CITY OF SAN MARCOS
IMPROVEMENT NOTES CONT. IMPROVEMENT NOTES SITE ADDRESS AND ASSESSOR PARCEL NUMBERS
IMPROVEMENT PLANS FOR
CONTINUOUS USE OF STREET SWEEPING MACHINES MAY BE ADVISABLE. ANNUAL SURFACE SEAL (2021) CIP ST001 BORDEN ROAD BETWEEN WOODWARD STREET AND WOODLAND PARKWAY.
28. THN TRACTOR IS SOLELY PONSBESPONSIBLE FOR GRADING OPERATONS OR GRADING DONE. THE ASSESSOR PARCEL NUMBERS: N/A OWNER
Y OF SAN MARC
PROJECT A MACES CAN
CORRIDOR
STORM WATER SUMMARY
* COSE IN WE EYE PON PERET IS ARE IN DIANATON AND/OR
ONTRACTOR SHALL NOTIFY THE ASSIGNED CITY OF SAN MARCOS PUBLIC WORKS INSPECT BURDEN RI -HOURS PRIOR TO IRE BEGINNING OF ANT GRADING/CONSINUCI
32. FIRE HYDRANTS SHALL BE AS FOLLOWS.
MILY DETACHED DWELLINGS" JONES 3700 OR CLOW 2050. ONE 4° W MISSION BLVD
ROCK SPRINGS RD
- MULTI-RESIDENTIAL, COMMERCIAL & INDUSTRIAL JONES 3775 OR CLOW 2065, TWO 4" AND UNE 2 OUTLETS. SHEET INDEX
I SAN MARCOS SHEET NO. DESCRIPTION
TITLE SHEET
SENERAL
POXEEL SETONS OR ADELPHIA COMMUNICATIONS TRAC SONAL MORICA MON PLANS
GENERAL NOTES
PERG VERNMENT CODE SECTION 42I6 4UST. BE ISSUED BEFORE A "PERMIT TO EXCAVATE" IS VALID ROVE THESE PLAN TENNER DOES NOT TORE ANY WORK TO
A DEAL BE SUBMITTED FOR ALL PUBLIMPROVEMENTS PRIOR TO ACCEPTANCE VICINITY MAP THE ENCINFFR-OF_WORK SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES N.T.S.
GENERAL NOTES (CONTINUED)
17. CONTRACTOR SHALL REMOVE AND REPLACE ALL UTILITY BOXES SERVING AS HANDHOLES THAT
ITEM STD DWG SYMBOL
RIGHT OF WAY LINE
SLURRY (TYPE II, 2.5% LATEX 499,637 SF
S. CERN A PROSE ARE TRE ILE WAN AT OT EATING TIMES GRIND AND OVERLAY 60,546 SF PAVEMENT REHABILITATION DIG-OUT 16,455 SF
REMOVES AT THE DEVESLOPERS EXPENSES IN CONFUCT WITH THESE PLANS SHALL BE RELOCATED OR REFERENCE DRAWINGS: ABBREVIATIONS:
19. PRAL BE TED OUT AND REFERENCED UN A SAN SUREVORATED IN THE CONSTRUCTION AREA , REPAIR, ARRIVAL, 9. PRO TRUE IS MEAN CONTRACTOR SEA ARE ARRANGEMENTS FOR A
UNDAY I OUT PID CLINE IS, HO WORK SHAL BE PERFO DINED ON THE
10. TO THE PREONSTRUCTION MEETING, SITE SURVEY AND UTILTY MARK OUT SERICES PRIOR
16. NIGHT OF MARIGATON MAINS OR CONTROL VALVES SHALL BE PLACED MITHIN THE PUBLIC WORK TO BE DONE
NTH THE LATEST HE LATEST EON OF THE FOLDING DOCUMENT TO BE DONE IN ACCORDANCE 3) am or l WAS CAN AN EXCITIN ORANGE CAN COREN BOOK)
18. APROVAL FROM HE ROBLE MARET 4) CITY OF SAN MARCOS TRAFFIC SIGNAL MANUAL FOR NEW SIGNAL DESIGNS AND INSTALLATIONS
STANDARDS PLANS
13. MANHOLES AND PULL BOX COVER SHALL BE LABELED WITH NAME OF COMPANY.
20. ACCURACY OF DESIGN SHOWN HEREOR THE SOLE RESPONSIBILTY OF THE MATHEMATICAL DATA AND MARCOS STANDARD SPECIAL PROVISIONS SUPPLEMENTAL TO 2015 GREENBOOK HE DATE OF PLAN APREAL ON THE OT AN ARE PLANS 15. COLES OTHERE SPECTED ON PLANS OF 1 FOOT VERTICAL SEPARATON TO ALL UTILMES DECLARATION OF RESPONSIBLE CHARGE
ADIONAL AREGRIREMENSION FOR CONFORMANCE MITH CURRENS
SS ANS PROFESSIO MARK N. ARAUJ
23. STRE OF SAN MARCOS PUBLC MARKS DEPARINEN APPROVALE CONTRACTOR AND ARE SUBECT TO RCE 85614 EXP. 09/30/2 DATE: XX/XX/2022
MARK ARALLIO
APPROVED AS RECORD PLAN AND RECOMMEN
Kimley» Horn and Associates, In. 02019 By. noc Etchamendy, City Engineer • 600. San Dieao. Calitornid R.C.E: 81294 Puhlic Works Insector Date mu MARK ARALIO RCE 85614 EXP. 09/30/2022 DATE:
< OF WORk TY APPROVED CHANGES RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SAN MARCOS City Drawing No.
App'd By Date
Description:
IP21-00018
Tartin
5Y 13s0c Eghamency, City Engi ANNUAL SURFACE SEAL (2021) CIP# ST001 _exp: 09/30/2022 09/30/2023
RCE: 631512022 _ Datum: N/A
GENERAL TRAFFIC NOTES: TRAFFIC SIGNING NOTES:
1. A IRAFFIC CONIROL PLAN
2. SIGN POSTS: CONSTRUCTION SHAL BE BORE THE CONTA TO EAR OR HERACLE OF UNRES ANAGED DURING
2.a. SHALL BE, TUBULAR BREAK-AWAY POSTS (TELSPAR OR UNISTRUT), 1 3/4" GALVANIZED STEEL OR EQUAL _ HAVE SEVEN FEET (7) VERTICAL CLEARANCE ABOVE FINISHED GRADE FOR ONE SIGN MOUNTING OR SIX FE • (6) FOR A TWO SIGN MOUNTIN
TRAFFIC STRIPING NOTES: 2C. SHA BOTH SIDES SHALL NOT EXCEED OUTH DIFFERENT MEANINGS) ON EACH SIDE (MAXMUM NUMBER OF SIGNS
SHALL GENERALLY CONFORM TO THE
2. STANDARD PIAN AZAR SPECIFICAT LANES, BIKE LANES OR OTHERMSE, SHALL CONFORM TO THE CALTRANS, "2018 2 BE VE ALERT NO BICKLED WIN MATE SIL, DECOMPOSE CRATE, OR SANG TO THE TOP OF TE NECESSAR E SHRA OR SHAL RUE AL MOAN POOR ME WASH IF
3. SPECS ON THE SO SAN AS HAS DESISTED THE TORE LANE TO •WITH PERSON FAGG AT CO 3 MOTHERE SET NONE IS RACE A SANE AN OUTER REFERE COME SOMEO 0 ) SHALL BE DRILLEI
- OTHER BIKE LANE SYMBOLS SHALL BE EXCLUDED. ALL BIKE
2.g. SHALL BE NEW (USED POSTS ARE PROHIBITED ON NEW SIGN INSTALLATIONS);
2.h. SHALL BE REJECTED IF DAMAGED, BENT OR SPLINTERED;
FORECASE WAN I HORSE AN ARE EMPERATE REUNITE FANT SAL NO BE ACTED ARTS 2.% LOCOR TO SNAL PLACEMENT BY CONTRACTOR AND APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS ASSIGNEE 2K SHAMAN EAR OF CORONAL DISTANCE BETWEEN POST AND BACK EDGE OF ANY WORK IS STARTE ". SEAD AS FALLO "MATERIALS OF THE LATEST EDITION OF THE CALTRANS STANDARO SPECIFICATIONS IS AMENDED TO 2.1. SHALL BE ALUMINUM POSTS FOR STREET NAME SIGNS
2.m. SHALL BE WRAPPED WITH DUCT TAPE AROUND BASE OF BREAKAWAY POST BELOW SUBGRADE.
