HomeMy WebLinkAboutDRB17-0044_L-101_1490376960.pdf Site Plan General Nates , \ r`� �% o4� Qoo � -21
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I. Existing site information f9 based upon a topographic survey prepared by Eagle valley `~�' , �p'`�' ---->
100 yr-
dl 5urveyfng,Edwards,CO 09T0J 349-1�6,Job'3193 dated 10/20/14. l ` ` - r.0 Flood Pain i
2. The Construction limit line is the contract limit line. Do not disturb any existing trees or \ �� ` .d� �' Gore Creek 0.
vegetation designated to remain or located outside of the construction limit line without fir\
p11•�F:;��4QQ4ppp s 100 r. 0
approval of the Owner o�ppo /4, G,', ����60�/D❑mo -• -c, Flood Pla Plain I
3_ Contractor to verify existing site information, including structures, utilities,property lines, limits o 0 Opo r"' - Il1111111 �� DRB
of roadways,and curbs and gutters,that may effect the scope of work prior to beginning ., _ #- -��'` -� q9� I}Tg}� APPROVED
site construction. o 0 8/6$ `�b2 j �` 3/15/2017
��- - �� ` Water line 12:00:00 AM
4. Existing utilities are indicated for information only and not intended to show exact location. l'
OO p� ~ sew
�► ` _�
The Architect is not responsible for the location of underground utilities or structures Oe X00..•l��pD� 24. 6-.------ �� \
whether or not shown or detailed and installed anyother contract. The Contractor shall (EiB ///1 1 1 t' ` ` ` ��
locate all utilities and maintain the location during all phases of the work Contractor shall - -.- ` -... .',r
]� ! ' -� ` , Creek Edge
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be responsible for any damage to utilities or structures and any inlurias therefrom. J 1lee \ , �� 1- �� J� C62)
Restoration of any utilities damaged by the Contractor shall be at the Contractors expense - - - f'-.---� _ --'--..-"---..,...?2,.,..4.93 -----$16,0---__ ��
t4 the satisfaction of the Owner. �� w _��
5. Conform to Local Water and Sanitation District specifications For water and sewer0111111% `�� \ ` �_ �ti �� - � C� J� - f� ��
construction. -71-TO) v s - ~�~ - -lam LitiIity �(66) --��� 2551':'te --- �rata�t axial L ter -�� -- - �r --= i �J.� '8/65 ]
6. Proposed utilities shown are diagrammatic, and locations are approximate. General Contractor /C- ��ih! % Ct.' --__ ~ - •
` 50' `1 Ecs t� �� �� ------
---
- °�19e constr.'��`"� �� (6�} � _.------
to
(66)
r lR11►� - Sir
to verify all utility service locations and provide drawing showing proposed utility service �r -,s Se an �� Ervaian cantr'vl� �� - �� I r
corrections and routing for the Architects review prior to construction. ►�� Milli
\ �:~- tb� � {68] �� `� .- Sao fence during (61 �` r� (6a6 j
• a y }!-`� \ Exist. -~_ _� �� ='"� zr. �cvnstruation r� ��
T. Road cuts and any other construction in road right-of-way shall conform with local �;;�. :� -....r.,, \ Flagstone �^ _ , �-e ti ' ' ' -�
^ec: . z oi -.� - ratio •- �gt�f2� ". �_ 1.1 r1
development requirements. _ r .� " ! IA ►i f
At j - ».:'*� � CFS T0.1)� -~ _ (FS 10.0) ,_- ` m ` $6 1 .1
8. All compaction shall be in accordance with the Soils Report. �ryrnl ..a 1 _� tea• :� �,a rn \ B `� / $�` / , \� "�,,�
