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NEWT -CASTLE
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CIY ROAD ,/335
VICINI TY MAP
NOT TO SCALE
FOUND REBAR & CAP
\ LS 16842
s
\ �o
LOT g
(TWO UNITS) \
14229 SO. FT \ v�
0.327 ACRES 0
CD
I / 15' DRAINAGE fir., o
EASEMENT
Q) 1 LOT 10
�\, 1 1524 6 SO. FT.
0_350 ACRE ,
>� l ( A 'f . 1,f10'r
f v rigA"%,.�, , a
Accord:ng to Colorado law, you must commence .1 ��f'�' %4 h' �y µ
any legal action based &Won anV defect in j r�r� j� , 6M
j
this survey unthin three years g1ter you
,Arst discover such defect. /n no event may C"010 'Q,'o 6�9
any leyal action based upon any defect in
thus survey be commenced more than ten years Y �, ,= ( ��..� /'� �_��
,,�i�om the date of the certocation shown �� Cf��'�f��� ei"""'""'° "'"�""`"t' ' ^* ^
hereon GOI��>�>.1' . �` '� Ff�' ''..."..""�.._ Nw ��> 1fy rl; (° olor .1do (,Y0,'?) < 1 '-� 6 721---
--modlownwommew -.1 -
SOUTHEAST CORNER
SECTION 34
ROCK FOUND IN PLACE
_z4PORTION Ori Th''
,SECTION 34 _77
771LI1�G 1 70. 5
9 0 X.., OF Tfl�' 6 T1 Pel
G�IR�I�'LI COUNTY, COZOR.,4-PO
t,'EF"lF/CATION OF DEDICATION AND OWNERSHIP
/ ~h`0'/ ` and further that this subdivision is in substantial compliance with the Garfield County
(a / Subdivision Regulations of 1984.
(6�
--------------------------------------------------
Dote
1� 02
1 FOUND REBAR & CAP
LS # 16842
15' UTILITY
EASEMENT
PLAT NOTEs.
KNOW ALL MEN SY THESE PRESENTS that R. B. WATER AND SEWER COMPANY, a Colorado
corporation, being sole owner in fee simple of all that real property described as:
1) Lots 5 thru 9 may be divided into separate interests after
A parcel of land situated in the NE114SW I14 and the NW 114SE I14 of Section 34,
an amended
Township 5 South, Range 90 West of the Sixth Principal Meridian in the County of
legally describes
Garfield, State of Colorado. Said parcel lying northwesterly of the northwesterly
interests to
right of way line for County Road No. 335 as constructed and in place and
easterly of o fence as constructed and in place. Said parcel being more
particularly described as follows:
3) No open hearth solid -fuel burning fireplaces
Commencing at o point on the northwesterly right of way of County Rood No. 335
CLERK AND RECORDER'S CE-RTIFICATE.-
from which the Southeast Corner of said Section 34, a rock found in place bears
A// dwelling units will be allowed an unrestricted
or appliances. All dwelling units will be allowed
S. 62'02'56" E. 335189 feet distant; thence leaving said right of way N. 24'09'39" W.
This plot was filed for record in the Office of the Clerk and Recorder of
744.41 feet along said fence; thence leaving said fence N. 24'09'39" W. 173.25
Garfield County, Colorado, at o'clock --M., this ------- day of -------- ,
feet to a point in the Colorado River; thence N. 7253'05" E. 489.35 feet along
in Book ------- at Page ------- , Reception No. ___________
said aver; thence leaving said river S. 36'2l '29" E. 730.23 feet to a point on
said right of way; thence S. 53'10'00" W. 655.91 feet to the point of beginning.
-��_----Clerk & Recorder-
Said parcel contains 462,310 square feet or 10.613 acres, more or less.
BY----------------------
Deputy
Said parcel contains 10.613 acres more or less; has by these presents laid out,
COUNTY SURVEYOR'S CERTIFICATE-
platted, and _subdivided the same into lots as shown hereon and designate the
some as Riverbend, Filing #5 in the County of Garfield, State of Colorado.
