HomeMy WebLinkAboutPlansY Lrne
J \ re}
s-
ip9��...mIz
"t
p •\.- / $$.... gt..� ��'S ,per _s.,.= :' :.,
�\ Existing Vegetation
\ ` O.
00
1 _
10
v011v
e 'd�
100' o" Floodplain------- r
�/ 00 `\ ' ="ss (13.4 Acres) - — r
J
��
----
� Proposed Pond � -- ---- �_; -
\ V (16,800 sq.ft. surface area. Water Line Elev. = 6251.5' \ — pen td /
\\ \\ 4 The pond is to be unlined. Slope steepness not to exceed 4:1, \ \---`SpaCe \ \. ; Proposed distubance area for pond = .6 acres.)/
6�h \ -6256
—
Proposed fond Overflow / \' \ '. / 6257 _ 100 Year loodplain i---
(Flows throught existing ddl>h. Feeds into the Middle Ditcly) \\ `� /--—��'��
I -
4
s q
ma
Residence\
p
Pro osed Area of Disturbance) ,u
>v 1 F�oa
v
�
(Finis
(6 Acres.)
h Floor Elev. 625'.
MI \
Sewer Lift Station Vault
a Existing q tailor
Garage
x/e e i
'-`� dk � s,•isla`r�ru-"�' x ss r .;€ rl"v �;a.' -i+ �i���'� i"x:r a'.- _ - `` \ .- I � (I ' } "
T
I
z
,
a
,.-�O
Existing 10'-0" Gravel
n
Maintenance Access Road y
-,vxs;: ��; ``, �\ `V -- --- / Work Sho
w a-..,".� .. 7� ` `. \� (Slab El. = 6269.p5')
Proposed 10t-0" Gravel 6 \` - -.
- p zs 7\ 1
Maintenance Access Road
(Curve mad to allow pla,:ing to screen the Irrigation Vault.)Cj
i
r
f 3F Proposed Game Complex
i (P ckie II Court, Boc e Court. Horse Shoe Pit) �J
u
Existing Utilities �s�c,� �"1 ! ')� // i /// // r'
(11.5Acr Possible Lot-6 Entrance
_ \
Floodplain
rya r,.
s, F /
w. 112 _.
RftP
100 :;UPPer Cattle . ; "„ - Existin AS halt A Afi, .'• ;.�' ,.
... , ..- Creek Road m ,� _. ,r of ;,,t /'�_-,
r P
...,.. _ (.To be removed.) � 6 /� - ,q -
109 — U
Boundry
'v __---- ace
--
El Jebel•
_ -..._ pen
. --
`1 �g
Carbondale '
p\ —� -0" Gravel Driveway
yPro Proposed 12' z
site
WOO
t Vd tits " _ _ \ \' t / o zo 40 xo
Ir
—
ys \ " Note: Wetland Areas shown on this plan are a graphic representation
�and are not meant to show an actual delineation.
a'
Vicinity Map --------- -- - -\
-- -- - \� J Scale: 1" = 40'- 0"
Weed Management Notes:
6254.25' +
Planting Notes:
` 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation.
1. The applicant is committed to a minimum of one weed treatment per year. \
2. Exact placement and shape of planting beds shall be reviewed by Landscape Architect prior to final installation. v x
2. This treatment will focus on the large areas of Plumeless Thistle located on the u Limit of Disturbance \ 3. Verify locations of all pertinent existing site improvements and utilities already installed prior to commencing planting work. If any s
g upper bench, in the northern portion of the property, ��� (To be located prior to excavation.) \ part of the this plan cannot be implemented due to site conditions, contact the Landscape Architect for instructions prior to commencing work
across the wetlands, adjacent to Aspen Equestrian Estates. \ I 14. Four inch steel edging shall be installed between all grass areas and planting beds.,loop
�J
5. All planting beds shall receive 2" small Pine bark mulch.
3. The northern portion of the property should not be accessed through the wetland area, and should be accessed �s� \ +s25a.25' 6. Grades shown in the landscape areas are finish grades, including 4" of topsoil in lawn areas and 8" of topsoil in planting areas.
through the A.E.E. Common Area that is located next to the northeast corner on the applicants property, \ p g• g p p p g a
with the permission of A.E.E. Homeowners Association. Proposed Littoral Shelf 17. All sod and perennial areas shall receive spray irrigation with 100% overlap. This system shall be automatic. QD ro
\ (see-delatt -this sheet. To'.be Wanted with'Wettand plant plugs. RDtDr irrigation shall be .provided to all .revegeiated and .native seed areas for a rxxinimurn of 30 days, thereaffer reduce watering gradual .
