HomeMy WebLinkAboutDRB16-0202_C1.0B_1478908993.pdf TWO OF 104
illill'
GRAPHIC SCALE ( ' ?P "'
10 0 5 10 20 40 1 CC 38: 0
:-p 6-2-20 _ �0
.^•
DRB _�
i(v
� APP- E�f••
/ ( IN FEET ) ;,:..,,;� r►; ,•
1 inch = 10 ft. '•••..,,�..��'
�/ FOR AND ON B HALF OF
R=428.02' / / HIGH COUNTRY ENGINEERING, INC.
D=29°22'46" ZZ trip CALLBE ORE
/ / � YOU DIG
L=219.48 / %A/1-800-922-1987
CH=S58°23'25"W �� n
Utility NotofColorad
�Centemr of Colorado
CL=217. ' J mQ d
/ EDGE OF z_/
/ / --- ASPHALT � CL
z ---- Y ‘,-`9 V 7 .....-- j ,,N\It <
/ G� Z\p
z Zz_. ___7g/
C Z / /� / �/____--- 14 / LEGEND >
/ / A6 - ,,.A-
/ / / wig �' / -.310 „� ELECTRIC TRANSFORMER _z 0 ad
ZZ Z_-- C; 4 ------(�
TELEPHONE/ / /// J / ��� % ,�!\���� �,� i ��� > 0
COMMUNICATION TP \ Q� JG� �' � ��I� �' 1•i� �. � j W J I--
■ / / G / t ��� �� FIRE HYDRANT Q U)
PEDESTAL % f // \ \.)
GC / / / ' \�fA
" `-�^ tiro LIGHT POLE I- w
�. 1'>( �y� ��►�, _ wv SIGN Z
�// G-S .�� ' `' .-0 :"7"1 "/.11'7 -..'\ % ..y�� Da WATER VALVE�'�,� \ P� � / 'r� �it .I� :��V%!. � `li`� � _
/ �,� GAJ ���. (/,� \ .� , _ `►� �E ELECTRIC MANHOLE
R=428.02 // (PROJE T BENCHMARK) / / / ::1� 1 BOUNDARY LINix cc
S ER MANHOLE c� "`� .� �� �'`� B AR E
D=4°45'02" P ,0:, ,<<�� :.oi ��
EASEMENT LINE
// / / RIM ELEVAT(N = 8161.7 G / / �' �"`�\� STRUCTURE //////////////.////////////////�/,
L=35.49' ,// / ,(, _ INVERT 8 8159.7 �' 6� \4'� / �•��, ..„ W \
/ Jc' �` INVERT 12" (E) 7 8157.8 `� 1 '���w� �' WATER LINE WAT F- N \
CH=S41 °19'32"W / / / �— (.01. / �f <� SEWER LINE SAN SAN d
\ ;716
O / STORM LINE sTM sTM_ CONCRETE WALL O
CL—35.4 / _
j ELECTRIC LINE UGE UGE
// WITH CHAINLINK
FENCE ON TOP OVERHEAD OE OE O
/ JG / // / /
i0 GAS LINE
' GAS GAS z �- N
/ � CATV LINE ucTv
GPS J \\I� p / TENNIS COURTS TELEPHONE LINE uGT UGT
/ //S9
• EDGE OF CONCRETE/ EXIST CONCRETE f , : �. �' � o
/ LO�5 J � dP� >V,";?#.1
FLOWLINE > . > � m Z N
/�� I < .. EGDE OFROAD LINE d r o N/� / ' /! q�. REMOVE EXISTING CONIFER & EXIST ASPHALT m c
/ EDGE OF '`r Gw.: `��� / t_. _ Z w N.
/ / ` ASPHALT J. ` ���• �� %/ , s CONCRETE REPLACE WITH (3) 8 -10 SPRUCE Y O
/ EXIST GRAVEL �� a w id 0 w
IX 2 Q
EXISTING TRANSFORMER TO J
EXIST RETAINING WALL _
BE MODIFIED PER PROPOSED V GPS �� :� I ', AL S76°46'15"E — 42.1 0 FENCE LINE l �
GRADING UNDER SEPARATE ' / e``� _, � � ,, \*.irowny
LIMITS OF DISTURBANCE o • o • vAGREEMENT BETWEEN SRCA �� A v PROP CENTERLINE ROAD — Z
AND HOLY CROSS ENERGY . , .f , 4 ``� 2 • ° / RJR250SOC BY SRCANTAINED COMPACTOR�,P \ � �a PROP FLOWLINE in
44 i ` PROP ASPHALT \ v u)
R=428.02 R : // . : a INSTALL STORM SEWER INLET AND 75 PIPE
/ / AS A RESULT FROM RAISING DRAINAGE PAN PROP SHOULDER = i '':'..';'`..'` ;' :. ;::'. `.`. : '.: _
/_4111
in
D=2°08'12" / �. in
,, N
/ P� J:•. \ s' N` ,, ' / PROP CONCRETE : °: ' : p
L=15.96' / / D G / ♦ a► .S �.