Approved for Content and Form only and not the accuracy of surveys, calculations
That said owner does hereby dedicate and set apart all of the streets and roads
or droftin_q. Pursuant to C.R.S., 1973, 38-51- 101 ET.SEO.
as shown on the accompanying plot to the use of the public forever, and hereby
❑ indicates set monument, f5 rebar and
dedicate to the Public Utilities those portions of said real property which are
(signed) --------------------------------------------------
labeled as utility easements on the accompanying plat as perpetual easements for
County Surveyor
the installation and maintenance of utilities, irrigation, and drainage facilities
including but not limited to electric lines, gas lines, telephone lines; together with
OWNER.
the right to trim interfering trees and brush; with perpetual right of ingress and
ATTORNEY',S CERTIFICATE.
egress for installation and maintenance of such lines. Such easements and rights
I--------------------------------------- an attorney licensed to practice in
shall be utilized in a reasonable and prudent manner.
the State of Colorado, do hereby certify that all dedications to the public as described
IN WITNESS WHEREOF said owner has caused his name to be hereunto subscribed this
on this Final Plat are free and clear of any liens, claims or encumbrances except
____ day of ----------------------, A. D., 19 _-_-.
/ ~h`0'/ ` and further that this subdivision is in substantial compliance with the Garfield County
(a / Subdivision Regulations of 1984.
(6�
--------------------------------------------------
Dote
1� 02
1 FOUND REBAR & CAP
LS # 16842
15' UTILITY
EASEMENT
PLAT NOTEs.
1) Lots 5 thru 9 may be divided into separate interests after
the approval of
an amended
plat by the Board of County Commissioners that
legally describes
the separate
interests to
be created.
2) A site specific foundation design for each structure shall be included with ony building
permit app/kation and that each building design w1/1 include anti -radon gas accumulation
measures.
3) No open hearth solid -fuel burning fireplaces
will be allowed
within Riverbend,
Filing No. 5.
A// dwelling units will be allowed an unrestricted
or appliances. All dwelling units will be allowed
number of natural gas -burning fireplaces
no more than one new woodburning stove
GS defined by C.R. S. 25-7-401, et sea. , and the
regulation promulgated thereunder.
4) Easements 7.5 feet in width shall be reserved on each side
of all side lot lines and 15
feet on all front lot lines for access and utilities.
5) No access will be allowed from individual lots
directly unto
the County Road.
6) Individual household pressure reducing valves
are required on
each water service
line.
0 indicotes found monument as described
❑ indicates set monument, f5 rebar and
aluminum L.S.
15710
- Date of survey - March, 1995
OWNER.
R.B. WATER AND SEWER COMPANY
P.O. BOX 1989
GL ENWOOD SPRINGS, CO 81601
CURVE RADIUS ARC LENGTH CHORD LEN CHORD BEARING
DELTA ANGLE
TANGENT
C1 75.00' 109.80' 100.25' N
1 7'46'46" E
83'52'50"
67.39'
C2 100.00' 146.40' 133.67' N
17'46'46" E
83'52'50"
89.85'
C3 125.00' 59.86' 59.29' N
10'26'34" W
2726'1 1"
30.51'
C4 125.00' 30.62' 30.54' N
10' 17'33" E
14'02'03"
15.39'
C5 125.00' 32.24' 32.15' N
24' 41 '52" E
14' 46'3 5"
16.21 '
C6 125.00' 56.48' 56.00' N
45'01 '45" E
25'53' 12"
28.73'
C7 125.00' 3.8 1 ' 3.8 1 ' N
58'50'46" E
01'44'50"
1.91 '
C8 75.00' 109.86' 100.29' S
78' 19'08" E
83'55'23"
67.44'
C9 100.00' 146.47' 133.73' S
78' 19'08" E
83'55'23"
89.92'
C10 125.00' 55.09' 54.64' N
72'20'42" E
25' 15'01"
28.00'
C 1 1 125.00' 28.1 1' _ 28.06' S
88'35' 12" E
_
12°53' 12"
14.12'
C12 125.00' 84.05' 1 82.48' S
62'5246" E
38'31 '40"
43.69'
C13 125.00' 15.84' 15.82' S
39'59' 1 1" E
07' 1530"
7.93'
RIlI�RB�'NI� FfLING ,�5
-------------
NU
BER 1 REUISIDN DATE I BY
i
- i
_ - - _
Diane R. Hoot, President
State of Colorado
ss
County of Gorfield )
The foregoing dedication was acknowledged before me this ------ day
of ----------- A.D., 19 by Diane R. Boat, President of R.B. Water and
Se wer Company.
WITNESS MY HAND AND SEAL
My commission expires:
------------------------------------
otary
Address:----------------------____�______�-_
SURVEYOR'S CERT/FICA TE.
