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LEGEND Lj ER M. 90
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ALMARSSON
No.
—SS— PROPOSED SANITARY SEWER MAIN 8I6 P =
® PROPOSED SANITARY SEWER MANHOLE
4(sv.m) PROPOSED SPOT ELEVATION
-� PROPOSED DRAINAGE DIRECTION III_ --_---__--__ — — —
(DIRECTION OF DOWNHILL FLOW) -m===- =z=-=== --� _ 77 0 _ — — _ — Sheet
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PROPOSED WATER MAIN s s s e 9 $:===8z� _____.�____ --___ omm�
PROPOSED FIRE HYDRANT '-- _ - g $ a s �8p��_ 8` - C 1O
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POSED STOP AND/OR
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STREET NAME SIGN I �I / N LL`°
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SWALE I$ C11, K1 �. } $ la3 W a
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-- EXISTING SANITARY SEWER MAIN
�?I EXISTING SANITARY SEWER MANHOLE ..r¢ 7T11,
EXISTING WATER MAIN Inn - �s tT� J z
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GENERAL NOTES Oaa
CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS MPWSS 5TH
1 EDITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH OVERALL PLAN AND GRADING/DRAINAGE PLAN DRAWING LIST
O
EDITION MARCH 2O04. SCALE: 1"=100'
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN
AB2.0 - SANITARY SEWER MAIN PLAN & PROFILE (ROSA WAY (1))
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE
CITY OF BOZEMAN ENGINEERING DEPARTMENT. AB2.1 - SANITARY SEWER MAIN PLAN & PROFILE (ROSA WAY (2) AND ROSA WAY (3))
.3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE VICINITY MAR A82.2 - SANITARY SEWER MAIN PLAN & PROFILE (BROOKSIDE LANE AND GLENWOOD DRIVE)
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AB2.3 - SANITARY SEWER MAIN PLAN & PROFILE (ANNIE STREET AND SHERWOOD WAY)
AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE (1
—77777
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY — .-�f-'.� I ;i�7=^ A83.0 - WATER MAIN PLAN & PROFILE (ROSA WAY (1))
t AB3.1 - WATER MAIN PLAN & PROFILE (BROOKSIDE LANE AND GLENWOOD DRIVE)
THE ENGINEER. I _ �I,n ,
• i� AB3.2 - WATER MAIN PLAN & PROFILE (ANNIE STREET) Scale In Feet
4, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE AB4.0 - ROAD & STORM PLAN & PROFILE (ROSA WAY (1)) 100 0 100
BEGINNING OF CONSTRUCTION. �.I - „III
r- AB4.1 - ROAD & STORM PLAN & PROFILE (BROOKSIDE LANE AND GLENWOOD DRIVE)
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING ❑,,,,��,..=,I - -h�dl A84.2 - ROAD & STORM PLAN & PROFILE (ANNIE STREET AND DURSTON ROAD) 30 0 30
AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. Ll i ��z.1' 1I,I Scale In Meters
TE r I •I _L=L__ AB4.3 - STORM PLAN & PROFILE (ANNIE STREET AND GLENWOOD DRIVE) Drawing Date: 01121108
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. - - _ A65.0 - DETAILS
7. TRENCH BACKFILL SHALL BE ggTYPE A. PIPE BEDDING SHALL BE TYPE 1. _ �- A85.1 - DETAILS
8- BLEVATIONK= 41755.89DRS1'AMPEO FBAN ELOCATED
BOLT", OOTTOF BOZEMANDATUOOD ROAD MDURSTON ROAD
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. A B 1.
10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS.
11, ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY '' ,",I �•���� y�
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. AS-BXJMT
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT 1/21/08
CONNECTION POINTS. NOT TO SCALE #05230
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1 B'MIN - ° ------___ ___ -•lam' 6+47.46
m T CAL WATER SERVICECR CROSSING
5� 8 SDR- RE STOR 6+84.96
_____
PVC SS ® 35 f o SEWER CROSSING J 7+02.20 7+22 47
386.80 L
PVC $ 8" SDR-35 - J 7+82.71 7+59.97
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8+02.48
-- '- 8+89.32
8+96.44
388.49 LF y 9+36.20
PVC SS S 35 9+53.99 O
-- - ---- -- 1.08% 9+73.70
43.21 3" SR-5 10+11.21 'Z
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10+48.71
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11+03.99
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SANITARY SEWER MAIN PLAN AND PROFILE
Drawing Date: 01121108
AB2.0 SCALE: (1"=50'-0" HORIZONTAL) (I"=5'-0" VERTICAL)
AB2.0
AS-BUILT
1/m/08
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ROSA WAY - 2 31-66.17 V1
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PROPOSED C,RApE h'�y
ROSA WAY (3)
----_ 1-TING-GRADE�_ - - - - 47
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31 8 SDR-
PVC S35
0.49%
PVC SS ®$4 26.49 LF j• loll
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A82.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AB2.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
Nawirq Date: 01121108
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2+81.95
0+69.76 3+02.40
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1+13.67 <L; 3+22.86
x 4" SEWER SERVICESrya
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1+14.83 3+47.19 b�'
�-u\ 1+41.63 3+74.13 LT RT
1+64.59 3+82.54 1 -9<v x +77.02
1+81.76 3+97.06 2+15.53
1+85.05 2+48.87
4+17.52
ILI 2+05.51 4+37.97 2+82,20
2+30.39 4+50.46 1 3+15.53 P-4
2+48.68 4+63.08 3+48.87
BROOKSIDE LANE 3+82.20