s / / Lia H o N O
CH=S37°52'54' W v ; ANI%6 , •L=15.96' P ` '� / `` • , ( a` N u '- U
C � \4 °! \ INSTALL 3-PHASE W •
\ o POWER FOR COMPACTOR 0uf
u z
'NNipp, ,
Z
�� / ' , ^' \i/ — INSTALL WATERPROOF MEMBRANE ON GARAGE WALL AT 4' DEPTH BELOW EXISTING GRADE Z W e h W
• , ,4 ` / Lia da/XV P OP F • • \ CHAINLINK FENCE W W 00 •
// FOUND No. 5 REBAR ,4
; �, iti \
/ M�y1WITH 1Y2" ALUMNUMCAP et 'Q0 al/ /,c''/ L.S. No265984Iw �� `' �i 1 \s,,,
� �1 �.� . .
,, \ , , . I"' m O ..
/ / �♦ /� .A a L. RI , r
// 77
O� �� ,„ 4t / *AT.0.�.,i ,. 5 N.6 -
Ai!
n ___
/ „..0,/7---
� �� 4v / TENNIS COURTS O 0 Z
N/
/
7/ 41 i i( h u 0
// //./ .....
OF DITCH72/ 2 v-
FLOWLINE / / .: p j I v
/ //
/ b ,cL
\ ___ . Itc, ,-' / v
/ /i , Q / N \ �� , I SIMBA RUN CONDOMINIUM ,e ie
o / -/ ` / $ Lt. (RECEPTIO\ \ o. 248492)// /r,
HOLY CROSS ENERGY AGREEMENT DATED APRIL 11 2016 _ \ _IR •r c
. ) c),
vioa ad
it
() 4Z- p 12" C.M.P. �� gp,
" • \. a. aI/ O �� / INVERT I/ /7> Avr41"relict.• • ' < NI. . \/ i� :147.7 '�// / I
_; llit-•-�ma,
l/ d d.. a d e • i(/�i
/ /// // i•f"›.ft..rc(20'.02..(• • • �,� ! • .2 4 .'. .. a .. v, 'L, i 7
/ // yr ill gip 0 0.111
/ / c> c> c> <.-- ,;:- ,c>
I / // 4041pia, 0 .-.41 A 4 A dQ ,QLLI W
/ / / D_v �ficir ilii 1.
I o IiI M
//
/ \ / / 2 1-
a ► lift I O N [�1�■ F�1 F�
7 / e llll
\ EDGE OF / / / / 4116‘c,Ateet.itik I %m�� a . .#"4 ll (DMZ ()
SPHALT / � �� !tit.� ���
47.4 e � d . � 1����� 'Q J W/ ///�' i 01- U o. �¢
—
a
0 Z
/ // / #04,04.404.0111/� a�0.O.0� � - llllll
/ /
v d., llp//4� -.1
��$�� ��1!!, o* ,�/ o� CONNECT EXISTING ROOF DRAIN ' -�- °< ) 4ll O (}
/ �`'•• ••/ TO NEW SOLID STORM DRAIN/ U 1�- W O
+ tilliO
// I lll M/ / / /// �'��� - 1.040,4011/8//6/
.�0 �.0 0 5 ' TENN *UR TS z Z W W
''�, ////
/ 411-• �,►I,� �� • • • -.lam � I-- � U
// _ !. I . . 1l IE o�*gal'RE w o z ° z
//// /////// � ` REPAIR PASSAGEWAY LEAKS: EXCAVATE TO LEVEL 3 CEILING. REROUTE DUCT FOR BLACK GOOSENECK VENT PIPE. m Z OQ
REPAIR PATCH AND WATERPROOF DUCT PENETRATION. L2 WATERPROOF INJECTION BY OTHERS). O 4.
\ .__Z// ////8.°' / / / o T 4 CY RECYCLING CONTAINER OWNER TO EVALUATE L2 SUMP AND PUMP PENDING WATERPROOFING RESULTS. O 0.
/ / BUILDING "N/ PER SRCA DIRECTION (7) ,-- 1 CL
\ / / /// / VIX
/ / / SIMBA RUN CONDOMINIU CONCRETE WALL EXPOSE JOINT AFTER LEVEL 4 SLAB DEMOLITION FOR REVIEW BY STRUCTURAL ENGINEER H// 4 / //// / G.C.E. / ( �/ / (TYPICAL)/ ECEPTIO\ \ o. 267845)///,� , /
PROJECT NO.
N 17°56'03"E — 181 .17 S76°
,6° INSTALL SHALLOW TRENCH DRAIN W/ GRATE AND HEAT TRACE. OUTLET DRAIN TO SURFACE POSITIVE DRAINAGE.
2151057.00
4675"E ,
SAVOY VILLAS 35. 0o
CONDOMINIUMS
G1 .OB