9. Provide written notification of all discrepancies between existing and proposed 1` ':� i I �~ _ �' �� y ++ �,1 (68) SHEPHERD RESOURCES INC/AIA
r. /: Exist. R ��
site improvements. ` iF 4ir. - I �� � 1= _ _ _�
lar.;- IConcrete ��a ab `� �7m _ POST OFF ICE BCX 8 4 0
10. All site retaining walls will include back of wall drains as required and approved by the L-__J i �j� Patio 1 ilip;.-_-..401.."-Allrim.''Nffialtil,
/ FG Etut It-In a (E,6) - ~l@' Utility 3' i -
'o11's Engineer, �� ��' I _ I�►� on Conc. Easement-- a •°+� r---I � 05 EDWAR DS LLAGE B LVD
1L Contractor(s)shall take all necessary steps as required to properly protect and maintain `, 1 J� - ; �� '� r � �6 U �� � ��� _ S L ITE C 0 3
his work for the duration of this contract. - - `1 ` Phones \ I - ~ Exist _ +�� Iii. Fg l'
11
- .! 1l 7 I � Pie stone - I �1�rjf - ` ;�►iLa dr;:,, �( E D W A R D S C O 8 6 3 2
II
12. These drawings do not specify safety materials,equipment,methods,or sequencing,to ` _____:_-
_-:..._\_, 1 I f iv '' - r - - 1� , � ``--� �- Tv p r / �\ r
protect persons and properly, It shall be the contractor's sole responsibility to direct � r ~ ~ I lr y. _ -~__ �� , Ov 9 7 0 • 9 4 9 • 3 3 0 2
and implements safety operations and procedures to protect the owner,other contractors. !.-----11-\-1------------
�� -�-~ rib �i�� 1 `~-~ ""`� r o
I �- _�
e S R I A R C H I T E C T . C O M
the public,and all others. Historic CF5 7mh3) «x - _� �I + L j � _� r r'1 ---__ ___--:utrir::,1:::=1-1:".-%1P__
f j i-i►��, o Cr
or
13. Reference to north refers to true north Grades ~ 1 I 11_ r
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c17 --7----t------... .... ... _.-_-_-40:7_ it r� ,�i CFS 11.1) to'`ra,,.- + p O�II Naw �1' FS uy - -~ Reran r be ot �� ��14_ All work shall cont i with all a licable codes and ordinances. Ct } 5: Pro a Line ¢ v m _ t Duk r., d` 4 / ppb \ dp y pp p I - Location 1 v edc_ �s, l~__~ r7�Q ��
S. contractor(s)shall employ a licensed surveyor to establish all work lines. ` -_ F
m ` --+, ~
L r strum f 1 _ Contractar(s)ahaIl sta{ee out all areas, including waIks,pavents,waIla,pools and fences and !IF'� r7------.61 --� 1 f eetStre i �- - ll
shall obtain the approval of the architect prior to proceeding with the work. 7j / iR=E �� _ 20 �� '+
r �� AbandoneI :1 ~ r I ffa'Li u Li ~
ii. Take all dimensions from face of curb,wall or building unless otherwise noted. �� * Property Line j f �8 ~ ,�; Exist. -� j
18. All dimensions called out as 'equal' are equidistant measurements to designated cerrterlineCs). I r P'ipdi Exist. ,f Wood Deck I
19 Take all dimensions perpendicular to any reference line,work line, face of building, face of ` 1 - ;f r _-- =�J f, II 1 A� Deck CO Abut f± r
wall or centerline. r ~ ` J li - _� - - irmar. Structure �New Spa ��; jf , 1 _ �~ ________
20. Computed dimensions shall take precedence over scaled dimensions, and large scale over ' J I 6tafrwa from shared I�! s` _ 1' \
small scale drawings_ Lot rp ` I - ;1 ..` DATE ISSUE
! _ _ -rd floor accessI r ►.,
21. All angles to be 90•,and all lines of paving and fencing to be parallel unless noted otherwise.
F. _ I I ' 1 , ` ��'; --
.------
23.
