HomeMy WebLinkAboutVail Das Schone Filing 3 Lot 2 (3) . � � � o - a a s I H �
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' NOT'E 2EMOVE Al•d REINSTALL EXISTNG WOOD FENGE. PROVDE PRIMARY ELECTI2ICAL FEED (VERFY LOGATION IN FIELD) �:
IJEW CONSTRIJGTION AS REQUZED OF SAI"� SIZE. ETG. AS EXIST. NOTE THAT TWS FEE.D SHOULD BE CONC2ETE ENGP.SED-F IT �
MOVE POSTS AS REQIJRED TO CLEAR DEAOMP.N. GOORDNATE FENC.E IS NOT CONTAGT UTILITY IMMEDIATELY. F CONCRETE
LOCATION W/ ENGNEER. 12�_0• ENGASEMENT MUST PASS Tl-�LDUGH D�ADMAN WRAP ENGASEMENT IN ''
1' ST2Y0-FOAM F02 ISOLATION. '7
�
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t/2' � X 2'-O' ROD
RE SEGTION 1 �� LAp I I Q
c�ADe 0
STL ANGLE BEHA.t7 WALL STEEL ANGLE � � I I
(BEYOND) 2E (BEYOT�D) RE � � � l � G �V�� � � O
SEGT 3 SEGTION 3
� � 2'—O' X 4'-0' DEEP X � �
— — — — — — — — — — — — — — — — — � � I I 12'-0" LONG CONGRETE
- - - - - - - - - - - - - - - - - - - DEADMAN � Q
Q
� I I � �
i I I �
" i � C� O
� � �� ' ' � � �
-� �� ' ' �/ -�
. � � Q O
= 111 Va• m sTr�E4 � `
GABLE � ' `
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s
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� ��. ELEGTRIGAL
T2ANSFORlrER W/ �
- CONGRETE VAI�T �
^ OELOW •
�4'-4' _) �
APPROX. FMAL G2ADE
(MARJ"fAIN E>ZIST. TO
EXTENT POSSBLE)
Ef�BED RT 4'-O' '-0• ���04 I I I I � � � � I I I I I I � � I� ► I I I I
(TAKE GARE TO AVOD � I I I � � I I I I I I I I � � � � I I I I
SEGOhdA2Y CONDUITS). rJ T�i I I I I � � i � � � � � I� I� � �I � � I I I �
�. Ah II II � 1 � II � � I II I �
�< II � � � � � I � � � � � � II � � � I II
I I I I � � � � I I I I I I � ' � � � � � 1 WALL�(TYPIGAL) T7r8E2
I I � � � � I � � I I I � I � � � � � 1
II � � � � II � � � � � � II � � � � � 1
� � � vATION 1 SECON�A2Y ► � � � � � � , , 51T � WA � � � � AN � � -
,, . , , ,,, � , , , ,,
ELECTRICAL FEEDS � I I I I � .``�.� �pN � Lp ��lJ/���,
I I � � � � � ► I I � � � � sc�E �/e' = t'-o' �� . � ,sr `'`��,':
1/2� = P-O' NERFY)
. .
II II
.
• � , , � ;
11 . ;
- - - - - - ' � � ► ► ' ► " " � r��-+� ► � � � . - - _ _ _ _ _ _ = � ' � _
� I � y I I � � I I � I - - - � NOTES: ; � � �
/ � - - - - i � � � � II � � II � I ' t � � - - - - - � � \
� � _ _ _ _ � � � _ _ _ _ _ � � 1. GONT2AGTOR TO FELD VERFY ALL SITE DIMENSIONS AND GEOMETRY . �� � \�� O �
I / � - - - - -� i I I I I , I I � I � I � ` - - - - - � \ \ � � 2, GONTIZAGTOR TO GOORDNATE WORK WITH NOLY GKOSS ELEG721G ~��9 �ir��NAL F-:•� Q,J,�
� — — — - - 7 (�) — — — — .�, T �..... . . • • � .•
I I I , / / � � I I I I TD VERFY ,�.hb PROTECT EXISTING TRANSF02MER. VAIJLT, AND ,, F 0 �
ELEGTRIG �L GONDLkT' S 1 1
GONDUITS. L"�OGATIONS SHOWN ARE ASSUMED AI� MUST BE VERI^�.D . '. !�����CO`��•``
NTO BUILDNG B�i GARFF=UL �XPOSURE N FELD. �.