1, Kenneth R. Wilson, do hereby certify that I am a Professional Land Surveyor
licensed under the law of the State of Colorado, that this plat is a true,
correct and complete plat of Riverbend, Filing #5 as laid out, platted, dedicated
and shown hereon, that such plot was made by me from an accurate survey
of said property by me, and under my supervision and correctly shows the
location and dimensions of the boundary and easements of said subdivision as
the same are staked upon the ground in compliance with applicable regulations
governing the subdivision of land.
IN WITNESS WHEREOF I have set my hand and seal this --------- day of
-------------------- A. D., 19 ----
Professional Land Surveyor #15710
ARD OF COUNTY COMMISSIONERS' CERTIFICATE:
This Plat was approved by the Board of County Commissioners of Garfield County,
Colorado, this ----- day of -------- 19__-, for filing with the Clerk and
Recorder of Garfield County and for conveyance to the County of the public
dedications shown hereon subject to the pro vision that the approval in no way
obligates Garfield County for financing or construction of improvements on
land, streets, or easements dedicated to the public, except as specifically
agreed to by the County in the Subdivision Agreement.
--_-.-_--___---_...----_---__----.
---_-
Chairman
Witness my hand and seal of the County of Garfield.
Attest._ --
County Clerk
✓ob No. go -200
Dro wn by: I>S0 /
L�1P
.T Date.- 11/11/96 ..
Appr y: A7#r
Of
_ File:
'- ~,,. '"`~.50
.~`~
- -
--_.'
IV. -45J2. 17
RE N
-4545.82
N.
TWO �ER DUPLEX L 15 14
00
Af'fl-DROV-ED BOR CONSI'lo-NUCRON
`
- - - - - - - -'- - ---'
nA
LOW �VT ELEV 56 15.42
ut-1 156,32 -1 -
FIELD VERIFY PRIOR To CONSTRUCTION
K 32.60
100. 00 VC
14� Lo
i-------------- - --
If
FINISH,�D GRA DE
EXISTING GRADE
TICAL SCAtE- 1" 5
5600-00
Qj
0+00 1+00 . 2~=0 3.00 .-00 . 5~=0
IV
pon any a*fect in
tAts survey unthin tAree years after YOU "M4,00d r�dorado 6,16,01
,Arst awscover such a�pfccj /n no eveni MaY SG ' 4 - -9
any be CoInmenced mom Man ten years
Aereon
WA TERL INE AND6" go- BENO W/ FIRE HYDRANT
THRUST RLOCK 6- 90- BEND W1 THRUST BLOCK
E.-4675.59 VERIFY LOCATION OF EXISTING LINE
E -470J. 79
. / .
/ | ��-`~# �|8��r14 6.4 ��%��.
' . =� `"".=". `.°.". 133.67.
GIL NERA L NO 7E S
C�� g �����'J�pg'~ �����~^
��""��,.���° ==��"'.�"� 89.85.
R1VZR_pEyV_p
'~.,°,=^=^'
50 " R. 0. W.
//
-`'_J/..' ',~^-=',^ S`,,~,="^,"
(957. PROCTO? DENSITY)
'8" CLASS 6 AGGREGATE BASE
AGGREGATE BASE COURSE' AS DETERMINED
D
..^. . . . .-'^'''' ._' ' .��--'^.--' SEC TION
RIVFR VIFX DRIVF I
S77/ _-+-'�.�/--_�/`+''1. 6 6'
"
TOPOGRAPHY LINES AND ^I/|�;�' '`"='" SURVEY
MEMARCH, 1995.
By SCHMUESER GORDON2)
REMOVE ALL VEGETATION AND PLANT MATLRIAL AS WELL AS TOPSOIL.
STOCKPILE TOPSOIL FOR REPLACEMENT ON CUT AND f ILL SLOPES.
^'
SUSGRADE MATE -RIALS IN MAXIMUM 8" LOOSE LlfTS' TO 957,
STANDARD PROCTOR AT -�-1-27. OPTIMUM MOISTURE CONTENT
�
=��==^� � � '�� = OR =.� � = =� 6
°'= IN ',~", .,°"^', ^', '"~'",°.",," 'S~, ',^,,^^'/
`v
CHIP SEAL
"�:���'T AGGREGATE
��O�`�yR^,
���|���^���, TO "~°`^'^"^^"^ O,����[��X�
^v TWO '`, ''=~ SIGNS AT ="�"°
°, TWO '"/ 25 ^~~"`'= "= ^°"' '`°=�'" ^'"'"°'""=
/ \ /
''
~��V.]����'����^�:�^�iL
/�)��U��`E�''^�{��J:��[=,^/�� ���t��S�
CAp W/ �
""".`,^°= �" =,~°'= `^"° ^ ~°"~, ^``"D ^^"'
/A10-TES.-
1)
'VC TO BE ^= =-900 '= 14) FOR °' & G=="
m /
''
'��|S��E �"�����`���`�""t���JOINTS TO BE ^^,-, "~°^' ',"~ ^="""'
WILL BE REPAIRED.
