COVENTRY STREET TRAFFIC CALMING
TRAFFIC CIRCLE
SALINAS
RICH IN LAND I RICH IN VALUES
SAUNAS
GENERAL NOTES
VICINITY MAP
NOT TO SCALE STATE STANDARD PLANS (2022), CA MUTCD (LATEST EDITION) AND CONTRACT SPECIFICATIONS SHEET INDEX SHEET NO.
TITLE SHEET
CONSTRUCTION PLAN S. ALL REPLACED PAVEMENT MARKINGS AND
DETAILS
LEGEND
EXISTING CURB AND GUTTER
NEW SIGN ON NEW POLE ANY DES AND TO EYES
XXX REMOVE EXISTING PAVEMENT MARKINGS
7. WHICH MAY RESULT FROM ADJACENT REST UNDER STREE PROJECT ARE PROTECTED FROM ANY DAMAGE, ICXCALIKANS PAVEMENI MARKING IEXI UK AKKOW SHUm (AZ4A-L ASPHAL| CONCREt
9. THE CITY ENGINEER.
CURE AS APPROSRSAAL BE MEASURED BETWEEN CENTERINES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR FACE OF
PROJECT LOCATION
811.
LOCATION MAP
Know what's below. NOT TO SCALE
Call before you dig.
JONATHAN HERNANDEZ NO. 69142 NO. 2284 COVENTRY STREET TRAFFIC CALMING CITY OF SALINAS - to Reser
SALINAS JAIME O. RODRIGUEZ, T.E.
PUBLIC WORKS DEPARTMENT
GENERAL NOTES: SIGN CHART
1) SEE TITLE SHEET FOR GENERAL NOTES AND LEGEND.
2) ENS CONTRACTOES, UTUMES, ETC. ARE OBSERVED AND MLL NEED TO BE VERIFED BY (24"X18")
CONSTRUCTION NOTES: (30%30)
CONSTRUCT TRAFFIC CIRCLE PER DETAIL 1 & 2 ON SHEET 3.
INSTALL RUBBER RAISED LANE CURB PER RUBBERFORM SPECIFICATIONS. (N.I.C.) FURNISH AND INSTALL. W2-6 AND W16-12P ON TELESPAR POST PER DETAIL ON SHEET 3.
INSTALL LIMIT LINE PER STATE STANDARD PLAN A24G.
INSTALL PAVEMENT MARKING STOP PER STATE STANDARD PLAN A240.
INSTALL TYPE MII (L) ARROW PER STATE STANDARD PLAN A24A.
INSTALL DETAIL 22 PER STATE STANDARD PLAN A20A.
REMOVE EXISTING PAVEMENT TO NATIVE SOL. SCARIFY 12 DEEP.
COMPACT 10 90% RELAT PLACE IN 9" MAX UFTS. MOUNT TOPSOIL AT CENTER OF CIRCLE 6" ABOVE TOP OF CURB.
ADJUST EXISTING SANITARY SEWER MANHOLE TO GRADE
NOFPENDENCE BLVD
-SAW OUT AND REMOVE EXTING AGPAVEMENT BI
DANBURY ST PROTECT IN PSOR T DANBURY ST 30' TYP
17°
(E) CITY MONUMENT 20'
- PROTECT IN PLACE (N..C.) TYP 2)
COVENTRY S COVENTRY ST
DEMOLITION LAYOUT CONSTRUCTION LAYOUT
NO. 69142 NO. 2284
CITY OF SALINAS DATE 08/1/20211 COVENTRY STREET TRAFFIC CALMING Pash
JAME O. RODRIGUEZ, T.E. TRAFFIC CIRCLE
PUBLIC WORKS U
CONSTRUCTION NOTES
• 4 OF AGGREGATE BASE.
2] REMOVE EXSTING PAVEMENT TO NATIVE SOIL; SCARIFY 12" DEEP.