TRAFFIC STRIPES SHALL CONFORM TO THE 10-OING CALT-ANS IPECLEMATOC VOLATLE ORGANIC *WOOD POSTS USED FOR CLASS || OR |II BARRICADES SHALL BE PAINTED WHITE.
COMPOUND) AND LEAD-BASED PAINTS ARE PROHIBITED].
3. SIGNS:
GLASS BEADS SHALL CONFORM IO CALIRANS SIANDARD SPECIFICATION NO. 8010-51-22 ClYPE I - MOISIURE PROOF)
3.a. SHALL BE ALUMINUM AND HAVE REFLECTIVITY FACING AND MESSAGE WITH AN HIGH INTENSITY DESIGN OR BETTER; GLASS BEADS SHALL BE APPLIED WHEN STRIPING TRAFFIC LINES OR PAINTING LEGENDS.
3.b. SHALL HAVE A MINIMUM OF TWELVE INCHES (12") HORIZONTAL CLEARANCE BEHIND THE CURB FACE;
FORMATION REGARDING TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED FROM THE CALTRANS ENGINEERINC ERVICE CENTER. 5900 FOLSUM BLVD.. SACRAMENTO. CA 95819-4612: (916) 227-700 3.c. FORTY-EGHT INCHES (48") WDE SHALL BE STRAPPED ON THE BACK OF THE SGN WTH SIGN STRAP HARDWARE:
8. ALAN DEANS SHALL INCLUDE RAISED PAVEMENT MARKERS (RPMS) PER THE APPROPRIATE CALTRANS 2018 STANDARD 3.d. LARGER THAN FORTY-EIGHT INCHES (48") WIDE SHALL BE SET ON TWO POSTS;
3.e. SHALL BE MOUNTED ON:
3.e.1. W OR EXISTING STREET LIGHT STANDARDS SHALL USE A 3/4" "BAND IT" STEEL STRAPPING WITH FASTENERS;
3.0.2. SUNS:UM POSTS SHALL USE 2 7/8" POST CAPS FOR SINGLE SIONS AND 2 7/8" COROSS SADDLE FOR TWO RPMS SHALL BE AFFIXED WITH MACHINED APPLIED HOT BITUMEN OR STANDARD SET EPOXY (PART A AND B).
3.f. MOUNTED ON POWER/UTILITY POLES ARE PROHIBITED.
* BLOCK ON , AND ROAD DESCAN ERIC WITH HAS LAPE NCAPAN AND HE REST LONE CASE. ' HE REN SERVE LEE AND ON ME ON SER CO ORDER THE CHOSE PRODE ACTOR HORSES FORE
TY OF SAN MARCOS PUBLIC WORKS DEPARTMENT UPON COMPLETION OF STRIPIN
11. TWO COATS OF PAINT SHALL BE APPLIED ON NEW SURrACES AND ONE ON EXISTING SURFACES.
13. LOADAYS SHALE COBRA HEURES FOR SAFETSANGHANGS STREET LIGHTING STANDARDS WITH GE EVOLVET LED 12 SEAL AT NES SENS NO EDEN HE IS AND PARENT ENDS SEAL DE METALE MATE BARS,.
7. THE CONTRACTOR SHALL NOTIFY THE CITY OF SAN MARCOS' PUBLIC WORKS DEPARTMENT UPON COMPLETION OF SIGNING.
13. OF 4 FEET MIMMUMED CROSSWALKS SHALL BE "CONTENTAL" STYLE MARKED CROSSWALKS WTH A LIMIT BAR SETBACK
8. SING SIGNS SHALL BE SALVAGED AND DELIVERED IO IHE PUBLIC WORKS DEPARIMENI LOCAIED AI ZU1 MAIA WAY
9. SELLO SCENTERINE STRIP GUESS ADJACENT TO MEDIA LIMIT LINE, STOP LEGEND AND A MINIMUM OF 50 OF DOUBLE 15. ACCEPTANCE OF SAD IN SHOEMENT SUBMITTED FOR ALL PUBLIC IMPROVEMENTS PRIOR TO THE ' UNAE ASSE OF THE ROADWAY CURATIN OF ES RED CURE OR TO FAK AN HE SCAN SHAL BE STALEN • MERGER AN EN AN ENE SOLE RESON A OF MARATE APARN NO CRET ATON
10. NHE TERMINUS OF SHE ROAD IS NOT LE FROM NEEN THE STREET EXCEEDS 800 FEET OR WHEN
15. ATHERE ANTED TAN THE PLANETAIL 41 WITHIN THE INTERSECTIONS SHALL BE INSTALLED WITH THERMOPLASTIC, UNLESS SIEN SHOWERIN
11. SPEED LIMIT SIGN INSTALLATION SHALL INCLUDE PAVEMENT LEGENDS.
SO HAN THAT ON SURD S TEN 17. CONTROLSER ARE ONE SEE COLES, MAST ARMS AND
1.5 GRIND 1.0 GRINL AND OVERLAY
OVERLAY (TYP) DA-OUT LIMES AS SATON -2" MIN
ON PLANS , OVERLAY (TYP) EXAMAN
- 4" MIN - 2" MIN|
EX REMAN 2- IT REMAN TO
18 A PEDES FRAN BARRED L CONORANCE TO THE GIN OF SAN DIED PEESTAN ARCADE STANDARD SO -103. A NOT PRACTICAL TO INSTALL SUCH A BARTER, THEN THE NO PEDESTRAN CROSSING (R-), SINS SHAL BE USED BASE TO REMATE - RECOMPACT EXISELATIVE
BASE TORE TE COMPACTION
RF 4" MINIMUN
THICKER THAN EXISTING AC SECTION
GRIND AND OVERLAY DETAIL
JOT TO SCAI
PAVEMENT REHABILITATION
DIG-OUT DETAIL
NOT TO SCALE
Kimley» Horn are boats no. 0192) (SIGNA JURE DATE
TATE OF Phone: 51924416 on Diego orionio 92101 Public Works Inspector MARK ARALIO RCE 85614 EXP. 09/30/2022 DATE:
(PRINTED NAME) LICENSE NO.
SAN MARCOS ARE DEPARTMENT KUr WORK ITY APPROVED CHANGES RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SAN MARCOS City Drawina No No. Description App'd By Date
Description
o Nation. Are Mars IP21-00018
3-17-2: _exp: 09/30/2022 - 6Xp.: 66/30/2022 R.C.E: 81294 09/30/2023 ANNUAL SURFACE SEAL (2021) CIP# ST001 3/17/2022 -Dotum: N/
LEGEND
XX ) EXISIING LANE WIDIH
REMOVE AIS ON TIN F ELON -REMO ON ATO EOSING VELLOW
NEW LANE WIDIH UR LENGIH UF NEW SIRIPING
EXISTING CURB- EXISTING CURB AND GUTTER SETAL, THES SATEN DETATANS PER PEAN RANS.