4. The weed treatment must be completed by a "Certified Commercial Applicator". \s \ See Plant List by Environmental Solutions.) f 8. Sow native grass areas- by hand with River Valley Ranch's recommended seed mix. Rake seeds in, cover with 1" of compost and r v
with 2" of "Certified Weed Free" straw. o A
5. The applicant should sign up for Garfield County's "Tamarisk / Russian Olive Removal Program" for assistance in the removal, and 9. Refer to Civil Engineer's Grading and Drainage Plans for all grading information.
stump treatment, of these invasive species. The County works with Western Colorado Conservation Corps once a year to work on private land �� _— rl
and will cover a large portion of the cost. —�\ I Soil Handling Notes:
\
6. Applicator will refer to the "Weed Inventory Map" included in the Grading Permit Application. 1. All topsoil shall be stockpiled on site and used on site for finish grading. a
2. Topsoil depth shall be no less than 6". A
3. All stockpiled aggregate and topsoil shall be re -applied or removed from site within Sixty days from begining of grading.
\QZe Proposed Pond Overflow(�—
\ (First 30' of channel to be lined w/ landscape fabric
and covered w/ 6 to 18" river rock rip -rap.) \ i 6254 2'x2'x4' wooden post
\ \, \ae Wetland Sod r Set@ooden c.
�-- Fabric secured to post
(4'-0" x 16'-0" sod rolls to be installed and staked in place i w/metal fasteners
along the perimeter of the pond, except the beach. /
\ \\� Install sod 1/2 above the water line and 1/2 below the water line.)
q
j V
I' II
I
J
' III=IIII IIII IIII IIII-- I
v � , 1 9 IIII IIII IIII I .III IIII II` 111111IIII IIII-
\ lul u!! uu
sx8 trench at base of fence. =IIII IIII =IIII IIII IIII=IIII=till=
Existing Trees \ — �_ Burybottom of fabric. =IIII IIII Illb IIII-IIII IIII IIII-=IIII 'III IIII IIII IIII-III!
(To Remain.) ��\ / I Tamilluntilc p c-111!IIIIIIIIIIIIIIIIIII,IIIIII IIII Illll llllli Illlliilllllllll !II„IIII IIII=
\ f om a 1— II IIII —II
\
Typical 2'-0" Silt Fence Detail
Scale: 3/8" = 1'-0"
LL
Wetland SodIo /
6" Top Soil / Peat Mix or Hydric Wetalnd Soil
Wetland Littoral Shelf
/ \ \ P6253.75' + \ ' (Width varies. Slope steepness not to exceed 8:1)
� L
Native Grass
,
'Wetland
I
Plugs
L
I -
_ 1
r-
4'-0" Wetland Plants
\ \ I I \ 6254 L JI _ (See Planting Plan.)
Native Grass \ r - 4rr
_\
\ \\ i I Q I I 6253 - II IIII I'illl _ . I
� I - II -IIII IIII=IIII I `O
�\ + 6255.25' I I m I IIII IIII=IIII IIII
IO I 6252 — - - 'IV -;III IUhII�-.11U-IIII _IUI !11�11
`\ \ -�. / I 'I-- IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII
_ Sq `� �\ I I � / � I II'1 IIII=IIII IIII Illf IIII IIII IIII. IIII IIII IIII -IIII IIII ,IIII 4:1
oil IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III IIII IIII IIII
Q ( 6251 — �IiL-IULIUI J11Lllu_uu �UiJ�L-llu-lul ull-uu_-uIL-_
r-11tl qll I IIII! � III IIV IIII=11111 IIII IIII IIII-IIII IIII IIII IIII IIII
\ T Ical Littoral Shllle1l„ v' =III IIII IIII IIII IIII IIII IIII IIII IIII `IIII -
Wetland Sod-
Yp Section
I III
Scale: 3/8" - f'-0"
Wetland Plugs
O - —
I C ` `6254.83 i`~- oundary
pen Space B
dge of w�
�) I - etla d
I 1_
--_ 2'-0" Waterfall
I
-6256-
6257_—
-- - � ��.`_ __6'-0" Courtyard Fence
\ Irrigation Water Supply Pipe _ �� (4x4 Cedar posts set at equal intervals. (8'-0" o.c. max.)