�, ( ) N�IGATES APPROXIMATE f�P.DL'- �FPERENGE FOR TOP TO
BOTTOM OF WALL. GONTRAGTOR TO GONST2UGT WALL TO MATGH
EXISTQJG C�ADES TO EXTENT FEASBLE.
��
FACE OF EXISTMG
BULD�JG
22 JANUARY 1992
� � N � i� A �. NOT � S =
� � . � � � � �:
A. SNOW . . . . . . . . SO PSF
B• LA7ERAL EARTH PRESSURE (ASSUMED) . . 30 PCF
C. PASSiVB BAR1H PRErSSURE (ASSUI�D) . . 200 PCF
ELEGTRI�JAI_ �' S�'
�
T�`���R p����r A. 'IfiE OWKER SHAU. RETA(N A LICENSED SOILS ENG(NEER
/ \
f
7'O (NSPECT TNE EXCAVATION . 't�lE CON7'RACTOR SHALL / �
t/2' 4 x 2'--0' RoDS (�� G�r_ COORDINATE H1S WORK WITH SOO„S ENGINEER.
' � SIT � � �. AN
, �
B. ALL F1.EVATIONS SHOWN ARE ASSUMED. EXACT BOTTOM / � � � � o N � �
AT 4�-CY W�G� NN. OF WAIL ELEVATIONS SHALL HE VERIFIED IN 'itiE FIELD
L.AP
i� � 2,-0' x Wllfi ACTUAL CONDITIONS ITY CONTRACPOR WTTH APPROVAL
OF SOU.S ENGINEER � � NO SGALE � � � � � � �
/ �
r-�� , - ,
C. ALL WALLS AND DEADMEN ARE TO BE PLACED ON FIRM, Fi FGT2IGAL / \ \ � U� � •� � � �
UNDISTURBED, NATURAL SOR. OR PROPERLY COMPACT'ED T2ANSFORNER �"�
(�L Q�-�-F� -��R ���.� — — BACKFiLL, APPROVED BY THE SOa.S ENGINEER. BACiCFR.I. � c1 � �Qj : � �--�
, , SHALL BE COMPACTED TO 9596 (MINIMUM , STANDARD HOLY CROSS � \ r'r ja � � � O O
� t b PROCTOR DENSII'Y UNLESS OTNERWISE RECOMMEh'DED . EA`��"�NT � � � �j "'� A+ 'd O M c�
-IIII - III - IIII = III � ' , IIII �, nv �E SOas r�PORT. ff SOFr SPOTS ARE ENCOUN,�a�D � o ' � F—+ � � �'' `�"�'
RE
GONCKETE VALI_T � . � � REMOVE SOa. AND RECOMPACI' � WITH APPROVED FiLL. C{-IA�x � � �
�FY) S ' . P-�o� �-ANE � W
. . , • . 3. coNrRF� � � � � G�
. . � , - ,, � � � d
� , — �'. �
�
• � NOTE: CAST DEADMAN A. ALL CAST• IN -PLACE CONCRETE SHALL BE MADE WTTH TYPE ll � — _ _ _ _ � � � �
� • AGANST EARTH AS PORTLAND CEMENT. STONE AGGREGATE AP1D SHALL DEVELOP 3000 — ; ,j � �
� � � Y
� � . I _ F02M.
