HomeMy WebLinkAboutDWG 552-3; 6013-25; 2025 Concrete Repairs Project; 01-26"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY
OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN.
FIRM:
ADDRESS:
CITY, ST.:
TELEPHONE:
BY:DATE:
R.C.E. NO.:
REGISTRATION EXPIRATION DATE:
LEGEND
DESCRIPTION SYMBOL
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
CONSTRUCTION PLANS
FOR
CARLSBAD 2025 CONCRETE REPAIR PROJECT
PROJECT NO. CIP-6013-25
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
KEITH BLACKBURN - MAYOR
PRIYA BHAT-PATEL - MAYOR PRO TEM
MELANIE BURKHOLDER - COUNCIL MEMBER
KEVIN SHIN - COUNCIL MEMBER
TERESA ACOSTA - COUNCIL MEMBER
GEOFF PATNOE
CITY MANAGER
PAZ GOMEZ
DEPUTY CITY MANAGER, PUBLIC WORKS
SHEET INDEX
TITLE SHEET
GENERAL NOTES AND DETAILS
KEY MAP
CURB RAMPS IMPROVEMENT PLAN
1
2
3 - 4
5 - 26
ABBREVIATIONS
C&G CURB AND GUTTER
CI CURB INLET
CMH COMMUNICATION MANHOLE
E EAST/EASTING
EX EXISTING
EPB ELECTRICAL PULL BOX
FH FIRE HYDRANT
GV GAS VALVE
ICV IRRIGATION CONTROL VALVE
LS LANDSCAPE
N NORTH/NORTHING
NE NORTHEAST
NW NORTHWEST
PED PEDESTRIAN
PR PROPOSED
R/W RIGHT-OF-WAY
S SOUTH
SE SOUTHEAST
SW SOUTHWEST
SMH SEWER MANHOLE
SDGE SAN DIEGO GAS AND ELECTRIC
SDMH STORM DRAIN MANHOLE
SL STREET LIGHT
SW SIDEWALK
TS TRAFFIC SIGNAL
TSPB TRAFFIC SIGNAL PULL BOX
W WEST
WV WATER VALVE
KAYLAN BURKE, PE
KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET SUITE 600
SAN DIEGO, CALIFORNIA 92101
619-234-9411
4/10/2025
92759
12/31/2025
CITY OF
CARLSBAD
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
GENERAL NOTES
CONSTRUCTION STAGING NOTES
1.CONTRACTOR SHALL PREPARE AND SUBMIT PLANS TO THE CITY OF CARLSBAD SHOWING ALL
PROPOSED TRAFFIC CONTROL LAYOUTS AND STAGING AREAS PRIOR TO ISSUANCE OF THE
NOTICE TO PROCEED.
2.NO OVERNIGHT STORAGE OF EQUIPMENT, CONSTRUCTION MATERIALS, OR EXCAVATED
MATERIALS (INCLUDING DEBRIS) SHALL OCCUR WITHIN NATIVE VEGETATION AREAS OR PUBLIC
PARKING SPACES. STAGING AND STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS
SHALL OCCUR IN INLAND AREAS AT LEAST 50 FEET FROM COASTAL WATERS, DRAINAGE
COURSES, AND STORM DRAIN INLETS, IF FEASIBLE. CONSTRUCTION IS PROHIBITED OUTSIDE OF
THE DEFINED CONSTRUCTION, STAGING, AND STORAGE AREAS. STOCKPILES SHALL BE LOCATED
AWAY FROM DRAINAGE COURSES, COVERED AT ALL TIMES AND CONTAINED WITH RUNOFF
CONTROL MEASURED.
3.STORAGE AND STAGING AREAS SHALL BE LOCATED IN A MANNER THAT HAS THE LEAST IMPACT
ON VEHICULAR AND PEDESTRIAN TRAFFIC.