EXISTING RAISED MEDIAN PLANING DETAIL PER LATEST CALTRANS STANDARD -INSTALL DETAIL 24 STRIPING
INSTALL DETAIL 24 STRIPING-
IRArFIC SIGNAL
PER CALTRANS STANDARD PLAN A24A
211
PER CALTRANS STANDARD PLAN A24A
DETAIL 24 INSTALLATION ON EXISTING RAISED MEDIAN DETAIL YPE VII ARROW PER CALTRANS STANDARD PLAN A24A
THERMOPLASTIC)
NOI IO SCALE SYMBOL PER DETAIL ON THIS SHEET
NUMERAL PAVEMENT MARKINGS PER CALTRANS STANDARD
35 40
PLAN AL4U (PAINI)
SIGNAL PAVEMEN| MARKING PER CALIRANS SIANDARD
- CONTINENTAL CROSSWALK PLAN AL4U (INERMUPLASIIV,
(SEE PLANS FOR COLORS) HEID "AHEAD" PAVEMENT MARKING PER CALTRANS STANDARD - PELARANS STANDARD PLAN A24D (THERMOPLASTIC)
T PLAN AZOD - → PIKE SAEET TH PERSON SIMBOL PAVEMENT MARKING
BIKE LANE U'
&» STANDARD PLAN AT MARKING PER CALTRANS
SLURRY SEAL
DETAITATB PE PCAN RANS GRIND AND OVERLAY PER DETAIL B ON SHEET 2
PA SENT REHABILITATION DIG-OUT PER DETAIL A
BIKE LANE Y'
FACE OF CURB→
CONTINENTAL CROSSWALK DETAIL -FACE OF CURB
THERMOPLASTIC BIKE LANE WITH ARROW PARALLEL PARKING AND BUFFERED BIKE
NOT TO SCALB
PAVEMENT MARKING DETAIL LANE CONFIGURATION
NOT TO SCALE NOT TO SCALE
- RAMP TYP.
-FLARE TYP.
SIGN LEGEND
SPEED RIGHT LANE
* ON GIEN SLAYS MUST
• STANDA RO PEN CALTRANS XX
000
6" WHITE DIAGONAL PAINT оM2-1H 22-1(30) 30-730) 36X30-
12"Х6"
DETAIL 'A' - 35 MPH
TYPICAL DIAGONAL BUFFER HATCHING AND END MARKING DETAIL SCHOOL
NOT TO SCALE SPEED
CONTINENTAL CROSSWALK LAYOUT DETAIL
25 NOT TO SCALE
BIKE
LANE FULL LAND END
BEGIN
R7-9a KOI(VA,
STANDARD PEANG ALTRANS 24"Х30" 48"Х48" 36"X72
- -
2 MIN (SEE PLANS END
FOR DIMENSION)
TOP OF CURB- LANE
CNDO
GUTTER LIP- PARKING AHEAD
6" WHITE DIAGONAL PAINT
W74(R)(CA)
24%30- 303%30* 14-38 36"x36" Wº3AX3(A)
DETAIL 'B' - 40 MPH
IRAVEL LN
TYPICAL DIAGONAL BUFFER HATCHING AND END MARKING DETAIL MEDIAN CURB7
NOT TO SCALE
SHARROW PLACEMENT DETAIL
INSPECTED AND RECOMMENDED
NOT TO SCALE
FOR ACCEPTANCE
Kimley» Horn and Associales, nc. 82019 (SIGNATURE) DATE ATE OF CAL Suite 600, San Diego, California 9210] Public Works Inspector RCE 85614 EXP. 09/30/2022 DATE:
(PRIN IED NAME LICENSE NO. MARK ARAUJO
ne: 619.234.9411 / www
: DEPARIMENI 10. DeSTipiCTY APRONED CHANGES APPRUVED FUR CUNSIRUCIION BENCH MARK CITY OF SAN MARCOS City Drawing No.
App'd By Date
Descriptior
By: IsSoc E IP21-00018
Dote: 3-12 228 Marshal _exp: 09/30/2022 mendy. City s: 0973072023 ANNUAL SURFACE SEAL (2021) CIP# ST001 все 3/17/2022 охр. - Elevrd From: N/A _Datum: N/A
LEGEND
GENERAL NOTES
XX) EXISTING LANE WIDTH
EROSS CURERIC STRIPING WITHIN CONCRETE
NEW LANE WIDTH OR LENGTH OF NEW STRIPING
L=535'
-39A)L=100' PLANING DETAIL PER LATEST CALTRANS STANDARO 69A L= 200'
13/320 SF TRAFFIC SIGNAL
-[5]1=32 R7-90(20 -20/0M2-1H TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A WOODWARD ST 2L=60' (THERMOP| ASTIC)
TYPE VI ARROW PER CAI TRANS STANDARD PLAN A24A
{22 W74(R)(CA) (THERMOPLASTIC)
TYPE VII ARROW PER CALTRANS STANDARD PLAN A24A
(HERMOPLAS IIC)
L=120'(38 NUMERAL PAVEMENT MARKINGS PER CALTRANS STANDARD 40 LAN ALTU (PAIN,
AZA ENEMAL MARKING PER CALTRANS STANDARD
PER CALTRANS STANDARL
(11') PAAN AZAD THERMOPLASTIC)
BORDEN RD (10) BORDEN RD
(11') PER SAEE WITH PERSON SYMBOL PAVEMENT MARKING
24" RCP 4620-5 HARROW PAVEMENT MARKING PER CALTRAN
1(1).
SIRRY SEAI
CRIND AND OVERI AY PER DETAIL B ON SHEET 2
PRIVATE DWYR
-20|R7-90 PON SHET REHABILITATION DIO-OUT PER DETAIL A
1=100 69) 420\W3-3
420|R7-90 439L=205'
L=175 39) L=540 g W74(R)(CA) 22-
WOODWARD ST L=300 32)
221=175
L=60 24)
MARKING NOTES
• PLAN. SEE LEGEND ON PAS SEE FOR MATER CALTRANS STANDARO
DETAIL ON SHE ALL THERMOPLASTIC PAVEMENT MARKING PER
24)L= 1301 3 INSTALL WHITE CONTINENTAL CROSSWALK PER DETAIL ON SHEET 3. 15 1=51'
320 SF 37- VINEYARD RD -5 L=40'
L=515' 39) L=260 (29
(38)L=65 20 EXISTING SIGN TO REMAIN.
1=5100
21| REMOVE AND SALVAGE EXISTING SIGN.
L=60 24)
22 FURNISH AND INSTALL NEW SIGN ON BREAK-AWAY POST.
BORDEN RD 23 FURNISH AND INSTALL NEW SIGN ON EXISTING POST.
STRIPING DETAILS
BORDEN RD INSTAL LANE LINE PATTERN (DETAIL 9) PER CALTRANS STANDARD 1 INSTALL TWO-DIRECTIONAL NO PASSING PATTERN (DETAIL 22) PER * STANDARD PLAN ALO. PATTERN (DETAIL 24) PER CALTRANS
INSTAL DO PLAN AOD PATTERN (DETAIL 29) PER CALTRANS
420104-3 * INSTALL TWO MAY D PLAN A LANE PATTERN (DETAIL 32) PER R/W- 1=200 69A L=42' 5- 2260
L=370'67B 422|R4-11
<20 0м2-1н 220 SF 3- - 3/320 SF CALTRANS STANDARD PLAN ACTION PATTERN (DETAL 37B) PER L21W74(R)(CA) L=100 (38)
23 W73A(L)(CA) ® CALTRANS STANDARD FLAN A LODE PATTERN (DETAIL 38) PER L=285 (39)
L=305' (32 * INANDARD PLAN A DUNE PATTERN (DETAIL 39) PER CALTRANS •L=15 INEYARD RD * INSTALL INTERSECTO PLAN BAKE LANE PATTERN (DETAIL 39A) PER 24L=60' GRAPHIC SCALE IN FEET.
AS THE ENGINEER OF WORK, I HER ON THIS SET i OF CONSTRUSCTON PLANS SHEET T I TR THESE A5-UNT PLAN AND CONSTRUCTED IN SUATA STANDARDS AND
INDENTED AND RECOMMENDED
MARK SALO FOR ACCEPTANCE
Kimley» Horn and Asoles, In. 2019 DATE
SHIE CIVIL RI Dublin Worke Inchector Date RCE 85614 EXP. 09/30/2022 01 R Street Suite 600. San Diego. California 9210 MARK ARALLIO (PRINTED NAME)
DED FOR APPROVAL APPROVED FOR CONSTRUCTIO BENCH MARK CITY OF SAN MARCOS City Drawing No.
