HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0025-2022-BCHO (26) 1 I I / 1 /-
11 Y V 1l - 3880 FLOW ARROW LEGEND
PARCEL BOUNDARY
p Existing Concentrated Flow
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-Project Benchmark SCALE PROJECT PHASE:Preliminary/Review Set DATE ISSUED:04.APR.2022 "`",q
4 O" he
TED (FEET) NO. DATE REVISION BY _aPP�Oso..FNs lit,
• o s 10 ;�a;:� ,,�;a�, RIVER CITY 1010 EAST HYMAN AVENUE
_ _ / 9i1 , . C O N S U L T A N T S
J C 215 Pekin Avenue,Unit 201 Phone:970.241.4722
Nt KNowwusbelow NORTHING: - HORIZONTAL �o I-,-,r, Grand eun inn,coe15o1 n.rw eeLom Fax.9]0.241.8841 Change Order No. 2 !RECEIVED
eww.9z«to a ....rya an Yee EASTING: / �i }°y/yes? ' DRAWN BY:KTB/PJS PROJECT: 2008 001 C1s YG
cvou2Dic�SeoE�oaEzcnvae ADVANCE
ELEVATION: VERTICALN A g g[ grading] ,41j4oq,�.7�.s.Ga_- CHECKED BY: IDG Grading Plan (�
MARKING of UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:C083-CF Zone (NAD83) CONTOUR INTERVAL:0.2 FT S:\PROJECTS\2008 Monique Agnew Architecture Hyman Design\DWG\05-Sheet\2008-001 Graemg.dw Ex ORIGINAL SHEET SIZE: 22 x 34 Existing Conditions 05X0�/2022
ASPEN
BUILDING DEPARTMENT
meaning that a majo -drainage basin that is
engineering review collected in drywell
2'„; will be required. is this a solid or -purpose of drywell(WQCV or
^ I I. grated lid?Please detention).
1 3 PRO-0 include in detail. GENERAL NOTES
s -show calculations for ell
I 'To--_ HARDSCAPE capacity
'EMOVE EXISTING REE WALKWAY END OF CORTEN EDGINe 1. Add 7900 to all elevations shown below 100.
-overflow path of drywell.
I I I I I " SEE ARCH. TOP OF WALL:7939.55 te that any 2. Contractor shall coordinate placement of pipe sleeves for storm drain thru
Extensive grading in I I I I )' I// -- ,_ •"•"•",r"<'�'-"�'',0"^?•^^^ verfloarratlwdrainagve must ewillreachthe micropile wall during installation of micropiles.
Iii.so_ ` PARCEL BOUND 9 3. All proposed storm drain and fittings shall be 4-inch SDR 35 PVC
the ROW(like what i- I I I / �/ o _ L 8• D, IRYWELL OW and not negatively impact P P 9
proposed)is not cV �` - , �,r NSPOUTS) CORTEN EDGING eighboring properties. conforimg to ASTM Standard Specifications, D3O34 and F67O and set at a
approved.Please �'aO��� °"1=1,' ��P,�
PP m iWit
POrtf �, � �� O / TR• ovide invert an. RFACE DRAIN LINE (TYP.) minimum slope of 1/4" per foot, unless otherwise noted.
revise. / ,_` `i, TO• mpelevationsfor 4. Drywells shall be surrounded by 6-inches of 3/4', washed, crushed stone
I I I/ Kf'1F`1I 44 ,, r'i'e ,o !IA ormwaterdrywell, FOUNDATION DRAIN LINE T'•.) and wrapped in a non-woven, geotextile. Bottom of drywells shall be set
I y/�� e �,� I well as overflow at Elev. 7927.25. Perforations shall not extend above elevation 7931.25.
1.
I I I I yI °ry 'S f ��o ,��sr�� � iiiiireNik route. PROPOSED
1 I .� �� HARDSCAPE
\ 1 LIMIT OF GRAD NG / of 0 f �444,, 00-per lk, 4 STAIRCASE
\ 1 I // /// :5 4kw,Atk4.41u,„, -I /r It.... ,y '.i �� s I / / PROPOSED HARDSCAPE
1 I a 1 .// �-_.� ,,.� .. o, , seo I WALKWAY SE\ \ \ REMOVE EXISTING WALK ems,• ,�� ' Eon _ ��� ,�; ��� 1 '� ARCH PLANS E\ \ I / V/ I 1�' �r� 110 w` ,�
*�iir`� • • •-�-' .. : - „-„ �i [I , Provide detail for k I \ END OF CORTEN EDGING
Call out distance _'��t a �� �g4o g r I� ��
TREE PRO from each drywell to 3960= - 9\ �9/o drywell in civil pia �osos e� is �� \ J� TOP OF WALL:7941.50
INSTALL TEMPORARY �� a �/ . -� v v
property line with /�-- 39.B0- 9 Bs - s .A e --__ v \ I I ,
I PLANT 2.5" I / / STRMlineappears /e SPO T �N� t ts�i,� �� .
neighboring property %t. �rJ � ` v
2''-'1--..
