PAVEMENT TRANSITION D TYFEEN. SECTION NO. 8
TRAL SECTON
KNOT & ROMAN
SIDEWALK UNTERORIET - TRANSVERSE PAING MET B
TRANSVERSE PAINO INFO PRINCETON AVENUE
NORTH KELLOGG AVENUE
BERKELEY ROAD - PAVEMENT TREATMENT LIMITS
MATCHI INE STA SD•75 . SEE SHEET M
DETAI. 270 PARANO LINE (TYPI
SlAT PRINCETON AVENUE
NORTH KELLOGG AVENUE
BERKELEY ROAD - STRIPING LAYOUT
THE MALLED SURFACE, NOT THE EXETING PAVEMENT SURFACE.
KEYCUT A1 KEYCUT A1
BORING LOG
EARSE: (YOD A LAN ON URACE COUNSE.
TYPICAL SECTION NO. 7
LOCATION A DEPTH
Pavement Engineering Inc.
Stantec TYPICAL SECTION NO.,S
C04097
corporate Cilice
3485 Sacramerto Drive, Suite A
200 C Corrilo St Sute 101, Santo Barbara, CA 93101
Phone: (805) 963-9532 Darren arrito
ASING ONLY (STRENG ONLY)
REVISIONS 2025 ARTERIAL BID ALTERNATE 3 CONTRACT NE
APRIL 2023 CITY OF GOLETA ACCOUNT NA
PAVEMENT PROJECT BERKELEY ROAD
APRIL 2023 SYLVAN DRIVE TO EAST END
DRAWN BY DEPARTMENT of PUBLIC WORKS
GOLETA, CA
APRIL 2023 STA 44+25 TO STA 50+75 SHEET 43 of 60
PROTECT EX, MALDOX EN FLACE-
RAR 028 HM
RAR POC CSO N TYTECA, SECTEN NOL 8 +
• SEE SHEET 4
--+0- SAN JOSE CREEK/ CITY LIMITS
MATCHLINE STA 50-
BERKELEY ROAD - PAVEMENT TREATMENT LIMITS
HATCHLINE STAS0 ESHEET AK SAN JOSE CREEK/ CITY LIMITS
DETAL. 27B PARING LINE (TYP.)
BERKELEY ROAD - STRIPING LAYOUT
BORING LOG
FARSE: NOO
SEAL: LOCATKN A DEPTI)
Pavement Engineering Inc.
rou can nol on cur repecaloe Stantec TYPICAL SECTION NO.,S C04097
3485 Sacramereo Drive, Suite A
200 E Corriio St Sute 101, 200 0: (l0 5) ue 102 Santa Babare, CA 93101 Son Lai Obigpo, CA3301 Darse arrua
ANING ONLY (STRENG ONLD)
REVISIONS APRIL 2025 2025 ARTERIAL BID ALTERNATE 3 CONTRACT NE SONEO BY CITY OF GOLETA ACCOUNT Ns (
PAVEMENT PROJECT BERKELEY ROAD
APRIL 2025 SYLVAN DRIVE TO EAST END
ORAMN SY DEPARTMENT of PUBLIC WORKS
GOLETA, CA
APRIL 2023 STA 50+75 TO STA 55+08 SHEET 44 of 60
THIEMY
TREATMENT LAST @ COF
HOLLISTER AVENUE
TVACAL SECTION NO. CASTILIAN DRIVE
- TREATMENT LET & COP
LOS CARNEROS ROAD - PAVEMENT TREATMENT LIMITS
CETAL 12 WHIPE MARKERS
DETAIL 25 WITH TYPE D MARKERS
HOLLISTER AVENUE
DETAIL 25 WITH TYPE D MARKERE
CONSTRUCTION NOTES:
BETAL 12 WEH TYPE G MARKE
ELM ANTH OR EN PANT
EXISTING FIRE HYDRANT
LOS CARNEROS ROAD - STRIPING LAYOUT
- EXISTING FRE HYDRANT
BORING LOG
FELLE EARRIN
PLACE 0,17 HMA SPO5 (PG G110) SURFACE COURSE.
Pavement Engineering Inc.
Stantec
C04097 MESA RO
corporate Cilice
3485 Sacramerto Drive, Suite A
200 C Corrilo St Sute 101, Santa Barbara, CA 93101
Son ta go, CA 93401 Phone: (805) 963-9532 Darra Orria TYPICAL SECTION NO.9 KEY MAP NTS
ASING ONLY (STRENG ONLY)
REVISIONS APRIL 2023 2025 ARTERIAL BID ALTERNATE 4
CITY OF GOLETA LOS CARNEROS ROAD
PAVEMENT PROJECT HOLLISTER AVENUE TO CASTILIAN DRIVE 230263-02 APRIL 2023
DRAWN BY DEPARTMENT of PUBLIC WORKS
GOLETA, CA
APRIL 2023 STA 32+93 TO STA 35+86 SHEET 45 of 60
SALISBURY AVENUE LANCASTER PLACE
o+- MATCHINE STA 17A00. SEE SHEET 1-
• TREATMENT IIVET & COF
SAINT GEORGE PLACE BRADFORD DRIVE
CALLE REAL - PAVEMENT TREATMENT LIMITS
SALISBURY AVENUE LANCASTER PLACE
-1300
-100 DETAL. 38) DETAL 33 WITH SREEN PART
DETA. 36% ITH GREEN PART
CURB 1129
STAR SAMBOL SIP OHING AREHTORAST :
SAINT GEORGE PLACE BRADFORD DRIVE
CALLE REAL - STRIPING LAYOUT
SALISBURY AVE
BORING LOG
EVALLE FABRE: (YIN
Pavement Engineering Inc.
Stantec
C04097
corporate Cilice
3485 Sacramerto Drive, Suite A TYPICAL SECTION NO. 10
200 C Corrilo St Sute 101, Santa Barbara, CA 93101
Son ta go, CA 93401 Phone: (805) 963-9532 Darra arra
ASING ONLY (STRENG ONLY
REVISIONS 2025 ARTERIAL BID ALTERNATE 5
APRIL 2023 CITY OF GOLETA
CALLE REAL
PAVEMENT PROJECT ROCHESTER WAY TO SALISBURY AVENUE PROTECT 10 230268-02 APRIL 2023
DRAWN BY DEPARTMENT of PUBLIC WORKS 20
GOLETA, CA
APRIL 2023 STA 10+81 TO STA 17+00 SHEET 46
SAIN I IVES PLACE SAINT ALBANS PLACE DARTMOOR AVENUE
TYREAL SECTION NO. 10 -
MATCHI INE STA 22450- SEE CHEET 25
SAINT CHARLES PLACE SAINT CHARLES PLACE
CALLE REAL - PAVEMENT TREATMENT LIMITS
SAINT IVES PLACE SAINT ALBANS PLACE DARTMOOR AVENUE
RELOCATE
NEW REI (CA) -
DETA: SO4 WITH GREEN PA
A MAY TO BALISERY AVENUELOMO PEN DUM: 4/732029-12:09 AM
RELOCATE
SAINT CHARLES PLACE SAINT CHARLES PLACE
CALLE REAL - STRIPING LAYOUT
BORING LOG
RALL BARE NO
TROPORD DE
Pavement Engineering Inc.
Stantec 101}
C04097
3485 Sacramerto Drive, Suite A TYPICAL SECTION NO. 10
200 C Corrilo St Sute 101, Santa Barbara, CA 93101
Son ta go, CA 93401 Phone: (805) 963-9532 KEY MAP
NTS
ASING ONLY (STRENG ONLY
REVISIONS 2025 ARTERIAL BID ALTERNATE 5
APRIL 2023 CITY OF GOLETA
CALLE REAL
PAVEMENT PROJECT ROCHESTER WAY TO SALISBURY AVENUE PROJECT N0 230268-02 APRIL 2023
DRAWN BY DEPARTMENT of PUBLIC WORKS SCALE 20
GOLETA, CA
APRIL 2023 STA 17+00 TO STA 23+50 SHEET 47 of
HEMPSTEAD AVENUE
TREATMENT LINE @ COP
ROCHESTER AVENUE
CALLE REAL - PAVEMENT TREATMENT LIMITS
HEMPSTEAD AVENUE
I MAY TO SALISERY AVENUELOMO PEN DUS: 4/732009-12:09 AN MATO
ROCHESTER AVENUE
CALLE REAL - STRIPING LAYOUT
CALLE REAL
SEAL:
Pavement Engineering Inc.
Stantec
C04097
3485 Sacramerto Drive, Suite A TYPICAL SECT 100
200 C Corrilo St Sute 101, Santo Barbara, CA 93101
Son La go CA 33401 Phone: (805) 963-9532 Darren Arrita
(STRENG ONLY
REVISIONS 2025 ARTERIAL BID ALTERNATE 5 CONTRACT NE
APRIL 2023 ACCOUNT NA
CERNED BY CITY OF GOLETA
CALLE REAL
PAVEMENT PROJECT ROCHESTER WAY TO SALISBURY AVENUE POICTNO230268-02 APRIL 2023
DRAWN BY DEPARTMENT of PUBLIC WORKS = 20
GOLETA, CA
APRIL 20231 STA 23+50 TO STA 27+19 SHEET 48 of 60
MARKETPLACE
DRIvE
КАК (630 НИИ
(-14039)
BOLLAY DRIVE STORKE PLAZA
STORKE ROAD - PAVEMENT TREATMENT LIMITS
MARKETPLACE
DRIVE
... ETAL: 9 WTH TYPE G MARKE
9. •
TYPE IN Q,,ARR SEE SHEET
DETA. 25
MATU NECTA ROA
• 9..
SOA WITH GREEN PARTI
BORING LOG
FALL EARRE VIN
PURE DO VATE NO CRED DAD CORTORA CH
STORKE PLAZA
BOLLAY DRIVE
STORKE ROAD - STRIPING LAYOUT
Pavement Engineering Inc.
Stantec
C34897
corporate Cilice
3485 Sacramento Drive. Suite A
200 E Corilo St Suite 101, Santa Barbarc, CA 93101
Phone: 805) 963-9532 Darre arrita KEY MAP
(STRENG ON.N
REVISIONS 2025 ARTERIAL BID ALTERNATE 6 CONTRACT NE
APRIL 2023 CITY OF GOLETA
STORKE ROAD
PAVEMENT PROJECT HOLLISTER AVENUE TO BOLLAY DRIVE консти 230258-02.
APRIL 2023
DRAWN BY DEPARTMENT of PUBLIC WORKS
GOLETA, CA
APRIL 20231 STA 48+33 TO STA 52+00 SHEET 49 of 60
CHECKUY
RAA GSO HMA
(-0X70)
HOLLISTER AVENUE
REMOVE EX. VARELESS TRAFFIC SENSOR -
STORKE ROAD - PAVEMENT TREATMENT LIMITS
DETA. 38 WITH GREEN PAE
DETAL. 30 OCTAL SA WITH OKEEN PART
DETAL. 31 ERPM
HOLLISTER AVENUE
TYPEN (L)49P
BORING LOG DE TAE 39A VITH GREEN PART
CORTORA CH
STORKE ROAD - STRIPING LAYOUT
฿
Pavement Engineering Inc.