FIRE DEPARTMENT OVED CHANGES
Anna Ry Date Description:
Do-000
or Maha Refu
location ANNUAL SURFACE SEAL (2021) CIP# ST001
Marshal Engineer 22 /30/2023
Record From: N/A
RCE. 85614 022 exp: 09/30/2022 Dote: 53016 /2022 s/22 Datum: N/t LEGEND
39 L=105'
EXIS IING LANE WIDIH
~32)L= 200 (10|AL)
E CEDAR ST -20/0M2-1H NEW LANE WIDTH OR LENGTH OF NEW STRIPING -22 R4-11 39 (TOTAL PLANING DETAIL PER LATEST CALTRANS STANDARD 24L=740' 59A L= 100°
TRAFFIC SIGNAL
L=10 39) TYPE IV ARROW PFR CAI TRANS STANDARD PIAN A24A (THERMOPLAS IC)
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A
(THERMOPLASTIC)
TYPE VII ARROW PER CALTRANS STANDARD PLAN A24A
MATCHLINE SEE BELOW LEFT 35 40 NUMERAL PAVEMENT MARKINGS PER CALTRANS STANDARD
EMENT MARKING PER CALTRANS STANDARD
BORDEN RD 15' 12×931
'AHEAD" PAVEMENT MARKING PER CALTRANS STANDARD
PLAN A24D (THERMOPLASTIC)
WITH PERSON SYMBOL PAVEMENT MARKING
ER SHEET
R/W-
HARROW PAVEMEN MARKING PER CALTRANS
181=66
CIR • SLURRY SEAL
CEDAR ST 39 TO TAL
GRIND AND OVERLAY PER DETAIL B ON SHEET 2
-20 R2-1(35) L=55 694- BORDEN
12L=120' 23 R7-90 PA SHEET REHABILITATION DIG-OUT PER DETAIL A 24L=500' 0M1=3/20-
MARKING NOTES
PER CAI TRANS STANDARD
• FLAN SEE LEGEND ON THIS SHE FOR MATERIAL
DETAIL ON SHEET ALL THERMOPLASTIC PAVEMENT MARKING PER
(TOTAL O INSTALL WHITE CONTINENTAL CROSSWALK PER DETAIL ON SHEET 3. - 3280 SF 38 L=150'
39L =160' 69AL = 50' 39L=340 L=48'57 -13240 SF
2L=150° 24L=430° L=40' 29) MULBERRY DR 38)L=150' L TRANS STANDARD PLAN 24E. LIT LINE PARALLE PER -[5]1=34 CROSSWALK SHALL BE 4 AWAY.
LAGUNA DR R7-90|22 22L=140'
01-320 SHES AND INSTALL DIAGONAL BUFFER HATCHING PER DETAIL ON EXISTING SIGN TO REMAIN.
R/W-
FURNICH AND INSTALI NEW SIGN ON RREAK-AWAY POST
-5.5x114
23 FURNISH AND INSTALL NEW SIGN ON EXISTING POST.
MATCHLINE SEE ABOVE RIGHT 18x118 BORDEN RD 20'x178 STRIPING DETAILS 22 INSTALL TWO-DIRECTIONAL NO PASSING PATTERN (DETAIL 22) PER 18'×186' STANDARD PLAN ALDE. PATTERN (DETAIL 24) PER CALTRANS 29) STANDARD PLAN 420B. PATTERN (DETAIL 29) PER CALTRANS R/W-
-20/0M2-1V INSTALL NONAY LAN LANE PATTERN (DETAIL 32) PER 39) L= 195' (TOTAL) 32)-
1 2 38
LAGUNA DR INSTALL WHITE CHANNELIZING LINE PATTERN (DETAIL 38) PER 422 R7-90 -20 87-90 R2-1(40) 20-
2L=425 39L=150=185 33) 13 340 SE
-24L=150' 32)L=260' (TOTAL) INSTALL BIKE LANE LINE PATTERN (DETAIL 39) PER CALTRANS 39)L=110' 1=100 39A 1=26'[5] MULBERRY DR 39A CALTRANS STANDARD PLAN ALODLANE PATTERN (DETAIL 39A) PER 300 SE z
NORTH INSTAL 40) PER CALTRANS STANDARD PLAN ACTON PATTERN
GRAPHIC SCALE IN FEET O
СОРОМ НЕ МИЙ НЕ ВИТРИВА
MARK N. ARAUJO
INCRETE AND RECOMMENDER
FOR ACCEPTANCE ANY DISCRETIONARY APPROVALS) FOR THE PROJECT.
Kimley» Horn Kno Associates, no. e2019 (CICNA TIRE)
птс.
401 B Street, Suite 600, San Diego, California Public Worke Inchector Date UCENSE NO. RCE 85614 EXP. 09/30/2022
APPROVED CHANGES NDED FOR APPROVAI RENCH MARK CITY OF SAN MARCOS City Drawing No.
SAN MAR
App'd By Date Description:
Engineer ANNUAL SURFACE SEAL (2021) CIP# ST001
-exp: 09/30/2022 Record From: N/A
A/2022 exp.:- - Datum: N/A Sheet 5 of
LEGEND
EXISTING LANE WIDTH
-20|R28(CA)
xx' NEW LANE WIDTH OR LENGTH OF NEW STRIPING
29 L=160' (TOTAL) -{20|R7-90
SLANING DETAIL PER LATEST CALTRANS STANDARD
L= 240' -12 TRAFFIC SIGNAL
TOTAL 199
38)L=145' YPE IV ARROW PER CALIRANS STANDARD PLAN A24.
MATCHLINE THERMOPI ASTI
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A
-8]L=150 THERMOPLASTIC
W3-3/207 DE VII ARROW PER CALTRANS STANDARD PLAN A2
R7-90|19h TERMUPLASI
E5'C
UMERAL PAVEMEN I MARKINGS PER CALIRANS SIANDAR
35 40
LAN ALTU (PAINI
MATCHLINE SEE SHEET 5 PAVEMENT MARKING PER CALTRANS STANDARD A24D (THERMOPLASTIC)
ANA A EMERN ASIC, PER CALTRANS STANDARO
BORDEN RD PER SAEET ITH PERSON SYMBOL PAVEMENT MARKING
(TOTAL E9
R/W- SLURRY SEAL
22L=150'
GRIND AND OVERLAY PER DETAIL B ON SHEET 2
-39 L=180' PAY SHEET REHABILITATION DIG-OUT PER DETAIL A L=100 (9) MISSION HILLS CT 120 R7-90
L=635 39
R7-90/20
L=30'(9A)
MARKING NOTES
L=60 39→ O RUAN SEA NE CENT ON PANS SEE ARE MA PER CALTRANS STANDARDO L=130'
(TOTAL) 39- MATCH 2 FETAIL A SHEES ALL THERMOPLASTIC PAVEMENT MARKING PER 55-320-
L= 130 g SHEE HAND INSTALL DIAGONAL BUFFER HATCHING PER DETAIL ON R7-90|20| EN
W4-2|201 19 REMOVE EXISTING SIGN, POST, AND FOUNDATION. 20 EXISTING SIGN TO REMAIN.
