HomeMy WebLinkAboutT_6071_S.e
12'
3'
~------------'---+1'
8'
DETAIL 'A'
GEND
SIGNING AND STRIPING NOTES:
0 EXISTING SIGN TO REMAI~.
IBEl INSTALL 6" WHITE STRIPE (@45") AT 40' SPACING (TYP.)
CONTINENTAL
CROSSWALK
STOP BAR
(LENGTH VARIES)
STOP
LEGEND
I@ INSTALL THERMOPLASTIC IBIKE LANE SYMBOL PER CALTRANS STD. PLAN A24A & A24C.
~ INSTALL FIRE HYDRANT ~LUE RPM PER CITY OF NEWPORT BEACH STD. 902.
@] INSTALL TRAFFIC SIGN, P
1
ER CALTRANS STANDARD.
~ INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARDS.
~ INSTALL TYPE G RETROFU:CTIVE PAVEMENT MARKERS AT 2' SPACING 6" AWAY FROM CURB FACE.
I
~ INSTALL WHITE THERMOPLASTIC STOP BAR PER CITY OF NEWPORT BEACH STD. -SEE DETAIL 'A'.
I
~ INSTALL YELLOW THERM9PLASTIC CROSSWALK PER CITY OF NEWPORT BEACH STD. -SEE DETAIL 'A'.
~ SANDBLAST CONFLICTING I STRIPING.
REMOVE EXISTING CONFLICTING REFLECTIVE PAVEMENT MARKINGS.
I
21) PAINT 4" DOUBLE YELL9W STRIPE -DETAIL 21.
22) PAINT 4" DOUBLE YELLdW STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 22.
32) PAINT 4" DOUBLE YELLOW STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 32.
'
38) PAINT 8" SOLID WHITE 9HANNELIZING STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 38.
~~ PAINT a• SOLID WHITE 9HAINNELIZING STRIPE -DETAIL 38A.
39) PAINT 6" SOLID WHITE ~IKE LANE STRIPE -DETAIL 39.
9~ PAINT 6" WHITE BIKE LANE INTERSECTION STRIPE -DETAIL 39A. I
GENERAL N01 ES HEET 1 • 4 ■ ■ (S s )
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL
PROVISIONS, THE STANDARd SPECIFICATIONS FOR PUBLIC WOPRKS
CONSTRUCTION (GREENBoob. 201 a EDITION AND ALL SUPPLEMENTS,
THE CALTRANS STANDARD PLANS, DATED 2018, THE CALIFORNIA
MANUAL ON UNIFORM TRAFf lC CONTROL DEVICES (CA MUTCD, REV 6),
DATED JANUARY 2014, THESE PLANS, AIND THE CITY OF NEWPORT
BEACH STANDARDS AND P~LICIES.
2. THE LAYOUT FOR ALL PRO~OSED PAVEMENT MARKINGS AND/OR
TRAFFIC STRIPING SHALL B~ "PRE -MARKED" AND/OR "CAT-TRACKED"
FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO
FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING.
3. THE EXACT LOCATION OF )LL PERMANENT PAVEMENT MARKINGS,
TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE
ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION.
I 4. MATERIALS SHALL COMPLY flTH SECTION 214-''TRAFFIC STRIP ING,
CURB AIND PAVEMENT MARKI INGS AND PAVEMENT MARKERS" OF THE
SPECIAL PROVISIONS.
5. UNUESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTORIZED
THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS.
6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL
PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR
EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL
HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL
PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR
R28 SIGNS). SEE CITY STANDARD DRAWING NO 924-L.
7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STIRIPING
AND PAVEMENT MARKING BY WET SANDBLASTING.
8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN
BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6
INCH WHI LE AT 45 DEGREE AINGLE, AND PLACED AT 40 FOOT
INTERVALS.
9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR
CALTRANS TYPE E AIND CENTERED IN THE TRAVEL PORTION OF THE
LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF
CROSSWALK OR LIMIT LINE, IF NO CROSSWALK, NEW STRIPING SHALL
10. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY
STANDARD PLAN STD -902-L.
11. PAVEMENT MARKERS AND TRAFFIC LINES DETAILS SHALL BE PER THE
2018 CALTRANS STANDARD PLANS. STRIPING WIDTHS MAY VARY AS
DETAILED IN TABLE ABOVE.