4+15,54
4+48.87
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0.558% 5+24.22
PROPOSED ADE EXISTING GR kDE GLENWOOD DRIV O
116-7 4750
0
-T�ICAL WATER SER�01 CROSSING
PROPOSE()
8„ W TER CROSSI�G t EXISTING GRADE t
FL= 38.51 G� EXISTING GRADE
4740
11" STORM SE R CROSSING
18" MIN 4740 FL=4740.09
236.01 LF 8" SDR-35
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DATUM L'JA'll PV SS 0 0.55%
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PVC SS 0 O.404% Z
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�SANITARY SEWER MAIN PLAN AND PROFILE 0+00 1+00 2+00 3+00 4+00 5+00
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(2�SANITARY SEWER MAIN PLAN AND PROFILE
Drauing Date: 01121108
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SANITARY SEWER MAIN PLAN AND PROFILE SANITARY SEWER MAIN PLAN AND PROFILE Drawing Date: 01/21/08
AB2.3 SCALE: (1'=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL)
AB2.3 SCALE: -0" HORIZONTAL) (1"=5'-0" VERTICAL)
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TOP OF ARROW BOLT = 4746.84 NEW COB BENCHMARK: - i��-IlIl4 'JALM IRS
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4740 PIPE DEFL CTION --_ RADE
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L= 741.65
18"MIN
L=4738.33 0 _
L=4739. 7� L-4738.51 ° PIP DEFLECTION -- ----
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IL=4736.41 i I FL=4736.44 °p m W
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TYPICAL SEWER SERVICE CROSSING O
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Drawing Date: 01/21/08
�WATER MAIN PLAN AND PROFILE
AB3.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) A B 3.O
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twti �,52. y'� ••y�y`.0J� a. �G Off`' ^v't�00
g a�6 y yQ o t'q• a otiy �� P o. 1+25.02
R•x O P •CT'Oi �Q'P JGaO G� / /" P 6 �. oy. Q- Gy.ry60 2+58.87
Q' 'S 3 4" WATER SERVICES 3 4 WATER SERVICES �S"oti `F�``1p'P`' y�' 0J '� "' �� p 1 G
o O Q\P yt O 2+92.20 y�
�. 4.OP �.p1• 2�" GP�•0 LT RT LT RT 3+25 53
h Q_ O h P ♦ P h G 3+25.53
q. ,r ,� J O �•O G�h' �+`r7-8�0+52.80 2+69.44 g P,GO' � ,h, �O �O t!Y"?G 3+58.87
0 y �. r 1`� O 0+65.16 2+92.95 Q
pOhFO `� h GP YA`Q�"Q�ryb 0+80.76 3+13.40 ,°��O`°•� Q hh V03t' 10yr'CT'PP 3+92.20
1+01.09 3+31.87 xx�gP ° 0 �` ° 4+25.54
y G �p a by o yQ yyQo
1+25.67 3+33.86 4+58.87 r^1W'CPS G P? 4+92.21 V l
ro 1+3109 3+58.19 Q ���1N, y G 5 ,1
h ^+9�P�16yOx,,39 1+52.63 3+85.13 yh Q +y '�Q� 6�h'O�y y 5+99.87
Q h• 9�yO�POry b1 1+75.59 3+99.80 O�• GP•�p ,5p, yF. i'
�°p 60 .0 1+99.02 1+96.05 4+28.52 9x O�G� �'l ,` Q GLENWOOD DRIVE
�� a
Ox�ya�P�tioy\; 2+16.51 4+48.97 Q-G� y°�"'h' 4750
F• Q- 2+43.39 4+60.87 ry• 0 �1
2+65.94 4+74.08
475 BROOKSIDE LANE
T-
o. 8R 0.50% _--
0.5
PROPOSED G ADE EXISTING GR DE Fi_-a73y.
116% " PIPE DEFLECTION �)
1 STORM SE ER CROSSI G �
FL=4740. 4 m
- - - - 4740- _--- - - -- _ - _ - ---
APE DEFLEC ION _= to
O
0 o
c
.82 L=47 7. 18' MI
18'MIN L=4738. 8 -• " L=4741.
� FL=4736.9 ggg
T ICAL SEWER SERVICE CROSSING L=4738.44
PIPE DEFLECTION W
L=4738.40 L=4 36.98
u_ITUN 6 v 29 LF OF 8 CL 51 DIP ATER MAIN /POLYWR P ,N F.in.v
473500 R-M -�-- - - 07 1340 LF F B" Cl51 DIP WATER AN
FL=4 36.10 - -....._l... - N
non .► n mo r1 mn R � ..� mn v;� o mm mm mcV ica au nn ono �n o+ jvf ro � O
m a o dd N n r m.a- m
n n �i �� !s `gam �f �&W
+�♦ ♦ �.r aG <� a�
0+00 1+00 2+00 3+00 4+OD 5+CO 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
1WATER MAIN PLAN AND PROFILE WATER MAIN PLAN AND PROFILE 1�
A83.1 SCALE: (1"=50'-0' HORIZONTAL) (1"=5'-0" VERTICAL)
A83.1 SCALE: (1"=50'-0' HORIZONTAL) (1'=5'-0" VERTICAL)
Drauring Date: 01121108
AB3.1
AS-BIMT
v2vos
05230
I
ISmo ,- y�
i
DISCHARGE IO BA%t?R DI1 � I ��
1_t-�T 5A - - - wog IfJALM R
S
�-H ! LOT 5B — z �
�- ------------------------ _
TOP ELEV =4732 M dck Spa l i I (o LOT 5( _ L
HOP ELEV-= 4750, \ --- _-----------r-------------- - --- BEY
SiC4
N
/ NEW COB BENCHMARK: , \ �� )T i; 1 �_{�T �C) B� Sheet 8 of 14
TOP OF ARROW BOLT = 4739.64 1 j \._ ___-� J - ____ `�9Z3 S
r>j� b, - --------------_ -
(CITY Of BOZEMAN DATUM) � r/'�l J _ �, y Ft p m
\ \. L f m
y ! i-OT )E m m
t Il�lt�ll�ll�ll�Il�ll�ll�ll�ll�ll�ll�44�44✓411�I1�l� 11\�1�11�11�11�11�11�11�11� �1 - 5C, a
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NL�i N rn '
-- -- m� �
f 1 n•n•4este�t�n�n,• `a oa) T SY
1 L�(I �� PROPOSED Scale In Feet 6) -
U1 a 4,750 Sq Ft ase� \20' WIDE STORM r� 50 0 50 U1
9,01 'S� Ft -nn---f ---- c e1 \ SEWER EASEMENT 16 0 16 p��$ a G
.Ll A W I d Im o Scale In Meters s s c oj,
/ c P NEW COB BENCHMARK: � ' �
50 '� (�t � TOP OF ARROW BOLT = 474144 /
----- 50' Setback 1 �` (CITY OF BOZEMAN DATUM) I I(1
W
a
'Plip,
Q-
0.
F
+�'��pp`iNQ�
°p �O Q�Gpy, ♦`0�0+�Q.�POry6�,yai' �6°� ��QiP�°�.Fc.O�" p-1
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00� p0� 06°� 0`' J �4 +'l P5?,L �°� �S•�Wpr�'0J a 0 b. P y OQ- Q-Q�P
+4-Q-P P
?6001'L 10 'L ?t�4 .S•y��40 y10 PQ �[�Q a4. !�1
02-P `Ox P G� C`'° G�Q���4o
xk�OyCO�
yt` Oyo a. \�y4j OPOR`O6 � 660 `�y- OO6 Q-$ oryS°�� Vl
,�. 0 y'�.Q100'CZ' racj+pP gip. 00'. �A3P?Pr'OOk- 060� �i�p,�0 �, ,�, ?