Stantec
corporate Cilice
SANTATERA D
3485 Sacramento Drive. Suite A
200 E Corilo St Suite 101, Santa Barbarc, CA 93101
Phone: 805) 963-9532 -Urrite KEY MAP
(STRENG ON.N
REVISIONS APRIL 2023 2025 ARTERIAL BID ALTERNATE 6 CONTRACT NE
CITY OF GOLETA STORKE ROAD
PAVEMENT PROJECT HOLLISTER AVENUE TO BOLLAY DRIVE
APRIL 2023 23028-02
DRAWN BY DEPARTMENT of PUBLIC WORKS SCALE
GOLETA, CA
APRIL 20231 STA 52+00 TO STA 56+08 SHEET 50 of 60
CHECKOY
09 H0 15 133HS
TVOS ON aNOS A8 NAVEO
10A56 13 990 49 505
LESTED
SION
eMaI
che acted
$
TOLE TOCHO DO LAKHALTO
WHY ULTH
Ton mini
MAN HITO
OVON AIRED
он стиски
una rams
LINGO AMMA NOW AIN
TAN BADI ONEN LINI
cop up pa pas appa sens
CHI EVE
WIM IMAG
DALE IT VTICAM
TO STAG
09 H0 20 1T
TVOS ON DEPARTMENT of PUBLIC WORKS SZOz TaBaY
10A56 13 990 49 505
LOBKO
• TES
CN SaTe OZE BN OH O3iS STILVA SYN BIND THi
roal
PDALTERNLIF1 LOR CHAMERDE ROAD
E/Y NOLKAN ONON ATAPI EETV O
ТОКУ BOOTH ILDEM
OVCH AEDERE caneawoE
INIY BOOTEN KIAN ONCH LIES ERHARNOR
OVCH AIET CIMARTOR
WHAD ПОСТИНО ONON NITIXTR CARTON
SAAD STH ND
THEO ICHINO C IA VANI 3E7 CB
CARVIN a T CRa
InKLAY NOLANT INCH ANDAN ERHAITO
INKLAY HOLENBON OVON LITS ERHAITOE
WAN ITHO ESMA/ANGA
greY CEL VA I9 794 ST70
ZAHL OMKXN 3H E AMAE37 CIE
THAI CHOCOM EN WA ITO
Y STA BONTHEI
KHIITO0
InCH TABLAS WII ITAC EMMALTYCM
SECHE SEATS SR VOI STY CIRO
Anwb ui
TRAL HOUD LaTaLS LAYE SULT C
SOA 2091
BASE 510 ! CURD HARP POC CROSS
BID ALTERNATE BAN STREET CD Bider COMMENTS (COMFUCTS
HUA QUADRANT
BOAT PRATES CHUE REAL BALSE PARE Protect meteoro ecate at he perco
BID ALTERRHUE& CALE REAL BALSELY AVERE
BIALTE SATE S CALLEREN BALLRY AVENUE Param and lemo seconths ncr
ID ALTERNASE CALE REAL AT QEORGE PLACE
BID ALTE FRATE & ET GEORGE PLACE
BALTANTS CALE Fath LANGUISH PLACE
BONTE DAIS FELL LATER PLACE
#ALTANTE ONLINENL МАЛОРОКО DAVI Acted dato nas hopes
DALLI FENL BAD-OND IT
BOATHE CHU FOLL IT ME PLACH Posa, releas stage maddle son a mallor.
CHLLE FEN Roman and elecc edences other (96001)
INALTRATS CALLI REAL ET ALIMHE FLADE
NOAL BANIS GALI PILAL ET ALAYHE FLADE mama dropter sorom dim ACE, prote malia, Old add in piece.
BOALRUIS CHILI REAL Ratta sai refers escate mata susa & reles cadetta den a reden est BOARANTES CHUE BEAL. #TOMALCO MAGE
DID ALTERNATE CALE REAL OMITIOOR AMENUE
CALM MEAL DARTER AVIA Parted marty, stest light wad met wad i place, passes decept co dote In tattry wed
BDALRBARS CALERENL
TOTALB
NOTE
TE LEAN SEE TED TALENTED WUES AND
823020800 TITLE SHEETONG MOVe: 4102125 10)
SEAL:
Pavement Engineering Inc.
You can ricke on our repucation
C34897
Sais Sace are Drive, Suite A
REVISIONS 2025 ARTERIAL CONTRACT N
CITY OF GOLETA CURB RAMP SUMMARY TABLE ACCOUNT NO ON
PAVEMENT PROJECT PROJECTS 230268-02
DEPARTMENT of PUBLIC WORKS NO SCALE
GOLETA, CA
SHEET 53 of 60
CASE B CURB RAMP W/ CURB & GUTTER
CASE A CURB RAMP W/ CURB & GUTTER CASE C CURB RAMP W/ CURB & GUTTER te: 41102125 10.08 м
CASE A CURB RAMP W/ SPANDREL & CROSS GUTTER CASE B CURB RAMP W/ SPANDREL & CROSS GUTTER CASE C CURB RAMP W/ SPANDREL & CROSS GUTTER LEGEND
SEAL: NOTE
PCC CURB RAMP & SIDEWALK HMA CONFORM
Pavement Engineering Inc.
PCC SPANDREL PCC CURBICURB & GUTTER
C34897 PCC CROSS GUTTER
D, 033101 PCC RETAINING CURB
3485 Sacramento Drive. Suite A
Son a po CA 301 DETECTABLE WARNING SURFACE
REVISIONS CONTRACT NA
APRIL 2023 2025 ARTERIAL
CITY OF GOLETA CURB RAMP CONSTRUCTION ELEMENTS ACCOUNT a APRIL 2023 PAVEMENT PROJECT PROJLCTNO230268-02
DRAWN BY DEPARTMENT of PUBLIC WORKS NO SCALE
GOLETA, CA
APRIL 20231 SHEET 54 of 60
CASE CM CURB RAMP W/ CURB & GUTTER
CASE CH CURB RAMP W/ CURB & GUTTER CASE F CURB RAMP W/ CURB & GUTTER
CASE CM CURB RAMP W/ SPANDREL & CROSS GUTTER
te: 41102125 10.08 м
CASE CH CURB RAMP W/ SPANDREL & CROSS GUTTER CASE G CURB RAMP W/ SPANDREL & CROSS GUTTER
DRIVEWAY W/ CURB & GUTTER
LEGEND
Pavement Engineering Inc. PCC CURB RAMP & SIDEWALK DETECTABLE WARNING SURFACE C34897 PCC DRIVEWAY HMA CONFORM
D, 033101
3485 Sacramento Drive. Suite A PCC SPANDREL PCC CURB & GUTTER Son a po CA 301
PC CROSS GUTTER PCC RETAINING CURB
REVISIONS APRIL 2025 2025 ARTERIAL
CITY OF GOLETA CURB RAMP CONSTRUCTION ELEMENTS
APRIL 2025 PAVEMENT PROJECT POTS 230268-02
DRAWN BY DEPARTMENT of PUBLIC WORKS NO SCALE
GOLETA, CA
APRIL 20231 SHEET 55 of 60
LEGEND
NORTH FAIRVIEW AVENUE PORTLAND CEMENT CONCRETE BUPROVEMENTS 866856839 INSTALL DETECTARLE WARNANO SURFACE
AVENENI TODOESS, INEVER CREATER E
REMOVE & REPLACE CONSTRUCT PCC CURD
ESTOCO SENER THATET)
WATER METER COMER
ACHOSDE SEA (E)
SURVEYNAR.
ELEC LOOP CETECTOR HINCHOLE (E)
(TETELECER TRATE TRASTE: SERNAL, ELEC-ELECTACAL)
TRATE: SONAL POLE (EX
SILS EDGE OF PAVEMENT
ROWUNE
TOP OF CURE
NOTES:
HEET 2 POR GENERAL NOTES & CONSTRUS TE NOTES POR CUR
BERKELEY ROAD
ENLARGEMENT
NORTH FAIRVIEW AVENUE @ BERKELEY ROAD
ENLARGEMENT NOTES:
CON PARA DE AL CROS CUTEN PEN SANTA RARARA
AUST UTREY COVER TO INEVIED GRADT.
© LOWER UTRITY COVER PRIOR TO HAM REMOVAL.
SEE NOTE 1- I PROTECT EN FLACE ENBTINO TRASFE: SERAL POLE « BASE.
REMOVE & REPLACE 0.67' HMA PROTECTA-PLACE DESTRO RETARSNO WALL.
Pavement Engineering Inc.
con to en te os
504391
485 Sacramento Drive, Suite A
Son ti hipo, CA9301
REVISIONS 2025 ARTERIAL CURB RAMPS CONTRACT N.
APKIL ZUZ0
DESCRETA CEREO BI DATE CITY OF GOLETA ACCOUNT N°. -
PAVEMENT PROJECT NORTH FAIRVIEW AVENUE @
APRIL 2025 DEPARTMENT of PUBLIC WORKS BERKELEY ROAD Стакот 230268-02
ORAYN BY
GOLETA, CA
APRIL2023 SHEET 56 of 60
HOLLISTER AVENUE HOLLISTER AVENUE
218→
STORKE ROAD
LEGEND
PORTLAND CEMENT CONCRETE BMPROVEMENTS POWERACLE
I: INTORANT (EX)
STORKE ROAD
SLANSCAPENESTDA DESCRIDE.
ENLARGEMENT HACHT DEVIAY LINE TRASER: SALVAL POLE (EX)
ENLARGEMENT NOTES: REMOVE & REPLACE CONSTRUCT POG CURD CODE OF PAVEMENT STORKE ROAD @ HOLLISTER AVENUE
CURVE TABLE • SOLUTE A CURB PER SANTA CAREAS COUNTY ENNEERNE STANDARD ROWIN CURVE • SDENALK
→ REMOVE & REPLACE EXTING CURE DANT CURS TO MATCH EXEITN 140-3403 SO. CAL. ECESON MH (EX TOP OF CURS
24780G • AUST UTESTY COVER TO INISHEO GRADE.
LOWER UTREY COVER PREOR TO HILA REMOVAL. WATER VALVE COVER
WATER METER COMER HOH PONT
10) REMOVE & REPLACE TURF AS NEEDED
2.13 ROCHDSDE SACN (EX) TOP OF PAVEMENT
ROTENT BY PEACE CASTER RAPTO CAR POSE S BASE
SURVEY NA.