(To top off the proposed pond and create flow through. _ 1�� ---- - w/twin 2x4 Cedar rails sandwiching MWM horse fencing top and bottom.)
Size to be determined by Civil Engineer.) --_— —�_y� -6256 Q
_----- ------ --- --- ------ _------- _ Courtyard _ --- .� zs
--_
- — -- (1,050 sq.ft. of compacted road base w/ pea gravel topping. ♦, LI
57 ` —stone to be set on sand. gaps to be filled with pea gravel.) .�
_ ---- 2yR)r
—
—,6257.0+ - 58 �•`= '_—�— --
, 6257.5+ ; II --- ----_—
y —_
�-I
vvvv Lot � 6259.0+
\ (13.4 Acres) I�> Native Grass if -_\_
i - (Z
• Poo
6257,5+
1 I I
f \\ I I M'•��I
♦� A: ^ G�l�� I 1 6258.5+
V / A S I � I , � 1 I �+�� � �•y
vvv ' - —
4)
+6258.75 1 ' •ICI
' t ♦ \
f \ Ste`\ 6255� \ Water Line �- -v 59
--- I` _-- --- — +6259.25+
kill
n I I
Proposed a ` \ Beach
Maintenance Truck
y„ Turn Around` +6259.25- Q
roPert fi \ , '
y`' Residence
ne Wetland Sod Mix:
_�.�'•' L �° ` ' `\ / ` a 33% Water Sedge / Carex aquatilis Wahlenb.
\ \\ (Finish Floor Elev. = 6259 25 ),Ig 33% Beaked Sedge / Carex rostrata Stokes
53
33% Creeping Spikerush / Eleocharis palustris Date: August 31, 2022
Lawn 1
; low* ' \
Revised: October 12, 2022
�� S _ . r ♦ I '� \ 54
Lot 6 �
Wetland Plug Mix:
\\ " 55 25% Three -square Bullrush / Schoenoplectus americanus
(11.5 Acres) I + 25% Alkali Bullrush / S. maritimus
Plant Key 25% Creeping Spikerush / Eleocharis palustris
25% Soft Rush/Juncus effusus z
Symbol (Cty. Common Name / Scientific Name Size Spacing
LO
• ,°, 360 Wetland Plugs (Littoral Shelf Planting) Plugs 18" min. Native Low Grow Grass Mix: n u zo
Sewer Lift Station Vault `\ °A° Pawnee Butte Seed Inc. @ 51bs. / 1,000 s ft. Sheet:
ZZ \ 57 2,112 s.f. Wetland Sod (Supplied by Environmental Solutions) q•
„ \ \ 3,000 s.f. Bluegrass Sod 40% Idaho Fescue / Festuca idahoensis L 2o2
4 -0 Berm s 25% Sandberg Bluegrass / Poa secunda
` t ` \ 0 12,400 s.f. Native Grass 25% Rock Mountain Fescue / Festuca saximontana Scale: 1" = 10'- 0 % ° (Slope steepness not to exceed 3:1.) M*, , \ y
58
10% Big Bluegrass / Poa sucunda 'ampla'
THE SWITZER RESIDENCE POND VERIFICATION
LOCATED AT SECTION 31, TOWNSHIP 7, RANGE 87, SUBDIVISION LOT 5, AMENDED LOTS 5&6
CITY OF CARBONDALE, COUNTY OF PITKIN, STATE OF COLORADO
U AtJ -'
oo#�
` 1�
� I + szsa.zs' ,�, ,dt,,....� ,#, -*,
Ally.
x
\ \
o ,
\ a \ n
ar, \
f
-ems,
s s\�`
.� � e 1 \
\\ \ \ \ \ I -yi -di all \
\ \ -,� f
.p,�( \ \ •y� `\ , I XISTIMG TREES i70 d
REMAIN) >�'- R'ks
LOD
CF
SF
\ i
\
\ CF
LOD SF
_70
\ C SSA
o 0 ,
p
\ 4 Acres)/
\
\
\
\
\
\
' P-41 Lin\
Lot 6
(11.5 Acres)
Sewer Lift Station
o,
d
� sue.ei
ex
SF
1
\viir
wili
z
\\ � _ / / ate. _. �� �- \-\ — � n.— �:" ..« •�..; �§`..\ - `- - — _ / � -,..