^�P
p"°�•�P�Q�I�°QQ'O? '�y`V�,�pp' �i'l0 4�,r�ci QOOch'J�'�'o°�,0 ° '�,O�' p
tix�gP`'000
4740
ANNIE STREET ay���aS��Gpm �xay���Q ANNIE STREET Z Q,
----- ?F�PQ Pam' ��— - --- - 0.50X PROPOSED GR DE-o.74X O
5 Qi
Q Z PROPOSED GRAD -p
-0 DX \G STING GRA -- EXISTING.GR Oeeeo
SIORM SEWER CROSSING L1 O
(1 FL=4 31.34 f�7
4730 , ------ -- - - -"--T
`--F'L=47 Z9.44 rr^�
L=4731.09
FL=4727. 4 4731.02 _
--- - - - - - N
L=4726.61 � 0
FL=4 26.69
i =4727.14 O
1po ao
-�♦ a♦ Q •� To
♦� ♦� �� a♦ w a a♦ st a� a� e� i� a♦ aw r
0+00 1+00 2+00 3+00 4+00 5+DO 6+00 7+00 8+00 9+00
WATER MAIN PLAN AND PROFILE
A83.2 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL)
Drawing Date: 01/21/08
AB3.2
AS-BXJMT
v2vo�
#C1523
i
CD T— — r
BLK 9 0 -
Z 1 —I —1 —I —{ G � � - ,L) IN i-2(YC)"i3Q x30" TN � F-
Wt- 21'x15' j i �% � �➢
J INSTALLED PEDESTRIAN RAMPS —{ 24 WHITE,INLAQ THERM LASTIC OR-1 '--J �1 1+0 ER M. �`�� I
P ADA TANDARDS R MARK 2020 PAYEMEN MARKINGS ALMAR 1
INSTALLED NEW STOP/STREET INSTALLED N STOP/SITREET -_-�R , N ALLIED CROSSWALK AS PER COB STD, j,
r SIGN TYP. AS PER C 0'WIDE PUBLIC SIGN TYP. A PER COB r - J D .No.Gz58TFR �.
( ) 'o T CURB OW BE EN L�
-� STD DRAWING NO 09810-1 1 UTILITY EASEMENTS Z STD DRANINC 0 09810-1 NO PARKINGyE51 S(T1P Q I STALLED AD WARNING
z71 CD V C�
yyo - -_ T -1 T GN(W11-2.3 x30")
D t -
Sheet 9 Of 14
U) -
ITl - - 7RF£T15'TOP _ - _ - - T-
LOT
) q c INS LED NEW STOP SaTRF m
't L_ SIG (TYP)�4$PER�V9 IN ALI,Ep NO P RKING ANY TIME"SIGN �• n c
_ -______ _-__ 1 STD DRAWIRC`N0 09 10-1 I r- NSTALLED ADVANCE„WARNING; ( TH ONE DIREC ON ARROW,TYP.) y IN ST NEW SLOP STR P N
n r I SIGN(W11 �, o x3D) _ F SIGN TYP. AS PER OB '
10- z `-/T 4.L( n g N __ _____ - - ; -�� -AliO WI6-9(- )30'x1R' SFALL -TNO ARKI' ANY 71ME1-SIN M D AWING fNO D98 0-1— 1 II K u
-1 r —i 7F1 ORE" RE TION AAARRRRRROOOIIIYYY TW.)__ r-- Z 1+ 7 0
s
O i G O �1 O O OI Q 0 Z D
s B�j
n _ L��-_� - __ - _ __ L�)T I L' .1 INSTALL 1-2 0 x30` C61
C
__
V -I� - o(v�f C 1 C� C 1 1 A v� I CO J Ci _ @ L
pP0 SF'' � � - PNI SELEV=47 " D I CID DI • In n � � L ` g
---T- -- - --__ o
=3+97.01
44.89 o R
A.D._-1.4497 C
S� K=55,1833 O� /� 7 W
80.0000'VC
4'b�0\ °,L 4� g4 a o
r 4, y ry
4750 R_OSA WA (1) LvG�7
2.1948X ----- ryGl,�� 4�`Y S �—- - T -
` -- ----- _ x_ QS y 0
- --- -�-------- -.5818%
bG.>i.
--' x
PM STA=1+60 1.yy0'S
-0.9569X
PV1 ELEV=1i4746.55 o _ PROPOSED AIDE �GV� �`Lx� yb 'xgrL CQ/�
.. ------�----
0115 y�
4740�- - 38 �. -_-- - G
-"___- ------- -- -1-18DOX- - ryxy, �yb Fil
Ekl 4
.00'VC ---'--�------'-- STIN
FUTURE-PHASEZ Fir
I
DATUM QEV
473000
h Ol r�.f h�.�j
0+00 1+00 2+00 1+00 4+00 5+00 6+00 7+OD 8+00 9+00 10+00 11+00 12+00
CENTERLINE ROAD PLAN AND PROFILE a
NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE
AB4.0 SCALE: (1"=50'-0' HORIZONTAL) (1"=5'-0" VERTICAL) FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
O�
O
9�
Pm STA=1+60 .�Q p0''
1(° PN ELEV=4746.49 b1
bb9��l y �11b9 ��'b1b A.D.=1.0115 ,f .y0b \Jy
px1'Grir ,6.y b ,y.,y K=39.5438 4� bh' x1°2' ' ry� 1$ 1b yS• g QO
,y0•J p0• <y 40.00'VC4750
5y b1 '5 "�Gt1, ,y.•yb ry;� 1bb• O
G x
ELT b�0 60 ,y
-0.79X LT b 04 .1h•
-0.612
4
iOzTRT - ?'a37[( �x10•� ,6h b1��•t.1 Vl O
-0.96X 0 G G 91'J ��e 1�X Z
--- ........