B] COMPACT AT 0% RELAT PLACED IN 9" MAX LIFTS, MOUND TOPSOIL AT CENTER OF GIRCLE 5" ABOVE TOP OF CURBU [4 NO.4, 12ª STEEL DOWELS AT 4' ON CENTER PER DETAIL C ON CITY STANDARD PLAN 2R. RECONSTRUCT 8™
RESURE A AC
40'
- BATTER 1:7
TOP OF EXISTING PAVEMENT
- FACE (TYP) • 3.5' MOUNTABLE GUTTER
3° CURB EXPOSED
12/12 MIN. cast ense
R10'
DANBURY ST 40' #4 0 18" 0C Ч ТР
TRAFFIC CIRCLE DETAIL
-SOLD YELLOW STRIPE
GENERAL NOTES
1. DRAMNG NOT 10 SCALE.
• AN AT SEE ON COE TO A SEO SAUCERA MANUAL
COVENTRY
40'
TRAFFIC CIRCLE • SIS AS BE CONSTRUCTED OF 009 TICK ALUNSIU ALLOY, 6061-76 Scale: 1:20
CURB UNE EDGE OF PAVEMENT
USED ON ANY SIGN 36° X 36° OR LARGER. 7 MIN
> INTRAL MOVE POST SHALL BE PLUND AND FREE OF VERNCAL ARID - 12" WIDE CONCRETE STEP 8. AUN POST PERPENCICULAR TO PAIM O IRAYLL 115 UtOREtS. - PLANTING AREA 2 3]
• 3.5 WIDE MOUNTABLE GUTTER
HEAD AND NUT. REAKAWAY POS
• 6 MDE CURB CONCRETE OR EPOXY
EX. SIDEWALN
FACE ENT
CONCRETE ISLAND
YELLOW STRIPE 5
POST NSOE SLEEVE
18° VIN
- R6.5
(OR EGUIV.)
TRAFFIC CIRCLE - PLAN VIEW
- DEVELOPED AREA UNDEVELOPED AREA-
Scale: 1:5
POST DETAIL
NTS
NO. 69142 NO. 2284
8/1 DATE 108/12021 COVENTRY STREET TRAFFIC CALMING
CITY OF SALINAS
AIME O. RODRIGUEZ, T.I
PUBLIC WORKS DEPARTN
VICTOR STREET RAISED CROSSWALK
SALINAS
RICH IN LAND | RICH IN VALUES
SALINAS
GENERAL NOTES
THE EXISTING FACILITES INDICATED ON THESE PLANS ARE DESIGNATED AS CLOSELY AS POSSIBLE TO REPRESENT EXISTING
VICINITY MAP
NOT TO SCALE 3.
SHEET INDEX SHEET NO.
TITLE SHEET
DEMOLITION PLAN
GRADING PLAN
5. CONSTRUCTION PLAN
CONSTRUCTION DETAILS 5-6
6. WHICH WAY RESULTS FROM ADJACENT AREAS STIL UNDER CONSTRUCTOR THE PROJECT ARE PROTECTED FROM ANY DAMAGE, EXISTING LEGEND NEW 7. MUL MORE TO SCHEE A CORNED BY THE CONTRACTOR WITH THE CONSTRUCION ACTRES OF THE UNUTY
CENTERUNE
CURB AND GUTTER
SIDEWALK
SIGN AND POLE POSTI
EEP AS SHORE ERAS, EUPMENT, LABOR AND INCIDENTAL FOR THE PROJECT
DETECTABLE WARNING SURFACE
CURB DRAIN
RECTANGULAR DRAINAGE CHANNEL
SANITARY SEWER LINE !.AUSE EASED BETWEEN CENTERUNES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR FACE OF
STORM DRAN LINE
WATER
STRIPING
ABBREVIATIONS
STORM DRAIN MANHOLE
SANITARY SEER MANHOLE
WOE WALK
WATER VALVE PAVEMENT
YAID LINE
TRIPIE FOUR CROSSWAIK
ELEVATIO
- PROJECT LOCATION
AC PAVEMENT 811
CONTOUR LINES
WOOD BOLLARDS LOCATION MAP
STREET LIGHT POLE Know what's below.
Call before you dig. NOT TO SCALE
WATER FLOW
J. HERNANDEZ NO. 69142
CITY OF SALINAS VICTOR STREET RAISED CROSSWALK
SALINAS OSCAR ESPINOZA, P.E.
PUBLIC WORKS DEPARTMENT TITLE SHEET
SHEET NOTES LEGEND
1) SEE TITLE SHEET FOR GENERAL NOTES AND LEGEND. *X REMOVE CONCRETE
EFFI REMOVE AC PAVEMENT
CONSTRUCTION NOTES
1 SAW CUT REMOVE CONCRETE SIDEWALK TO NEAREST JOINT.
SAW CUT REMOVE AC PAVEMENT TO AGGREGATE BASE. RECOMPACT 4] REMOVE AND SALVAGE EXISTING STREET SIGN. DISPOSE OF POLE.