4.STAGING SITE(S) SHALL BE REMOVED AND/OR RESTORED IMMEDIATELY FOLLOWING
COMPLETION OF THE DEVELOPMENT.
5.TRAFFIC CONTROL SHALL NOT BLOCK MORE THAN 1 LANE AT A TIME PER INTERSECTION,
LOCATIONS WITH CROSS GUTTERS INCLUDED.
STRIPING AND TRAFFIC SIGNAL GENERAL NOTES
1.SEE SEPARATE PLAN SET DESIGNED BY CITY FOR PROPOSED STRIPING AND PAVEMENT
REHABILITATION ALONG PROJECT CORRIDOR.
2.ANY STRIPING, PAVEMENT MARKINGS, AND/OR REFLECTIVE MARKERS THAT ARE DISTURBED
DURING CONSTRUCTION SHALL BE REPLACED IN KIND WITHIN LIMITS OF IMPROVEMENTS.
3.THIS PROJECT SCOPE OF WORK EXCLUDES ANY TRAFFIC SIGNAL OR PEDESTRIAN PUSH BUTTON
RELOCATIONS, REMOVALS, AND/OR MODIFICATIONS. IT IS ASSUMED THAT FUTURE
IMPROVEMENTS WILL INCLUDE ANY MODIFICATIONS REQUIRED FOR NEW ACCESSIBLE RAMP
INSTALLATIONS.
4.ALL EXISTING TRAFFIC SIGNAL POLES, LOOPS, AND PEDESTRIAN PUSH BUTTONS SHALL BE
PROTECTED IN PLACE.
CURB RAMP NOTES
1.THE REMOVAL OF EXISTING CONCRETE CURB, GUTTER, SIDEWALK AND PAVEMENT FOR
PEDESTRIAN CURB RAMP INSTALLATION SHALL COMPLY WITH THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS.
2.ALL NEWLY CONSTRUCTED CURB SHALL MATCH EXISTING CURB HEIGHT IN KIND.
3.IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC, ARE ENCOUNTERED,
THE RAMP LOCATIONS MAY BE ADJUSTED UPON APPROVAL OF THE AGENCY.
4.THE RAMP SLOPES WILL BE MEASURED ABSOLUTE TO THE SIDEWALK SLOPE. ADJOINING SLOPE
BEYOND THE RAMP SHALL NOT EXCEED 20:1 (5%). ALL CURB RAMP DIMENSIONS AND SLOPES
SHALL ADHERE TO SAN DIEGO REGIONAL STANDARD DRAWINGS REQUIREMENTS.
5.LANDING CROSS SLOPE SHALL BE 2% MAX IN BOTH DIRECTIONS.
6.EDGE OF TRUNCATED DOME PANEL SHALL BE LOCATED 6" MINIMUM AND 8" MAXIMUM FROM THE
GUTTER FLOWLINE.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.COUNTER SLOPES (CURB RAMP SLOPE PLUS STREET SLOPE) WHEN ADDED CANNOT EXCEED
13% WITH THE EXCEPTION OF A TYPE C2 AND C1. ADJUST THE SLOPE OF THE MAIN RAMP
AND/OR STREET IF THE COUNTER SLOPE EXCEEDS 5%.
8.PROVIDE A MINIMUM 4' TRANSITION BETWEEN THE CURB RAMP AND ADJACENT SIDEWALK IF
THE CROSS SLOPE OF THE SIDEWALK ADJACENT TO THE CURB RAMP IS MORE THAN 2%.
9.MODIFIED CURB RAMPS SHALL BE EXTENDED UP TO A MAXIMUM OF 15 LINEAL FEET TO CATCH
THE REQUIRED RUNNING SLOPE. COORDINATION WITH THE RESIDENT ENGINEER IS REQUIRED
PRIOR TO ANY CONSTRUCTION OR DEMOLITION.