EX PAVEMEN SITED
NOTES:
Pavement Engineering Inc. A SHEE 2 FOR GENERAL NOTES & CONSTRUCTE NOTES FOR CURE. 504391 SEE NOTE
3485 Sacramento Drive, Suite A REMOVE & REPLACE 0.67' HMA Son Lui go CA93401
REVISIONS APRIL 2025 2025 ARTERIAL CURB RAMPS CONTRACT No.
DATE CITY OF GOLETA ACCOUNT No. -
PAVEMENT PROJECT STORKE ROAD @ HOLLISTER AVENUE
APRIL 2025 230268-02
DRAYN BY DEPARTMENT of PUBLIC WORKS = 5
GOLETA, CA
APRIL 2023 SHEET 57 of 60
LEGEND
STORKE ROAD PORTLAND CEMENT CONCRETE BUPROVEMENTS
INSTALL DETECTARLE WARNENO SURFACE
REMOVE & REPLACE/ CONSTRUCT PCC CURO
ABIO COE S-SEWER, THATEN)
Chi BAGON NH (E%
BAIEN VALTE CUNE
WATER METER COMER
ACADIE SEA (EX)
SURVEY NAR
Opp
LOOP GETECTOR HANCHOLE (EQ)
(TECTELECER TRAITES-TRAITE: SERNAL, ELEC-ELECTREAL)
TRAFFRC SRINAL POLE (EX2
EDGE OF PAVEENT
"SOTOU
TOP OF PAVEMENT
NOTES:
HEET & POR GENERAL NOTES & COS TRUG T NOES POK CUR
MARKE PLACE DRIVE
STORKE ROAN G MAENENPLACE DRNE E
ENLARGEMENT NOTES:
ERIAE S REPLICE PC SPANGREL PER SANTA BARBARA COUNTY STANGNRD SEE NOTE 1-
REMOVE & REPLACE 0.67 HMA O ELSA TESTO TERAI CE LOK TO MEN LOCATMONFL, ADAST © OUST UTETY COVER TO RESHED GRADE
M PROTECTIN FUCE ERBINO TRAFIE: SERAL POLE « RASE.
REMOVE BASTINC LOOP CETECTOR HASDMOLE.
Paveent Engineering Inc.
t con toe en te toss
504391
aporate Clin
485 Sacramento Drive, Suite A
Son oi Chipo, CA9301
REVISIONS 2025 ARTERIAL CURB RAMPS CONTRACT N.
APKIL 2020
DESCHET CERED BT OATE CITY OF GOLETA
PAVEMENT PROJECT STORKE ROAD @MARKETPLACE DRIVE ACCOUNTM - APRIL 2025 Стако 230268-02
DRAYN BY DEPARTMENT of PUBLIC WORKS
GOLETA, CA
APRIL 2023 SHEET 58 of 60
LEGEND
STORKE PLAZA
PORTLAND CEMENT CONCRETE BUPROVEMENTS
INSTALL DETECTARLE WARNINO SURFACE
PAVEMENT TERNESS WEVER GREATER HER
REMOVE & REPLACE CONSTRUCT PCC CURD
BUSINESSENER THATEN
SO. Chi. ECRION MM (EX)
WATER VALVE COVER
WATER METER COMER
SURVEYNE.
HERE HYDRANT (04)
LOOP CETECTOR HUNCHOLE (DU
(TECTELECER TRAITS TRATE: SENAL, ELEC-ELECTACAL)
TRATE: SONAL POLE (EX
EDGE OF PAVEMENT
e ROWUNE
TOP OF CURE
TOP OF PAVEMENT
NOTES
SHEET 2 FOR GENERAL NOTES & CONSTRUCTION NOTES FOR CURB
STORKE ROAD
ENLARGEMENT
STORKE ROAD @ STORKE PLAZA
ENLARGEMENT NOTES:
A EURE REMACE PC SPARE PER SANTA BUSEMI COUNTY STANDARD SEE NOTE 1-
REMOVE & REPLACE 0.67 HMA 1 FROTECT IN FLACE EXETING TRAFFE: SENAL POLE & BASE.
PROTECT EN FLACE ESTRO RETIESNO WALL.
@ REMOVE DESTING LOOP GETECTOR HEADHOLE.
CURVE TABLE
Pavement Engineering Inc.
to con to en to s
504391
485 Sacramento Drive, Suite A
REVISIONS 2025 ARTERIAL CURB RAMPS CONTRACT N.
APKIL 2020
DESCAPTA DERED BY DATE CITY OF GOLETA ACCOUNT N° _
PAVEMENT PROJECT STORKE ROAD @ STORKE PLAZA
APRIL 2025 Стакот 230268-02
DRAYN BY DEPARTMENT of PUBLIC WORKS
GOLETA, CA
APRIL 2023 SHEET 59 of 60
LEGEND
BOLLAY DRIVE
PORTLAND CEMENT CONCRETE BUPROVEMENTS
INSTALL CETECTABLE WARNING SURFACE
REMOVE & REPLACE CONSTRUCT PCC CURD
LASHT STANDARD (EX)
BUSINESSENER THATEN
SO. Chi. ECRION MM (EX)
WATER VALVE COVER
WATER METER COMER
SURVEYNE.
HERE HYDRANT (04)
LOOP CETECTOR HUNCHOLE (DU
MATER-TRATE: SAUL. ELEC-ELECTREAL
TRATE: SONAL POLE (EX
EDGE OF PAVEMENT
ROWUNE
TOP OF CURE
TOP OF PAVEMENT
STORKE ROAD
ENLARGEMENT
STORKE ROAD @ BOLLAY DRIVE
ENLARGEMENT NOTES:
BENDER REMIAC PEO SPANCREL FER SANTA BARARA COUNTY STANDARD SEE NOTE 1- FROTECT NFUCE DIETNG RETARANG WALL.
REMOVE & REPLACE 0.67 HMA CUT & SET OETECTABLE WASNO SURRACE ARGUND UTRITY BOX COMER.
Pavement Engineering Inc.
to con to en to s
504391
485 Sacramento Drive, Suite A
on to Chipo, CA9301
REVISIONS CURB RAMPS CONTRACT NA.
APKIL 2020 2025 ARTERIAL
DESCAPTA DERED BY DATE CITY OF GOLETA
PAVEMENT PROJECT STORKE ROAD @ BOLLAY DRIVE
APRIL 2025 Стако 230268-02
DRAYN BY DEPARTMENT of PUBLIC WORKS
GOLETA, CA
APRIL 2023 SHEET 60 of 60
The City of Goleta Department of Public Works SHEET INDEX GENERAL INFORMATION SHE NOSE. Cromo Dr Sio B
PROJECT PLANS FOR CONSTRUCTION PROJECT OVERVIEW
TYPICAL CROSS SECTIONS
KEY LINE GEOMETRY 5-10 Contact: Kent Yankee
CITY PROJECT NUMBER 9062 ROBES 11-13
CIML ENGINEER:
THE STORKE ROAD / HOLLISTER AVE. TRANSIT, CONSTRUCTION DETAILS 15-19 Bengal Engineering 20-24 Sons arora CA 310C110
25-20
BIKE / PED, AND MEDIAN IMPROVEMENTS PAVEMENT DELINEATION AND SIGN PLAN (805) 563-0788 QUANTITIES Contact: Scott Onishu
CITY OF GOLETA, CALIFORNIA SURVEY CONTRPLAN
SANTA BARBARA COUNTY TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED 2018, SANTA BARBARA METROPOLITAN TRANSIT DISTRICT BUS STOP STANDARDS REVISED OCTOBER 1, 2004 AND THE MOST CURRENT SANTA BARBARA COUNTY STANDARD PLANS AND SPECIFICATIONS (805) 439-2741 Contact: Robort Rooso
FINAL SUBMITTAL HAN WAY AGENT:
4476 Market St # 601
4905 40 0 0 3 7775
Contact: Don Irelan & Lilian Jewell
HWY 101
Ease
Abandon
Adjust Quantity
EOD Radius
Reinf
Kel
Beg Way Left Ret
Building EVC Rev Revised
on
Bottom Exist Existing MBGR Suard Rail Right
Bridge R/W
Exp JI
Exterior Misc Salv Salvago
BW Mod
Sht Sheet
CAA NTS Spec
PROJECT LIA
Channel Obl Station
HOME Cast-ron
CIDH
881 Sidowalk
CISS Figure Sowor
Chain Link
Class
Centerine
totests. Clear
ture or
Column Trans
HELPS RD Concrete nd curvature
1 aterial UON ted
Profile Grade
Point of Intersection > Valve
I Height Property Line
h, hr Power Pole
CITY OF GOLETA Dianan Pipe Pile
Diaph POC Point on Curve Width
Reviewed by: Distance 1 Point on Tangent
Driveway Pains Specialion a statio wM
PS&E
VICINITY MAP Pre-Stressed
WW.OL. no
No Scale Signature
T-1
осноч наю _ CHECKED SO PREPARED FOR: STORKE ROAD / HOLLISTER AVE. TRANSIT,
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
PEE
- - 30
GOLETA TITLE SHEET MALE 20.3020
BID ALTERNATE 1: SHEET NUMBER 61 OF 90
REMOVE BUS STOP AND
RIGHT-TURN EXTENSION
073-440-024 073-440-018
073-440-016 MARKETPLACE 073-140-030
E3- d +-
51°
EXTEND
BUS PAD STORKE RD.
073-100-019 073-100-004 073-100-030 073-100-032
MEDIAN MODIFICATIONS
073-100-024
NOTES: HOLLISTER AVE
CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE
ENGINEERED TRAFFIC CONTROL AND PHASING PLANS
IN COUKUINAIN WITH MAINLINE PAVEMEN REPAIR 073-100-025 073-140-004 PROJECT.
1L
CONTRACTOR SHALL ALSO BE REQUIRED TO PROVIDE
PAVEMENT REPAIR PROJECT.
357J-
REMODEL BUS SHELTER -
073-100-033
NORTH
CORTONA RD.
STORKE ROAD
SCALE 1" = 40°
PO-1
DEMON HAO. _ CHECKED SO STORKE ROAD / HOLLISTER AVE. TRANSIT, 0002
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SOOTT CNISHUK N oF 30
PROJECT OVERVIEW
BID ALTERNATE 1: SHEET NUMBER 62 OF 90
51-50 TO 2757.85
"MED' LINE
5-00 TO 10+62.34 "MED" LINE
(E) FL (E) FL
MAINLINE PAVEMENT RECONSTRUCTION 10' & VAR. 10' & VAR. _MAINLINE PAVEMENT RECONSTRUCTION SEE PAVEMENT ENGINEERING INC. PLAN SEE PAVEMENT ENGINEERING INC, PLAN
SAWCUT SAWCUT
EXISTING 30" HDPE STORM DRAIN
"STO" LINE
49+02 TO 49+72 TYPICAL SECTION CONSTRUCTION NOTES:
EX, RW
SAY ARE OUT AN ONE PLAN FOR TRE FORMATION.