\ Irrigation Water Supply Pipe s _ --
\ C- (To top off the proposed pond and create flow through.
1 Size to be determined by Civil Engineer.)
6 0" Courtyard Fence
% (4x9 "adar posts set at equal itterves. (T-F o o max )
w/twu 2x4Cedar rails sandwiching MWMharsefenangtepand bott(m)
X �_ Courtyard G%r .a6on ofmv roa¢�o-,-,a,wf c�aarel mop�ne.
..�-��ero �..:Px r..�m. s"�wmmloev ..tn rest erwa_I
LOD
LOD--- - --� —� -- _----- -------------
❑
/ k 6i57c 1 __
1 _
\ o \
a
CF
\ SF
\
\ SF
J \
\
\ CF \
LOD k
\\ LOO x
\
\
\
t \
\ n.
\
s\ \
sz6�5+ e 1 0
N'o
1
LOD
e
_
x
f
�
! f
f
I
/ f
-�
f r6255]5
+e25675
' �
a6$f3.2
f I f__ '
�
•
1
f I �
sidence
_
f \ f
General Notes and Specifications \
P�ver Patio / Path
1. LOC�IE KL thIl lES, COejh,jw strdl fl wiry « 0z gees. Oil an0 condityns, aed notirr, the oerw or pry a�WWp0ece5 "rose stortnq
Oy the Mp,tlect, G to
(4" sand linisn concrete 02'-2.5" wide x 3',5' and ]' ter
mx, mokyq moatfaaltons a airecled onacap conlractw .e reaurea propels Ine r0rk o1 Inb
pejsel eceardaq to the Wopoti poeir,q, at aM tpeclyolioes. It conni vier. n the Fey, co toot the Landeco0e MYrilecl
Stagg r in 12' increments up to 36".
Ip reatlulron. Conireclw Mw lake sae responsLitty for ony costs eWhhhl We 10 d e,090 of avid utilities.
3,5" gaps to be filled wits. 3/B' pea gravel.
Reinforce required by Structural En9ineer.)
2. Vailr toeatipu as eaditlare of fie ltep Veee oh, front mOWifr pear to o"innkp eark. Conlroalor "I lake a,,,ra e
meowrn to protect Ihem and way coepoclion ii the mp tines. /nerd a1tMp rats ow V pOmeler. Emtstkr9 plant malwifr
Wneo" by conlroctoe .non ore reed at conv«tps expense,
a stop. steepness not to emceed 2.- 1.
e. Contractor slim anchor Sit Fence of the loe of ail disturbed slopes to pewit ooeen of "hi dopes. %e fence rhea reerain
/
Will say gape ore Yrflteenlly rerogetoled.
5. owboater anon nytfrl GREENfnt - CFs 072 a bio"caloble waion conlrfr blanket (p 0") on a Yaps pan 4:1 to 2:1 oft,
Bryn phone theme een appeovM onlecl, by Oa tdmi Mehtfwlitthe and sown nth nothe VON seep,
d. CanVaclur few be reeporei lor oblain:+y an op wevfrs and pweete.
SURFACE AREA= 17581 SF
POND VOLUME TO ELEVATION (6251.51)=2891 CY
TOTAL DISTURBED AREA= 30,409 SF
NnTGc-
1. CONTRACTOR TO SHUT OFF IRRIGATION SUPPLY PIPE
BEFORE CONSTRUCTION BEGINS.
2. CONTRACTOR TO DETERMINE EXACT LOCATION OF BMPS.
3. RESIDENCE ALREADY UNDER CONSTRUCTION THIS GRADING
IS RELATED TO THE POND ONLY.
4. FINAL EROSION CONTROL AND PLANTING WILL BE PER THE
LANDSCAPE DRAWINGS WHICH INCLUDE THE SEEDING, THE
LITTORAL SHELF PLANTINGS, AND OTHER ITEMS.