__ _ PROPOSED AOE .�0 'le 1ryx`G�,�,91
\ A 4740 O
pxryy11 --- - -
4 - ----- - _ =1.t8X
Nk b1b �\��JGJQO Ory`,y �. .�O �0 b � ' h0 �p1'1b O�� �q 5 Qy. --�E77f1SRNG CRAl -0. LT
hp ,y t Z b. ryh blef yob a0 4Q by, 16.,y 0r APO O\J a1' - - -0,OX RT
--- V l
---
ry�rr� ryx G�4'1p�` y �xpp'�\, ���, `ryy b1 b' pQ•C.bap'L APO Q1 1by'h x,� ��� S ,y1
4730
KG� bx0,�'1�F, \byy b1 yxry4� J Q-
b Drawing Date: 01/21/08
`rye°
x O l Ttf.V FI.FV ry
1+00 _'+0'I 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
TOP OF LEFT AND RIGHT CURB PROFILE AS-BLTII,Z'
AB4.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
V /08 #05230
I
N /
�r o c300N � W N F G 0 T_
PER M. O
C INSTALLEq NEWiSTOP/STREET ' r Z (� C G L- yr ��- v ALMARSSONI
j! cN(TYp')AS 3ER C08 J —I J
- STD DRAVIING NO D9810-1 �< ? C�
{` Z[J r pgg 1j
a mi _ 1 Ll / No•, �5 Ei� _
' T , mw �x �1JIINSTALLED PO r-y \ 'd�•"Cr (`�G
Ua -lI !;INSTALLED 100.83 L �h /ANAL
Try/ 8' L R
ESTOP 3 ' SDR-35 PVC 0 0.3 X 1
`L 1
Am TO BAXTER D
/ [739.75
Sheet 10 of f4
of "U m
� � F
I I I I I I I I I INSigLLED NEW STpP/STtt - -- �.�'_^ Ir
- I SIGN TYP.)IAS q iO-T 1 ' - mo ��# ~� - - Z ITOSE[)
STDRAN7NG NO Q981031 T .���O SE PUBLIO STREEIT �1o,: gao m m
WN 0T ITYIEAyEM�NTI I _ D
LOT I
� o c <�
- I fI w P
Pyl ���• cl
LOT IA _A VA _ lw ca,a
-
--aJ
-- LPL
5P -- T f
Ix
,yho 0 QS
a`OO
s J� `�° 1a0 xryO F,/ — -- - IN T #1 i - -- � 1
c`` yo y�ah`'� x�9' ° BROOKSIDE LANE 'G� — c� --
4750
I1-16-R------- --__ _ 0558% o
21•°11,5O D Rzz
PROPOSED G ADE ' --- - --EXISTING-GR DE-------- -- ----- 2Q
t------- - ----- - ------- - 9 \
�
a J0°\Sy yP�Py ryo°�p°�6 Q
Q.
o°pryQpSP 6a�° GLENWOOD DRIVE
4� 1a•�1 ax b 1' 91_ I�
also
,,I11', ELF,
- - - -
-.�r e
d
_ -- D - 1--------- - - --- -
-------------
0+00 1+00 2+00 3+00 4+00 5+00 N a
CENTERLINE ROAD PLAN AND PROFILE n Low POINT ELEV=a7a3.
+ Low PaN sTa=3+41.a W 4740 "-"-PM STI --3f58,17. --
---
NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE
AB4.7 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL} FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE W PM E V=4743.13 }�
A.Dr=1.9105
K¢36.6390
e;:30 Gig
'�a < •era �"nr +Y "'v a� i+ r� �Y �n vY v< �e LL��ii' I
5 S ap 0+00 1+00 2+00 3+00 4+DO 5+DO 6+DO 7+00
CENTERLINE ROAD PLAN AND PROFILE ti� �•1� Q
NOTE: TOP BACK OF CURB ELEVATION IS 0.06' BELOW CENTERLINE <� �)
A84.1 SCALE (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
o'h•J g �1�Ab S % `��t' APO\ LOW POINT ELEV=4743.20 V`1 SOS
LOW POINT STA=3+41.49
PM STA=3+58.17
ry y b `sa 'h P 2 Q ELEV 4743.07 9 1 2
}ti. � '��' �i .,��,"� ��•a1aaO�Q SRSaa ��1^bb•�a0 O OJy PM = �4 b1e� '.6'h g�r�P FwFiMM•�.1
4750 -_.... 4.--- _ q �, 1 6. a a P A.D.=1.9105 h q°1�J 00� �6�J ii p'y J tig 1aa i��a'h' Cif K= 36.6390
G
0.558X XFT 47 x•°�O Fr�`P'yJ O op• � o`'t''�p''S �• ao k'. D1�6�a ry
e
MOM'VCPROPOSED ADE EXISTING GR E
78%LT _______ _________ -- ---- ---
- ---------- -- - -"_
650 -. - -
n n
J Z
------------
ry�sb �" �'..2004140 /.R,�ab'
��
'y , I ,5•. 'o b J i J I
F,�,c00i PIT!/M h'/.F{ ci � 9 i". G •l 5 �J h a 0 � '
O Ox0 GF� °1A °x
0+00 1+00 2+ _..
g .
O p 11ITLM ATLI 1� ry`0G
+-iu no - �. � __- __ — Uravnng Date: Of/21/08
TOP OF LEFT AND RIGHT CURB PROFILE 0100 1+00 2+00 3+00 4+00 5+00 6+00 7+00
TOP OF LEFT AND RIGHT CURB PROFILE
AB4.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) A84.1 SCALE: (1"=50'-0" HORIZONTAL) 0' VERTICAL) A B 4■1
AS—BUMT
1/2t/OS
#05230
�vTI r Iv �vTi nT'_ .INST'�_M.
`•�\ +;�� f�Ac \.\ EW
L�)I 7L� E�� `tE) — - - SSIGN1D RAWI)IA F�C0� �_I q2
\YIe �_
L q 1, 9
No �KVkSE PUBL� STpf Z R M. 0
E{_)1 i A LOT 4E _
O DISCHARGE TO DAXTEII DITC . \ v T I JALMAR SON
�d o
I-1 r rrl U U m
LOT �E r��_�T 5A
\ -- — — ■ Q — �,< fi d- I`�]
U331 Ar„ — — — — I o 0
v EOT t�U ■ XLOT 5C c o
r T I� seas. I -1 _ —�I W ��W WW � I�� ~�
TOP ELEV.=4732. Spa E(_)T 6C CDLO I 5C — - _ ---J z�"' J Sheet 11 0� 14
BOP ELEV.=4730. _ _ _
LOT 6B `vl_OT Q — — — � m°8
't
PAK
LOT 6A LOT 5E -_ - - --- ----
Is! D m
D�crston Roada
o- i
C �
0726 Acre
IN L #4 INL T 5
PROPOSED oy ea
Pr aeed 20' WIDE STORM c e�`�. o•Oy y y9� �1 ���6
Ch nei 'L'` .� Q-Q' �PO�O yam,�,i o�,��y ��0 QpO e0f-j^
W Na n °t EWER EASEMENT 9 0 �.
()T 9A We+land Imp
cq F( 0.002ac �y0 0
---- x ` I 50' Se It
DURSTON ROAD
yQy ox y' 0x Q�I
0 hryryy ypy� i 0G ---- .647f WQ�O
POSED T.