"BUS" LINE
2+28 TO 2+98
"BW-1" LINE I FL
50'& VAR. ® STORKE ROAD PLUG PAVING
06) 7-1/2° AC
MAINLINE PAVEMENT RECONSTRUCTION 18° AB (CLASS 2)
OCC PAVEMENT ENUINCCRING ING. PLAN
© 3" COLD PLANE & TEMPORARY OVERLAY
1.5% MAX • MAINLINE PAVEMENT RECONSTRUCTION
CAR SURFACE BUSTING SECTION
EXISTING 48* HDPE STORM DRAIN 314° AC BASE COURSE
STRUCTURAL SECTIONS PER PLANS FROM
PAVEMENT ENGINEERING INC.
EXISTING BUS POCKET TO REMAIN STORKE PAVEMENT REHABILITATION "STO LINE SHEET 10 OF 39
47+75 TO 49+02 TYPICAL SECTION NO. 3
• documenta (coproductilen drawinge \starke - typical cross sectlendag PLOTTED: 1/19/2023 BY: Henry Ceagueda EX. RW SIDEWALK:
SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040
52.5 AT BUS PAD SIDEWALK IS 8' IN WIDTH
50 & VAR. © REMOVE EXISTING CURB, BASE AND PAVING
CENIRACTORTO PROTECT EXISTING LANDSCAPE AND
SIDEWALK 159070272 IRRIGATION FOR OWNER TO RECONSTRUCT LANDSCAPING AND
FROM COLD PLANE IRRIGATION SYSTEMS AFTER THE PUBLIC WORKS CONTRACT IS "BW-1* LINE COMPLETE.
L DEPOT + $12 - 8.58 / / + 10' BUS POCKET JOVERLAY
1.5% MAX SAWCUT
VAR. 1.5% MAX 2% 8 VAR L
STORLE ROAD
SEE CONSTRUCTION DETAILS FOR LAYOUT OF
INTERSECTING SIDEWALK FROM HOME DEPOT
EXISTING 48" HOPE STORM DRAIN
132003
- CHECKED-O PREPARED FOR:
ORGIAR SURED PACES
-N SCOTT CNISHUR CHIY TYPICAL SECTIONS 3 or 30
GOLETA MALE 20.3020
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 63 OF 90
TYPICAL SECTION CONSTRUCTION NOTES:
• BUSPAD
8" CONCRETE
18° AB (CLASS 2)
EX. R/W 6" OVER-EX & RE-COMPACT SUB GRADE (95%)
® STORKE ROAD PLUG PAVING
"FL" LINE 7-1/2 AC
3+00 TO 4+72 18° AB (CLASS 2)
PARKWAY LANDSCAPING - © 3" COLD PLANE & TEMPORARY OVERLAY AND IRRIGATION TO BE 147
INSTALLED AND MAINTAINED 9 & VAR. 5 & VAR.+ • MAINLINE PAVEMENT RECONSTRUCTION
BY PROPERTY OWNER
MAINLINE PAVEMENT RECONSTRUCTION GOLIARACE COUT SECTION SEE PAVEMENT ENGINEERING INC. PLAN 3/4° AC BASE COURSE
1.5% мАХ STRUCTURAL SECTIONS PER PLANS FROM
------- PAVEMENT ENGINEERING INC.
STORKE PAVEMENT REHABILITATION
SHEET 10 OF 39
EXISTING TO REMAIN TYPICAL SECTION NO.3
FILL IN "HOLE" WHERE SAWCUT
BUS STOP IS REMOVED © SIDEWALK:
© REMOVE EXISTING CURB. BASE AND PAVING
© MEDIAN TREATMENT:
CONTRACTOR TO PROTECT EXISTING LANDSCAPE AND
IRRIGATION FOR OWNER TO RELUNSIRUUI LANUSUAPING ANL
IRRIGATION SYSTEMS AFTER THE PUBLIC WORKS CONTRACT IS
A MEDIAN TREATMENT:
STAMPEU CONCRETE, ORIA PATTERN, DRIVA COLOR, MATUr
MEDIAN NORTH OF HOLLISTER AVE.
CONCRETE IS 4" MIN. THICKNESS
BEDDED ON 4° MIN. CLASS 4 SUB BASE (ROUND SAND)
52497357054-30
R/W
nia (coproductilen drawinge \atarke - typid cross sectlendag PLOTTED: 1/19/2023 BY: Henry Cragseda 74' TO 62'
"FL" LINE 14 MAINLINE PAVEMENT "MED" LINE
*BW-2* 2+00 TO 3+00 RECONSTRUCTION SEE 5+00 TO 10+62.34
LINE PAVEMENT ENGINEERING
5.58' INC. PLAN 21' & VAR - VAR. . 9 & VAR. 12' & VAR. MAINLINE PAVEMENT RECONSTRUCTION SEE PAVEMENT ENGINEERING INC. PLAN
IWCL SAWCUT
- VAR.
SEE LAYOUTS FOR LIMITS OF SAWCUT
MEDIAN CONCRETE TREATMENT
eXISTING SUHUPE STORM DRAIN
STORLE ROAD
- CHECKED-O No C48052 PREPARED FOR:
ORER SURE MATES
HEET
SOOTT CNISHUK TYPICAL SECTIONS 4 or 30
PROJECT ENGINEER
GOLETA
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 64 OF 90
10+09.23 BC TORTEE
T0+47275C
_"BW-1" LINE
10+62.02 END 2+28.32 END
+N
"BUS LINE
201
• Latorke - kayine geometry-fadag PLOTTED: 1/19/2023 BY: Henry Coequeda •STO LINE - +
'BUS LINE *SW LINE "STO" LINE
START LENGTH END DIRECTION/ RADIUS SEGMENT ID START START LENGTH END DIRECTION/ RADIUS SEGMENT ID START LENGTH DIRECTION RADIUS
SEGMENTID STATON NOTHING STATION DELTA STATION NORTHING EASTING STATION DELTA NORTHING EASTING STATION DELTA 1+00.00 1983291.08| 5997852.19 7.36 1+07.36 N01 2143'€ L43 1983366.31| 5997793.17 9.23 10+09.23 S89'26'20°E 10+01.40 1979517.55 5997804.00 4655.32 56+56.72 N01 2205'E 1+07.36| 1983298.44 5997852.37 9.51 1+16.87 021'47*43" 25.00 C16 10+09.23 1983366.22 5997802.40 10.47 10+19.70 060'0000 10.00 NORTH
1+16.87 1983307.76| 5997850.80 12.16 1+29.03 N20'26'00W E 10$19.70| 1983371.13 5997811.11 27.57 1U+41.2 N30'33'40*E 1+29.03 1983319.16 5997846.55 9.51 1+38.55 021'48'05" 25.00 C17 10+47.27 1983394.88 5997825.13 10.61 10+57.88 060'48'24" 10.00
STORKE ROAD
1+38.55 1983328.49 5997844.99 89.77 2+28.32| N01°22'05°E L45 10+57.88 1983399.79 5997833.98 4.13 10+62.02 S88'3755 E SCALE 1° = 10°
TO THATTER
HEVEONE S. shut
- CHECKED-O PREPARED FOR: STRE PED, AND MEDIAN MARVENT
ORER SURE MATES
SOOTT CNISHUK REST 5 = 30
PROJECT ONENEER KEY LINE GEOMETRY PLAINLARY 303025
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 65 OF 90
500007
_"BW-2" LINE) 216085 EC
4-- C3
3120560 3+36.81 EC
"SAW-2 LINE
272480+9 5+38.21 BC 5+00.00 BEG
"SAW-3 LINE 280029
- - 03 6526+9
+ 10. MATCHLINE 54+40
"MED" LINE 19 -
SESS TOFOE TO+38.51 EC 10+62.30 END
I+g -C9-. "STO" LINE
7+87.39 EC .90 BC
•{cos\production drawingslatorke - kayine geomatry-1.derg PLOTTED: 1/19/2023 BY: Harry Osegued:
"FL' LINE "MED" LINE
SEGMENT ID START LENGTH END RADIUS SEGMENT ID START START START DIRECTION/
STATION NORTHING EASTING STATION DIRECTION STATION NORTHING EASTING LENGTH STATION DELTA RADIUS 2+00.00 1983816.45 5997842.67 60.11 2+60.12 N00 1249W 5+00.0D 1983945455997886.33 38.21 5+38.21 S01 2205 W 2+60.12 1983876.57 5997842.45 20.73 2+80.85 0160304 74.00 8 S+3B.21 1983907.25| 5997885.42 19.96 5+58.17 016'4157 68.50 2+80.85 1983897.04 5997845.26 31.21 3+12.06 15:05 E 5+58.17 1983887.50 | 5997887.84 16.24 5+7441 S15°19'53'E 3+12.06 1983927.06 5997853.77 24.75 3+36,81 014'28'10" 98.00 5+74.41 1983871.84 | 5997892.13 18.07 5+92.49 015°07°04" 68.50 5+92.49 1983853.98| 5997894.57 181.55 7+74.04 S00'1249'E 7+74.04 1983672.43 5997895.24 13.35 7+87.39 177'5304 4.30 L10 7+87.39 1983672.30| 5997903.84 130.51 9+17.90 N01'54'07 E 8 9+17.90 1983802.74| 5997908.17 38.31 9+56.20 015*1433 144.00 NORTH
L11 9+56.20 1983840.74| 5997904.37 45.34 10+01.55 M1305W C10 10•01.55 1983884.86 5997893.90 36.97 10+38.51 014°42'30* 144.00
STORKE ROAD
L12 10+38.51 1983921.53 | 5997890.06 23.82 10+62.34 N01'2205 E SCALE 1° = 10° K-2
HEVERE SECT NOOZ
DESIGN MAO. - CHECKED-O PREPARED FOR: STORKE ROAD / HOLLISTER AVE, TRANSIT, No C48052 BIKE / PED, AND MEDIAN IMPROVEMENTS
ORER SURE MATES
CHIY KEY LINE GEOMETRY or 30
GOLETA PLAINLARY 303025
Rant. 40217
BID ALTERNATE 1: SHEET NUMBER 66 OF 90
Z8TL
3+97.51 BC HOL LINE !- -
"SAW-2" LINE
MATCHLINE 54+40
"STO-N" LINE
(cod produtlon drovingelatorke - kayine gaomtry-1.deng PLOTTED: 1/19/2023 BY: Harry Oreguado
PL LINE
SEGMENT ID START LENGTH DIRECTION/ RADIUS
STATION | NORTHING EASTING STATION DELTA
L6 3150.0 803331.4- 5997857.46 X.rl 3*81 N01 2205"E
3+97.51 1984012.15 5997858.91 74.31 4+71.82 021°1714 200.00 NORTH
STORKE ROAD
SCALE 1° = 10°
K-3
DESEGN HAO. - CHECKED-0 PREPARED FOR: STORKE ROAD / HOLLISTER AVE. TRANSIT, 9062
OREORAR SORED PATES BIKE / PED, AND MEDIAN IMPROVEMENTS | ?. SOOTT CNISHUK KEY LINE GEOMETRY o 30
PRONECT ONCNEEA
GOLETA
Rant. 4021
BID ALTERNATE 1: SHEET NUMBER 67 OF 90
ЕрОТО ВЕ! 10177140C 101+37,97 EC éa..