PROTECT IN PLACE EXISTING WOOD BOLLARDS AND FOUNDATION.
SAW CUT REMOVE AC PATHWAY TO AGGREGATE BASE. RECOMPACT
AGGREGATE BASE TO 95% RC.
7] CONTRACTOR SCARIFY TOP 12" OF ORGANIC MATERIAL.
MOALLSITER ST
73 SF 6-
108 S D
20 LF [2) 2/13 LF
EXISTING WATER PACE 4 47 5
1371312 sF
VICTOR ST
13] 213 u
19 LF 2
105 $ 11
172 sr
50 SF 6-
VICTOR ST
1. HERNANDEZ NO. 0914€
DATE VICTOR STREET RAISED CROSSWALK 9163
CITY OF SALINAS
SALINAS OSCAR ESPINOZA, P.E. DEMOLITION PLAN
PUBLIC WORKS DEPARTMENTI
SENOR ENGINEER
SHEET NOTES GRADING NOTES LEGEND
1) SEE TITLE SHEET FOR GENERAL NOTES AND LEGEND. 1) SLOPES SHALL BE KEPT TO A 5:1
EXISTING CONTOURS
PRSDNSCONTOURS
GRADE BREAK
-19730 EXISTING ELEVATION
1197300 PROPOSED ELEVATION
L/S
L/S
*EXERCISE EQUIPMENT-
41,67
5:1 SLOPE —
BEC THE B CURE PAVEMENT
EXERCISE EOUIPMENT
7.5' HI
-1515
BEGN TYPE B' CURA
A VATE TE BURN TPE B
S/W
S/W
MCALLISTER ST
SOME ATO
J. HERNANDEZ NO. 69142 REVISION
CITY OF SALINAS VICTOR STREET RAISED CROSSWALK 9163
HERNANDEZ EATEN
E, C.M. SCAR ESPINOZA, P.
PUBLI YORKS DEPARIMENI ENIOR ENG NEER GRADING PLAN
SIGN CHART
SHEET NOTES
1) SEE TITLE SHEET FOR GENERAL NOTES AND LEGEND.
CROSSWALK
CONSTRUCTION NOTES AHEAD
HUNS AN NS CURR BRAINCURK-O- HANDER- CLANGULAR R1-5
[ CONSTRUCT RAISED CROSSWALK PER DETAIL 1 ON SHEET 5. 9 RAISED (24"X12") V11- (36 ×36) |
DRAINAGE CHANNEL PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 3 ON SHEET 6.
CASSWALK (30"X30")
2) FUSHED INSTALL DETECTABLE WARNING SURFACE PER DETAIL 1 ASPHALT CONCRETE PATHWAY ABOVE EXISTING AGGREGATE BASE WARNING SIGN PER DETAIL 2 ON SHEET 6. (30"X30")
3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD PLAN NO. 2R.
PLAUNDEDWASHED CUBBLE SPLASH PEK DEAL SUNSHERCol
CONSTRUCT TYPE "B" CURB PER CITY STD PLAN NO. 1. RAISED CROSSWALK WARNING SIGN INSTALL SALVAGED STREET SIGN ON NEW POST. LEGEND
CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY STD PLAN NO. 1. SIGN DIMENSIONS COLOR CODE FURNISH AND INSTALL KABLUCKUSSYALKEYARNING SIGNSUNEXISlING 1130 STREET LIGHT POLE. CONCRETE
BACKGROUND MESSAGE BORDER
SECTION TO MATCH EXISTIN FURNISH AND INSTALL RAISED CROSSWALK WARNING SIGN ON NEW POST. FLOURESCENT- AC PATHWAY 30°X30" YELLOW BLACK BLACK
[Z FURNISH AND INSTALL W11-2 AND W16-7P ON NEW POST. CON RACIUK TO COORDINATE WITH UTILITY COMPANY FOR ADJUSTMENT OF 8] FURNISH AND INSTALL R1-5 ON NEW POST. COBBLESTONE
MCALLSITER ST
73510 150°
HOLS
Le 40 SF3
H3|32 SF
108 SF 3 -12
GENEVA WY RAMP
LF 4
466 SF
44/7 LF
VICTOR ST
VICTOR ST VICTOR ST
16/6 sE
115/6u
3 32 SE
105 SF E)
63' ‡ 50 SF 10-
[8}
340SF
150'
SCALE TED
NO. 69142 REVISION
CITY OF SALINAS VICTOR STREET RAISED CROSSWALK 9103
SALINAS OSCAR ESPINOZA, P.E. CONSTRUCTION PLAN
PUBLIC WORKS DEPARTMENT
13/18 SE
APPLY CRACK SEALANT
50'
PARABOLIC
• EXISTING ROADWAY - PARAROLIO
- APPLY CRACK SEALANT ГО"НМА (ТУР) - 2" HMA
CURB HEIGHT
- 12*
160 SF D
SECTION A-A
1 - SCALE 1:2
32' 20'+ - N— 19'+
TYP[21-
63'+
PARABOLIC SECTION
SCALE 1:2
18 sF[3)
MCALLISTER ST CURB HEIGHT 2% SLOPE
- SIDEWALK
CONSTRUCTION NOTES - 22°
-EXISTING ROADWAY - DEPRESSED CURB
• PLAT A AFTE TRIPLE FOUR THERMOPLASTIC PAVEMENT MARKING PER STATE STD - 2" HMA [2 INSTALL CUSTOM WHITE THERMOPLASTIC MARKINGS. SECTION B-B N.T.S.