�/ �l 2/20/2017 DRB Final Review
22_ Maintain horizontal alignment of adjacent elements as noted on drawings_ ~ -1- I ;± 5'�; _l
+ r t e
23. Reference to scale is for full sized drawings only. Do not scale Fromplans or details. �+ ;�; ` 1' - e+ 11
uy a - _ \ 'i X CFS 71.0) \i
24. Notes and details ons specific drawings takeprecedence overgeneral notes and typical details_ --- _ ---- 8 ` ' / CFS 113) + ti=p
p 9 yp , tit Roo~- \ ,'' `� �1` ___
25. Conflicts or discrepancies with grades shall be brought to the attention of the Architect f Q ` 1 1 Het
-i r $x,15 E ~ '�+Cl"9 T12) -- ~ �i; \ ~--
immedlately and prior to proceeding with work ?4 Lot 1 - -_ �_ __41/ I'` =F� 7/ , I 1 40 ` + f
26. All Finished grades shall provide for natural runoff of water without low spots or pockets. Set flow p 1 - I I (Fs Tia) , I X151.
lines accuratelyandprovide a minimum 25% and a maximum 33% gradient unless otherwise noted. (CI1063 } _ e
g �' Lot 8 r r ~` I �- `, r�_�_ j w� d Deck
2T. Gradually round off tops and toes of all planted slopes to produce a smooth architectural z CG0 '0 Ac) ,��r` ' - I Ga lvinl ' I /
transition between relatively level areas and slopes,unless shown otherwise in grading details_ 6 r . ~
28. Grades shown are finish grades. 5ubgradee needed to attain fill or topsoil placement are not z If -Qr Residence y Pa vef19 t Schedule ~ /
reflected. I-old Finished grades for planting and lawn areas 3" below top of adjacent 1 r -
pavement,and/or curbs,unless otherwise noted on the drawings. ' , `�I '� RCMFla stone �$ I
'
29. Sleeves and conduits shall be installed IS in.below finished grade and shall extend 12 in. ,' I ail ---z__-7--_•. � f over cork-
beyond back of curbs, walls and paving. ; ' �� ` (Snowmesltl
-(' 5 Ac) Lot 10 1 Flagstone Pavers ~
o er SandI l
Legend and Abbreviations
_ 1 (0052 Ac) 1 I ( nowineIt)
I?=� r 1 1 4vne Pavers
` 1
BC bottom of curb else_ ---G- exist_gas line r I - overConc.
Be bottom of step elev. i - _
--fi° --- exist. storm sewer ling / r' _ _ +� (3nal�netlt= '
PG bottom of wall elev. - 5,9-��'. e ,�, I _ , concrete Pvmt� \ l DRB FINAL REVIEW
CJ control joint (saw cut) ---sAN--- exist. sanitary sewer line 1 1_50 ' r ' feJrtowmelt)
__ + I-- Lot 12
CMU concrete masonry unit -E--- exist_electric line ; r; I - - �,
CONT continuous ++ (FS 192)- o , n - - k7 0 (0.06 i Ac) g
---w--- exist. waterline ,+ 1 I 1
CP spa/pool coping elev. ��, ( T92)X+
II I 1 Ldt 1
DI drain inlet ------T-- -- exist. phonelt.v. s� ra i� Ai
��;r +r J ' / 7'.+" I _ lu
0 r; ; -_____,,,t____44..."`":".---7- -- , 8.118.1 i 0 I Lot 11 .n
DIA diameter �1; +' :r (0.132 G)
DRWS drawings Mh l exist_manhole =� ► _ ��+' - - ~ ;+' / ' i P9 - I� • (0la53 Ac) 1
NZ FI / ` gal , I FEBRUARY 20, 2017
EJ expansion ,jointill exist_ fire hydrant rhe -� �* ����'j Fla qExist.stone +r iit ~�:{ j Rid ¢ f 7 ' 1
