HomeMy WebLinkAbout2001 - Traffic Way and Davis Court (SEE SHEET 10 OF 32)
DAVIS COURT REFERENCE UOTES
......... .. ................ CONSTRUCT URBAN STANDARD CUL-DE-SAC PER CITY OF
ATASCADERO STD. DWG, 415.
885 0
INSTALL A.C. DIKE CURB PER CITY OF ATASCADERO STD. DWG. 418.
INSTALL CROSS GUTTER PER CITY OF ATASCADERO STD. DWG. 421.
CP 0
IINSTALL STEEP CROSS GUTTER PER CITY OF ATASCADERO STD. DWG.
Cq
'O ....... 422.
0
cn
INSTALL STANDARD STREET MONUMENT PER CITY OF ATASCADERO
t89t)....... ........... ...... STD. DWG. 426.
(O 0 tL6 F1 LOT 14 LAJ
LLJ
INSTALL STOP SIGN PER CITY OF ATASCADERO CITY STD. DWG. 427.
V).......... ........ .............. UJI
z
Ld
.......... -,LOT 5 SAWCUT EXISTING A.C. 1' MINIMUM FROM EXISTING EDGE OF
PAVEMENT OR
.........
AS SHOWN UNTIL STRUCTURAL COMPETENT SECTION IS FOUND.
895 C,4 TING FEATURE AS NECESSARY.
............................... ................. ................I2 INSTALL 6" CURB AND G ERO STD. DWG. 418.
0 .................... INSTALL HANDICAP SIDEWALK RAMP PER CITY OF ATASCADERO STD.
DWG. 420.
F- .................. 11 INSTALL SIDEWALK UNDER DRAIN NTH PIPES PER CITY OF
V) Z.� 2 ATASCADERO STD. DWG. 51 1.
ttUJ ....... 77777 ... ........................... INSTALL DRIVEWAY APPROACH WITH A.C. DIKE PER CITY OF
ATASCADERO STD. DWG. 424.
itA
t13 INSTALL STREET LIGHTS PER ATASCADERO CITY STANDARDS.
t0 7 Dot, 777�. RELOCATE EXISTING UTILITY FEATURE.
.......... ..................... SEE SHEET -1 OBJECT MARKER PER CALTRANS STANDARD PLAN
INSTALL TYPE K
REVISED, CURVE A73A.
IOCATION""-,tC14 INSTALL ADVANCED WARNING DIVIDED STREET SYMBOL SIGN W25A
Ito ......... -LOT 21 (CHAPTER 4 PAGE 18 CALTRANS TRAFFIC MANUEL)
+0) INSTALL STREET LIGHT PER P.G.&E STANDARDS. LIGHT FIXTURE TO
PTICS.
........... 18 REMOVE EXISTING FEATURE.
LOT -12 t-WALL 19 INSTALL DOUBLE HEAD ARROW SIGN PER CALTRANS STANDARD PLAN
SPLIT"'WALL-RIETAINING a. -PROFILE,,B W56.
LO N ICURVE LENGTH RADIUS DELTA
(0 t E SHEET 31,FOR TAIL 41.59 30.00 79*25'44"
....... ..... C11
Opit T 3 F_#,SE. C2-LO ......... *48*04vt
50.16
Ott
84*07*28
..........