1=60 8 7
L=275' 39) SEE SHEET 7
L=350 39)
DANUFACTURE RECOLMENDED ASHES VE ASPAL USING THE
VE RIGHT L=720'(32)
(T27AL) STRIPING DETAILS
• PLAT A DANE LINE PATTERN (DETAIL 9) PER CALTRANS STANDARD (TOTAL)
* CAL TRANS STANDARD PLAN ADASSING PATTERN (DETAIL 22) PER {20|SW24-3(CA) * STANDARD PLAN SIOND PATTERN (DETAIL 29) PER CALTRANS
BORDEN RD
32) CASTRAY STAND ARE PLAN A LANE PATERN (DETAL 32) PER 94=8 (NALTRANS STACHARD FLAN A LO. PATTERN (DETAIL 38) PER L=18'8
L=90 69A
R7-90 20- STANDARD PLAN A LUNE PATTERN (DETAIL 39) PER CALTRANS L=205' (39) *NAL TRANS STANDARD PLAN ALDO LANE PATTERN (DETAIL 39A) PER L=280 39
R7-90/20 GRAPHIC SCALE IN FEET
R4-1/20
NSPECTED AND RECOMMENDEL
OR ACCEPTANC
Kimley» Horn and Associates, no. 82019 SIGNATURE DATE
suite 600, San Diego, California 9210] Public Works Inspector RCE 85614 EXP. 09/30/2022 DATE:
Pone: 519238441100 (PRINTED NAME) LICENSE NO. MARK ARAUJO DesCiPiCY APPROVED CHANGES NDED FOR APPROVA APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SAN MARCOS City Drawing No App'd By Date
Descriptior
By: 15s0c IP21-00018
_exp: 09/30/2022 ANNUAL SURFACE SEAL (2021) CIP# ST001
te: 30/67/2022 exp: - 3/12/0928/2023 Sheet 6
LEGEND
(XX) EXISTING LANE WIDTH
39)L= 40°
xx' NEW LANE WIDTH OR LENGTH OF NEW STRIPING
PLANING DETAIL PER LATEST CALTRANS STANDARO
TRAFFIC SIGNAL
(THERMO PLASON PER CALTRANS STANDARD PLAN A24A
DA (TOTAL
69AL=45 E VI ARROW PER CALTRANS STANDARD PLAN A2
ype VIl ARROW PER CALTRANS STANDARD PLAN A24,
THERMOPLASTIC
35 40 PLAN AZ4 MENT PAVEMENT MARKINGS PER CALTRANS STANDARD
BELOW SAN A PREMENT PLANNO PER CALTRANS STANDARO
MATCHLINE SEE SHEET 6 AN A PAVEMENT MAIN, PER CALTRANS STANDARD
BORDEN RD
Zan PER SAEE WITH PERSON SYMBOL PAVEMENT MARKING
STANDARD PLAN A2 MARKING PER CALTRANS
SLURRY SEAL
-R/W GRIND AND OVERLAY PER DETAIL B ON SHEET 2
L=385' (39- PA SHE REHABILITATION DIG-OUT PER DETAIL A
1=48' 8-
1=30 9)
SR4-1(CA) |20- -320
MARKING NOTES
L=20 22) • FLAN. SEE LEGEND ON PANS SHE ARMA PER CAL TRANS STANDARD 2 FUR SHE D INSTALL THERMOPLASTIC PAVEMENT MARKING PER DETAIL 4 INSTALL YELLOW CONTINENTAL CROSSWALK PER DETAIL ON SHEET 3.
M4300 SF HALL BE 4' AWAY
B GUESS, AND INSTALL DIAGONAL BUFFER HATCHING PER DETAIL ON 38)L= 80' 20 EXISTING SIGN TO REMAIN.
-68)L-55
38 L= 105"
39L=60' -20 R4-4
L=45' 38) 69L=210 DELINEATE RECONNED ADREN ASPAT USING THE L=80 (39 220 sF 4h
L=80'(39 STRIPING DETAILS
2012-(R)
[2 I WIS 2- INSTALL LANE LINE PATTERN (OETAIL 9) PER CALTRANS STANDARD PLAN 1=260'O 29 (TOTAL) 13-S 20-
1=10[5
L =80 (9) ® INSTAL TSADED PLAN ADASSING PATTERN (DETAIL 22) PER 220' SF 4-
L=50 (9) L=95 2T 1=25'[ Th
INST 20. EDGELINE PATTERN (DETAIL 27) PER CALTRANS STANDARD BORDEN RD® RICHLAND RD 38A)L=50' 1 PLAT A DEDIAN ISLAND PATTERN (DETAIL 29) PER CALTRANS STANDARO 39) L= 50° * CALTRANS STANDARD PLAN ALONE PATTERN (DETAIL 32) PER * STANDARD PIAN ANIZING LINE PATTERN (DETAIL 3B) PER CALTRANS 22L=70 68A STANDARD PLAN ADELIZING LINE PATTERN (DETAIL 38A) PER CALTRANS 45]L=10' R7-90/20
MATCHLINE SEE ABOVE RIGHT L=340 39) *9 PLAN A 200E LANE LINE PATTER (DETAIL 39) PER CALTRANS STANDARD RICHLAND RD 10'x20*
1L-200--10 420 R7-90 * CALTRANS STANDARD PLAN AID LANE PATTERN (DETAIL 39A) PER -38L=55 (TOTAL) 5 L=80'(38 ) INSTALL LANE LINE EXTENSION THROUGH INTERSECTION PATTERN (DET R7-9a 20- GRAPHIC SCALE IN FEET
22)L=55' TOTAL ®
-39 L=50' 360 SF 4
PROFESSIONA
MARK ARANO
Kimlev-Horn
Kimley» Horn and Associates, InC. 62019 (SIGNATURE) DATE CIVIL Date DATE:
Public Works Inspecto MARK ARAUJO RCE 85614 EXP. 09/30/2022 TATE OF CALIFORN te 600, San Diego, California 92101 LIcENSE NO. (PRINTED NAME,
BENCH MARK CITY OF SAN MARCOS City Drawing No.
PPROVED FOR CONSTRUCTION
. Description Apo d By Date
BY 15S0C ANNUAL SURFACE SEAL (2021) CIP# ST001 IP21-00018 By too won tire No
R.C.E: 81294 72 12030/2023
3-1722 . 83/09/2022 oxp: 09/30/2022 - Datum: N/A
LEGEND
XX) EXISTING LANE WIDTH
2BL=125 NEW LANE WIDTH OR LENGTH OF NEW STRIPING
/20 SW24-3(CA)
-20 R3-7(R) PLANING DETAIL PER LATEST CALTRANS STANDARD -20 SR4-1 (CA) -69A)L=95'
(59)L=495
39L=30° IKAFFIC SIGNAL
18L=78
YPE IV ARROW PER CALTRANS STANDARD PLAN AL4
-38AL= 30' LONG WAY HERMOPLAS IIC
120 R4-4 69A L= 490' TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A A| =100
(THERMOPLASTIC)
R/N- (TOTAL ®
2TBL=495',
35 40
SIGNAL" PAVEMENT MARKING PER CALTRANS STANDARI
20 X4 / 1412 LAN A24D (THERMOPLASTIC
INE SEE SHEET 7 HEND AHEAD" PAVEMENT MARKING PER CALTRANS STANDARD MATCHLINE SEE BELOW LEFT LAN A24D (THERMOPLASTIC)
BORDEN RD
BIKE SANE WITH PERSON SYMBOL PAVEMENT MARKING
STANDARD PLAN AZ MARKING PER CALTRANS
- T SLURRY SEAL
R/W-
32)L=845' GRIND AND OVERLAY PER DETAIL B ON SHEET 2
L=50 69A PON SET REHABILITATION DIO-OUT PER DETAIL A
(715A0)
- 8 L=120' {20|R7-90 20 R2-1(40)
MARKING NOTES
L PLAN. SEE LEGEND ON ANS SNEE ARMA PER CALTRANS STANDARD [2 DETAIL ON SHEET ALL THERMOPLASTIC PAVEMENT MARKING PER & SHEESH.AND INSTALL DIAGONAL BUFFER HATCHING PER DETAIL ON 20 EXISTING SIGN TO REMAIN.
19L=625 69AL=625
(32L=490° 38)L= 75'
+8/L=80 STRIPING DETAILS
INALTRANS STANDARD PLAN ADASSING PATTERN (DETAIL 22) PER -R/W
ET STANDARD PLAN A UNE PATTERN (DETAIL 27B) PER CALTRANS - 3- STANDARD PLAN SLOD PATTERN (DETAIL 29) PER CALTRANS MATCHLINE SEE SHEET 9 32 CALTRANS STANDARD PLAN A LANE PATTERN (DETAIL 32) PER MATCHLINE SEE ABOVE RIGHT 12'x135 10 BORDEN RD
11'x182' 38
14' 25'x80° CASTANS STANDARD PLAN ANE PATTERN (DETAIL 38) PER 13'x135' 68A
CASTRANS STANDARD PLZ ALE PATTERN (DETAIL 38A) PER
42 39
439A [=115' STANDARD FLAN ELUDE PATTERN (DETAIL 39) PER CALTRANS 39L=120'
- 8 1=18' CAL TRANS STANDARD PLAN A200 LANE PATTERN DETAIL 394) PER 9AL=50°
7B L=115
CRANK ST 39 L=435' L= 205'694 20 R81(CA
22)L=100' 69L=425 (T05AL)
29 L=120' E7BL=425
LAC 481=66
GRAPHIC SCALE IN FEE O
NORTH
PROFESSIONAL BEST OF MY
IK N. ARA AS-BUILT INSPECTED AND RECOMMENDED
ANY DISCRETIONARY APPROVAL(S) FOR THE PROJECT.
