0 0
FL=6 6 67.47 ._ \ FL= 65.26 I I m w
12" UTILITY CULVERT
STA. 10+82 - C . y - - gyp_ Y LU U
+�a• ® FL=4667.74 12' UTILITY CULVERT �m� c=�y. LJJ N
✓(%� - - STA. 117.7 -,�,� q
FL=667.74 �•� •:� �iv�- � ��- P �Fi( e W
12- UTILITY CULVERT
39.50' OFF CATTAIL CL I U J
t o FL=667.58
I r------ --- " - s Q
12' UTILITY CULVER �I� I I ------- '
3' BELOW GRAD i I r ----
�I r*12' UTILITY CUL'tRT .• '�':\ V
39.50' OFF CATTAIL CL
FL=673.67 •.
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I CATTAIL STREET 12' UTILITY CULVERT '
i i 2-12 UnLITY CULVERT STA. 4+05 y
STA. 1+26.55 FL-673.78 ;
FL-4673.93 12" UTILITY CULVERT " y " }
?39.50'OFF CATTAIL CL y 8
CAD NO
FL=674.49 . B9807UCR.OWG
SHEET NA OF 29