RIVERSIDE AVENUE
195'
• 39 "
/ / \ \
140'
\ I
-~-R.O.W.
(TYP.) \
' I
EX,. CURB
1TYP.)
295
@
iii
ili
"' BE LOCATED AIND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY
STAINDARD DRAWING NOS. 923-L-A AND 923-L-B.
Legend:
1 i-, Existing Fire Hydrant SCALE: 1" = 40' j
1 ~
is 20 10 0 20 40 60 j
~ .e I ~ , C-8710-1 ! '~f--D-□-~--~-D-Jln--Tg)-□-~--,-----,-----e-ng_i_n•-.-,-in-u--,~-.;-~---,~-::--IN.--~---:-oo~-~--~--Eml-~-,-------------------------.---.-----.---------------.---,---;::~~~------r-RE-~E-~-;------r-----S-T_R_IP_I_N_G_M_O_D_IF_I_C_A_T_IO_N_P_LA_N----~i
TI llli. Jl uroup,inc. www.rkeng;neer.com CLIFF DRIVE BETWEEN "
I DIAL 4000 we:V~"0~1:c':.~u;t8 280 No 202l\5 ~f:;j~1 RIVERSIDE AVENUE & DOVER DRIVE !
TWO WORKING I , -f BEFORE DAYS BEFORE Newport Beach, CA 92660 Exp. 9/30/23 CITY TRAFFIC ENGINEER ~
a YOU DIG YOU DIG P: 949.474.0809 F: 949,474.0902 DESIGNED: DRAWN: o, s n, '-"" MT MT CITY OF NEWPORT BEACH T-6071-S o
:g TOLL FREE 1-800-422-4133 j\._5., ~~~~~~-~ ,~~-====~~--□ote: _ ____,,.:Oc:,2/c-c22,;;_/--;22__ CHECKED: DATE: N ~'---A_P_us_L_ic_s_ER_~_c_E_~_uN_D_E~_Ro_u_No_sE_~_ic_E_A_LE_R_T_c_ ___ Ro_sE_ITT_M_HN ___ R_.c_.E_._No_._20_~_5 ______ ~P_·_w_3o_m __ _Jc_ __________________________________ _1_No_._..L __ DA_TE _ _j_D_Es_c_R_1P_T1_0N_O_F_R_Ev_1s_1o_N_s __________ -1._AP_P_R_ov_E_D.L _______ _JL_ __ __,R~K']__~oz'=i..!:.z~z~2=2L-____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ L-sH_E_E_T_:1:__oF_4.:_~~
\ I 90'
38 1---~+--
I
\
PMlt---~~H ---'ILi..\
lYPE IV (L) ARROW \
175' I
391----~~~-..-1 \ I \ \
I ' I
\
55'
39 >----------'.,--t-~ •, '
"'--...c
900· I ~
39)-1-------'-------"'..
715'
@-
......
• ' 39 225' ... ~ 215'
"-.--'":--"'=--~----l39 ....
1 oo·
22)---~-----'-c------".---".-----------'"-
260'
~:4"',_-------".,,__--{39
245'
•
·-....
~
22 ••
900' 39 ,-_~ ·-.....__
~-------
TYPE IV (L) ARROW • •
SHARED ROADWAY 5o• -•• • -\
BICYCLE MARKING PM -.._ -
PER CA MUTCD
9C-9 "STOP"
EX( CU)<B TYP.J
220'
' V BL
/ .
R.o.w-. ------~
(TYP.) .......
1 o· ' ,
R4-7 ~
OM2-2H
SEE DETAIL "B" [ill-----------1
so·(§
BLl---------'-~---"...--..1!1'"-295' .......
50'
_ _____,.._---~--'-------{.39
SIGNING ANh STRIPING NOTES: I
E EXISTING SIGN TO REMAIN!.
~ INSTALL 6" WHITE STRIPE (@45") AT 40' SPACING (TYP.)
Iii INSTALL THERMOPLASTIC ~IKE LANE SYMBOL PER CALTRANS STD. PLAN A24A & A24C.