_ __ 'le
--- -------EXlsfi
�^"�-�— --- ---- __ - COO O
'LH',y50� F�1y FP? 120.0000'VC .---
�y°°
xo °i O .�,O •F, c� PM STA=3+14 60 <
�O x �' ea 'Lry�y-P0 m PVI -473766 + n
ANNIE STREET \�y�P ox% ,;aoG� ` :132-9984 W --- - -
m � PROPOSED G ADE 0.50%
-0. 40 20. e HI(
- -'--•�---- ----� -Hll 4740
- EXISFN4G
. 42,35 00 0
tp m yom mm o r r o u� o o - N
a] <
I L W N1T50E.0000'VC
LOWPPOINTS V: 41+42�f
'YG4(EGE_v - PVI EV= 4 5.61 - 0+00 1+00 2+00 3+00 4+00 5+D0 6+00 7+00
-- 14:9151
"-2 EXISTING EDGE OF ASPHALT AND T.B.C. PLAN AND PROFILE a
n n n `.R `,R ,`� 3
AB4.2 SCALE: (I"=50'-0" HORIZONTAL) (1"=5'-0^ VERTICAL) '
0+00 1+00 ' 00 3+00 4+00 5+00 6+DO O
CENTERLINE ROAD PLAN AND PROFILE
I--I
A84.2 SCALE: (1^=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
Po V l
. .yb• mot,�`,L O 0�
x1�F.�'t`,�Oti•�Jb �*a�y6. `�•ry�00 PO N Vl ��1� '��o ��•� �` ems•�6 e o0
150.0000'VC yx,LOW PNLG��4. y0�,3�a 'y5 b1y h�a�y1 O
ANNIE STREET- LOW POINT STA=ELEV'1+311.36 �473 65 �o �,�,
4740 PVl STA=1+68.42
PVl 1 EV=4735. H
0.= 20023 0.5m
0.50
=74.9151
o
-0. x 2.0 QS 90 .Q W m HIG
'C, -- N -NK
E-XlSANG- ADE. .. .. --- - --- - - 't-- h ---- ,.
1
VG /
Scale In Feet
� m m 50 0 50
6'`0 �t�� `J0 1p.0000'VC 16 0 16
x 3+14.60 Scale In Meters
ray •y0 r Q- P a -
tip' y PN EI,PN STTA 9:V=4737.39 Drawing Date: 01121108
A.D.'_-0,1021
--� , K 132.9984- -- ---
11
G 9k.
.�x G
PAT„l,F.� A B 4 2
o,ef»u — —
0+00 1+DO 2+00 3+00 4+00 5+00 -0H ■
TOP OF LEFT AND RIGHT CURB PROFILE AS—BU ,T
A84.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
vztio�
i
OF l
//��
LOT U A 1\ '�IJALMAR SON
O
O
LOT
� sneer 12 of 14
I
PARK 3 II D E
Pry mS3 m
\\\ LOT /A = Lu I i'L LOT 4B DISCHARGE TO BAX R DI CH U)
DISCHARGE TO AXibl, - _
� I_OT 6E r''LOT 5A `' PARK 1 10
m mm
----- -- LOT 4A
LOT 6D XLOT `IE3 NE ORHOOD CENT B
-- --- •• `
--- -
TOP ELEV. =4732. L O 6 I_O T '(_ N ��JJ
BOP ELEV.=4730. Spa
p -- -r LOT U v g `U L R j £
G' \� LOT h B �L O T G�L. INSTALLED POND OUTLET \ g g g W
PAR c \� ` --------- - _�----- - �.11 ._ ------ZZ--- INSTALLED
PVC 0O.0%�1 g�a �4 Q
r8 LOT �A 3 g2LOT �lL LOT _1A TO BAXTER DITCH
T P E V. 4739.75 '
738.25
LOT 2B Rl PARK 4 w a
---- v
INL #4 INL T 5 8 g LOT 2A W Q 0,
- _
osed -- - 20 WIDE STORM j -+ LOT 1 U V
f i �
PROPOSED ,.�, I� � I fl Pi
L _ even el EWER EASEMEN --/--q----
LOT �A Weiland Imp -- �--�-- LOT I A
\0.0b2ac " L a
I
Setback A
L )T B T'�1`�C)T17yj
- - -- ---- ---
0 ..
Qq m ¢ m Ln u
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00
LOT I� a
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,o• ,, oe. y y F���
oti' 1� .x ti�` ryti. �� O�vF•
d''Pe1�pp o° 0�yy x6etiu� eti ,
11'15 q �a•�}' •� �`'� �C'F�, p'�� �o�a p 1"�ryry y�o°O
,ob�\FO,O.p��y 00 �0'��p� ka•'�` ry�`L OFF, Q-�2yro� �yx�yy,�P��'`,�?��a �'�F�•F$
\e,G�pJ�b� °\�L'���F•4 x° F�.��11�1 iry� �y ���01 P �x°�5���i l^�l�` �vF�' y° �`e•GJ��,b�O ..— -. _._ �y���� y6�1°
k
O• O a O y 4750 O b- k1
p'�S'Hi��° �j W
opd opoFyaay o0 o\�G �� F� h�F J a QpA yQ
4741 x0D'' pkry �xyy. ,t a1 ��� -
J
PF� ----- ----- ---------- --
4740. -_. .___.
• T .ELE =4739.7 }
-=i73B.2 _ -
24350 LF 15" SDR-
} PVC ®0,8 R-35 2 0.01 LF 16"a 27.0 SDR-35 100.83 LF i V1
V -4 !'_tT7jV F."LE'6. P11��F 15" 5 PVC ®0. 0% SDR-35
C ®0.50% PVC ®0.307
BOP LEV.=4730. ' DAYLIGHT STORM SEWER 4738.00
1.59 LF OF 5' 70.88 ..OF 15.'-.-._.. _ _ -- --- .
4730 PVC a 0.5 % -- -"-- --"PVC oE,0. 15 7 '"I�' O+00 1+00 2+00 3+DO 4+QO S+OD 6+DO 7+00
42.04 LF 0 15" I 8�P C ¢B-4 0 0%�"-
PVC ®0.507 CENTERLINE STORM SEWER PLAN AND PROFILE (GLENWOOD DRIVE)
AB4.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
D.4TL7M ELEV
--47Z500 0+00 1+00-__---- _- - 3+00 Drawing Date: 01121108
CENTERLINE STORM SEWER PLAN AND PROFILE (ANNIE STREET)
AB4.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
A B 4.3
AS—BLTMT
I/ /08
#05230
�Q
_ASEMENT LOCAL STREETS EASLV,I R = IS' a
� MARS ON
LINE JNE _ �'jl',� PJ0. �7t16
I_ 1 B L
p^�� � 1/{•/F7 37G SLOP 3%SLOPE 1 4" T� 5 oast! x.Ras
• � r O+PJ
3 SIDEWALKS _
Sheet ,s o, ,4
3"ASPHALT CONCRETE :' •.