ENGINEERS
z
SURVEYORS
0
U
Z
O
c�
O
0
5
0O
O
>—
�00K
CC—Z
<
L0
=:>
W
a:co
O
c1
CO
QQ
CM
w
`T
w
Z
W
Z
W
iCL
I�
WWW.RRENGINEERS.COM
LEGEND �o�joucF�,
VOA. e�ODp••,sFO
-- -- PROPERTY LINE lona/zc s•�
:3 3p066 s.0
— 58Z5 MAJOR CONTOUR
— 5822 — MINOR CONTOUR GtXSD� �c
FFSS/ONAi-���\��
CF CONSTRUCTION FENCE
Loo LOC LIMITS OF CONSTRUCTION
X X SF SILT FENCE LU
VEHICLE TRACKING D
VTC CONTROL U
RS ROCK SOCK W
W
L3 (] M = M
SCL SEDIMENT CONTROL LOG Z 0 0
W Ir— Of
00 Q 00
CWA CONCRETE WASHOUT AREA 0 iQ O a 2 O
W Of Q X
—� �— KA
IP INLET PROTECTION z 0 o m Q
,N���///III DS DIVERSION DIKE/SWALE W LL Q J M O
m 0- m
ECB EROSION F_ Q Q Q
CONTROL BLANKET U U U
STABILIZED STAGING AREA W Q_'
W Q
OOPU
OUTLET PROTECTION I
(RIP RAP) of
K
W Q
lY �
Q Q
w a
w
In a
aOB No. RC22210
ORG. SUBM. DATE 10/14/2022
DWN: VLL I CHKD: WTS
NAME
EROSION
CONTROL INITIAL
PLAN
0 20' 40' 60'
`--_— -- NO.
SCALE: 1" = 20' C2l
THE SWITZER RESIDENCE POND VERIFICATION
LOCATED AT SECTION 31, TOWNSHIP 7, RANGE 87, SUBDIVISION LOT 5, AMENDED LOTS 5&6
CITY OF CARBONDALE, COUNTY OF PITKIN, STATE OF COLORADO
Vehicle Tracking Control (VTC) SM-4
SM-4 Vehicle Tracking Control (VTC)
Vehicle Tracking Control (VTC)
SM-4
SM-4 Vehicle Tracking Control (VTC)
�% Y V
Y Y
VTC VTC
STABIU2EO CONSTfjIUCTIOIAENTRANCE/EXIT INSTALLATION NOTES
DITCH TO CARRY
C M T R
1. SEE PLAN VIEW FOR
WASH WATER TO
—LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S)..
FOOT_
SEDIMENT TRAP
-TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH,
(WIDTH
CARET LESIF
OR BASIN
•`q\
i
J
CONSTRUCTION MAT OR TRM).
I
VEHCLES
PHYSICALLY
PUBLIC �l ,. _
/
2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE
CONFINED ON
ROADWAY
'� -
USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH)
BOTH SIDES)
' 'S- .'
DISTURBED AREA,
CONSTRUCTION SITE,
CONSTRUCTION
WHERE THERE WILL BE LIMIT VEHICULAR
LIMITED CUI,AR ACCESS,
SIDEWALK OTHER $0 FOOT (MIN.)
"'�""'�
STA STORAGE AREA
3. A STABILIZED CONSTRUCTION ENTRANCE EXIT SHALL BE LOCATED AT ALL ACCESS POINTS
/
-THE
F
PAVED SURFACE
_,.�-?'
NOTE: WASH WATER
MAY NOT CONTAINpuW01-4.
CHEMICALS OR SOAPS '^..; _'
`^r:�
IG% MAk , O O O OR STAGING AREA
EXISTING 1?' MIN
WHERE VEHICLES ACCESS CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS.
STABILIZED CONSTRUCTION ENTRANCE EXIT SHALL BE INSTALLED PRIOR TO ANY LAND
/
DISTURBING ACTIVITIES.
�. -.
WITHOUT OBTAINING —"
WASH RACK `'�`..��i
PAVED CONSTRUCTION MATS, WOVEN OR
ROADWAY
TRM
- -
A SEPARATE PERMIT ,.
5. A NON —WOVEN CE07EXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED
50' MIN
CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK,
6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT
r am- a- (MIN.)
SECT. #703, PASH70 #3 COARSE AGGREGATE OR 6" (MINUS) ROCK.
67" MIN, -I
STABILIZED CONSTRUCTION ENTRANCE/It MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
PUBLIC UNLESS OTHERWISE SPECIFIED
18' MIN
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
ROADWAY BY LOCAL JURISDICTION, USE
REINFORCED CONCRETE RA
Q- SPIKES OR
POSSIBLE (AND ALWAYS HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
CDOT SECT. #703, AASHTO #3
' COARSE AGGREGATE OR 6"
(MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE
O.VO
STAKES
EROSION, AND PERFORM NECESSARY MAINTENANCE.