.. /
J)
COMPACT BACKFILL = 9" ^,�==5.==°��=,°��
�,
'^^',="-^ AND TO 90� ^`^,-~"°-E
'
w
HORIZONTAL ALIGNMENT OF THE ==~ LINES ���° 5' DEFLECTION (MAX)
|
PER JOINT, ALIGNMENT TO BEKEPT WITHIN THE ROADWAY SURFACE
5)
=� TO = �= GRA DED BEFORE =��, =°°, "~,��
i
°v
°"~'""^`^-°' =^'^""~ TO ^,, "' TO TOP'"- PIPE/
`'
~°~^°.^^° '". ^°',~.~°°',','" FROM^='.`°,°^'~°"
,
8)
INDIVIDUAL PRESSURE REDUCING VALVES WILL = REQUIRED FOR EACH UNIT
R1VZR_pEyV_p
'~.,°,=^=^'
50 " R. 0. W.
//
-`'_J/..' ',~^-=',^ S`,,~,="^,"
(957. PROCTO? DENSITY)
'8" CLASS 6 AGGREGATE BASE
AGGREGATE BASE COURSE' AS DETERMINED
D
..^. . . . .-'^'''' ._' ' .��--'^.--' SEC TION
RIVFR VIFX DRIVF I
S77/ _-+-'�.�/--_�/`+''1. 6 6'
5 6,30
5620
5610
5600
ivv/G.• PLAN VIEW GYSTANCE BEnWEN MANHQCES /S CENTERLINE NO TE FIELD VERIFY INVERT OUT ELEVATION AT MH#1
% rO CENTERLINE 4F MANNQLES, PRo�rL£ )?r our
AND AND G- PRE-TREATMENT STRUCTURE PR/OR TO CONSTRUCT/
S70P£ BETi►E£N MANNgC£S /S FROM INVERT OUT TO ON
INVERT /N OF MANHCV ES (� To � MANH0Lf- DISTANCE
MINUS 1/2 INWE OIAMETF•R OF EACH MANHOLE).
1+00, 11 -t<50 2-x-00 2-50 `3+00 Jf50 4.00 4f50 5-00
EXISTING
MN# 1
�N
cy to ,
INVERT IN
=5627.09
QQ
Telephone PeQ'as'lal
INVERT -OUT
=5620.88
�'lectr2'c Trans o
J`' rmer
STA TION _
RIM =
0;#0.-00..
5632.83
I
1
T.
i i
/ 4340.03
E 4657.98
l
0.37
ivv/G.• PLAN VIEW GYSTANCE BEnWEN MANHQCES /S CENTERLINE NO TE FIELD VERIFY INVERT OUT ELEVATION AT MH#1
% rO CENTERLINE 4F MANNQLES, PRo�rL£ )?r our
AND AND G- PRE-TREATMENT STRUCTURE PR/OR TO CONSTRUCT/
S70P£ BETi►E£N MANNgC£S /S FROM INVERT OUT TO ON
INVERT /N OF MANHCV ES (� To � MANH0Lf- DISTANCE
MINUS 1/2 INWE OIAMETF•R OF EACH MANHOLE).
of
5-0 /OOJP
It 'VT �'lectric Tele
/ phone
E C rW_,_.___ Fater Line
f i ss Sanitary ,Sewer lime
Ove;_head Iltilit ,Ga
ne
T8" CSP
i
� Fxist Culverts
Afti
Deciduous Tree
-'veryreen Tree
i
56.0 56,30
5620 5L26
5610 570
5600 Soo
04-00 0.50
1+00, 11 -t<50 2-x-00 2-50 `3+00 Jf50 4.00 4f50 5-00
EXISTING
MN# 1
Kale;- Valve
INVERT IN
=5627.09
Accorafin to Cole�rado faro,
9 you must commence
any legal czctiorc based upon any defect in
this survey within three after
Telephone PeQ'as'lal
INVERT -OUT
=5620.88
�'lectr2'c Trans o
J`' rmer
STA TION _
RIM =
0;#0.-00..