NEW CURB AND GUTTER SURFACE COURSE 3"OF 1 1/2"MINUS A = -' i A .! - " U m c
GRAVEL BASE COURSE ,5'X E': .. Y - E m m a
GRAVEL BASE MINUS
IJN1TING, •-}-•� - ,'•.L a C'r'm '
UNDER CURB AND GUTTER S SIDEWu.q lag M. s slnnWuf flax)
15"OF 6"MINUS PIT RUN SUB-BASE COURSE - y If
in
TENSAR GEOGRID 1100 OR 1300 IN ere•fas) -"rem' - -e% ,.{• - '�' to
ACCORDANCE WITH MANUFACTURER'S -I --- - RfYgH f.Q s } E B m
RECOMMENDATIONS
COMPACTED SUBGRADE
NO7lS , .; „� s 1/r nw.hw.l
1. INTEGRAL CURB AND GUTTER.AS PER C.O.B.SPEC.02528-1 C N 1 r =
2. SIDEWALK AS PER C.0.8,STD.DWG,02529-10 AND 02529-11,
3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC,02223. �TOPSW • 3"R '4 4 5 a mcx
(TOPSOILING&SEEDING ON CUT&FILL AREAS ON I �') -, 4" aaNcwt't sues- C o alai
PROPERTY SIDE OF SIDEWALK) L d s/c to steal - - C t,
_ wwPs ro et roNsrwuerto wmr gtrtcrABl£ \mrrluG, rlor fine
4. GEOTE%TILE FABRIC WILL BE USED DEPENDING ON SITE ;/� • . ONwc sulFICIS COuPLHNa am1-6. i
CONDITIONS AS REQUIRED BY ENGINEER. • „ d NWo�N*�fw "EiZ�Ii°w(.wRNrwH`N�%rVpv rNIN IF ar E ;4
5. TENSAR GEOGRID 1100 OR 1300 WILL BE USED DEPENDING ON SITE f nuiER FLOW ufw::No 0-POINT ar THE,,Test f-E NAr m o
CONDITIONS AS REWIRED BY ENGINEER. % . < - eE Mas TN,Nf s rRok THE,Low uNE.
w /.5" IItINFORLE ca 11-IN Iw1Ps N- LU f
I�-y • tl ' - rscaa.N"ai A PALE IF 11/4 W../C.Y. p L IN-
4-• _ a<wnN e.e.,a ewcE wit McsN I'rP'�LVCAT10N)
- �;9 8
P OF CURB, 5_O' � �-12• 2C-i' Wi o
°O°O°Ot,U°O°O�
TYPICAL STREET SECTION BASE ED GRAVEL
; °O°O°O°O°O°O°O°O'c`n�o°O°O° wXVAa r0p� ygso6' l �i
/ J 0 0 0 0 0 0 0 0 SIDEWALK
AB_.0 SCALE: NTS 'UB-BASE PJURS'E' - - - 6'SIDEWALK 7 ��E 5.5 ND LP
5 As REQUIRED
IILL vARles- ANDIeo / SECTION B-B ss
1 _... -_ r. NO uP�li 1`9.S I Iao'w'I NO!GALE
CGMPACTED S,IJGRADE 6- �� �4
Iql@ G 6" CONCRETE � ade
A i rll fI 1 ANNIE STREET t ASEMENT 1. Subgrode or bore one aeaipoaaen shall conform b section 02230(M.P.W.Spero.,1995 se.) pip S GhtAVEL 84SE(1YP.) \
(LINE 2. C-11-tlan joint.anal'be please at to-Int-N ana shall have a minimum depth of 3/'V old minimum width of 1/6". SECTION A-A
3. 1/Y panaion inl tali.1 hall be placed t 11 P.Ca,P.T.e,curb roams and at not more than 300'inbrveb. Th. -
t 57 _-� a panaion maler(al.hall exbrNl UloMgh tlw lull depth of Ins rb d gutter. NO SCUP
!. Na cub and qutbr snail be plawd teemeul a Mal loan Inspection by the City Engines,or to.represeradive.
_ s _ z3.r s' _ 5' 5. CaMrab.hall be Can M-400D. SECTION C-C E.-
6. Crushed grovel base anon mast Iha ngWramanb of Section 02235(MPW SPECS,2006 ad.) For curb and
VggADf� 1 4" T 37G SLOPE 3X SLOPE 1/4"/FT r GtE TIES 9uller roploaement 1, 0U,washed rack may M used for W gravel base. CONSTRUCTION NOTES: 1q 8CAlE W
E'S V 1. Standard ppGu to w aon trvction,wish m.curb R-15%and in 5.5-baubwrdr F��1
SIDE ALK SIDEWALK 4 2. Ramp we to Fie poured anolhNadity
CONCRETE CURB AND GUTTER DETAIL 3 St._droll inla4 DWI be annat-se NPetrworri al mmpa -6,ne Ia aaan,P-IMW only upon City Engineer',nproval.
3"BITUMINOUS ASPHALT AB5.0 5. Sid P sidtth ssh-allbaai.5'nrl gill.- aed 21[.
SURFACE COURSEMINUS
SCALE: NTS C.O.B. STD. DWG. N0. 025P8-1mat
w GRAVEL BASE COO SE REVISED MAB. zoos PEDESTRIAN RAMP
F 6"OF 1 1/2"MINUS UNDER CURB AND GUTTER 6
CRUSHED GRAVEL BASE
COURSE OVER 15"OF ABSA SCALE: NTS C.0.6.STD.DWG.No.02529-B(REVISED APRIL 2006)
0 6"MINUS PIT RUN
COMPACTED SUBGRADE
to
U
= NOTES ^1
1, INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1
RESIDENTIAL ORIVEWAY APPROACH. rTl
2, SIDEWALK AS PER C.O.B. STD.DWG.02529-10 AND 02529-11. From and cover to be either D&L A-1172 ring with A-1178 cover, hEi(
3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC,02223. EJIW 3771/3772 series, or approved equal.
(TOPSOILING&SEEDING ON CUT&FILL AREAS ON Covers shall have two 1" pick holes.
PROPERTY SIDE OF SIDEWALK)
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE
CONDITIONS AS REQUIRED BY ENGINEER.