Kimley» Horn Kand Assodiates, InC. 02019 (SIGNA lURE) DATE Public Works Inspector RCE 85614 EXP. 09/30/2022 A:
it 0 nine onionio 92101 MARK ARAUJO
(PRINTED NAME) LICENSE NO.
BENCH MARK CITY OF SAN MARCOS City Drawing No
SAN MARES FIRE DEP CITY APPROVED CHANGES
ADD d By Date
Description:
on Mahad Rams IP21-00018
By von lone, location:
09/30/2023 ANNUAL SURFACE SEAL (2021) CIP# ST001
301-22 _exp: 09/30/2022 20/202. 0302002 Ensord From: N/A LEGEND
xx') EXISTING LANE WIDTH
NEW LANE WIDTH OR LENGTH OF NEW STRIPING
PLANING DETAIL PER LATEST CALTRANS STANDARD
38)L=100' KELLEY WY 32)L=140'
TRAFFIC SIGNAI
59AL=100' -32 L=105' • EL TORO LN •PER CALTRANS STANDARD PLAN A24A 88%3 PALOMINO DR 27L =160
YPE VII ARROW PER CALTRANS STANDARD PLAN A241
THERMOPLASTIC
NUMERAL PAVEMENT MARKINGS PER CALTRANS STANDARD
3540
PLAN AZ4C (PAINI)
SEE SHEET 8 "SIGNAL" PAVEMENT - MARKING PER CALTRANS STANDARD = 10x134 PLAN AZ4D (IHERMUPLASIC)
MATCHLINE SEE BELOW LEFT PLAN A240 THERMOPLASING PER CALTRANS STANDARO BORDEN RD PER SAE 3TH PERSON SIMBOL PAVEMENT MARKING
x182
STANDARD PAVAN AT MARKING PER CALTRANS
SLURRY SEAL
-39AL =50' GRIND AND OVERLAY PER DETAIL B ON SHEET 2
1=110 2z -39L=220' DA SHEET REHABIITATION DIO-OUT PER DETAIL A L=90' (38) 48/L=12'
L=90 694) PALOMINO DR 67BL =160' AMBER DR
TIERRA DURA CT
MARKING NOTES
MO PLAN. SEALE GEND ON PAIS SENT FOR MAPER ACAL TRANS STANDARD WOODLAND 12 DETAIL A SHEET ALL THERMOPLASTIC PAVEMENT MARKING PER PKWY 1180 St 4 INSTALL YELLOW CONTINENTAL CROSSWALK PER DETAIL ON SHEET 3. 300 sF [4h
& SHET , AND INSTALL DIAGONAL BUFFER HATCHING PER DETAIL ON 20 EXISTING SIGN TO REMAIN.
BORDEN RD
STRIPING DETAILS
EL NORTE PARKWAY INSTAL STANDARD PLAN ADASSING PATTERN (DETAIL 22) PER R/W-
I INSTAL RICHAN AE UNE PATTERN (DETAIL 27B) PER CALTRANS * INSTALL TWO WAY LEFT AURA LANE PATTERN (DETAIL 32) PER 44360 sF
® CAL TRANS STANDARD PLAN AUNE PATTERN (DETAIL 38) PER
WOODLAND PKWY 44300 sF (*9 STANDARD FLAN A UNE PATTERN (DETAIL 39) PER CALTRANS INSTALA STANDARD PLAN ALD LANE PATTERN (DETAIL 39A) PER
WEI DES MARIAS DARW
R7-9
81A(CA
420w3-3
GRAPHIC SCALE IN FEET
O PROFESSIONL
CONG AL A ROSITE STANDAROS AND
K N. ARAI
ISPECTE
Kimley» Horn Kimly Hom I C. 2019 (SIGNATURE) DATE
DATE.
SAT CIVILe Public Works Inspector Date RCE 85614 EXP. 09/30/2022 San Diedo. California 92101
HENCE NO
RANI MADE CITY OF SAN MARCOS city Drawina No
PROVED CHANGES APPROVED FOR CONSTRUCTION
No Descrintior ADD'd By Date Description:
By Mechad Rf IP21-00018
By 1 1a By. La chamendy ANNUAL SURFACE SEAL (2021) CIP# ST001 : 06/30/2022. R.C.E: 81294 109/30/2023 Record From: N/A 347-22 :C. 856140 ex: 09/30/2022 Be: 680%/1/2092 _Datum: N/A
POLE AND EQUIPMENT SCHEDULE
*CONDUCTOR SCHEDULE EXISTING PHASE DIAGRAM
STANDARD SIG MTG POLE LOCATION
CONDUIT RUNS RSNS REMARKS
TYPE HEIGHT SIG. M.A. LUM. M.A. LUMINAIRE VEHICLE PED PHASE QUAD CABLE SIZE 26-4-100 2-MAS SV-1-T SP-1-T EXISTING Woodward St 3 CSC POLE A 02,05, 02P, 08PPB WOODWARD ST TV-1-T EXISTING POLE B ф7, Д8Р, Ф2РРВ 19-4-80 2-MAS SV-1-T EXISTING Borden Rd POLE C 184,07, 04P, 02PPB TV-2-T SP-1-T EXISTING
POLE D 181,02, 02P, 04PPB 26-4-80 2-MAS SV-1-T EXISTING Woodward St POLE E 81,06, 06Р, Ф4РPВ TV-2-T SP-1-T EXISTING
EX. 2"C, 1-DLC-
POLE F Ø3, Д4, Д4Р, Ф6РРВ 24-4-80 2-MAS SV-1-T SP-1-T FYISTING Rorden Ro BURDEN RO POSED SPEED =30 MPH
PULL G 03,08, 08Р, ФБРРВ WOODWARD ST POSTED SPEED = 35 MPH (NORTH) 40 MPH (SOUTH) TV-2-T SP-1-T EXISTING 12 CSC 05,06, 06Р, Ф8РРВ * ALL EQUIPMENT IS EXISTING.
TOTAL S CSC I I ESC CABLES
SIGN LEGEND 1(12)
#10 SAFETY LIGHTING
*DETECTOR ASSIGNMENT
GROUND
55(105) 8)
SERVICE DE IEGIOr PHASE FIELD TERMINAL
2 ADV T2 - 5&l
FX. 2"C. 1-DLO
2 ADV T2 - 788
NO U TURN VIDEO
VIDEO
R73-S(CA)
TYPE B -EX. R3-4 VIDEO
DLU
QUADRANT 4 ADI 14 - 9810
50 PUSH BUTTON LOCATION VIDEO
(TOP VIEW)
VIDEO
CB#6
6 ADV 13 - b&0
TOTAL DLCS i
r6 2"C. 4-D(
6 ADV 13 - 788
EVP CABLE
15#5
6 BIKE T3 - 9&10
VIDEO CABLE BORDEN RD 1-DLC,
5x40. 170L
6 RT 73 - 11&12
CONDUIT SIZE (INCHES) •-- / NEW 1-DIC_
JAU T5 - 182
CONDUIT FILL% 26
* ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED 1H66 (5') T5 - 384 (5.5)
T2 - 182
(PVC) = POLYVINYL CHLORIDE ® IT TRE (11') (11')
8 ADV T5 - 9810
(RMC) = RIGID METAL CONDUIT
[3(TYP.) (11') 10 06 11) VIDEO
(11')
VIDEO
(10') 4АВ (TYP.)