~ INSTALL FIRE HYDRANT BUUE RPM PER CITY OF NEWPORT BEACH STD. 902. I
[ill INSTALL TRAFFIC SIGN, PEJR CALTRANS STANDARD. I
~ I INSTALL THERMOPLASTIC 9AVEMENT MARKING PER CALTRANS STANDARDS.
~ INSTALL TYPE G RETROFLECTIVE PAVEMENT MARKERS AT 2' SPACING 6" AWAY FROM CURB FACE.
~ INSTALL WHITE THERMOPLASTIC STOP BAR PER CITY OF NEWPORT BEACH STD. -SEE DETAIL 'A'.
~ INSTALL YELLOW THERMO~LASTIC CROSSWALK PER CITY OF NEWPORT BEACH STD. -SEE DETAIL 'A'.
I
@] SANDBLAST CONFLICTING STRIPING.
'
' REMOVE EXISTING CONFLIClTING REFLECTIVE PAVEMENT MARKINGS. I
221-----------".-----',.-----'s~--~
715'
391---------"----"-------'-,--,
"STOP"
PM
50'
245'
39
I 21 PAINT 4" DOUBLE YELLO~ STRIPE -DETAIL 21.
j3
~
C 900' ' ' ! ~~---'-~~ ., 22 PAINT 4" DOUBLE YELLOW STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 22.
32 PAINT 4" DOUBLE YELLO~ STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 32.
138 PAINT B" SOLID WHITE CHANNELIZING STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 38. I
138,v PAINT B" SOLID WHITE CHANNELIZING STRIPE -DETAIL 38A. I
(39) PAINT 6" SOLID WHITE Bl~E LANE STRIPE -DETAIL 39.
~9,V PAINT 6" WHITE BIKE LANE INTERSECTION STRIPE -DETAIL 39A.
I ~~ ~~
1 ~
; ..._ ..._ ,~~v~t
i t,~' Legend:
39
375' 39
390' 22
865'
1
30"
I ,,._,~~L__J_
OM2-2H
(YELLOW) 6" -fT
12·
DETAIL 'B'
17"
----------
12'
3' 3' 5'
'--------------'---+ 1·
8'
DETAIL 'A'
CONTINENTAL CROSSWALK & STOP BAR / LEGEND
N.T.S.
BR
MEDIAN NOSE TREATMENTS HIGH SPEED
N.T.S.
CONTINENTAL
CROSSWALK
STOP BAR
(LENGTH VARIES)
STOP
LEGEND
@]
OM2-2H
Q_
"' V>
N
t:i w ;Ji
~ 0 .l: · SCALE: 1 " = 40' ~ ~ 97 = Existing Fire Hydrant -~ ~ Q
~ ~ 1 i 20 10 0 20 40 60 -;
, C-8710-1 !
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,.,... /J ~ TIWISPORTAmN PLANNING • ENVIRONMENTAL ENottEERING _ group.inc. • ••. ,kenginee,.com CLIFF DRIVE BETWEEN ~ ~="""""'' ,w.w,-,._MWM 4000 We~~o~,:c':'.c~uite 280 No.20285 ~~~5~21 RIVERSIDE AVENUE & DOVER DRIVE ~
:
0
BEFORE 1';(~ W~fF~~~ Newport Beach, CA 92660 Exp_ 9/30/23 CITY TRAFFIC ENGINEER ~
0
1
1 "' YOU DIG YOU DIG P, 949.474.0809 r, 949.474.0902 DESIGNED: DRAWN: , n. '-'-" Mr MT CITY OF NEWPORT BEACH T-6071-S o :il TOLL FREE 1-800-422-4133 ~\~C:..~~-~~----~, ........... :-:-=~~-Date: 02/22/22 ;::;
1 ~_A_Pu_s_uc_sE_RVI_C_E_BY_U_ND_ERG_Ro_u_ND_SE_RV_IC_E_A_LE_RT_~_l,-_Ro_BE_RT_KAH_N ___ R_.c._E._N_o._2_02_ss _____ &_p_. 9_f3_of_23--~------------------------------------'--N_o_. ~-D_AT_E_~D_Es_CR_1P_11o_N_OF_RE_V1_s1_0N_s __________ ~A_PP_R_o_vE_D~-------~c-H_Ec_K_ED_:~R=K~D-A_TE_o=2~2=2~2=2~ ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ __L_s_HE_E_T_2_o_F_4~~
I
I
~ -
~ ~ ~ ~ ~
--.