- _ "BW-1* LINE
"BUS LINE
"SAW-1" LINE
201-00.00 BEGTO 201=22:29 AP 201+60.54 AP 202=27.00 END rowings atorie kayine geometry 2-dag PLOTTED: 1/19/3021 BY: Henry Oregundo "STO" LINE
"BW-1" LINE
SEGMENT ID START START START LENGTH END DIRECTION/ RADIS STATION | NORTHING EASTING SAW T LINE
STATION DELTA
101+00.00 1983291.39 5997839.19 101+05.04| NO8'34'24'E START START START END DIRECTION' RADIUS L13 5.04 SEGMENT ID STATION EASTING LENGTH STATION DELTA L14 101+05.04 1983296,37 5997839.94 6.36 101+11,40 NO6'26'37'E 5997859.42 L19 201+00.00 1983290.91 22.29 201+22.29| N01°39'14"€
101+11.40 1983302.69 5997840.65 11.73 101+23.12 026*52'38" 25.00 201+22.29 1983313,19 5997860.06 38.65 201+60,94| NORTH
L15 101+23.12 1983314.22 5997839.24 2.07 101i12000M L21 201+60.94 1983351.81 5997861.40 35.46 201+96.39 N00°2728'E 012 101+25.19 1983316.16 5997838.51 12.78 101+37.97 021°4805" 33.58 L22 201+96.39 1983387.27 5997861.68 30.61 202+27.00 | N00°18'12'E STORKE ROAD L16 101+37.97 1983328.69 5997836.41 139.47 102+77.45| N01°22'05'E SCALE 1° = 10° L.17 102+77.45 1853400.12 5997839.74 8.3e 102+87.36120252 W L18 102+87.36 1983477.82 5997837.67 10.83 K-4
CHECKED SO PREPARED FOR: STRE PED, AND MEDIAN MARVENT ДЕСТ N 0502
ORER SURE MATES
SOOTT CNISHUK 8 or 30
PROJECT ONENEER GOLETA KEY LINE GEOMETRY PLAINLARY 303025 Rani. 40219
BID ALTERNATE 1: SHEET NUMBER 68 OF 90
3302-05.03 AF 1 02T03 A FO
"BW-2" LINE. C13 18: 302-970520
"FL" LINE
ST 102-00.00 BEC 402+30.21 AP 402166 34 AP 403+14:20 AP "SAW-2" LINE
506+12.59 AP $ 505-00.00 BEG
00219209
"MED" LINE MATCHLINE 54+40
510
+ STO LINE
SAW LINE
510+35.46 AP
'BW-2" LINE "SAW-3" LINE
SEGMENT ID START START END SEGMENT ID START END DIRECTION/ nprv 21 - documents \cor\production drowings \storke - keyine geometry-2.dag PLOTTED: 1/19/2023 BY: Henry Coequed
LENGTH STATION RADIUS LENGTH RADIUS
STATION EASTING STATION NORTHING STATION DELTA
L23 302+00.00 1905810.43 5997836.56 302+05.03| N05 47 47°E 505-00.00 1983945.69 5997876.33 112.59 506+12,59 S01225 302+05.03 1983821.43 5997837.07 55.11 302+60.14 N00°12'49°W 506+12.59 1983833.13 5997873.64 36.36 506+48.95 S001249'E C13 302+60.14 9655/0.50 5997836.87 22.29 302+82.44 016'0304* 79.58 L.38 506•48.95 1983796.77 5997873.78 51.35 507+00.30 S12'34'58"E L25 302+82.44 1983898.56 5997839.89 7.04 302+89.47 N15'50'15"E 507+00.30 1983746.65 5997884.97 81.40 507+81.70 500 1249E 302+89.47 1983905,33 5997841.81 7,58 302+97.05 014'28'10° 30,00 L40 507+81.70 1983665.25 5997885.27 28.35 508+10.04 N89'4711 E 508+10.04 1983665.36 5997913,62 225.42 510+35.46 | NO1 5407E 510•3546 1983890.65 5997921.10 58.18 510+93.64N20'3614W "SAW-2" LINE
NORTH
SEGMENT ID START LENGTH DIRECTION/ RADIUS
STATION NORTHING EASTING STATION DELTA
402+00.00 1983816.52 5997859.93 30.21 402+30.21 N00°52'46'E STORKE ROAD SCALE 1° = 10°
402+30.21 1983846.72 5997860.39 36.13 402+66.34 N01°08'24"E 402+66.34 1983882.85 | 5997861.11 47.86 403+14.20 N01°2044"E K-5
DESION HAO PREPARED FOR: STORKE ROAD / HOLLISTER AVE, TRANSIT, SECT NOOZ
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
9 or 30
CHIY KEY LINE GEOMETRY
RCE. 40152 GOLETA
BID ALTERNATE 1: SHEET NUMBER 69 OF 90
304+38.89 AP 006929-50
BZ LINE
HOL LINE! -
132 — "SAW-2 LINE
403+74,39 AP 404+22.36 AP 404+37.77 AP 3863000
'MED" LINE
MATCHLINE 54+40
"STO" LINE
"STO-N" LINE
"BW-2' LINE
•(car production drawings atarke - kayine geometry- 2-dag PLOTTED: 1/19/3023 BY: Henry Oreguedo
START START START END DIRECTION/ RADIUS
SEGMENT ID STATION NORTHING EASTING LENGTH STATION DELTA L26 302+97.05 1983912.80 5997842.94 191.09 304+38.89 NO1'2205'E 304+38.89 1984054.61 5997846.32 23.70 304+62.59 N08'44'31'W L28 304+62.59 7389070.05 5997842.72 5.73 304+68.32 N45'4220°W "SAW-2' LINE
SEGMENT ID START START END
NORTHING EASTING LENGTH RADIUS
STATION STATION
L32 403*14.20 1983930.70 5997862.23 60.19 403+74.39 12403E 403-74.39 1983990.87 5997863.70 47.97 404+22.36 N01°18'23 E NORTH L34 404+22.36 1984038.83 5997864.60 15.40 404+37.77 NO1'2245'E L35 404+37.77 1984054.23 5997865.17 7.61 404÷45.38 S871508W STORKE ROAD SCALE 1° = 10°
C15 404+45.38 1984053.86 5997857.57 33.08 404+78.46 0092303" 202.00 K-6
twistor
DESION HAO STORKE ROAD / HOLLISTER AVE. TRANSIT. 24G 0002 PREPARED FOR:
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SOOTT CNISHUK KEY LINE GEOMETRY FEET 10 oF 30
PROJECT ENGINEER
RCE. 40152 GOLETA PALARY 20. 302
BID ALTERNATE 1: SHEET NUMBER 70 OF 90
NOTE REGARDING RIGHT-OF-WAY:
FOR COMPLETE RIGHT-OF-WAY INFORMATION SEE
MAPS PREPARED FOR THIS PROJECT IN CITY
073-440-016
/25047 MARKETPLACE DR.
2050k00 10" 6* MELA
206092331000223 14 FUC 1950970
"SW" LINE
" 10'8° MELA 16 MELA
SEE SHEET C-4 FOR - 8' 5' OLIVE
BUS SHELTER LAYOUT
FINE ()
5 AL OLIVE 32- 1215/200L5
10* 6* OLIVE
"BUS" LINE SAWCUT
NEW USB
(32) - 100 LT "STO 49+02. SAWCUT AT EXISTING JOINT IN BUS POCKET •storks - koycut.dag PLOTTED: 1/19/2023 BY: Henry STORKE RD. LT
56.753
• - "STO•
LEGEND:
LAYOUT CONSTRUCTION NOTES: CURB: CONCRETE
SEE COUNTY OF SANTA BARBARA STANDARD 4-030, TYPE A NOTES:
REMOVE EXISTING CURB, BASE AND PAVING AT JOINT OR SAWCUT CURB & GUTTER: 3° COLD PLANE & SEE EXISTING UTILITY AND CONFLICT PLANS SEE COUNTY OF SANTA BARBARA STANDARD 4-030 TEMPORARY OVERLAY REGARDING LANDSCAPING AND IRRIGATION.
CONTRACTOR TO COORDINATE WITH PROPERTY OWNER SIDEWALK:
MAINTENANCE TO LEAVE IRRIGATION AND PLANTING IN A MANNER SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040 SAWCUT SUITABLE FOR FUTURE LANDSCAPE AND IRRIGATION BY OTHERS AT BUS PAD SIDEWALK IS 8* IN WIDTH ROAD RIGHT-OF-WAY ARE SHOWN IN "MAGENTA" LINES. NORTH
REMOVE AND DISPOSE OF EXISTING BUS STOP STRUCTURES, DAYLIGHT
RETAINING WALL AND COMPONENTS, SEE SPECIAL PROVISIONS
STORKE ROAD
BUS PAD: SCALE 1° = 10°
REINFORCED CONCRETE, SEE COUNTY OF SANTA BARBARA NEW NO WAT STANDARD 5-120 & 5-130
_ CHECKED SO 132003
No S480o2 PREPARED FOR STRIPED AND MEDIAN MAVERITE
ORER SURE MATES
SCOTT CNISHUR FEET 11 OF 30
PROJECT ENCINEER GOLETA LAYOUT PLAINLARY 303025
Chato 4021-
BID ALTERNATE 1: SHEET NUMBER 71 OF 90
BID ALTERNATE 1: SHEET NUMBER 72 OF 90
Chato 4021-
PLAINLARY 303025 GOLETA
LAYOUT PROJECT ENGINEER
FEET 12 OF 30 SOOTT CNISHUK
BIKE / PED, AND MEDIAN IMPROVEMENTS ORER SURE MATES
STORKE ROAD / HOLLISTER AVE. TRANSIT. PREPARED FOR: _ CHECKED SO
REVELRINE
MEDIAN NORTH OF HOLLISTER AVE.