5632.83
1
T.
i i
/ 4340.03
E 4657.98
l
0.37
!T f�
SCI71�lnU��ti�z14
7-- /oOa
>20. 1
-
-•--
i;
L_
73
j !
M
_--
gac
E I
38.0.
! i
E
of
5-0 /OOJP
It 'VT �'lectric Tele
/ phone
E C rW_,_.___ Fater Line
f i ss Sanitary ,Sewer lime
Ove;_head Iltilit ,Ga
ne
T8" CSP
i
� Fxist Culverts
Afti
Deciduous Tree
-'veryreen Tree
i
56.0 56,30
5620 5L26
5610 570
5600 Soo
04-00 0.50
1+00, 11 -t<50 2-x-00 2-50 `3+00 Jf50 4.00 4f50 5-00
5+50 6+00 6 -�- 50 7+00 7+50 8 f 00 8 f 50
9 * 00
Kale;- Valve
�
9f50 10fD0
Accorafin to Cole�rado faro,
9 you must commence
any legal czctiorc based upon any defect in
this survey within three after
Telephone PeQ'as'lal
-- "-- L���'�f'1�:��1�1�,��'ti
7,� ��� � �� � flrF. cl, 5 u1 p 200
�'lectr2'c Trans o
J`' rmer
REWSION
--- - -- . -- -- - --------- -,---____
gears you
first discover such defect. In no ��ent may
any legal action 6ased upon any defect in
thts survey 6e
Gj1el
�J
u.«off �ri�•i nq. s; C"'ol� rcrr�'o 816'01
l
commenced more than ten ears
fl` m the date of the certfAcation shourn
!T f�
SCI71�lnU��ti�z14
7-- /oOa
-
-•--
hereon
L_
o�s,C�nr�z�o /OLY1_en
_--
LW TE i r
APPROVEO AOR CONSTRUCTION
o OD 0 f 50 00 1 4- 50
2 + OD 2 50 .3 f DO
Job No. RO,2OOB
Drown by IVSD^�
Dote. --
Appr. by:
File: 90,e0vxr
°�
5620
F
1 600
Curb S%�v
Power Pole
Kale;- Valve
�
Fire N��z'rani
Telephone PeQ'as'lal
(S)Sewer
manhole
�'lectr2'c Trans o
J`' rmer
'Clectric Jlanhole
APPROVEO AOR CONSTRUCTION
o OD 0 f 50 00 1 4- 50
2 + OD 2 50 .3 f DO
Job No. RO,2OOB
Drown by IVSD^�
Dote. --
Appr. by:
File: 90,e0vxr
°�
5620
F
1 600
AS REQ'D CONNECT
VALVE TO 1 EE i I VARIES
= PUMPER NOZZLE
= SHALL FACE
ACCESS
O
TRAFFIC THREE PIECE -
GA TE
VA VES
FLANGE ADJUSTABLE
4
Z VALVE BOX
FIN.
1.0
GRADE
0
ELEV.
0.5
EXTENSION(S) 7i:Q Qr4
4.0
ANECESSARY " N
6 FLxFL NO
1.1
Q RISING STEM
2.8
Z GA rE VAL VE
00 w
o
v n,
0 4
BRICKS--\
3.8
° �--�
MJxrL
TEE
CONCRETE A
�° Db
REACTION NC.
BLOCK BLOCKS
1/2 CU. YD. OF 1/2" - PROVIDE TWO 3/4 GAL V. - SEE CONCRETE
COURSE GRAVEL TIE RODS W/ EYE BOL TS REACTION BLOCK
DRA/N MA TER/AL DETAIL
NOTES.- 1) ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL
JOINTS OR FLANGED JOINTS.
2) HYDRANT, VALVE AND F7MNGS TO BE 250 PS -1 RATED
3) POL YETHYENE WRAP SHALL COVER D.1. P ASSEMBLY FROM HYDRANT
BASE To WA TER MAIN.
4) ALL HYDRANT LEAD PIPING TO BE D.I.P.
FIRE H
YDRA N T A SSEIVBL Y
INS TA L LA TION DETAIL
4" PVC UNLESS OTHERWSE MTED
SEWER SERVIC
BENDFROM BUILD11W
BE
I
45' GRADE 1/8'r
PER FOOT MIN.
WYE SADDLE WYE" F7MNG
OR EQUIVALENT
PROFILE
STAINLESS STEEL
STRAPS (2 EACH
SADDLE)
1) IN-LINE WYE FOR EXISTING STRUCTURES
2) WYE SADDLE FOR OTHER SERVICES
3) BACKFILL UNDER WYE TO BE SCREENED ROCK OR CLASS 6 �,'GREGA TE,
95X COMPACTION DENSITY PER ASTM D-698.