10.RETAINING CURB SHALL BE PROVIDED BEHIND THE ENTIRE CURB RETURN IF THE ADJACENT
GRADE BEHIND THE SIDEWALK IS HIGHER OR LOWER THAN THE SIDEWALK/CURB RAMP
SURFACE. IF HIGHER, THE HEIGHT OF THE CURB RETURN SHALL BE 2" HIGHER THAN THE
ADJACENT FINISHED GRADE. IF THE GRADE IS LOWER, A 6" (4" MINIMUM) HIGH CONCRETE CURB
SHALL BE USED. IF THE GRADE DIFFERENCE EXCEEDS 24", A PROTECTIVE RAILING SHALL BE
PROVIDED.
11.FOR TYPE C CURB RAMPS MAXIMUM RAMP RUN LENGTHS SHALL BE EXTENDED AS NEEDED TO
MAINTAIN A MAXIMUM 8.33% SLOPE, UP TO A MAXIMUM OF 15'. RAMP WING LENGTHS SHALL BE
EXTENDED AS NEEDED TO MAINTAIN A MAXIMUM 10% SLOPE, UP TO A MAXIMUM OF 15'.
12.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT SHALL BE
PLACED MID-POINT OF CURB RETURN.
DETECTABLE WARNING SURFACE (TRUNCATED DOME) NOTES
1.TRUNCATED DOMES ARE A DETECTABLE WARNING SURFACE CONSISTING OF A CAST IN PLACE
PREFABRICATED PANEL COMPOSED OF VITRIFIED POLYMER INCLUDING ALUMINUM OXIDE,
SOUND AMPLIFYING, MATERIAL SUCH AS "ARMOR-TILE CAST-IN-PLACE TACTILE PANELS" OR
APPROVED EQUAL.
2.THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION, INSTALLATION INSTRUCTIONS AND
THE (2) PANEL SAMPLES (MINIMUM SIZE 6" X 8" EACH) TO THE ENGINEER FOR APPROVAL PRIOR
TO ORDERING OR INSTALLING MATERIALS.
3.DETECTABLE WARNING SURFACE SHALL BE APPROVED IN WRITING BY THE RESIDENT
ENGINEER PRIOR TO ORDERING.
4.THE DETECTABLE WARNING SURFACE SHALL BE YELLOW CONTRASTING IN COLOR FROM THE
CURB RAMP CONCRETE. THE CONTRAST SHOULD BE AT LEAST 70%. THE CONTRAST IN
PERCENT IS DETERMINED BY:
CONTRAST= ((B1-B2)/B1)X100, WHERE
B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA
B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA
NOTE THAT IN ANY APPLICATION BOTH WHITE AND BLACK ARE NEVER ABSOLUTE. THUS B1
NEVER EQUALS 100 AND B2 IS ALWAYS GREATER THAN ZERO.
5.A CERTIFICATE OF COMPLIANCE SHALL BE FURNISHED TO CERTIFY THAT THE DETECTABLE
WARNING SURFACES CONFORM TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES (ADAAG) AND REQUIREMENTS. THE CERTIFICATE OF COMPLIANCE SHALL INCLUDE
A FIVE (5) YEAR WRITTEN MANUFACTURER'S WARRANTY.
6.DURING PANEL INSTALLATION AND CONCRETE CURING THERE SHALL BE NO WALKING, LEANING
OR EXTERNAL FORCES PLACED ON THE PANEL TO ROCK SO AS TO CAUSE A VOID BETWEEN
THE PANEL AND THE CONCRETE. THE CONTRACTOR SHALL BLOCK OFF THE AREA TO PREVENT
PEDESTRIAN ACCESS DURING CURING.
7.THE DIAMETER OF EACH TRUNCATED DOME SHALL BE BETWEEN 50% MINIMUM AND 65%
MAXIMUM OF THE BASE DIAMETER.
CONSTRUCTION NOTES
1.PROTECT IN PLACE EXISTING INFRASTRUCTURE OUTSIDE OF THE LIMITS OF WORK, UNLESS
OTHERWISE STATED.