....... C3 44.05 30.00
C4 50.05 30.00
95*35'33"
*2
.......... C5 176.18 40.00 252 1*52*$
I ----- .... ............ C6 63.15 10 #1 0'56"
.......... itRECEIVED
C7 63.15 100-00 36*1 0*56"-
DAVIS WAY STREET PLAN VIEW C8 .00 90000*00 JAN 7 - 2002
(SEE SHEET 14 FOR UNDERGROUND IMPROVEMENTS) C9 50.27 3 *00 foost
C10 221.21 288.00 44-00-27
-------- ....... ........ LCOMMUNITY DEVELOPMENT Cil 4 2.00 44*00'27"
61.70' VC............... 06 VC, tC12 468.71 613,0
'ELEV' 900.50 VI STA 9+86.58 43048'32"
21111.36' HIGH POi.... .. :HIGH PO 8+37.065 IP\A STA 5 C13 352.57 587.00 3
STA PVI ELEV'= ;894'49 4*24'48"
C14 52 PVI ELEV .......PVI; = ,8+28.24
. . I 11 .."i , '' 1 . I, I A.D. = ,3.01 94#39'03
> 7,''7)M! 0 PVI' ELEV 905.27 D C15 52.86 32.00
K 20,50 194*39*03
K 30. 0 3$$
0 A.D. Ld' >0 (DES.IGN SPEED 25 M H 2 0 I .............00--SPEED 0 0 +910 (DESIGN K 910
L)01 r9 ....... ... to(DE§IGN :SPEED 25 MPH) 01 0 Cq C4 d 0 Lri+ 00 C19 147.76 212.00 396*06
0 C5 6 00 z iad 0 ms: 4� CF)00 00 00 39*56
0 '$06"
......... ko CF)7777 f00 0 o -515
.......... 24.42
0 + 00 nA I:L>F-0 900 0)+ UJ rAli A
V &V) .....00 (O LY to 0 0 0 _1 CO+ < ++
IC26 99.70 212.00 26#56'38"
00 00 00 C27 111.92 238.00 26#56'38"
LJ 00�.,PROPOSED FINISHED GROUND ALONG CtN E 00 00< +
z F- T RLINE- 37*02*54"
z........... C29 171.14 238.00 41#11*58"
...................... LAJ 890 ............. 890 V) M TW=905.90 0.00 36#1 C31 63.15 100-00 36#1 0'56"C
91 3.9�TW= 0 IC.32 176.18 40.00 252#21*52"
(O 00:P OPOSED FINISHCD GRADE 0 4 6.92 6GO.90 EXISTING GROU�D ALONG CENTERLI�E IR/W
R/W
..........."GOTING-TYP' 880
............. ...... OP'880 50'
34*-
W RETA NI - G A I.............. .......... I4 13' 13' 4'-
..........;�',870 870 2% 2%%
50........... ..CL 2" A.C. WALKW4kY
eb
t................ ...........�.L..--',--I'..I".-'�-11�,-'-�.�-_�._."".".��__",_,__..,_".___. .................. ... ....... 860 860 ...... ........ ASPHALT DIKE AND PAVED
.. ........... SHOULDERS TO BE INSTALLED
IWH
DRAINAGE OR EROSION.
.............. NOTE: ACTUAL STRUCTURAL SECTION SHALL BE
tBASED ON THE "R* VALUE TESTING AT THE
TIME OF CONSTRUCTION AND A T.I. OF 5.0
........... ...... -------- ...... ------- 850
850 THE UPPER 12" OF THE SUBGRADE SHALL
.............. BE COMPACTED TO 95% RELATIVE
I............... % BELOW 12".
I.......... .......... TYPICAL STREET SECTION
FIN 'GR AVIS AY N.T.S.