ELEV elevation Exist. ,+ ��1 i Patio
�e,` / / 00.4.14-4*of ,
EQ a ua 1 rWWI r, I IOW, ,, _
1 ~ dI
q p �� W 1;:.' di/4 ter. r?� 31 re } 7 , ,
+�- plus or minus dimension Flagqstone f \ � / � � �. /3g i +
1=FE finish flour oleo. sae,
lAa Ik I ; r•. / a�,l `�y ' / 1J
FG finish grade else. DETAIL Meter- 1 g -~7 , +f/ \ 1 rr+ " ' i .;.171 ._--(..---------,1i -TJ / "_' _ s I I N , ,
detail res[lout
N ` ' � \
FL Flow line of *wale
Cep,
3 r�'�. + 1 I �i i_ a ;r / ��� 14
n ~ -rreaF, ` ,
1=5 finish surface also, (pont) Phone r \ / ~_- r • . o __ ,'� I, ' s W! Encloa
14P highpoint else. 8 dimension Ped �: \ \ I �` �TSO) 'r QUO / Exist. f , -- well ore \
fed' -r�`, rr W
•
g � `tel } �`�utility 1I Walk 1 / f/laftnV / PaverWalk /'! �^ . - `
c y
NT height ~ -~ I L J h�anc)ho le Iii CFs 19�J+ ;` .g.M '. 7-1
C:›
I~- 1 11 / CFS 77.';)x1 I .i flaming1_P low point else_ angle notation Ir ! �f rr---� � ' + _ 1 Or ® d as 1N ` \
MAXFi.in
maximum �1 'i 8s#•r 1 --1 1 -
1 I �� Shed - �=-� I; �`Y ----- 1 '�7_� -_7-- f, N
MN minimum PC prop. conduits J.................. i ,+ r , f , - , nQ.G. on center 1 "� + r CFS T�.1J 1 `` 1 r -- + i I plantingak allie- an `�-- Iii- - ,�prop- gas line i �`---��`�--�► 1 --•..-„� _ f. arm a�+ AeP 4, plantinCg area 1 `' � (Fs 174) 1 r--_____ - '4; -.-1`'" - / Drain1:�� __-- �i "Fv 180) ` \PvMT avement SP prop. fire standpipe ` 1 _ --___ ~ Hist � rorarn CFs 7T.9) \to y °0 4J �$r f 7.,�--- RamZt'5 --~ `R/RAD radius notation _ 1Exist. �vQExist. CFS T-i. -a y -- -,4' - - ____- Rllmlet5 2 fFsT8�)-SAN prop. sanitary sewer ITne 1 Paver s - -- ___ _ t _ 1 I
RiM inlet/manhole rim elev. 1 �J ParkinExist_ C a1 tri Conc. f a; , 5d"Tall CJS1 re N. \fiver- -�r 9 Border zzra�e _ i., catQ �' Gror, -TG to of curb also_ E prop.electric line Parkin + --� N \p 9I ` �� r �1' r_fCF9'11.5J 1T5 top of step else. prop. waterline I F3 �� lir Exist. �xIkt i
pI1 Exrat. -- - - f r 8 $ad❑ F1a�atcne 8-,.. _TW tv of wal! else. 1 Paver 3' all s4 tea ' bdcdc .CFS TT.9J alio r Pave eTYP typical P prop,phone >`la4.-s6wr Parking ta f Well co �♦ `�-~ ®�®���li�� Patio _ ` �! ++ PROJECT: 1408.04
(t ) Addrays4. ~��
srimiliftftr
UJUJF welded wire fabric 11 / 25 • + �`04.094 '"�``"r ~ -- ~ J r r
U15 spa/pool water surface `- I ' wheel (FS T7.5) ~ p ._ � ? --:J, I
cpremul��� Exist. Boulder Retaining Wall �I 1 / J 1 !� I I Exist rtypi I ■rain i
---.- 3m---exist. contour ;�K� to Remain -- L i I J i N81.5%-17714.93, f Asphalt + I Rim 11.b I / Drain 1
_ - _ r 1 ; r Parking _ r L. 0 er
1 Rim fib
asp prop. contour 1 _ I 1 I , -►�_ � -� /
FS 6 T25 F. Proposed River Boulder - -_ 1 ~~ I I Ns -43, - ' +r 1 Ex �' `'�_ 1 ;
3 _ , --____ _ GALVIN
�X proposed spot elev. i R.eta in ing Wa I I - - --_. (FS 172) `~ -_~ I 1 W Sa $ !orb I 07 Conc. I �����`�-+ �� .
