HomeMy WebLinkAboutHillside Condos Retaining Wall Assessment Map 1991 Public Works.PDF 157 12' —— __ 31
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T.W.p210,0
EXIST / � �� B W.s206.5
UTILJTY POLE / ��
RE TA ll�lll�l G V l/A � L D A MA GE A SSESSMEN T A P �, ,����_�E: �
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HlL L SlD E C OND OMINI UM S UA lL �� ,� '� �wRzos.o
EA GL E CO UN T Y COL ORA D O '� r W.a2o9.o �s� •�
� �' B.W.a2�0 0 � . ��0 �
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�� .,� � � � � � T.W.s205.5
A ND PR OPOS ED WA � L REP� A C EMEI�i T �� � �� APPROX LOCATION OF , , � �Wp2oa5
D�� EXIST TIMBER AND � �► � ` •� � pRpp
/��h`�' CONC RET.WALL � �'� ` T W.E205.5 FTR,qsy SFD
P� A N ` ��``� B,W,=200.5 NC�OSUR� � - PROPOSED TIMBER
�` ASSUMED � CRIB WALL
GENERAL NOTES �"� � +200 `��` � T.W.a203.0
, `� �Ws20��
1. Provide 6" width of free draining gravel behind the front face of the ELEC AND � �
cribwall to allow f or drainage behind the wall. H�p�jdE PANEL '���
2. If a longer Iife of the cribwall is d2sired by the owner, the entire / RE���TETO �,��. �
WAI-I- WALL 9 FT HIGHt� /
crfbwall should be backfilled with gravel, and a perforated drain pipe / N� �
, provided behind the wall.
3. The design of the Cimber crib wall is by others. EDGE EXI
ASPHALT
4, Alpine 8ngineering, Inc assumes no responsibility for utility locations.
It is the contractor's responsibility to field verify the location of all
utiliti�s prior to the coomencement of any construction.
� IMPROVED SNOW
5. Remove the exiating failed wall, prior to installation of the new wall, STORAGEAREA
per soils report prepared bq Kochlein Engineering dated 11ay 13� 1991 Job
�91-22. Provide compaction per soils engineer's recomaaendations.
5. Confine limits of construction to within the Hillside Condo property, or
as approved by adjacent property owners. �� /
/
7. Replace asphalt and road base in parking lots as required by the
construction of the walls.
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SCALE I" ; 10' R
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TYPICAL
T.W.=114 , ,,� ,�
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7.5' I
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�� B.W.=106.5 ,
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�� SECTION A-A �
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7 q y1P�dt� I T.W.=112 - - - � # `'' �`��r.��
Ss�;sB� ,p�,'Qc�`q T.W.�1120 gc�. Q� T.W.=112 � ,i.,ri�, ii,-��i�ic�u� I
Is.�2� �o °� �W..1120 � �
5�.� �AF.�.� , � 3' �
F �%,�J,,�qiC `LOOO��`C� 3' B.W./ T.W.=109 � - —
18 PROPOSED TIMBER � FO '� � B W.=/09
�- 117,7 0 CRIB M►ALL c°'►�sT�`'� �`L�` 2�
��4j ,.��F B.W./ T.W.=107
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T❑W �F�� H�►LT • ED�RAnES � �I SECTION C-C B.w.�i06 � ```/,`,
� / �q� . , REPLACE ASP / PROP0.S ` �r //
T.W.=117.5 � � �� � 17 < AS REQD � T1'P. �: //
�W,=117.5 / 114,55 �
P K � 16 ,� !O
// � A 112,37 � /
EDGE EXIS� C 0 SECTION B-B
// \\ ASPHALT �
� 9 .W.■1120 /� 8 / �
24 �`\ + 113,81 1 '�W..109.0 C ,� � / 4'
�-- 109,06 �W ' 111,46 � /�
TOE � � �
I 0 + TOB SECTION SCALE 1"=5'.
� � A � � T W,�lIZO � / / ■IIZO , �ia
T.W.allf.0 1 6,4 � B.W..109.0 6�� / 6�.W.=1 0 9.0 T.w.=210 _ �i l=/l�u l=�ll� ,
�W.R 1 1 0.0 K B❑ �\� T.W.II 1 0 9.0 112.6 /j C � /
�\\ 6�W.■107.0 C0 / /
C O R N E R D E T A I L o 6,a 3 B �� / /� � 3.5•
PK � / / H.W.=206.5
� 12 �. y//1
\ T.W.=205
\ � 1 1 1,4 / / -�- FL ifi4 GRADING WITHIN R O.W. `
/ p � / 1���� BY OWNEl�
T.W.=114.0 / 11 / � E� PER AGREEMENT WITH T.O.V.ENGINEER
N2 �W.a1Df.5 5•
_/� 04,� r.w.�lizo
// ��
3' 10 F� A.W..104.0 /
/ B.W.s200.5
��2 3�
T.W.;107.0 02,8 H \� ,
Q.W..104•O K j -F- 0 ,41
SECTION D-D �
�O9
JUNE 27, 1991
�� L 6 / E� ,92 T.W..107.0 �
07 � -I- 1 58 61W.•106,0
�07 1 K,1� +T� -I-
o SCALE 1 ��—, o� ALPI N E
� F pP
/ \ 102,06 = _
3 \ SEE CORNER E� O(��i R
/ �04 \ DETAIL ��\ _
� 1 �PO� =
� , ENGINEERING INC.
_ EDWAROS BUSINESS CENTER • P 0 BOX 97
EDWARDS, COLORADO 81632
• 303 926-3373 • FAX 926-3390 •