SA
NECESSARY
MINUS ROCK
GUARD FOR CONCRETE RACK)
Jry
� �+ ♦
2. FREQUENT OBSERVATIONS. AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
SECTION AF
E,
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
NON -WOVEN GEOTEXTILE FABRIC
`60 �O f�'~�A'
'ti0
TRM END OVERLAP WITH
SPIKES OR STAKES
DOCUMENTED THOROUGHLY.
BETWEEN SOIL AND ROCK
y O ¢
CONSTRUCTION MATS, WOVEN
3. WHERE EIMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
OR
T�rnR M)REINFORCEMENT
DISCOVERY OF THE FAILURE.
UNLESS OTHERWISE SPECIFIED BY LOCAL
MAT CONNECSTRAP TORS
4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED
INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. 1703. AASHTQ
VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH
o
w
CONSTRUCTION MAT END
ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH.
OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE 9„ (MIN.)
OR 6' MINUS ROCK
WASH RACK
¢ RESTRICT CONST. VEHICLE
a
OVERLAP INTERLOCK WITH
5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND
F
ACCESS TO SIDES OF MAT
STRAP CONNECTORS
AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED
z
DOWN STORM SEWER DRAINS.
'
-T-
}
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UOFCD STANDARD DETAILS.
20' OR AS REQUIRED
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
NON -WOVEN GEOTEXTILE
TO ACCOMMODATE
DIFFERENCES ARE NOTED.
FABRIC
ANTICIPATED
TRAFFIC (WIDTH
(OETAs AUAPTO FROM CITY OF B MFIJM- COLMOO. NOT AVNI MUE IN MTOCAD)
COMPACTED SUBGWE
CAN BE LESS IF
ECTION AIL
CONST. VEHICLES
ARE PHYSICALLY
CONFINED ON BOTH
SIDES)
VTC-3. VEHICLE TRACKING CONTROL WJ
CONSTRUCTION
MAT OR TURF REINFORCEMENT MAT (TRM)
VTC-1 AGGREGATE VEHICLE TRACKING CONTROL
November 2010 Urban Drainage and Flood Control District VTC-3
VTC-4 Urban Drainage and Flood Control District
November 2010
November 2010 Urban Drainage and Flood Control District
VTC-5
VTC-6 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Urban Storm Drainage Criteria Manual Volume 3
Urban Storm Drainage Criteria Manual Volume 3
Urban Storm Drainage Criteria Manual Volume 3
SM-3 Construction Fence (CF)
Construction Fence (CF) SM-3
PLASTIC CAP, TYP. nCF
CONSTRUCTION FENCE MAINTENANCE N._OTFS
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. w
MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, AND PERFORM NECESSARY MAINTENANCE,
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN W
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY. IJ.I l__
3. WHERE BMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON v M = CO
DISCOVERY OF THE FAILURE. w 04 C.) Of �
4. CONSTRUCTION FENCE SHALL BE REPAIRED �OR REPLACED WHEN THERE ARE SIGNS OF W = Q
DAMAGE SUCH AS RIPS OR SAGS. CONSTRUCTION FENCE IS TO REMAIN IN PLACE UNTIL THE
OD
UPSTREAM DISTURBED AREA IS STABILIZED AND. APPROVED BY THE LOCAL JURISDICTION. 0 Q 0 LLI 00 O
5. WHEN CONSTRUCTION FENCES ARE REMOVED, ALL DISTURBED AREAS ASSOCIATED WITH THE LL 0 0- 0) O
INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF THE FENCE SHALL BE COVERED WITH Nw W U) X
TOPSOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED AS APPROVED BY LOCAL w Q 0 W
JURISDICTION. m Q U)m Q
NOTE_ MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UOFCD STANDARD DETAILS. N Z C) Z O 0
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN Lf. Z z Q Z
DIFFERENCES ARE NOTED. W LL. 0 J O_ 0
(OEFNL N]MfFD FNUN TOWN OF PMKM COIURADO. NOT AVAIU N AMTOCAD) N L co 0
I— LNL IL
co U Co 0 co
U] 0
W 2
H �
CF-1. PLASTIC MESH CONSTRUCTION FENCE
CONSTRUCTION FENCE INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
—LOCATION OF CONSTRUCTION FENCE.
2. CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITIES.
3. CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE. CONTRACTOR —GRADE MATERIAL
THAT IS AT LEAST 4' HIGH. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFETY.
4. STUDDED STEEL TEE POSTS SHALL BE UTIUZEO TO SUPPORT THE CONSTRUCTION FENCE,
MAXIMUM SPACING FOR STEEL TEE POSTS SHALL BE 10'.
5, CONSTRUCTION FENCE SHALL BE SECURELY FASTENED TO THE TOP, MIDDLE, AND
BOTTOM OF EACH POST.
ENGINEERS z
SURVEYORS n
U
Z
0
C1)
O
o
Q
O
U)
0
co
Q
_j
0c�
Cl�
=
p
w
CO
w
LMof
Z
Z5
W
3:
Z
W
a-
Z
w
LO
CID
oa
WWW.RRENGINEERS.COM
IW14 M!2
3W66
IORG.SUBM.DATE 10/14/2022 1
DWN: VLL CHKD: WTs
EROSION
CONTROL
DETAILS
CF-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
CF-3
NO.
C201
THE SWITZER RESIDENCE POND VERIFI
LOCATED AT SECTION 31, TOWNSHIP 7, RANGE 87, SUBDIVISION LOT 5, AMENDED LOTS 5&6
CITY OF CARBONDALE, COUNTY OF PITKIN, STATE OF COLORADO
O
0
\ \
\ li
0
Proposed Pond Overflow
(First 30' of channel to be lined w/ landscape fabric
\°e and covered w/ 6 to 18" river rock rip -rap.)
\� 1
6 \ \ \ ly
Proposed Pond
V a (16,600 be ft. surface am. a -. e Elev. = 6 zi,
\ proposed d stubance area re, bond - .6 acres
Y \ The pond is to be unllr�. Sage 4eepose, not ro eec�tl 4:1.
\ 1
\ Aeration Syleme Floe' -1 En. rq-v'aobl BOIIIDons.)
etch Llne: Sh lei L-1. _ _
Mat� Lin
Lot 5
\V (13.4 Acres)
\
\
\
\
Plopnce os@d
Maint no\Truck
Tu� ArounQ
PrOPerlY (Ise \\.
\
L_ o t 6 \ �/
(11.5 Acres)
Sewer Lift Stotlon VL—
/
4 0" Berl
(Slope steepness not to exceed 3:1.)
\
J
Eeach / ,
� f tilr +r- as ar -rw tilr 'tit ti1r '
Symbol Key
Limit of Disturbance -d. ace �W -11 f f 41- FPt
(To be located prior to excavation.) } , ,llk, ems, -dk, -1i i "\ _ _ Existing Grade Contours
+ 5254-25' r� -r -rr -rr r► ry
1 tiY- tiY- -1i- -lb- � # tiir � - Proposed Grade Contours
Proposed Littoral Shelf
(See States] this sheet. To be planted with Wetland plain plugs
See Plant Lis, by Environmental Solutions.) -1b � � e� / - — Limit of Disturbance
i� ,lies` -di -0- � �./ 2' 0" Silt Fence
./
Proposed 2'-0" Silt Fence
(2"x 2"x F-V wooden stakes @ 7'-0" Or max.
\ Fence to be located at limit of disturbance prior to excavation. (�y, , � Proposed Wetland Planting
4' T Stakes to be bused 18" minimum. I _
-ill ,� -lb-Silt fabric to be stapled to stakes On disturbance side of fence.
dL
\ Fabric to be buried in 6x6 trench at base of fence. See this shea4) iris
�- 254
Emergency Overflow °111
1 i l�
/ (To drain into Middle Ditch.) _J
_ — v ebe >eiL ads-
XlSTING TREES
I
(TO REMAIN.)
Area
0
]
So
IM -
O t IM
m r..
e� �\
°ace ne .see' ,-
6254
-,: ago mi.�
1 2'-0" Waterfall
\ Irrigation Water Supply Pipe v w
(To top off the proposed pond and create flow through ° 10
-
1 Size to be determined by Civil Engineer.) w,
tlatcp L1ne Sheet L 12
klet
\4a E Line Sheet L 4.,4 .;,fin. .� .�. qf,, rode
60" Courtyard Fence
(4x4 Cedar posts set at equal intervals. (8 0 o a max)
wl twin 2x4 Cedar rails sandw]ching MWM horse fencing top and bottom.)