5 TENSAR GEOGRID 1100 OR 1300 WILL BE USED DEPENDING ON SITE
CONDITIONS AS REQUIRED BY ENGINEER. Adjustable rings, NOTE:All joints between manhole sections, manhole ring & A
2" min., IZ' max. top section. and around sewer pipe into manhole shall be w
-or Ids) Watertight. Jointing material shall be"Rom-Nek` or equal
_- J4, -_ for all joints except between sewer pipe and manhole wall. /�
ANNIE STREET SECTION _ I ~I�
2
AB5.0 - -- -- - 5' 5., al
SCALE: NTS 4 l7 '-` O �1
4. 70P501 y. ",,.i��\ ,f Precast reinforced concrete manhole riser W `I
(n'P.) 'r'\ I� and eccentric cone top manufactured in
1 < - Mahole slaps at accordance with ASTM designation C-478.
�, •''t glove \ 16" centers f�
DURSTON ROAD s •. T. -
EASEMENT - _
� 4
I, SU lfUW FUTURE ROAD LINE /// • 4 ;- 4 Grout Invert to apnngline
-----9' {r 6" or pipe H 9....
c balweane O
LS U'JE
l6 D S D 120 1211) 40' 4 , p pd ndHanes! It' IULEVARD IK1groabr than 1/B" L�IT 0°°"' 3E 3% -' } - , ,E CRUSHED GRAVEL G L7 G V O I_,U G C)C:C) ;)� f)( O G O O O BASE - 3" MIN f i 1�a\6`' SIDEWAL -- -_ - O O O O ) <) O O O
EXISTING 4"ASPHALT CONCRETENEW CURB TER SURFACE COURSE SUB-BASECOURSE AS REOU'REn y .y VariableaEXISTING 3' CRUSHED BASE COURSE i8 5nellalpe 1" per I 3`OF 1 1US (1"MINUS)CRUSHED GRSE :TT <. He torartl hamal.SeeE%ISTNG 24"SUBBASE 6"MINUS COUTjSE OVOF ( ) ° channel cdMail.6MINUUN COMPACTED SUBGRADE tv o° _ FlnXible gasketed joint (typical
UNDER CURB AER EXISTING WOVEN GEOTE.XTILE FABRIC IONS for precast bases - see detail)1. Subgrode or base tour»compacllan.hail.-tonal to-tl-02230(M.P.W,Space.,1996 ad.)WOVEN GEOTEXTIC 2. contraction kdrds Han Da placed at 10'Intervals and shall have a mlmmum depth of 3/4'and minimum width of 1/IY. p
3. I/T panslon dal tonal hall be pl se l II P.C...P.T...taro r.tu-.old at not moro than 300'intervals" Th. O
MATCH EXISTING ASPHALT s panaion mote l Mall extend ihrougn Ina lull depth of the cure and gutter.
(SEE NOTE 5 BELOW) NOTES: 4. No curb and gutter.mall as Pie ad shroud a Final roan sip-ban by the City Englneer or his repres-A.... Chan eel = die. 01 pipe
WIDTH VARIES: V-8"to 3'-1" I. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02525-1 5. Cora.Noll be Con M-4000. -- ,
6. Crushed gravel awe shall sat the raWiromente of Section 02235(MPW SPECS,2003 ad) For curb and Tom. s-•+TrT.-•
RESIDENTIAL DRIVEWAY APPROACH. UNDER CURB AND GUTTER guitar mplocarrleM project..sashed lack may be used for Inc Slave'boa..
2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11 and 02529-75. - Precast or poured-in-place base.
3. FERTILIZING AND SEEDING AS PER G.O.B.SPEC.02223.
(TOPSOILING&SEEDING ON CUT&FILL AREAS ON M4 bars - 1'-0" c-c concrete nthclkness base.below pipe s
PROPERTY SIDE OF SIDEWALK) SPILL CURB AND GUTTER__DETAIL V�
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE 5'-4" dla. t Inches. Precast base, minimum
CONDITIONS AS REQUIRED BY ENGINEER. A85.0 SCALE' NTS REVISED TM AR (min.) thickness is 6 inches. All boles
reinforced as shown.
5. SAWCUT EXISTING EDGE OF PAVEMENT AND PROVIDE 4" ASPHALT SECTION
BETWEEN CURB AND EXISTING PAVEMENT. ALSO PROVIDE A 3"CRUSHED Radius of
BASE COURSE SECTION(I-MINUS),A 24"SUBBASE COURSE manhole
SECTION(6"MINUS)AND WOVEN GEOTEXTILE FABRIC. Slope at 1" par Coo
)6hd.nel to full
e depth
NOTE: Storm droin manholes shall
not have formed channels and the
DURSTON ROAD SECTION thanstbopti om,nof dra�dlolen 9` higher Drawing Date: 01121108
Pipe
AB5.0 SCALE: NTS
SECTION A-A
n SANITARY SEWER & STORM DRAIN MANHOLE A B 5 O
AB5.0
SCALE: NTS C.O.B. STD. DWG.N0. 02720-3, DEC. 2003
AS T]
L/08
#05230
I
ER M. 0
sry� JALMA������SSS777 SON'
IM ELEV.=4741.13 B< $,
IFCO 714 OVERFLOW GRATE StfffR
sL01 WIDTH=2.09" NI
SEE SHEET C1.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS
TOP POND I BERM Sheet 14 Of 14
ELEV=4739.75 EXISTING GRADE EXISTING GRADE
1B"OUTLET PIPE 09 C m cD E
FABRICATED STEEL
is HIGH x24 WIDE o INLET GRATE LOUT=473B.34 4 nTYPICAL DETENTION POND DETAIL
m a�
¢[ E 2,
/ A85.1 SCALE: NTS 7
BOT.POND I/ 10 m
ELEV-4738.25
D
i;ilei C $'
PROVIDE RIP RAP .E o u)
:.
AT ALL PIPE OUTLETS Q1
TO DITCH �i g
m o 2
W
B588
I�-
4p �-M�-4'THICK PRECAST CONCRETE
1 POND •l OUTLET CONTROL STRUCTURE
5.1 SCALE: NTS C B
AB
ALTERNATE DESIGN--
E mMIGHTPFR RISE �m (x To%� 1 6 B C E f O
SE M
6 Imo 1!VV z2' 3 TD 1 )Ip' Y 27 a5 n .. I^
M ELEV.-4733.54 24 1769 W 281/2' 3TO+ 31/2' 6112' S9 33 72 49
IFCO M 714 OVERFLOW GRATE \ 3c sn, 225'2' 36'3F1" 3 TO 1 4 e V2' SC n % 72 z w
3d 4l3J 26 s,r6' a!/� a To 1 a 1/1' '.I ve' Rc 36 95 a o
5260 S1 1;B' !TO 1 4 1/2 'S 13/I6' fib 36 35 Td V1
SLOT WIDTH=209" 6w 31 Y 10 sd 1/1' 3 To 1 4 6C 36 3c 84 F W
;mO n' S5' 3 TO I 3'/2- 251/2- 60 36 5. 5O
9520 .5' 3 iO I 6' 31' n 35 96 10 O
TOP POND BERM 1z r550 - 2.1
a'r n' 60 35 12c
ELEV-4732.36 Iec mY 2 1;1 I 21 Vz de 18
Io2 v4
-- 15°OUTLET PIPE
------------------------
FABRICATED
NOTE: �
STEEL TIE HOLES ARE CAST IN SECTION AS REO'D FOR TYING PLAN 6&II'
15"HIGH x24"WIDE o FLARED END SECTION TO ADJACENT SECTIONS.