iSHED OOND PROFIL E............. y................. .............. ---------- ........................ ...............--------------- ...... ------------- .......... ....... ------- ------ ............ .............840 840
SCALE HORIZ.: 1"=20'VERT............ tI .............830 .............. 830
0 20' 4C
.......... ....... .......... .......... ..................................... ------------- .............. ------ ............... ...... .............6+00 7+00 8+00 9+00 10+00 1 INCH 20'
R E V I S I 0 N S TRACT 2317
TF
These plans and specifications, and the NO. BY DAIE DESCRIPTION ideas and designs incorporated herein, are�&D CIVIL 1 NAB 12/27 REMOVED TREE ISLAND instruments of sevice prepared for the S.TH �01 truction of work shown hereon and DAVIS WAY SURFACE IMPROVEMENTS
;�p cons shall not be used in whole or in part for any other project without written authority R THOMPSON CONSULTING
of R Thompson Consulting, CIVIL i-NGINEERING CIT OF ATASCADERO, CA
NO,043069 Copyright 0 2000 Russell S. Thompson, PLANNING m ting. All rights reserved. Copies of this drawing shall PROJECT MANAGEMENT 12-27-01
have this notice, 7400 MORRO ROAD RUSSELL S. TIYOMPSON R�C,F U4 069 EXP. 3-31-04 DATF
ATASCADERO, CA. 93422 S
3/31/04 DRAWN BY: DESIGNED CHECK ED
SCALE JOB NUMBER HEET:
License Expires Date Signed MD MD RT 1 20 0 00-037 8 OF 32
o-rt- IC-11 C*1\1AkAC* QUTP r*Nwr
.......----------------- ....... ------- --------------- ------ ..........
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I R E V I S I 0 N S
. -------- TRACT 2317
. I oe -----------� These plans and specifications, and the NO. BY DATE I DESCRIPTION ow
- .. GIVI I ideas and designs incorporated herein, are 1 NAB 12/27 REMOVED TREE ISLAND
I C instruments of sevice prepared for the Id
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, 411-i TH \ construction of work shown hereon and ....... .11111111111111L------------ DAVIS WAY SURFACE IMPROVEMENTS
, ,Q�/ d" shall not be used in whole or in part for I �
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'. � * Ll �NO�C4306q *11 I:� Copyright 0 2000 Russell S. Thompson, � I . PLANNING /",�, .� _____4_ 1-Y - - A I
; ting. All rights
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�,"', I" I have this notice. __ -
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. 5114;,4p.- ,�,�\,,�,,�, RUSSELL S. THOMPSON R.C,E. 4 9 EXP. 3-31-04 DATE
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R E V I S I 0 N S TRACT 2317 1
o _---------1 These plans and specifications, and the NO. BY DATE DESCRIPTION - - �
I
0 CIVIL r--',,, ideas and designs incorp.orated herein, are
. rw L�Ivo, 1 KJC 9 /4/01 TRAFFIC WAY VERTICAL AND M
� 1�� \,S.TH /I 11 instruments of sevice prepared for the / CE IMPROVEMENTS
I construction of work shown hereon and HORIZONTAL ALIGNMENT REVISED
I C shall not be used in whole or in part for - - I
I any other project without written authority 2 KJC 11/15/01 BIKEPATH & DRIVEWAYS REVISED R THOMPSON CONSULTING
of R Thompson Consulting. 3 KJC 01/02/02 CL ALIGN & DWY LOCATION REVISED CIVIL ENGINEERING -- -1---6-.-----.-----4-- -- � -
. * -1 ,NO,C43069, * Copyright 0 2000 Russell S. Thompson, (4) Y PVC PIPES THRU CURB ADDED PLANNING ---/---.-,-A-- ------.------A------CI7 F ATASCADERO, CA
ting, All rights --------�
I reserved. Copies of this drawing shall PROJECT MANAGEMENT - ---.. 11-28-00
1 ' �'. have this notice. 7400 MORRO ROAD RUSSELL S. THOMPSON R,C,E� 3C 9 EXP. 3-31-04 DATE
'S�4,t?�,F OF(��
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" 7 License Expires Date Signed' (805) 462-1375 " 11
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. R E V I S I 0 N S . TRACT 2317
These plans and specifications, and the NO. BY DATE DESCRIPTION _______________- - -------------_-_-
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-ZP, shall not be used in whole or in part for -------------------------- _____ --_____
I any other project without written authority R THOMPSON CONSULTING -N
of R Thompson Consulting. CIVIL ENGINEERING " - , crry OF ATASCADERO, CA
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I 1, %,)O,�-/, I RUSSELL S. THOMPSON
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