- - Courtyard
_
'�� _ — " — _ _ _ _ _ .......1 w n + ow^s
npnpre:x e. m. sq�w arnll� ma "�...,
1 \\
1
1
1
1
1
, 62585,
1 O
1
1 +6258.75
1 [�
1 1
1�� 1 1
'--�__________
_
5�
FFR�sidence (�
16l
General Notes and Specifications \
P� Vf;r a t 0 / PaFI� 1. LOCAIE NA UR11E5. Cmtrocl« eaan PMd verily ew1Yp graces, Utilities and conditions. and nodily Me theme of My as«p«re:ef bell fl«tiny
sane finish concrete ® 2.5 w tle x 3 5 ontl ]' der ' r^ '9 modif¢otbns the dieeleat by IM L«wscape MMtlml. omlrocl« e8 M requbad to canbrela the e«k OI Inlf
poilet aa«6rq to Ins pa0omd troengs. deloif and fpecifk.t. O a CMfr will
aim :n the J a aMtaet Ina LMOmepe •rMilecl
Sta99 'n 12" increments up to 36 . I« rasbrulion. Cmtroct« Mtll take faN resymsLLiY I« my ethers muff" due to dorwye of Said uliil4n
3.5 g p to be f etl Y'th 3/8' pea gravel. 2 Vern meolknf oM emdilbns al errs]' Vees and broad mthi«kl Prior to beykmep woad. CMtin"tor MOW lees opprwiele
Re t e re0ur b Structural Eng'neer.) Y g roots ow V dicani Eatny ponm l oterkl
4 dermil by canlroct« Mtll be rep10e d at rohni' rOsir relien. �wN Nltin
reenm.
1 3. 9ope eteeprnem not to e.chea 2:1.
e, cMlrocl« " enUo Sit FMq of the IM of the delurbed seam to er~1 Malian Of fteill 110pe4 TM IMee MO1 Mrshi
onto sold elopes we tullklmlly nepNoled
A o etched« Mal instol OKEWIX - CPS 072 B bkdapadabde raaiChe« lrbr blonkal fa ethutl) on all Lopo bona 4:1 to 2:1 all«
fail grates now after approved by IM LOWuape AnClabecd, lerliiled 01 foes n th noliw gram am0.
6. aeM,i,lo Mon M relponpTle for ablonkp ae opproiaN Md p«mit .
ll-
CATION
SURFACE AREA= 17581 SF
POND VOLUME TO ELEVATION (6251.5')=2891 CY
TOTAL DISTURBED AREA= 30,409 SF
NOTES:
1. CONTRACTOR TO SHUT OFF IRRIGATION SUPPLY PIPE
BEFORE CONSTRUCTION BEGINS.
2. CONTRACTOR TO DETERMINE EXACT LOCATION OF BMPS.
3. RESIDENCE ALREADY UNDER CONSTRUCTION THIS GRADING
IS RELATED TO THE POND ONLY.
4. FINAL EROSION CONTROL AND PLANTING WILL BE PER THE
LANDSCAPE DRAWINGS WHICH INCLUDE THE SEEDING, THE
LITTORAL SHELF PLANTINGS, AND OTHER ITEMS.
ENGINEERS z
SURVEYORS
0
Z
O
c
O
O
5
o
O
co
�
CO
O
I
W
U2
cn
Qoo
C
a:co
w
o�
w
TofZ
wzCL
Z5
S
W
Z
w
LO
0
cc
WWW.RRENGINEERS.COM
10f1412022
30066
W
I—
U
W
W
V
N
V
170
N
Z
W
CO
Q
w
Q O
LU
Lo
W
W<
Z c)
0
Z
W
Q
0
b
W
lip
-j0-p
N
H M
0-
3
Cot
U
U
N
0
W
=
U
L=
I�
N
W
OLL.
ce
p
Q
W
Q
11
LU
N
a
UB Nu. RC22210
ORG.SUBM.DATE 10/14/2022
DWN: VLL ICHKD: WTS
�L a
0 20' 40' 60,
NO,
SCALE: 1" = 20' C 1 00