PSI COMPRESSIVE STRENGTH IN 28 DAYS. � rij'� ��� � 1 n ot Vail Community O �
. , . �
IIII III IIII� . . , . - ' � . = 4. \ �� �
. ' ; . � • . IIII -A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEF M � \ Development a ;
O R E D B A R S Plan \ B a
Health Fi �e W
CONFORMING TO ASTM GR�1DE 40. � NOTE-BUILDNG NO. 2
t/2� � H O L.E 1/4' � CABLE W/ �OUBLE IIII • . . , � NOT SI-IDI.JN
c�.�r �,� �. cv�FY - _ � a a 0 �
GP,BLE ELEVATION-NOT TO BE = III llll = 1111 s. -`TR�'c�'-'R°''— �,: � '���roved ��
, �
� � \ �--� ❑
BELOW VAULT.) � �� nied � i ' �'
A. ALL STRUCNRAL STEEL SHALL CONFORM 'PO AS7M SPEC�7CA- � LOT Z — A /
�,_�. � TIONS A36. BOLTS SHALL BE A307. /
�/4' 4 X � � \
6 ��� \ VAIL DAS SHOTJE. FILWG NO. � alalidi?� Pefmit
ANGHO�R BOLT � EAGLE COUNTY. eo. � 3'ec . 30� ,�.,1 1 a ll . f . C . `
� l..1/ GLEVIS. A. ALL WOOD SHALL BE DRY DOUGLAS FIR , COAST REGION N2 (OR
(4 LOCATIONS) BETTER ) AND SHALL BE 'iR£A7ED. PENTACHLOROPH EN O L T R E A T
� _ ��) � � � MENT WITH RE."TENTION OF NOT LESS THAT0.60 PCF StIALL BE \ ff: N j ,"; i� 3flC �'f (7f8 ^ E'� � O f ;i .^.!'. f f,� I L 4' �'��t(1 f O V<: ! Q f Fl a n s a n d
IIl pROVIDEn. �
� — � , � r , , � �F� � ;r? it f�?r c; an
• — � ; ; ,.; :; . � . .,,� :,, s sh r •�1 t;e co�� sir „ �r: tc, '�e a � . ,
� �. c•�: � F� ;:- � • �!:I o` , y violai : on c! any et the prov � siL �s o f t t� �s c^d e
=�II Ill � Ar � ; p� her ordin � nc9 n` t�e jur� sCi ^at�on . i i�;e issuance of
L4� X 4� X 1/4' (GRLVANZED) A. ALL CABLE SHALL BE PRESTRETC7�D, PREFORMED, CLASS B \ i B �; ,. " ^ �t basPd upen plans speci ficati o n s a n d o i her data shal!
W/ 1�2' 4 ao�TS (GALVAMZED) ZINGCOATED, BRIDGE STRAND. T7� SIZES SHALL BE AS � � h ��Fgwent the building official from thereafter requiring the
A�T�L�� 2�X2 2� X 1/8� N O T E D O N T F� DRAWINGS. \
' ctir;ection ot errors in said plans, spaci fi c a ti o n s a n d o t h e
B. CABLE STRAND AND ACCESSORIES SHALL BE FABRICATED AND \ / / data. ' �
!�T�� S�i ATE 70
S � G T I O ERECTED IN ACCORDANCE W(i'H AISI "STRUCIURAL ` / ;
APPL1CA770NS OF S7EEL CABLES FOR BUa.DINGS".
1/2' = r—o' � � � DAT ' � _ , 4 _c� �
C. TURNBUCKIES, SOCICETS, Ffi'I'INGS AND OTF�R ACCESSORlES /
#4 X 4�—CY W/ 2�—O� ` N �E S OF G►BLES CpNNECTED. �� STRENGTH PROPER'IgS
EP'BE� AT 4'—O' /
(TAKE GARE TO AVOD / �
SEGON7ARY COI�LxTS). a �.
A. ENGINEER'S AC�FPTANCE MUST B6 S6Cl1R� pOR Al.!„ SUBS'iTIV-
TION3.
r !. REMOVE AND DISPO�E OF BXI37'IIVQ FAl1LrD WALI.. DO NOT
REUSE !t*[�1 PARTS.