DAYLIGHT
MEDIAN CONCRETE TREATMENT:
SCALE 1° = 10° SEE COUNTY OF SANTA BARBARA STANDARD 4-035 SUITABLE FOR FUTURE LANDSCAPE AND IRRIGATION BY OTHERS STORKE ROAD MEDIAN CURB: MAINTENANCE TO LEAVE IRRIGATION AND PLANTING IN A MANNER
CONTRACTOR TO COORDINATE WITH PROPERTY OWNER
BRICK PATTERN AT BUS PAD SIDEWALK IS 8' IN WIDTH
NORTH STAMPED CONCRETE SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040 REMOVE EXISTING SIDEWALK AT JOINT OR SAWCUT TCE SIDEWALK:
SEE TYPICAL SECTIONS REMOVE EXISTING CURB, BASE AND PAVING AT JOINT OR SAWCUT PLUG PAVING SEE COUNTY OF SANTA BARBARA STANDARD 4-030
NEW RIGHT-OF-WAY CURB & GUTTER: LAYOUT CONSTRUCTION NOTES:
CONCRETE
LEGEND: 073-100-032
/ East AW
- isycut.dng PLOTTED: 1/19/2023 BY: Henr
53-76.05
SAWCUT 31.550R4
-2.39% 19+17,90 -2.85%
"MED" LINE
19.10 LT STO* 54-31 MED" 10+62 34: 1+30 0
-1.78% 0.00T 10+01.55 IU REMAIN
5 JAC LANDSCAPE
MATCHLINE 54+40 1-0.70%
- TED LINg
0.00T 5+92.49 1-2.79%
-0.24% -1.74% 0.00T 5+38.21 D.00T 5+58.17 -1.35%
2+31
| 54+35.33 23.40 LT "STO" 54+30 "MED* 5+00 :
S1.3000 SAWCUT
63.93 -1.70% -3.45%
1.48%
GOS*
14 PRE V7 +80 9 0.00'T
2+80.89 75
FOR FUTURE IRRIGATION 2+95.38
UNDER NEW SIDEWALK 5.58'L E) 14" SPRUCE 7-12°ONVE
•PROVIDE 4° PVĆ SLEEVE +60.1 4" 6" OLIVE 073-440-024
12° PINE
073-440-018
00 -
REMOVE CONCRETE T
EXPOSED FOR FUTURE • PROVIDE 4" PVC SLEEVE
073-440-018 UNDER NEW SIDEWALK
LANDSCAPING
FOR FUTURE IRRIGATION
"FL' LINE
SAWCUT LINE
34.1209 715L1
STORKE RD.
- (ot)-
MATCHLINE 54+40
HOLLISTER AVE. -production drawingelatorke - loycut.dng PLOTTED: 1/19/2023 BY: Henry Conques LEGEND:
CURB & GUTTER: CONCRETE
LAYOUT CONSTRUCTION NOTES:
SEE COUNTY OF SANTA BARBARA STANDARD 4-030
REMOVE EXISTING CURB, BASE AND PAVING AT JOINT OR SAWCUT NEW RIGHT-OF-WAY
PLUG PAVING
SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040 SEE TYPICAL SECTIONS
REMOVE EXISTING SIDEWALK AT JOINT OR SAWCUT
AT BUS PAD SIDEWALK IS 8' IN WIDTH NORTH
STAMPED CONCRETE
MAINTENANCE TO LEAVE IRRIGATION AND PLANTING IN A MANNER MEDIAN CONCRETE TREATMENT: BRICK PATTERN SUITABLE FOR FUTURE LANDSCAPE AND IRRIGATION BY OTHERS STAMPED CONCRETE: BRICK PATTERN, BRICK COLOR: MATCH MEDIAN NORTH OF HOLLISTER AVE. STORKE ROAD
REMOVE AND DISPOSE OF EXISTING BUS STOP STRUCTURES. SCALE 1° = 10°
RETAINING WALL AND COMPONENTS, SEE SPECIAL PROVISIONS RECONSTRUCT BRICK PAVERS AS NECESSARY TO MATCH NEW
SIDEWALK
DAYLIGHT
CHECKEDS0. S. Onishuk STORKE ROAD / HOLLISTER AVE. TRANSIT, PREPARED FOR:
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SCOTT ONISHUK FEET 13 or 30
PROJECT ENGINEER LAYOUT
Chato 4021-
BID ALTERNATE 1: SHEET NUMBER 73 OF 90
20 34.2
ORER SURE MATES 1.50%
30.05 -
-4.32%
SCALE H: 1ª = 10' STORKE ROAD "SW" PROFILE
V: 1" = 10'
"BUS" PROFILE
10+47.27
32.0 10+57.88
31.82 10+62.0
31.7 •• • 70
7+87.39 мея!
5+00
38.93 38.93
35.60 Rani. 4021. DESIGN HAO
38.03 P6t. • 190%
(36.1)
36.09 •9+17:90 (37.4
-36.38 37.13
"MED" PROFILE "MED" PROFILE
PREPARED FOR • 2.70%
PG "FL" PROFILE
GOLETA 3382) 2.00%**•* 1
7+00
15.2 35.23
PROFILES STRE PED A MEDIAN OVER TO U pal. 210%
- 307004
7+80 .72:.
34.31 BID ALTERNATE 1: SHEET NUMBER 74 OF 90
PALARY 20. 302 retT 14 or 30 V: 1" = 20° SCALE H: 1° = 20° STORKE ROAD cumenta (coproductlen drowinge \atorke - profiles dag PLOTTED: 1/19/2023 BY: Henry Ceaguec 073-440-016
74191010000 MARKETPLACE DR.
31071040387
241110205000 1 7390 100233 8€
28210+192054
3320 10+47.318€
132.59 2487.0249 2303 2-9645
31.84 10157.895€
793410+3%250t
3181 100620250
X
NEW UCSB
COM. MH
720129784 rowingelatorke - detolkeg PLOTTED: 1/19/2023 BY: Hanry Oregaad STORKE RD.
"STO" LINE
LEGEND:
CONCRETE
NOTE:
DOWEL INTO EXISTING BUS PAD PAVEMENT. 3° COLD PLANE &
TEMPORARY OVERLAY
SEE CALTRANS STANDARD PLAN P10,
*TRANSVERSE CONSTRUCTION JOINT FOR
EXISTING CONCRETE PAVEMENT' DETAIL. SAWCUT
NORTH
DAYLIGHT
STORKE ROAD
SCALE 1° = 10°
NEW KIGHI-UP-VVAT
PREPARED FOR STRIPED AND MEDIAN MAVERITE
ORER SURE PACES
SCOTT CNISHUR CONSTRUCTION DETAILS FEET 15 or 30
GOLETA PALARY 20. 302
Rani. 40219
BID ALTERNATE 1: SHEET NUMBER 75 OF 90
00- 073-440-018
073-440-024
3791 2495.38 EC
STORKE RD
34.19 TS -57-5727787 233TS 54-30002210
-0.70% MATCHLINE 54+40
34B1TS 57-8302 3234 -1.80%
"STO" LINE
"STO
-2.40%
74332 51055-54 358578 51187350628
-
storks - detolsong PLOTTED: 1/19/202:
073-100-032 LEGEND:
CONCRETE
NEW RIGHT-OF-WAY
PLUG PAVING
SEE TYPICAL SECTIONS
STAMPED CONCRETE NORTH
BRICK PATTERN
STORKE ROAD
SCALE 1° = 10°
- pant to see pee Pod and DAYLIGHT
C-2
- CHECKED-O PREPARED FOR: STRIPED AND MEDIAN MAVERITE
ORER SURE MATES
SOOTT CNISHUK CONSTRUCTION DETAILS FEET 16 o= 30
GOLETA
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 76 OF 90
073-440-018
19 "FL' LINE
MEU LINE
"MED" LINE-
STORKE RD.
MATCHLINE 54+40 •STO LINE D
+8
HOLLISTER AVE. ta (cor productlon drovingelatorke - detol.deg PLOTTED: 1/19/2023 BY: Harry Orag-ada LEGEND: ®
CONCRETE
NEW RIGHT-OF-WAY
PLUG PAVING
SEE TYPICAL SECTIONS
NORTH
STAMPED CONCRETE
BRICK PATTERN
STORKE ROAD
SCALE 1° = 10°
- panf pond ed boe Pod ond
C-3
a S. Orishuk '
OLIOYS - CHECKED-0 PREPARED FOR: STREI PED ANO MEDIAN MARVENENTE
OREORAR SORED PATES
SOOTT GNISHUK CONSTRUCTION DETAILS 17 .r 30
PA ALAR 20. 302
Chate 4021-
BID ALTERNATE 1: SHEET NUMBER 77 OF 90
SIDEWALK
31.34 1+38.
REMOVE
EXISTING WALL
6'x2' BENCH
• NEW
SIDEWALK
6'X2 BENCH Dest RW
• LNI BUS SHELTER
FRONT BUS • NEW CURB "BUS" LINE
OCKE! NEW LOCATION OF
NEW USB
CASING SIGN
NEW BUS PAD COM. MH
EXISTING BUS PAD
STORKE RD. 11°
LANE LINES coproduction drawingelatorke - detolkong PLOTTED: 1/19/2023 BY: Henr BUS SHELTER NOTES:
CONSTRUCT NEW MTO BUS SHELTER BY LNI CUSTOM
MANUFACTURING, ING IRE TO SIRUCTURE WITH FOOTINGS AND
ANCHORS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION NORTH INSTRUCTIONS.
REMOVE AND DISPOSE OF EXITING BENCHES AND TRASH CANS
AND REPLACE WITH NEW BENCHES AND TRASH CANS PER MTD STOLE ROAD STANDARDS.
DESION HAO - CHECKED-O PREPARED FOR: STRIPED AND MEDIAN MAVERITE
ORER SURE MATES
SOOTT CNISHUK FEET 18 or 30
LI}. PROVECT ENGINEER CONSTRUCTION DETAILS
GOLETA PALARY 20. 302
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 78 OF 90
(E) LANE LINE
HOLLISTER AVE
(E) SEWER MANHOLE
(E) LANE LINES
(E) WATER VALVES
e) CURB & GUTTER
(E) BUS PAD -
BUS SHELTER
ooo 000
bench
bench
Z JACARANDA
(E) TELEPHONE POLE
(E) BACK FLOW PREVENTER
(E) STREET LIGHT
storke - detolkong PLOTTED: 1/19/2023 BY: Henry Osagued 073-100-033
(E) DRIVEWAY
(E) DRIVEWAY (2)
718" JACARANDA 3'8 4" JACARANDA 6°8 7 JACARANDA
BUS SHELTER NOTES: PROTECT HARDSCAPE, FEATURES TO REMAIN.
DEMOLISH EXISTING WOOD BUS SHELTER REMOVE AND DISPOSE OF EXITING BENCHES AND TRASH CANS
AND REPLACE WITH NEW BENCHES AND TRASH CANS PER MTD NORTH REMOVE 8" X 8* SUPPORT POSTS AND FOOTINGS STANDARDS.
CONSIKUCI NEW MID BUS SHELTER BY ENICUSTON
MANUFACTURING, INC. THE 15 STRUCTURE WITH FOOTINGS AND STORKE ROAD ANCHORS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION SCALE 1° 5' INSTRUCTIONS.