260'
39
--
-
39
920'
39
580'
260'
®
-
T
39
920'
I
290'
39
-
1100·
39
39
590'
600'
22
-
EX( CUfB 1YP.
--
--
t ----
R.0.~. (1YP
PIRATE RO AD
'
~ I BL I
"s ;@ _,/)) 'ou11 --l(iO' -
--:J > \
... "'/ 25' 25' -
t 22 EX( CUfB
285' 1YP. ~.o.~ 1YP.
30' r BR 265'
. .:•.\-39
\ \ --. ---
--
~
<:1.1,:,: ---o,,,.,~
270' 225'
i 225' 39
BL 39
-----
I
'io
~ "' ;,
18 ;, ... -"' ;,,
-BL
CLIFF DRIVE
--
----
BL -
• -
BR
·-
R.O.W.
(1YP.)
_ l --.
SNUG HARBOR ROAD
I
50' 21 I
"STOP" ~-.... J1JJI -~ BL ) '-.
'/-/ --
• .. ... , 25' ' "---V 25'
' ,_ ...
270' R.O.W.
(1YP.) 255' 39
J ~ --I -
I
'
--
22 39 275' 920' 39
920'
260'
39
EX( CUfB 1YP.
--
260'
39
--~ ~
EJ
lil
@:I
~
[§]
~
I@
~
~
~
@
I 22
32
38
38/J
39
69/y
Legend:
i-, Existing Fire Hydrant
12'
3' 3' 5'
'--------------'--+1'
8'
DETAIL 'A'
CONTINENTAL CROSSWALK & STOP BAR / LEGEND
N.T.S.
SIGNING AND STRIPING NOTES:
EXISTING SIGN TO REMAIN.
INSTALL 6" WHITE STRIPE (@45') AT 40' SPACING (1YP.)
CONTINENTAL
CROSSWALK
STOP BAR
(LENGTH VARIES)
STOP
LEGEND
INSTALL THERMOPLASTIC BIKE LANE SYMBOL PER CALTRANS STD. PLAN A2 4A & A24C.
INSTALL FIRE HYDRANT BLUE RPM PER CITY OF NEWPORT BEACH STD. 902.
INSTALL TRAFFIC SIGN, PER CALTRANS STANDARD.
INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARDS.
INSTALL TYPE G RETROFLECTIVE PAVEMENT MARKERS AT 2' SPACING 6" AWAY FROM CURB FACE.
INSTALL WHITE THERMOPLASTIC STOP BAR PER CITY OF NEWPORT BEACH STD. -SEE DETAIL 'A'.
INSTALL YELLOW THERMOPLASTIC CROSSWALK PER Cl'fY OF NEWPORT BEACH STD. -SEE DETAIL 'A'.
SANDBLAST CONFLICTING STRI PING.
REMOVE EXISTING CONFLICTING REFLECTIVE PAVEMENT MARKINGS.
PAINT 4 • DOUBLE YELLOW STRIPE -DETAIL 21 .
PAINT 4• DOUBLIE YELLOW STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 22.
PAINT 4" DOUBLIE YELLOW STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 32.
PAINT 8" SOLID WHITE CHANNELIZING STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 38.
PAINT 8" SOLID WHITE CHANNELIZING STRIPE -DETAIL 38A.
PAINT 6" SOLID WHITE BIKE LANE STRIPE -DETAIL 39.
PAINT 6" WHITE BIKE LANE INTERSECTI ON STRIPE -DETAIL 39A.
SCALE: 1 " = 40'
20 10 0 20 40
j
E
60
i 0
t a :,:
(E
~
~
~
~
~
~
~
~
@]
21
22
32
I 38
I .BJ)
I 39
1l9,)
SIGNING AND STRIPING NOTES:
EXISTING SIGN TO REMAIN.
INSTALL 6" WHITE STRIPE (@45") AT 40' SPACING (TYP.)
INSTALL THERMOPLASTIC BIKE LANE SYMBOL PER CALTRANS STD. PLAN A2.4A & A2.4C.
INSTALL FIRE HYDRANT BLUE RPM PER CITY OF NEWPORT BEACH SID. 902.