05<4 15) •1 (10') 112U T8 - 4 & COM 6
200T LINE" (10 ) ø5 •EX. R3-4—
112L T8 - 5 & COM 6
(11°) (11') PPB 113U T8 - 7 & Сом 9
(11')
EVA 02+0502
PPB 18 - 8 & сом 9
(11') (11')
-(11')= EVA 2+5 T9 - 4 & СоМ 6
(5'). EVB 4+7 T9 - 7 & Сом 9
- (5')
EVC 1+6 19 - 5 & СоМ 6
SIC TO _EX. 2"C, 2-DLC T9 - 8 & COM 9
-R/W- --
R/W- FLASH SENSE
114U T8 - 10 & COM 12
-EX. 2°C, 2-DLC 7 EX. 3"C, 3.00, 6. 72 ST TO -
/2 SMF OC.
2 6PR#22 SIC VINEYARD RD BORDEN RD AND VINEYARD * ALL LOUIPMEN IS EXISING UNLESS NE:
(• ) = NEW DETECTION CARD
CONSTRUCTION NOTES EVB $4+87 - EX. 3°C. 72 SMF00
1] EX. 332 CONTROLLER CABINET WITH 2070LX INTELIGHT CONTROLLER AND THE FOLLOWING TRAFFIC EVD Ø3+08 IGNAL EQUIPMEN EX. R3-4-
12 /LEX. 2"C, 1-DLC
(7) (11") (10) (11) (7)
[2] EX. TYPE ITT SERVICE PEDESTAL TO REMAIN.
3] FURNISH AND INSTALL 6' DIAMETER TYPE E VEHICLE DETECTION LOOP PER CALTRANS RSP ES-5E IMIT LINE LOOPS SHALL BE MODIFIED TYPE "E" LOOPS PER CITY OF SAN DIEGO DRAWING SDE-104 AND BE PLACED 1' FROM LIMIT LINE. SCALE: 1"=20'
I FURNISH AND INSTALL 6'X 4' TYPE Q BICYCLE DETECTION LOOP PER CALTRANS RSP ES-5B. [5] FURNISH AND INSTALL #5 PULL BOX.
16 FURNISH AND INSTALL PVC CONDUIT. SIZE AND CONTENT PER PLAN [Z PROTECT IN PLACE VIDEO DETECTION CAMERA AND CABLE TO CONTROLLER CABINET.
RUSSIONAL
80(0 AS-BUILT
INSPECTED AND RECOMMENDED
(SIGNATURE) DATE
SITE OF CALIFORN Public Works Inspector Date EXP. 09/30/2022 DATE:
(PRINTED NAME) MARK ARAUJJO RCE 85614
LICENSE NO
APPROVED FOR CONSTRUCTION BENCH MARK CITY SAN MARCOS
KEUUMMENDED RUN APPRUVAL City Drawing No
SAN MARCOS FARE DEPARTMENT No. Descrie CITY APPROVED CHANGE App'd By Date Description
TRAFFIC SIGNAL MODIFICAJION PLAN FOr
IP21-00018
Marshal soc Etchamendy, City Eng 09/50/202 ANNUAL SURFACE SEAL (2021) CIP# ST001 •E 1/311202 C.E: 81294 Record From: N/A BORDEN ROAD AND WOODWARD STREET Rote: 3/17/2022 Datum: N/A Sheet 10 o
2/11/22
*CONDUCTOR SCHEDULE EXISTING PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE
STANDARD SIG MTG POLE LOCATION
POLE OR CONDUIT RUNS VINEYARD RD TYPE HEIGHT SIG. M.A. LUM. M.A. LUMINAIRE VEHICLE PED QUAD RSNS REMARKS PHASE
1 /3 4 SV-1-T (2) Vineyard Rd
CABLE SIZE 24-4-80 2-MAS SP-1-T EXISTING
3 CS| POLE A 82,05, 02P, 08PPB ® TV-2-T SP-1-T EXISTING POLE 7,88,08Р, 82РРВ C 24-4-80 2-MAS SV-1-T SP-1-T EXISTING Borden Rd POLE C 84,87,04P, 02PPB TV-2-T SP-1-T EXISTING
POLED 81,82, 02P, 04PPB 26-4-80 40° 2-MAS SV-1-T (2) SP-1-T EXISTING Vineyard Rd POLE E 81,06, 06P, 04PPB TV-2-T SP-1-T EXISTING
POLE F 03,84, 84Р, Ф6РРВ 19-4-80 2-MAS SV-1-T SP-1-T EXISTING Borden Rd RORDEN RD POSTED SPFFD = 35 MPH
POLE G 83,88,08Р, 06РРВ VINEYARD RD POSTED SPEED = 40 MPH TV-2-T SP-1-T EXISTING 12 CSO POLE H 85,06, 06Р, 88РРВ ALL EQUIPMENT IS EXISTING.
TOTAL 3 CSC / 12 CSC CABLES 222/22
SAFETY LIGHTING
GROUND
SERVICE *DETECTOR ASSIGNMENT
DETECTOR PHASE SLOT FIELD TERMINAL
2 ADV I2U T2 - 5ff
16 2"C, 1-DLC 2 ADV T2 - 788
84A 2 BIKE
I3L 72 - 11812
TYPE B -[6l2'C, 4-DLC H5#5 2 RT 140° T4 - 182
DLC
2"C, 1-DLC [6- QUADRANT T4 - 384
BORDEN RD
PUSH BUTTON LOCATION T3 - 182
1 (TOP VIEW) VIDEO
4 ADV
EX. R3-4-
TOTAL DLCS 40 60 40 60 4• - (5) 4 BIKE VIDEO
17 EVP CABLE (23.5') VIDEO
(11') VIDEO
VIDEO CABLE EVC 01+06
CONDUIT SIZE (INCHES) RNc RiC EX. R73-3 6 ADV J2u° T3 - 586 (11') (TYP.) 3]
CONDUIT FILL (%) 23232630 (12.5') 6 RT JAU O T5 - 182
1 QUIT AND CONDUCTORS ARE EXISTING UNESS OTHERWISE NOTED 75 - 3864 LIMIT LINE™ (14") 05 G 110 ° T2 - 1862
(RMC) = RIGID METAL CONDUIT
-EVA 02-05 • ADV VIDEO
(24.5')
EX. R61-5 (MOD) VIDEO
(13.5') $2-3
(TYP.) -20 VIDEO
--(6')- -EX. 2"RMC 72 STRAND SMFOC, VIDEO
6PR#22 SIC
I12U 18 - 4 & COM 6
02.155 - EVB 04+Ф7
EX. 22 SIC TO BORDEN RD AN I2 STRAND SMFOC . 1121 T8 - 5 & COM 6 4557 #5577
WOODWARD ST. 2"C, 2-DLC [БY 2"C, 2-DLC 6- T8 - 7 & COM 9 2"C, 6-DLC EI
— R/W- T8 - 8 & COM 9
EX. 2"RMC, 72 STRAND SMFOC, 2+5 J12U T9 - 4 & COM 6
6PR#22 SIC
J13U T9 - 7 & COM 9
A
EVC J12L T9 - 5 & COM 6
#5 CB SIGN LEGEND
FVD 03+08 T9 - 8 & COM 9
FLASH SENSE T8 - 10 & COM 12
ALL EQUIPMENT IS EXISTING UNLESS NOTED:
= NeW DElECIION CARD
CONSTRUCTION NOTES
AX. 33ING TRATIC SIAN EQUIPM 30. INFELICHT CONTROLLER AND THE NO U TURN . FURNISH AND INSTALL RENO MODEL 1101 VEHICLE LOOP DETECTOR CARDS. (7) R3-4 R61-5(MOD) R73-3(CA)
6. B. TRATION VINO DETECTION CARO. S) TRAFICON VIDEO DETECTION CARDS. (10') & (5.5) 851 (10') (10')
POWER DISTRIBUTION ASSEMBLY #2
• EX.
2. EX.
10 FDU
[2] EX. TYPE III SERVICE PEDESTAL TO REMAIN.