REPAIR SIDEWALK WHERE POSTS AND FOOTINGS WERE LOCATED
AND MATCH ADJACENT GRADES WITH NEW CONCRETE
Cortoo PREPARED FOR STORKE ROAD / HOLLISTER AVE. TRANSIT,
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SOOTT CNISHUK MEET 19 cr
PROJECT ENGINEER CONSTRUCTION DETAILS
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 79 OF 90
UTILITY CONTACT INFORMATION
GENERAL NOTES FOR EXISTING UTILITIES: GENERAL, NOTES FOR UTILITY CONFLICTS:
ConLE COLE Angoles
1. THESE PLANS SHOW THE APPROXIMATE
LOCATION OF EXISTING UTILITIES AND (805) 690-5122
THE ANTICIPATED UTILITY CONFLICTS THESE WILL BE ADJUSTED TO GRADE FOR THE PROJECT. GOLETA WATER DISTRICT
PRANISCO Contact Richard Armstrong
2. UTILITIES SHOWN AS MARKED BY DIG PAVEMENT ENGINEERING INC.
ALERT DURING MARCH 2022 AND AS
SHOWN ON AVAILABLE RECORD 2. TRAFFIC LOOPS AND DETECTOR HAND COLET LOGS T SANTARY DISTRICT DRAWINGS.
(805) 681-3910
3. PRIVATE CONNECTIONS TO PARKING LOT
LIGHTING IS UNKNOWN. COX COMMUNICATIONS
RECONSTRUCTION OF TRAFFIC SIGNAL Cone so Bento.
4. EXISTING UTILITIES NOT OTHERWISE COMPONENTS.
MARKED FOR ADJUSTMENT SHALL BE
PROTECTED IN PLACE.
МРОс ONTIA DrAD AA VOUN! RECORD DRAWINGS FOR WYNMARK STORKE ROAD. THE CONDUITS ARE -24- (805) 490-5293 SHOW A 48* DIAMETER HDPE STORM CONTRACTO SHAL PE TO
DRAIN ALONG THE WEST SIDE OF SCE DISTRIBUTION
STORKE ROAD. THEY WYNMARK PLANS RELOCATION/LOWERING AS NECESSARY Cons Shann Lo
DO NOT MATCH THE STORM DRAIN
CONFIGURATION IN THE FIELD. UCSB
FIBER PLANS SHOW DIFFERENT STORM IMPACTING CONDUITS. SOER NE SION TELECOM
DRAIN CONFIGURATION WHICH APPEARS
TO MATCH THE FIELD. THE STORM DRAIN (661) 294-1511
WAS NOT POTHOLED SO THE EXACT SCG TRANSMISSION
CONFIGURATION IS UNKNOWN.
C605 68 -20 Garct
WYNMARK PLANS ALSO SHOW A FIRE
LINE ALONO ITC VICOE DIDE UF DIUSAC CONTRACTOR TO POTHOLE, MARK, AND ROAD NEAR THE HOME DEPOT BUILDING. CAP THESE SYSTEMS SO THE OWNER Con cts kal onte one THE FIRE LINE WAS NOT MARKED BY "DIG CAN RECONSTRUCT THE LANDSCAPING ALERT, EXACT CONFIGURATION IS AND IRRIGATION SYSTEMS AFTER THE (805) 681-7945 UNKNOWN. PUBLIC WORKS CONTRACT IS COMPLETE. UCSB
7. PRIVATE IRRIGATION SYSTEMS EXIST Cotat born Loman
WEST OF THE SIDEWALK ALONG STORKE S. CONTRACTER SEAS EO ATENA
KORU AND IN IHE PLANTED MEDIAN CIN
STORKE ROAD. THE CONFIGURATION OF FRONTIER
Contact: Lad Kuzola
COL OTOEIVO IO ONANOT, NO
RECORD DRAWINGS WERE AVAILABLE UTILITY WORK PERFORMED BY OTHERS. (805) 964-8303 DURING DESIGN. THESE SYSTEMS CROWN CASTLE
INCLUUE ELECIRICAL CONTROLS 7. CONTRACTOR TO PROVIDE POTHOLING SPRINKLER HEADS, SUPPLY LINES AND (a) 99M0-al Mots
L OTHER COMPONENTS.
PROJECT LIMITS 8. CONTRACTOR SHALL COORDINATE WITH
ALL UTILITIES PER SPECIAL PROVISIONS.
DEPOT adlater impry 21 - documenta (cor/\productlen dravinge \starke - wtfy confict pion. dag PLOTTED: 1/19/2023 BY: Heery Oreguedo
SOUTH STORKE
PHELPS RD 2 Urtiry Color Code
Red • Ekectric Blue • Potable Water Lines
ХАП
Yellow • Gas-Oil-Steam Green • Sower Lines
VICINITY MAP
No Scale
Orange • Communication and TV Purple = Reclaimed Water Lines UC-1
DESIGN HAO S. Ciste STORKE ROAD / HOLLISTER AVE. TRANSIT, - CHECKED-0
ORFOR SOULE PATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SCOTT ONISHUR EXISTING UTILITY AND rEt' 20 or 30
CHIY C
PROJECT ENGINEER GOLETA PLA SANILARY 303025
CONFLICT PLAN
BID ALTERNATE 1: SHEET NUMBER 80 OF 90
073-440-016
AL HOME DEPOT
ELECTRICAL CONNECTIONS
TO LIGHTS UNKNOWN
10° 6 MELA
ATTENTION ROADWAY CONTRACTOR
SEE GENERAL NOTES FOR UTILITY
- 10~ 10:8 MELA - 16° MELA - CONFLICTS REGARDING LANDSCAPING 24 SC AND SPRINKLERS
8"5° OLIVE CUT SLOPE
DRAINAGE -
EASEMENT 32-PINE sP
18" PINE
5"4" OLIVE 9 ЛАС ()
MATCHLINE 50+50
236
TELEPHONE MANHOLE
STORKE RD. trowings latorke - wifty conflet pion.dag PLOTTED: 1/19/2023 BY: Heery Coequeso UTILITY INFRASTRUCTURE IN CONFLICT: UTILITY CONFLICT NOTES 1 UCSB VAULT I CLEPTUNC/GUMMUNICATIUN LING USB TO REPLACE VAULT WITH A CAP AND MARK IRRIGATION. SEE PROTECT EXISTING STORM DRAN
TRAFFIC-RATED MH AT THIS LOCATION GENERAL NOTES FOR UTILITY NORTH DURING CONSTRUCTION. CONFLICTS.
TELEPHONE/COMMUNICATION LINE ELECTRICAL LINE PROTECT EXISTING FIRE LINE.
2. 3.6 STORKE ROAD
PROTECT UNDERGROUND UTILITIES. PROTECT UNDERGROUND UTILITIES. SCALE 1° = 10° 3 CABLE TV LINE STORM DRAIN DEPTHS ARE UNKNOWN DEPTHS ARE UNKNOWN. 4 IRRIGATION BOX FIRE LINE
UC-2
CHECKED SO PREPARED FOR STORKE ROAD / HOLLISTER AVE. TRANSIT,
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SCOTT CNISHUR EXISTING UTILITY AND rett 21 or 30
CHIY
PROJECT ENCINEER
GOLETA CONFLICT PLAN PALARY 20. 302
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 81 OF 90
sortini wanted
PROTECT GREASE TRAPS JANE AT THE
AND UNDERGROUND MARKETPLACE CUT SLOPE
McDONALDS UTILITIES FOR MODUNALUS. 073-440-018
CONFIGURATION OF STORM
DRAIN LATERAL TO D.I. IS DETAILS ARE NOT SHOWN 4" 6° OLIVE 12° PINE 0134990064 12' OLIVE 6) 14° SPRUCE
MARKETPLACE DR. THE FOOTPRINT OF THE -10 12
1=== WORK.
23 MATCHLINE 50+50 MATCHLINE 53+50
45° JAC 5" JAC
STORKE RD.
NOT ALL UTILITIES EAST OF
e PROPOSED WORK ARE SHOWN
AS THEY ARE OUTSIDE THE SCOPE
OF THE PROJECT. WATER METERS
,35
13, 14, 15
UTILITY INFRASTRUCTURE IN CONFLICT: UTILITY CONFLICT NOTES PROTECT UNDERGROUND UTILITIES. DEPTHS UNKNOWN.
SCE: (TRANSMISSION OR DISTRIBUTION)
IRRIGATION BOX 12 TRANSFORMER PAD AND 23 TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL BOX: ROADWAY CONTRACTOR PROTECT WATER METERS.
JNDERGRUUND ELECIRIC REST TO GRADE OF NEW SIDEWALK TRAFFIC SIGNAL CONTROL WILL BE CHANGED TO TRAFFIC SIGNAL BOX 24 TRAFFIC SIGNAL INTERCONNECT "AUTO SCOPE BY OTHERS. EXISTING TRAFFIC LOOPS NORTH SCE: TRANSFORMER PADS CLEAR OF
WILL BE ABANDONED BY MAINLINE PAVING.
I ELEPHUNE/CONMUNICATUN LINE WYNMARK: GRADING. DEPTH OF UNDERGROUND
RELOCATE BACKFLOW DEVICES CLEAR OF SWEEP FROM STREET UNKNOWN,
OMGAPLOT PREVENICH
MANHOLE STORKE ROAD
CABLE TV LINE PROTECT OR LOWER SIGNAL INTERCONNECT. SEE GENERAL NOTES FOR UTILITY CONFLICTS. SCALE 1ª = 10°
NAICK VAULT
RECONSTRUCT MEDIAN IRRIGATION GOLETA WATER DISTRICT: CURRENT VAULT ELECTRICAL LINE SYSTEM. SEE GENERAL NOTES FOR IN STREET, RELOCATE WATER VAULT TO FIT UTILITY CONFLICTS ON SHEET UC-1. WITHIN EXTENDED SIDEWALK GWSD WATER METERS PROTECT EXISTING MANHOLE RING AND STRUCTURE. UC-3 _ CHECKED SO STORKE ROAD / HOLLISTER AVE. TRANSIT,
No C48052
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SCOTT CNISHUR EXISTING UTILITY AND FEET 22 = 30
PROJECT ENCINEER PANDALARY 20. 3023
Rani. 4021. GOLETA CONFLICT PLAN
BID ALTERNATE 1: SHEET NUMBER 82 OF 90
TOP OF 073-440-018
VILIT COMPANICS
( CUT SLOPE JANE AT THE
WILL REMOVE BUS SHELTER MARKETPLACE
16° SPRUCE 19-
13 14 15-
MATCHLINE 53+50
-E
STORKE RD.
NOT ALL UTILITIES EAST OF
PROPOSED WORK ARE SHOWN
AS THEY ARE OUTSIDE THE SCOPE HOLLISTER AVE.