INSTALL TRAFFIC SIGN, PER CALTRANS STANDARD.
INSTALL THERMOPLASTIC I PAVEMENT MARKING PER CALTRANS STANDARDS.
INSTALL TYPE G RETROFLECTIVE PAVEMENT MARKERS AT 2' SPACING 6" AWAY FROM CURB FACE.
INSTALL WHITIE THERMOPLASTIC STOP BAR PER CITY OF NEWPORT BEACH STD. -SEE DETAIL 'A".
INSTALL YELLOW THERMOPLASTIC CROSSWALK PER CITY OF NEWPORT BEACH STD. -SEE DETAIL 'A'.
SANDBLAST CONFLICTING! STRIPING.
REMOVE EXISTING CONFLICTING REFLECTIVE PAVEMENT MARKINGS. I
PAINT 4" DOUBLE YELLqw STRIPE -DETAIL 21.
PAINT 4" DOUBLE YELLOW STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 22.
I PAINT 4" DOUBLE YELLOW STRIPE WITH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 32.
PAINT 8" SOLID WHITE CHANNELIZING STRIPE WITIH RETROFLECTIVE PAVEMENT MARKERS -DETAIL 38.
PAINT 8" SOLID WHITE CHANNELIZING STRIPE -DETAIL 38A.
PAINT 6" SOLID WHITE BIKE LANE STRIPE -DETNL 39 .
PAINT 6" WHITE BIKE LANE INTERSECTION STRIPE -DETAIL 39A.
SIGNAL ROAD
i---1-----\---1 21 50'
8'
6'
14'
~ 25' ., -
SIGNAL ROAD
14'
6'
8'
350'
39
355'
® -I
385'
22 /
/
50'
/ /
"STOP"~
// 39 39
370' 365'
OUTSIDE OF
SLURRY SEAL
LIMITS
~
~t~1~ \ -/ /4 ~ o
X-WALK~ \ ,/ / 1/j 0
CLIFF DRIVE
30'
39 ~·. ~ m~ 715'
22
Legend:
~ Existing Fire Hydrant
..
PM
I
TYPE IV
(L) ARROW
PM
TYPE VI
(R) ARROW
~
38
200'
3' 8'
9
205'
11 •
13'
12·
12'
8'
PM
TYPE IV
(L) ARROW
12'
5'
'-------------'-+ 1'
8'
DETAIL 'A'
CONTINENTAL CROSSWALK & STOP BAR / LEGEND
N.T.S.
PM
I
TYP( VI
(R) ARROW '-
CONTI NENTAL
CROSSWALK
STOP BAR
(LENGTH VARIES)
STOP
LEGEND
SCALE: 1" = 40'
le 20 10 0 20 40 60
0. :,;
"' ..
8 I
"'
.s
( C-8710-1
~------------------,====:------------------,------------------------------------,----,-------,------------------.----,-----;~iii;:---,---------,-----------------------------1 i ! _Dl ~ld'Rn~ fil ;:a-e::u -=-:.:-=.:--:--'""" ST~~~FG ;~~~I~~~~~~~ l
(°' DIAL 4000 we~~~l□~':."~u;te 280 No.20285 ANT;~:B~l~~45;2~ RIVERSIDE AVENUE & DOVER DRIVE ~
, TWO WORKING BEFORE DAYS BEFORE Newport Beoch, CA 92660 Exp. 9/30/23 CITY TRAFFIC ENGINEER o, ~ YOU DIG YOU DIG P: 949.474.0809 r, 949.474.0902 DESIGNED: DRAWN: 11,
J. A ~~~C~~VICE BY UNDERG;O~~i~~i1~f~tE1~3 _a.._ -~-;;\~'--R-.C-.-E ..... N~o.-2-02-85 __ oate: Ex~2/~{i}·2_3_ NO. DATIE DESCRIPTION OF REVISIONS APPROVED CHECKED: MT DATIE: MT C~~L~:W~~::0~~:R~;~~H SH:~
6
4°
7
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Oc_ ______________ _L _____________________ _j_ _________________________________ _j_ _ _j_ ___ _j _________________ __l ___ .J_ _______ __l.._ ___ ~R~KL_~0~2~2=2~2=2.J_ ___________________ .J_ __ __:_ _ __:'.._J~