INLET GRATE v'S FL OUT=4730.95
zi
BOT.POND K
Y ^�
120'
.Y. -PROMDE RIP RAP N O _
AT ALL PIPE OUTLETS
TO DITCH
18"DIA.
4"THICK PRECAST CONCRETE
2 POND N2 OUTLET CONTROL STRUCTURE ENo TONGUE END ON INLET Lo111197 AL SECWN �I
GROOVE END ON OUTLET ^
F�1 I
ABs.1 scALE: NTs n FLARED END SECTIONS
AB5.1 SCALE: 1"=1'-0°
O Q
INLET CAS11N0
NEE—R-3(157-L, u
f"MINIMUM EJIW 7030-1..OR 1�
Y .PE—O DES R Z01,i OR
OPENING 0 35
• 5/6 SMOOTN ROD
CENrERM IN OPENING
(E%CEPT FOR EJW 7030)
7771
FLAT TW
� A
NATURAL GROUND
--- - COMPACTED BACKFILL(TYPE A) Vl W
z_ ¢
6"MIN. BEDDING(TYPE 1) m
W71R IPPRox
DLKR OUT FOR _ EQIIV RISE �.11 NBA W(i) MppIT PER
NL_ PIPE SII SI (n FOOT LBS
I 3+n' zY 11 1 1 320
2' 120
2s 1d' 10 I/2' 21 1/2' I
30 22112' 351/4' 44
26 5/.' 4!3/4' S 4
42 31 5/w 5+1/6' B.6 4 112' 105
895 __.—_
1345 - -_- T vl
54' BS' 255 1860 H� •- - - - -
_ Ba 61' +02' Y.6 d' 2490
9E 11 1/2' 122' SI.I 9' 35TO
LAYING LENGTH _
13z +nR V2' Ise 3/: 55.' mac 4"MIN.BEDDING SPAN
I- 4 r PREusr w5E LOVG77UDINAL TC77ON MAN51119m SEVIOv
_ CONCRETE ARCH AND ELLIPTICAL PIPE Drawing Date: 01121108
6
AB5.1 SCALE: 1"=V-0°
n 36 E STANDARD SWTORM72DRAIIN INLDET A B 5.1
AS-BUMT
vzv08
#0523
SANITARY SEWER SERVICE LINE ELEVATIONS
Traditions Subdivision, Phase 1
As Gonstructed(Eievaticn at end of 4" sewer service line)
ROSA WAY (1) ROSA WAY (2) BROOKSIDE LANE GLEhJ11 OOD DRIVE
Station side Elevation Station side Elevation station side Bevat on station side Elevation
3+40.63 LT 4736.80 0+59.91 RT 4726.15 0+41.86 FAT 4737 1+77.02 RT 473576
3+68.93 LT 4736.68 0+88,36 RT 4725,99 0+45.50 LT 4738.10 2+15.53 RT 4735.91
3+97.24 LT 4736-32 1+11,43 RT 4725,93 0+69.76 RT 4738.01 2+48.87 RT 4736.05
4+25.54 LT 4736.15 1+34.51 RT 4725.83 0+90.09 RT 4738.11 2+82.20 FAT 4736.18
5+32.70 RT 4734.81 1+60,05 RT 4725,72 1+13.67 RT 4738.23 3+15.53 RT 4736.31
5+47.10 LT 4734.89 1+88,05 RT 4725.60 1+14.83 LT 4 738.46 3+48.87 RT 4736.45
5+72.45 RT 473444 2+13-60 RT 4725.49 1+41.63 RT 4 738.38 3+82.20 RT 4736.58
5+09,95 RT 4734.08 2+36.67 RT 4725,39 1+64.59 RT 4738.50 4+15.54 RT 4736.71
6+27.70 LT 4734.13 2+59.75 RT 4728.30 1+81,76 LT 4738.80 4+48.87 RT 473+6.85
6+47.46 RT 4733.73 2+85.29 RT 4725,19 1+85'05 RT 4738.60 4+82.21 RT 4736.98
6+84-96 RT 4733.37 3+13.29 RT 4725,07 2+0,9,51 RT 4738.71 5+24.22 RT 4737.15
7+02.70 LT 4733,42 3+38.83 FAT 4724. 2+30,39 RT 4738.84
7+22.47 RT 4733.02 3+61 .91 RT 4724.50 2+48,68 LT 4739.33
7+59.97 RT 4732.66 3+68.17 LT 4724.67 2+58,44 RT 4 r 39.15
7+82.71 LT" 4732.67 3+84.99 RT 4724,31 2+81,95 RT 4739.26
8+02.48 RT 4732,26 4+10.53 RT 4724.10 3+02.40 RT 4739.36
8+89.32 RT 4731,25 4+38.53 RT 4723.86 3+16,61 LT 4739,64
8+96.44 LT 4731.40 4+43.18 RT 4723.83 3+22.80 RT 4739_45
9+36.2 0 RT 4730.79 4+64.0 7 RT 4723.65 3+47,19 RT 4739.57
9+53,99 LT 4730.83 4+87.15 LT 4723.68 3+74.13 RT 4739.89
9+73,70 RT 4730.41 5+12.69 RT 4723.25 3+82,54 LT 4739,95
10+11.21 RT 4730.03 5+18.20 LT 4723.43 3+97.06 RT 4739.80
10+28.99 LT 4730.08 5+40.69 RT 4723.02 4+17.52 RT 4739,89
10+48.71 RT 4729.66 5+66.23 RT 4722.81 4+37.97 RT 4739-9'9
10+86.22 RT 4729.28 5+89.31 RT 4722.62 4+50.46 L 1 4740.27
11+03.99 LT 4729.32 5+91.71 LT 4722.82 4+63.08 RT 4740.11
11+23.72 RT 4728.91 6+15.33 RT 4722.40
11+61 .23 RT 4728.31
11+83.99 LT 4728.52
12+03.73 RT 4728.10