E] INSTALL WHITE THERMOPLASTIC YELD BAR PER STATE STD PLAN A24G.
RAISED CROSSWALK
SCALE 1:10
REVIEWED BY:
1. HERNANDEZ NO. 69142 REVISION
• CITY OF SALINAS VICTOR STREET RAISED CROSSWALK 9163
SALINAS OSCAR ESPINOZA, P.E.
PUBLIC WORKS DEPARTMENT CONSTRUCTION DETAILS
PROTECT IN PLACE
(E) HEADER BOARD RECTANGULAR DRAINAGE CHANNEL
EA. SIDE (TYP) A -
2" AC 6" DEPTH OF 4"-6"
- 4" P.C.C. ROUNDED
PROACN PACE COBBLE SPLASH PAD
- 2" AC PAVEMENT CURB-O-LET
- SIDEWALK - - 7 MIN. CURB DRAIN
STAKES EA. SIDE (TYP)
5% (MAX)
SIDEWALK GUTTER LIP -
CLASS 2 A.B.
95% R.C.
- CURB FACE OF CURB
GUTTER A.C. PATHWAY SECTION A-A
N.T.S. •SIDEWALK
A.C. PATHWAY (TYP.)
SCALE 1:5
CURB DRAIN
SCALE 1:2
GENERAL NOTES
NOTES:
1. DRAWING NOI TO SCALL.
CALIFORNIA MANUA 1. CURB DRAIN SHALL BE CURB-U-LEl ICD31/-NS-INLEI-1/8 .
2. INVERT OF CURB DRAIN TO BE 1/2" ABOVE FLOW LINE +J".
3. INSERT RECTANGULAR DRAINAGE CHANNEL (CP-SP317-7') INTO 3 STANDARDS ALL SIS SHALL ANE CARD HE SELECTAY BACK OF CURB DRAIN.
O THE LAST CRAN SIN SPECIFICATIONS (UNLESS OTHERWISE NO • SR6-AS BE CONSTRUCTED OF 008* THICK ALUMNUM ALLOY, 6061-75
EDGE OR PAVEMENT RECTANGULAR
DRAINAGE - TYPE C CURB
CHANNEL
• CURB DRAINI
7. LATERAL MOVEMENT POST SHALL BE PLUMB AND FREE OF VERTICAL AND
8. AUGN POST PERPENOICULAR TO PATH OF TRAVEL +15 DECREES. CURB DRAIN SECTION A-A SCALE 1:2
3'-
BREAKAWAY POST CURB DRAIN SIDEWALK
6" P.C.C. 2% MAX
CONCRETE OR EPOXY- SPLASH PAD
POST INSIDE SLEEVE DRAINAGE CHANNEL
18" MIN
36° LONG
NOTES:
(OR EQUIV.) RECTANGULAR DRAINAGE CHANNEL FORM SHALL BE SUPPORTED DURING POURING OF CONCRETE.
(CAL VANIZEN CIFFI
- OVERED AREA INDE TAPED AREA-
CURB DRAIN SECTION B-B
N.T.S.
POST DETAIL
N.T.S
• CITY OF SALINAS VICTOR STREET RAISED CROSSWALK
SALINAS OSCAR ESPINOZA, P.E.
PUBLIC WORKS DEPARTMENT CONSTRUCTION DETAILS