OF THE PROJECT.
UTILITY INFRASTRUCTURE IN CONFLICTE
UTILITY CONFLICT NOTES
TELEPHONE/COMMUNICATION LINE CABLE TV VAULT 13. 14. 15 17.18 PROTECT UNDERGROUND UTILITIES. COX CABLE TO RELOCATE SCE TO RESET MANHOLE FRAME AND COVER TO MATCH NEW GUTTER CABLE TV LINE TRAFFIC SIGNAL BOX DEPTHS UNKNOWN. CTV PEDESTAL 2 BEHIND NEW
BACK OF WALK AND CTV VAULT NORTH
3 bEHIND NEV BAGA OF CURD. TRAFFIC SIGNAL CONTROL WILL BE CHANGED TO "AUTO SCOPE" BY OTHERS.
ELECTRICAL LINE ELECTRICAL MANHOLE COVER EXISTING TRAFFIC LOOPS WILL BE ABANDONED BY MAINLINE PAVING.
MODIFY ELECTRICAL SERVICE AS NECESSARY ROTATE AND RESET SIGNAL BOX STORKE ROAD TO NEW GRADE. PROTECT OR LOWER SIGNAL INTERCONNECT. SEE GENERAL NOTES FOR SCALE 1ª = 10°
STREET LIGHT TRAFFIC SIGNAL CONTROL
SET FACE OF POLE 2-FEET BEHIND TOP OF CURB. UTILITY CONFLICTS.
CABLE TV PEDESTAL TRAFFIC SIGNAL INTERCONNECT UC-4
HEVERE
_ CHECKED SO PREPARED FOR STORKE ROAD / HOLLISTER AVE. TRANSIT,
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
COTT CNISHUK EXISTING UTILITY AND
PROJECT ENCINEER PLAN ANUARY 20, 2023
Rani. 4021. CONFLICT PLAN
BID ALTERNATE 1: SHEET NUMBER 83 OF 90
073-140-004
571
INTERESTED ONLY INSIDE OF THIS AREA
HOLLISTER AVE.
- -7
- 073-100-033
- - utlity confict pion.dar
STORKE RD.
073-100-025
073-100-024 073-100-033
NORTH
STORKE ROAD
SCALE 1° - 20°
UC-5
DEMON HAO. PREPARED FOR: STORKE ROAD / HOLLISTER AVE, TRANSIT, AT 15062
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SOOTT CNISHUK EXISTING UTILITY AND Get 24 or 30
GOLETA CONFLICT PLAN PLAINLARY 303025
Rani. 40219
BID ALTERNATE 1: SHEET NUMBER 84 OF 90
48+65
R/W
00]
-STO LINE
SECTION A-A
SCALE: 1"=5
53+15
RW
r FG
CFV E UCSB
•100 *STO LINE
NOTES: SECTION B-B
1. THESE UTILITY CROSS SECTIONS SHOW THE LAYOUT OF THE UNDERGROUND UTILITIES AS MARKED IN THE FIELD BY SCALE: 1"=5' 'DIG ALERT IN MARCH 2022, AND AS BELIEVED TO BE LAYED-OUT ACCORDING TO AVAILABLE RECORD DRAWINGS. STORKE ROAD SCALE H: 1° = 5*
2. WITH THE EXCEPTION OF THE STORM DRAIN, WHICH IS SHOWN AT APPROXIMATE DEPTH BASED ON FIELD V: 1ª = 5° MEASUREMENTS AT MANHOLES. THE DEPTH OF THE OTHER UTILITIES IS UNKNOWN.
3. SEE "SPECIAL PROVISIONS" REGARDING REQUIREMENTS FOR THE CONTRACTORS "POT HOLING REPORT'. UC-6 anisters
132003
- CHECKED-O PREPARED FOR STRIPED AND MEDIAN MAVERITE
ORER SURE MATES
SOOTT CNISHUK SET 25 or 30
CHIY UTILITY CROSS SECTIONS
PROJECT ENGINEER ALARY 3032023
GOLETA
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 85 OF 90
54+15
R/W RW
FG
-STO®LNE
SECTION C-C
SCALE: 1=5
55+00
fringe starke - wifty crow sectlen dag PLOTTED: 1/19/2023 BY: Hanry Oregrade 06] § B
"STO LINE
SECTION D-D
SCALE: 1=5
STORKE ROAD
SCALE H: 1° = 5°
V: 1° = 5
UC-7
DEMON HAO. PREPARED FOR STRIPED AND MEDIAN MAVERITE
ORER SURE MATES
SOOTT CNISHUK FEET 26 oF 30
CHIY UTILITY CROSS SECTIONS
GOLETA PLAINLARY 303025
Reat. 4027
BID ALTERNATE 1: SHEET NUMBER 86 OF 90
PARKING R26
R3-7R
R 302-1 RIGHI LANE
SIGNS TO
IR REI REMAIN MUST HOLLISTER AVE
MARKETPLACE DR. TURNRIGHT
CUSTOM
SIGNS TO
REMAIN 10
i@ 10-
STORKE RD.
SEE "PAVEMENT ENGINEERING INC:*
PLANS FOR MAINLINE STRIPING
L=190
9) TRAFFIC STRIPE DETAIL NUMBER
NOTES:
RIGHT LAN L=170'
1. LOCATION OF SIGNS ARE APPROXIMATE AND MAY BE MOVED IN THE FIELD TO MUST ACCOMMODATE OBSTRUCTION. TURNRICH"
CROSSWALKS PER CALTRANS STANDARD A24F, BASIC. WIDTH 10' AND LINE THICKNESS 1. R3-7R
ALL STRIPING AND PAVEMENT MARKING DETAILS AND LAYOUTS SHALL CONFORM TO THE
CURRENT STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA
MUTCD), THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE STATE OF CALIFORNIA STANDARD PLANS, UNLESS OTHERWISE SPECIFIED.
4. LANE DIMENSIONS ARE FROM TOP OF CURB OR EDGE OF PAVEMENT TO CENTER OF
STRIPE DETAIL NORTH
ALL LONG LINE STRIPING SHALL BE PAINT,
ALL PAVEMENT MARKINGS, CROSSWALKS, AND LIMIT LINES SHALL BE THERMOPLASTIC.
7. FOR OTHER STRIPING AND MARKING NOT ASSIGNED A DETAIL NO. IN THE CA MUTCD, STORKE ROAD INSTALLATIONS ARE INDICATED BY SOLID LINES OR FILLED SHAPES. 15230- SCALE 1° = 40°
BIKE LANE GREEN PAINT DETAIL
PD-1
S. Onishuk) STORKE ROAD / HOLLISTER AVE, TRANSIT,
Cortoo PREPARED FOR: 950
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
COTT CNISHUK PAVEMENT DELINEATION WEST 27 or 30
Chato 4021- AND SIGN PLAN
BID ALTERNATE 1: SHEET NUMBER 87 OF 90
ORANGE AREAS ARE HARDSCAPE REMOVAL
DAYLIGHT HOLLISTER AVE
+ "STO" _49
STORKE RD. 8T
BASE, PAVING & HARDSCAPE • SUMMARY OF QUANTITIES
CONCRETE: HARDSCAPE
MEDIAN STAMPED CONCRETE ASPHALT CONCRETE VLO PERIC VORD a 01E
KEMOVAL
FT
DESCRIPTION STATIONING
BUS PAD EXTENSION 'BUS* STA 1+00 TO 2+98 1075.50 0.67 26.69 688.19 0.25 6.37 11.87 688.19 0.25 1075.50 59.75 1806.58 1507.81 0.33 18,43 7.36 2.00 0.55 120.96 1596.37 0.50 29.56 "SW" STA 10+00 TO 10+62.02 316.95 3.87 316.95 0.50
*FL" STA 2+00 TO 4-72 2083,38 0,63 48.23 89.85 1463.61 0,33 17.89 271.81 2.00 20.14 4226.52 234.81 3010.27 MEDIAN MODIFICATIONS "MEO* STA 5+00 TO 10•62.34 1312.85 0.33 16.05 8014,18 0.63 185.51 345.61 $62.34 0,68 13.74 8340,34 463,35 1312.95 0.33 16.05 392.43
SUMMARY
SUBTOTAL 2,388 10,098 17 15.556 1.313
ROADWAY EARTHWORK VOLUMES
1. EARTHWORK VOLUMES FOR THIS PROJECT ARE CALCULATED BY SURFACE SUBTRACTION.
BUS PAD 2. THE VOLUMES ARE CALCULATED SUBTRACTING ORIGINAL GROUND TO RIGHT TURN EXTENSION BOTTOM OF SUBGRADE OR FINISHED GROUND AS APPROPRIATE.
LEFT TURN EXTENSIONS
3. VOLUMES INCLUDE THE VOLUMES OF EXISTING PAVEMENTS AND HARD NORTH SCAPE WHERE THEY EXIST.
EXPORT 219 4. "HARDSCAPE REMOVAL" INCLUDES PAVEMENT OR CONCRETE AREAS
STORKE ROAD
WHERE THEY EXIST. SCALE 1° = 30°
DESIGN HAO _ CHECKED SO PREPARED FOR: STORKE ROAD / HOLLISTER AVE. TRANSIT,
ORER SURE MATES BIKE / PED, AND MEDIAN IMPROVEMENTS
SOOTT CNISHUK FEET 28 oF 30
PROJECT ONENEER QUANTITIES
GOLETA PLAINLARY 303025
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 88 OF 90
short 1 of 1
csb-кp-13-14-45
kaso-ep-18-23
.--10
A Lend
SURVEYING BERNICE
i Sore At REBRE Wader
w-h10-14-20
Senta B
TOPOGRAPHIO MAR
probat
TOPOGRAPHIC
MAP
STORKE ROAD
Welled is 3014. Twee a who is these
paring in dated ions. 6274. Botani carroto county of
marisaa Hissirects.
Cartel palsia (in retar)
9002
2031.11.22 SHEE
30 PLAN DATE
JANUARY 20, 2023
BID ALTERNATE 1: SHEET NUMBER 89 OF 90
073-440-016
MARKETPLACE DR.
073-440-024
1 to 1o t
STORKE RD.
- Extew i
073-100-032
TREE REMOVALS:
• 20° SYCAMORE
5°&6 OLIVE
6° & 10° OLIVE
16° SPRUCE
D00000O 5' &8 OLIVE
14° SPRUCE
5" JACARANDA NORTH
16" SPRUCE
STORKE ROAD
SCALE 1° - 20°
TR-1
HEVEONE
- CHECKED-0 PREPARED FOR: STRIPED AND MEDIAN MAVERITE
ORER SURE PACES
SOOTT CNISHUK FEET 30 or 30
CHIY
GOLETA TREE REMOVAL PLAN ALARY 3032023
Rani. 4021.
BID ALTERNATE 1: SHEET NUMBER 90 OF 90