4) MINIMUM COVER - 5 FEET.
5) FOR MULTIPLEMINIMUM. A SINGL E TRENCH, TAPS SHOULD
S
BE MADE AT 3' INTERVALS,
STA
NDA RD- SEWER
TION DETA.W00NMNN=.W�
SERVICE CONNEC
N. T.S.
EXISTING DIRT OR
TOPSOIL AREA
X/ r
EXIST. ASPHAL T
TO BE SAW CUT
TYP.
6"
/ EXISTING -' I
AGGREGA 7E
BASE
SLOPE TRENCH WALLS
FOR SAFETY PER
CURRENT OSHA &
COSH. REQUIREMENTS
COMPACTED SELECT MATERIAL
c+ 18OR CLASS 6 AGGREGA7E AS
DETERMINED BY OWNER W/
COMPAC77ON DENSITY OF
959' PER ASTM D698
C, °
0
CLASS 6 AGGREGATE
COMPACTION TO 95.E
PER ASTM D698 OR
3/4" SCREENED ROCK
JJ
0
4" MlN. °L.L O'
1) PAVEMENT REPLACEMENT SHALL MEET EXIS77NG THICKNESS AND KIND WITH THE
FOLLOWING MINIMUMS. ASPHALT SURFACING = 3" MIN., AGGREGATE BASE COURSE
= 8" MIN.
2) BASE COURSE REPLACEMENT SHALL MEET EXISTING THICKNESS WITH THE FOLLOWING
MINIMUMS.- AGGREGATE BASE COURSE = 12" MIN.
3) DIRT / TOPSOIL PLACEMENT SHALL MEEET EXISTING THICKNESS AND KIND WITH
THE FOLLOWING MINIMUMS: 4" TOPSOIL.
4) SELECT MATERIAL AS FOLLOWS.. 6" "MAXIMUM SIZE /N TOP 12" OF BACKFILL
12 MAXIMUM SIZE /N REMAINDER OF BACKFILL
TRENCH CROSS SECTION
SCALE. 3/4"= 1 '-O'
K
WATER
MAIN
SEE CONCRETE
C.4 TE REACTION BLOCK
IiALIiE i' DETAIL
TYPICAL GATE VALVE
N rs
ENGINEERS !!CHMUESER GORDON MEYER INC.
SURVEYORS
1i W. 6th Street, Suite 200
Gnwood Springs, Colorado 81601
--- (�'0) 945-1004 (FAX 945-5948)
SCHMUESER - - ADen, Colorado (970) 925-6727
GORDON MEYER =
1/4- PLYWOOD OVER
FACE OF PIPE
DEAD END
TRENCH WIDTH ---,
NOTES:
I 1. AI/ bases shall be cast in place or precast concrete,- use .f4 rebor on 12" c -c both ways
in poured bases.
SLOPE 2. Joint to be located on each side of all manholes, maximum of 24" from inside face.
3. Where available from pipe manufacturer, use etpandable water stop or special sleeve
as per manufacturers specifications.
4. Stops to be located on side of bench or over upstream pipe.
5. Use Rub-R-Nek preformed gasket (2 layers) or grout in place between alI bottom
- - - - - - -- section, barrel sections, concrete grade rings, and tap castings.
j 6. Backfill within 24" of monhole: Class 6 aggregate or native materials with less than S' size.
t 7. precast rings or metal riser ring course shall be utilized where required with 2 courses
SLOPE ° minimum and 12 courses maximum (2 minimum, 12" maximum height).
8. Grade adjustment as follows: Greater than, or equal to, 1 foot, concrete barrel
sections; less than 1 foot, concrete or metal grade rings.
9. Finish grade as follows: With asphalt or concrete pavements 1/4" below; with base course
surface 3" below grade, with landscape, golf or other green space area r above finished grade.
SECTIONS
--B
Al I
Tr MAx.
PRECAST ECCEi mi
CONE, J' HIGH
ALUMINUM
f STEPS
4'- 0" MINIMI
B
24"
MAX. _
FERNCO (TYR)
B PRECAST MANHOLE
BARREL PIPE
LENGTH AS REOUY
COUPLING 6" (�--
r
POOR
RUBBER O-RING OR CONCRETECr
R "IBLE MANHOLE SEAL. A CAST /N PLACc E
cRour SEAL NOT ALLowEn.