COTTONWOOD PER CI �94o- to drain to foundation ::3 - z
\ and distance „eV
between drywell and r 1i — clarify P r Z94-0" °ua,_�` \ I I I
\ 41�P' .9h`TAN61 , property line with ° I_. 40.0 /\ °� storrmwateSllinelsease INDOW �� I I ���. / I I I \ \ '- \ N v \ \ I I __
�EE;cA A0' 2 drywell. ® 3
I I ROW. REE 4�_:_ ELL �� �� �' 'W\ <�' . v A v
drywell. RAINAG iUV�� lr�t.� ��ta�" PT O'.SED 6"I�
should connect to �S
a AR INLET
Stormwater d ell tAl60 torm d ell. . ` ® �� Ea / \ ( ) y\ \
must be located 10 ��� �o. J:7 / ��� Q��Yr� �V N
away )1=\.,
from all �; !+ A" \ 1 IIIll �/ ,,,\ , , , I , property lines and -TIT 11 f7� G) /
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\ \ 0 1 / el ' - ( 7947 v A'4 931 I REMOVE EXISTING CONNECT ELEC ��aSURf / / ! //// I
\ m ll 48" DIA DRYWELL / \ , / �r 93g TO EX. METERS ( ) v 2 3" PVC CONDUITS
�/ / ;,93s O CLEANOUT TYP. /_,, /
\ \ \ <I ( ��, (FOUNDATION DRAIN, / v sag- `1 FILL & RAISE GRADE / j j' /\ ( )
rI // ��� & WINDOW WELLS) DOWNSPOU I / / FROM BUTALDINGWFACE DOWNSPOUT / / .�%�'-s'' A \ 24" COVER MIN.
PROPOSED 18" ABOVE CONDUITS.
\ PLACE WARNING TAPE
\ 9' I/ ►., / / HARDSCAPE / /
\ \ i / 1 _x DRAIN LINE _v--7940 E� / / STAIRCASE / / / / / / / I CONNECT TO EX. TRANSFORMER
o �, �� (TYP.)
I / 3sao\ y SEE ARCH. / AT END OF ALLEY APPROX.
/ Maw / ��,/ o PLANS 100-FT TO SOUTHEAST..
// � a '� VA ti° // f/ " 3�Zo +' a ti ° o / / / / / / / / / ADHERE TO CITY OF ASPEN
I 1 I / la1'I�i�( �` VA ff3 / //( %� T� v a m" m o / " ENGINEERING STANDARDS
a I �/ will �V / ° a o SEPARATION REQUIREMENTS
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j1 t41 rait EXISTING HOUSE / / / p a° "o ti
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\\V A \V 4 �/ / // N, _--' - � �\vN t.‘, / �ti, / / / / Please clearly denote
V A \\ iYll �, / / �, �-_- 7941-- - , /= �_',4• I / / •/ / V if this is already
, n /" If existing or
/ 7, - _-_41.20 - m► proposed,
-- ��� / disturbance area
V V A / / ! / A \ related to installation
— s included in
l
j' _ / / / / / disturbance area
�� A \ I / / / � ,/ - eo_ 184- i� v l l l l l
tip
o AI i I / / �saz,_ ■ �� _ / / / / / / / / / talcs.
1' I I n� ii�I � / / / / / / / / / / ' / a V It appears that the
d c �� � �" / / / / / / / / / / / / / / / v electric secondary
_ �. ��'�� service is being
(�I�t►;.,�---_ I I / / / / / / / / / vv replaced.Please
�i �37 / / submit updated load
�• '� talcs and show
Aall
3d�1 y �4- / / / / / trenching all the way
%� .: �_ —- �` � y° ��� sv / / / / / / /" to the transformer.
�� V"-- 1 �'Confirm with utility
FLOW ARROW LEGEND / 4( �i� , ���I NV
., i �l l it V p v
de t that there is
' "���LE� °� �� / adequate space/load
Existing Concentrated Flow -,t :MoJiii / - -\ 1�y; • \-__ / / ---_ 2, in the transformer.
,, N'N- --' /I/7 ---.,._ /
Existing Sheet Flow , � .iq� I/ w \ \\j1 / % d
® Existing Utility Pipe Flow Direction - 4O� �_�n \_ \I \ `III I / ,I ,, /
Proposed Concentrated Flow �*�
F ��-�QI � � l / / / 1111�r �I i 1,l d
Proposed Sheet Flow �� _ /i�� g/
1�� 9_ ir�'Z im
I► Proposed Utility Pipe Flow Direction �� L G _--- — / 7 II „
4Project Benchmark SCALE PROJECT PHASE:Preliminary/Review Set DATE ISSUED:O4.APR.2O22 ,,��""".."`��qr
0 . TBD (FEET) NO. DATE REVISION BY _0;;;VViOZ, .4."'i RIVER CITY 1010 EAST HYMAN AVENUE
0 J 1 air- ry,,O/j . CONSULTANTS
UGrand Avenue,Unit Phone:970241.48822
41 Change Order No. 2
N" If�owl�Nnit bBIOYY. NORTHING: -CC � HORIZONTAL t e I-,-,r. crane�anMion,co elsol wwr,.raaw•eeLaom Fax.970 241 8841 ���I�D
....un«to a �6slan' B ELEVATI: - / ��i/ ,14yes?:•-_' DRAWN BY: PJS PROJECT: 2008-001 s
CALL uzoiBUSINESS
�Sce oe�oa EXCAVATE ADVANCE
BEFORE
ELEVATION: VERTICAL N/A g g\ g i grading]a/a/zozz a1e:o5 PM /r'lib, sii;;Z P,-- CHECKED BY: IDG Grading Plan ((��
MARKING of UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:CO83-CF Zone (NAD83) CONTOUR INTERVAL:0.2 FT S:\PROJECTS\20a8 Monique Agnew Architecture\0o11010 Orlon\Desi n DWG\o5-Sheet\2o08-001 Grading.dw PR ORIGINAL SHEET SIZE: 22 x 34 Proposed Conditions O5-02/21a22
ASPEN
BUILDING DEPARTMENT