(FS6 i2) -� 1 ~__ _ , ,`` o iI -� 9` top ,i Border - 11 Deck----, I RESIDENCE
�jC exist. spot also. ft
/
�� Exist. \ Above �\
p f \ O �� '--_ -X(E5 n.4)` ~ ` Paver 11 f` ` 1
+ l Deciduous Sewer n _ _ (FS T73 II% - I Parking 1 I i ~ '1$� -
-- property line 1' f1 �t1n Exist. trees to remain Manhole I L sewer C TT 4) - - -_ - - I I I ` 7� -
� � I Manhole - ;
--- )
construction limit line Evergreen o - ~ _ __ -- ��I - _ I
-_
oe _ x•{ 775) _ • ib.• -'..-:-,''-•--
;,:_ N76 23'iU 1 Exist. - 1
centerline / e� Utility ~ - - _ :' {I1111 1 -~ 2306, I1I
Asphalt Exr t �J - f
- Handhole oa (FS T1.5)~ 'FSStr Planter ~
- building envelope r,' + } Deciduous - '� ~ "- • z (FS 11.1) ~ ~_- 1 I /wawa
i Exist. trees to be removed `� 4° Exist. -(FS-T11. 1 _ LOT I 0
_- ti -
- easement Evergreen _ r = ~- - -��- Conc. AS It �, Exist. Cane _ - iJ I Aaxfst It ~
f - t conc.Pan
2 ro - J Border �t to Rema Inperats enawmslt , ( T;, - -_= 1 - - -CFS,,.9) «S T,. ) �'�'" �,,r Pang 303 GORE CREEK
direction of slope -; f ~ - p -
r Tone in cone. vmt. ~`
,�_ __ Water eFerT DRIVE
direction of swa le II - -� Valve - ---
- --� �--~ - \
1 / 1 i E IeG. - - >1 (FS•i&0 - - - _ !7�
_ -- CrUtility ---•
--~------�i >_ Handhvle 1 - r!1�e, _ - ---__.~ - 6-91,
Temporary Erosion Control --= I Exist. - - _-_ _ _ - -
Straw bale siltation barna shall be utilized during the r Storm -~ Pavers ` ~-- _
construction and landscaping periods. Berns shell be Grate - _ ~ `~ _ Ir�26 61
located according to the pians and as required to Rim 81175 ~ ~ ~~- -
control run-off and shall be installed prior �__~ - - 1 r7�] -
to excavation. -~_- ~ ~ _ _ 1 -
Water dissipaters shall be installed at intervals in - - ~~-~-~_ =
drainage sura lea not to exceed 28'. E~xist. ~ - - 1_
74+e Contractor shell be responsible for preventing Conc. - - .. - 0.4
_ -___-_____----z____________________
the release of sediment laden water from the -- - - -_
construction site.and shall be uired to install Pante :
additional control facilities at the direction Storm z - __ ��
of the Owner or inspector,should problems occur. _ _ � `
All slopes greater than 2:1 will receive lute mesh erosion Grate _ _
control fabric until rervergetation grasses are established. Rim 811 T.0 -_
~ NN
Wd
�� Mar
Protecting Na tura[ Features -
The area of disruption will be completely fenced to �_`` -, -_ -�� ~�
_ L_ Ioi
protect surrounding tr►distiibed vegetation. The areas -_ _ , `-
Which are not landscaped but within the disruption zone - - _ -
will be relvegetated to match the natural vegetation. ~- --- --
All existing trees designated to remain will be surrounded with
snow fence installed at the drip line. The fencing will remain D
through the entire construction period. li
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0 h3 la 24
77.17.1 1
(Scale: 1/S11 = 1 '-0")