SECTION ELE/I TION SECTION A -- A
STANDARD MANHOLE DETAIL
N TS,
\y �.
o ,
WYE
OF CONCRETE TO BEAR
ON UNDISTURBED EARTH
W
MINIMUM THICKNESS
EQUAL TU PIPE O.D.
SECTION
a
1.
�/' `
?LE
FOR BEARING
AREA EACH SIDE
L7 TE VA L INE
TEE 9D ; 45 ; 22.5*j OR 11.25'
ELBOW, HORIZONTAL OR
BOTTOM OF VERTICAL
SIZE
(INCHES)
EL BOWS7
TEES &
DEAD
ENDS
GA TE
VA VES
90' 45' 22.5' 11.25'
SQ. FT. SO, FT.1 50, FT. SO- F7r
4
1.8
1.0
0.5
0
1.3
0.5
6
4.0
2.2
1.1
2.8
0.7
8
7.1
3.8
2.0
1.0
5.0
2.4
10
11.1
6.0
J. 0
1.5
7.8
_ 4.5-
12
16.0
8.6
4.4
2.2
11.3
7.3
14
21.7
11.8
6.0
3.0 j
15.4
11.0
TABLE OF BEAR/NG AREAS /N SQ. FT:
NP. CONCRETE REACTION BLOCK DETAILS_
REWSION DA TE BY
I Ftieare roe coMriRvcxw 219196 DW
RIVERBEND FILING
FOR MULTIPLE SERVICES /N A SINS
SHOULD BE MADE AT 3' INTERVAL
j
WA TER MAIN V
CORPORATION STOP
& COUPLING
IELD
;ED CONCRETE
%NGS FOR RINE'
AS R£DU/RED
?IJ D
FINISH GRADE
ELEVATION
1 1/2" TELESCOPIC
CURB BOX
CURB STOP
& COUPLING
TIE SERVICE
TO BUILDING
-- `--' TYPE "K" COPPER
SERVICE LINE CONCRETE
�';
(CONTINUOUS) BLOCK
SERVICE SADDLE
W/ MINIMUM OF
2 STRAPS
7yp SKATER sf-1?v1cF n F TA IL
CONCRETE - ' - - -
ENCASEMENT0 SEWER
100 100
CENTER 1 FULL JOINT
OMPACTED NA77VE
WATER O MA TER/AL.
CONDITION 1: NEW WAFER MAIN BELOW EXIST. SEWER MAIN
HEAVILY COMPACrf-D CENTER 1 FULL JOINT
IMPORTED OR NATIVE' Mr'L
OR LEAN CONCRETE O WATER
CONCRETE ENCASEMENT
IF EXPOSED OR DAMAGED
SEIkFR
CONDITION #2' NEW WATER MAIN LESS THAN 18- ABOVE EXIST. SEWER MAIN
1) SEWER/WATER LINE To BE CONSTRUCTED OF ONE JOINT (18' MINIMUM) OF C-900 PVC,
DR -18 PIPE, CENTERED ON SEWER/WATER LINE FOR PERPENDICULAR CROSSING. FOR
SKEW CROSSINGS, USE C-900 PIPE UNTIL HORIZONTAL SEPARATION EXCEEDS 10:
INA TE-RSEWER CROSSING
- - ---------
nl�o. 902008
Drown b~w....�.....�....,..�.M�.......�....... ,/
UTILITY X: DSD L
✓nw✓Mryww....v.+'rYN.MW+rn�MMwT.w++.ww.ae..xwwrw..Nwreern
Dote: 10121 96
DETAILS Appr. by: DWG
rile: 90200D 1
40'
.�'crzIE.1
, 0, fFE
Cf�nfour Irt�`�rUal = �
__Q.i.; *ii_.MAt- -P'_r+al s .
A. Dryiand Crass Seed. Provi
with tolerance for purity an
Analysis of North America.
and minimum percentages
maximum percentage of w
5.edt
Alkali Sacaton
Indian Ricegrass "N
Thickspike. Wheatgi
Sanddrop Seed
Crested Wheatgras
Russian Wildrye
RIVERWE", J 4TLING #5
NUM_' RE14SION D47F � Job No.
90.2008
_ _ _ _ _
� Oro wn by: ll.S�
-- - _ Dote: 10/.21/96
PX241V
APPS by"
Of
File: 90.80M S
A. Prior to revegetation, planting or topsoil place+nent, all cut or fill slopes
molding
contoured to blend with adjacent terrain. Various slope
will be co the slope,
�,.
h nce the aesthetic quality of
techniques w+II be used to en a
the revegetation potential. Ali cut and fill slopes also
while maximizing
the toe to blend with the existing terrain. Additionally,
\
being rounded at
where soils and steepness of slope permit, terraces will be constructed--�
i -
to aid the revegetation process.