[3] FURNISH AND INSTALL 6' DIAMETER TYPE E VEHICLE DETECTION LOOP PER CALTRANS RSP ES-5B. | IMIT I TNE 1 0OPC SHALL BE MODIFIED TYPE "E" LOOPS PER CITY OF SAN DIEGO DRAWING SDE-104 AND BE PLACED 1° FROM LIMIT LINE
[I FURNISH AND INSTALL 6' X 4' TYPE Q BICYCLE DETECTION LOOP PER CALTRANS RSP ES-5B. SCALE: 1"=20' 15 FURNISH AND INSTALL #5 PULL BO>
LEI FURNISH AND INSTALL PVC CONDUIT. SIZE AND CONTENT PER PLAN. 160° LINE* Z PROTECT IN PLACE VIDEO DETECTION CAMERA AND CABLE TO CONTROLLER CABINET.
PROFESSION. I SAT OF CHONSTRUCT PLANS, SHET IT
AS-BUILT NSPECTED AND RECOMMENDE AN DOSE OUT AROUND FOR HE ROGERIE AL RAPATE SANAOS NO NO. 86675 OR ACCEPTANC
DATE
Public Works Inspector Date
LICENSE NO. MARK ARALIO
(PRINTED NAME)
CITY APPROVED CHANGES APPROVED FOR CONSTRUCTION BENCH MARK CITY SAN MARCOS ( )- Citv Drawina No
No. Description App'd By Date
Description:
TRAFFIC SIGNAL MODIFICATION PLAN FOR
BY CHESTA or Macho, Re IP21-00018
J. LAMBA: P/31/2023 ael, Senior Civil ANNUAL SURFACE SEAL (2021) CIP# ST001 56/30/2022 mendy, City Enging/30/2023 Record From: N/A
Be 590/202 _ exp.:_
Dote: 07/81/2022 3/17/22 Datum: N/A BORDEN ROAD AND VINEYARD ROAD Sheet 11 of
EXISTING PHASE DIAGRAM MULBERRY DR POLE AND EQUIPMENT SCHEDULE *CONDUCTOR SCHEDULE
STANDARD SIG MTG POLE LOCATION
RSNS REMARKS
CONDUIT RUNS TYPE HEIGHT | SIG. M.A. LUM. M.A. LUMINAIRE VEHICLE PED PHASE QUAD
POI FOR
CIRCUIT 421 ALA 19-4-80 2-MAS Sv-1-l SP-1-1 EXISTING Mulberry Drive
CABLE SIZE
TV-1-1 SP-1-T EXISTING
3 CSC POLE A
01, 2P, $4PPB 26-4-80 2-MAS SV-1- SP-1-1 EXISI ING Borden Road POLE R
40 TV- 1-| SP-1-T
BANJO CT Mulberry Drive
26-4-80 2-MAS SV-1-] SP-1-1 ExISIING
POLE D 03.04P 06PPB 45
TV-1- SP-1- EXISTING
POLE E
POLE F 05, 06Р, A8PPB 24-3-80 2-MAS SV-1-T SP-1-T EXISTING Borden Road BORDEN RD POSTED SPEED = 35 MPH (WEST), 40 MPH (EAST)
82,85, 02Р, Ф8РPВ MULBERRY DR POSTED SPEED = 45 MPH TV-1-T SP-1- EXISTING PULL G
12 CSC POLE H 87, Ф8Р, 82PPB • ALL EQUIPMENT IS EXISTING.
TOTAL 3 CSC / 12 CSC CABLES
SAFETY LIGHTING
GROUND *DETECTOR ASSIGNMENT
SERVICE SIGN LEGEND DETECTOR PHASE FIELD TERMINAL
4 ADV I6U T4 - 9810
4 BIKE I7L T6 - 3884
4 RT T6 - 526
so to 3o (11.5')(10.5') (10') (10.5') (11 T6 - 788
TYPE B
DLC (5.5') QUADRANT J5U 75 - 580
R3-8b (MOD) PUSH BUTTON LOCATION
o ADV VIDEO
(TOP VIEW)
6 ADV VIDEO
6 BIKE VIDEO
TOTAL DLCS VIDEO
EVPE CABLE NO U TURN VIDEO
VIDEO CABLE R73-6(CA) JoU•
K/3 3(CA) _8 ADV 15 - 9810
CONDUIT SIZE (INCHES)
CONDUIT FILL (%) 14 28 | 41 49 14 - Sa0
* ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED T6 - 11&12 (o) = NEW 2"c [БН
(PVC) = POLYVINYL CHLORIDE 2 ADV VIDEO
BORDEN RD BH
CB #6 2 ADV VIDEO
(RMC) = RIGID METAL CONDULI
2 BIKE VIDEO
15/5 VIDEO
(6)
JIU VIDEO
(14') PPB 112U T8 - 4 & COM 6
(14')
- 5 & COM 6
T8 - 7 * COM 9
-EVD ø3+08 (13 03 (10")
(VARIES) (TYP.) AB- TR - 8 & COM Q
- R73-6(CA
2+5 - 7 9 COM Q
14 03(10") 4+7
T9 - 7 & COM 9
R73-3 CA -AB (TYP.) T9 - 8 & COM 9
JISL
(11') CANTLE O (12')
EVB 84+07- 04 <1+ JISL T9 - 8 & COM 9
-EVC ø1+06 (5') T8 - 10 & COM 12
FLASH SENSE
* ALL EQUIPMENT IS EXISTING UNLESS NOTED:
•) = NEW DETECTION CARD
•K/W
#5 51 162'C, 1-DLC
2"C, 5-DLC 6-
CONSTRUCTION NOTES
332 CONTROLLER CABINET WITH 2070 X INIELIGH CONTROLLER AND IME FOLLOWIN
I TRIC SOCIAL EER ENT
752 OPTICAL
[Z] EX. TYPE III SERVICE PEDESTAL TO REMAIN.
(5.5') (21.5') (10.5' )(10.5') (11') (5') (10") SCALE: 1"=20° CAL TRANS RS • LIMIlLIN' LOUrS SHALL bE MODIRIED lIrE LOOPS PER CLIY OR SAN DIEGU DRAWING SUC-104 AND BE FLAUEUEI FROM LIMIT LINE.
E PUP ES-BO INSTALL 6' X 4' TYPE a BICYCLE DETECTION LOOP PER CALTRANS AS THE ENGINEER OF WORK, i HEREBY CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE _ N1] CONFERLANE I HESE ASBURNS RUINE CONSTRUCTION PLANS, SHEET 1 [5] FURNISH AND INSTALL #5 PULL BOX. A INCLUDING ALL APPROPRIATE STANDARDS AN
AS-BUILT INSPECTED AND RECOMMENDED
LE] FURNISH AND INSTALL PVC CONDUIT. SIZE AND CONTENT PER PLAN. ANY DISCRETIONARY APPROVAL(S) FOR THE PROJECT. 1 10 08530 FOR ACCEPTANCA
IZ PROTECT IN PLACE VIDEO DETECTION CAMERA AND CABLE TO CONTROLLER CABINET.
SIGNATURE) DAIE
8] FURNISH AND INSTALL #5 PULLBOX WITH STUB OUT FOR FUTURE SPEED AND COUNT DATE:
DATE OF CALFONI Public Works Inspector Date
(PRINTED NAME) MARK ARAUJO RCE 85614 EXP. 09/30/2022
BENCH MARK CITY SAN MARCOS City Drawing No.
CITY APPROVED CHANGES KECOMMENDED FOR APPRUVAI
SAN MAROUS FIRE DEPARIMEN
App'd By Date
Description TRAFFIC SIGNAL MODIFICATION PLAN FOR:
By: CHRIS or Mola B ANNUAL SURFACE SEAL (2021) CIP# ST001 IP21-00018 IAN J. I AMBARTH.
86675 - exp: 03/31/2023 81294 Record From: N/A
RCE. BORDEN ROAD AND MULBERRY DRIVE
3/1/2002 _Datum: N/A heet 12 o
Date: 01/31/2022 3/7/іг