-
il including existing vegetation, from excavation areas will be
All topsoil, 9 control. The
stockpiled with adequate precaution taken for erosion
to the to soil will aid in erosion control
in P
---r-
incorporation of plant material
and once the topsoil is re -spread, perhaps the plant materia! will renew
disturbed areas to
its growth. All available topsoil will be re -spread on
Where soil texture
\
�, mulch layer.
insure seed germination and serve as Y
Engineer, topsoil
is desirable for plant growth, as determined by the
be
Z +
if supplies are limited. Mulch and fertilizer will
may not be re-spread_--�
layer to increase its revegetation potential.
applied to the subsoil
Slopes that are flat enough to be mechanically scarified shall be done
to the Ionto
in a manner so that the scarification ridges run parallel
be
\
of the slopes. Slopes too steep for mechanical scarification shall
/
roughed during topsoil replacement.
B. Seeding Dryland Areas
\
Seeding shall be done by hydroseeding, drilling, or hand broadcasting.
droseed shall be applied in a water and light mulch slurry after which
y
HY cannot be
will be applied to cover the seed. Any areasthat
mulch as
reached by hydroseeding or drill seeding shall behand broadcast.
seeded by hand broadcasting shall be lightly el
'I . 7
Notice.-_...�_._
o� ,Host commence _
Accordarag to Colorado law, 3/ ect in
any f
,,x : l t!� %lb's ..5
' l 8 ll`: 6'�/L ._5� r e t, Smile 200
Coloraa'o �5'>6O1
any leyad action based upon G�y`F'?.?
this survey within Three years after you
rst disco*Pr such defect. In no event may M�'O.
i� ct in
defe
PL'o(>C1� ��r272j'S
,l .9,1� -- / O O r� ff'.'1''�
..
any legal action based upon any ry
6e commenced more than ten ears . �'fi'
,,,____-..- ..
�''
t.,�)E~ �� �Qjf>i''C1 �O ��.��� � ^-
M& survey ,�'Cfl�d�U�
fmm the date of the certocation shows:
G'Ofi'l�U -'�T � t�G 'trG��
hereosr
-__-- .
RIVERWE", J 4TLING #5
NUM_' RE14SION D47F � Job No.
90.2008
_ _ _ _ _
� Oro wn by: ll.S�
-- - _ Dote: 10/.21/96
PX241V
APPS by"
Of
File: 90.80M S
C'oniour 2
X MIN. 1
LINE CHANNI W/ 15" THICK,
OF D50 = ; RIPRAP UNTIL
PAST CUL VES OUTLET
Dl TCH !lA ,)
NOT TO SCALE
2 (TYP-) -
9R FLATTER
GRASS -LING
CHANNEL
PE 1 X TO 4A'
f NOT TO SCALE
8" MIN.
0
r-
LCHANNEL W/
0,0 - 6" RIPRA
Po: UL VERT OUTLi
DITCH C"
_ Nor To SCALE
✓' P _•.., �� 'fir � i ¢. ! J ;,_r�
ti ��� 1� 'r ��fl �.� �' r .L / " *df 'y. ..L.�' �.r + ,1� G.� N�, �S,��IV ��. .i'..•'�,.Z'''.f 4 " y 'C . .
ti'otca.' --- --
_ r fTGIf' fz'._4
.leeording MW
to Colorado law, you muss commence
any legal action based 9,1.5-- J ����� 64,4"r64,4"rupon any defect in
this survey within three years after you lF�?.2l-`Ft, (-;910;7-.ado 81601forst discover such deject /n no event mai/ .,.__
any legal action based upon ant, ale, foci in �(J� 3�/
ihs's ,survey be commenced »tore than ten years`S•G'1�1f1 j%�i��%i� o'°"""�--�- _fi`�J' E�n, CUlorad"o (30,Y) 9�''`7
from the date of the cert}j'icaitaon shown G'�fi'.lUoibt rGl�'Y k
hereon. _
R
1VEjq,RE2V,p FILING 5
NUM— I REWSION
BER
p�_ F e DRWINf4G�' "jP
CR,4I�INC PLAN
Job No. 90 -zoo.
Drawn by. -
Dote:
Appr. by: PKK" (�f
Films►: 90,200111