2.APPURTENANCES WITHIN THE LIMITS OF WORK SHALL BE ADJUSTED TO GRADE, UNLESS
OTHERWISE STATED ON PLANS. REPLACE ASPHALT CONCRETE PER DETAILS AT EACH RAMP
LOCATION.
3.THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND
SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAW, AND REGULATIONS. NEITHER THE AGENCY NOR THE
ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS.
4.CONTRACTOR TO MATCH THE ADJACENT SIDEWALK CONCRETE COLOR AND FINISH AT ALL NEW
SIDEWALK PANELS AND CURB RAMPS. ALL DECORATIVE TILES, EXPOSED AGGREGATE
CONCRETE, OR PANELS SHALL BE REPLACED IN KIND.
5.ALL EXISTING SITE CONDITIONS TO BE DOCUMENTED PRIOR TO ANY DEMOLITION AND/OR
EXCAVATION.
6.CONTRACTOR TO NOTIFY THE PROPERTY OWNER BEFORE RELOCATING EXISTING TREES OR
SPRINKLER HEADS ON PRIVATE OR AFFECTED PROPERTY.
7.LANDSCAPE AROUND THE ENTIRE CURB RETURN SHALL BE TRIMMED SO THAT THE HEIGHT OF
THE HEDGE/BUSHES SHALL NOT BE MORE THAN 24" MEASURED FROM THE WALKING SURFACE
8.CONTRACTOR TO PROTECT EXISTING WALLS AND FOOTINGS BEHIND THE SIDEWALK DURING
DEMOLITION AND CONSTRUCTION.
9.THE LOCATIONS OF EXISTING IMPROVEMENTS AS SHOWN ON THE PLAN ARE APPROXIMATE,
CONTRACTOR TO VERIFY EXACT LOCATIONS PRIOR TO CONSTRUCTION.
10.STORM DRAIN INLETS SHALL REMAIN FUNCTIONAL AT ALL TIMES DURING CONSTRUCTION.
11.PURSUANT TO SECTION 4216 OF THE GOVERNMENT CODE, AT LEAST 2 WORKING DAYS PRIOR
TO COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL CONTACT THE REGIONAL
NOTIFICATION CENTER (E.G. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA) AND
OBTAIN AN INQUIRY IDENTIFICATION NUMBER.
12.THE CONTRACTOR SHALL NOTIFY SDG&E AT LEAST 10 WORKING DAYS PRIOR TO EXCAVATING
WITHIN 10' OF SDG&E UNDERGROUND HIGH VOLTAGE TRANSMISSION POWER LINES. (I.E., 69 KV
& HIGHER).
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS
WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE
REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND
SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A
CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE SHALL BE FILED BY THE
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND
SURVEYOR ACT (BUSINESS & PROFESSIONS CODE 8771). SURVEY MONUMENTS RESET WITH
LEAD AND DISK (LSAS 5717).
14.FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES
WITH THE FLATTEST SLOPE FEASIBLE. THE MAXIMUM SLOPE ALLOWABLE IS INDICATED IN THE
SAN DIEGO REGIONAL STANDARD DRAWINGS AND CITY OF CARLSBAD STANDARD DRAWING
GS-32.
15.CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE
SIDEWALK SLOPE.
16.CONSTRUCT CURB RAMPS FLUSH TO THE ADJACENT ROADWAY. GRADE EDGE OF ROAD
ELEVATIONS AT THE FLOW LINE TO ENSURE POSITIVE DRAINAGE AND PREVENT PONDING.
CURB RAMP CONSTRUCTION SHALL NOT AFFECT EXISTING DRAINAGE PATTERNS.
17.THE CONTRACTOR IS REQUIRED TO REMOVE EXISTING MATERIAL AS NECESSARY TO
DETERMINE CORRECT DEPTH OF EXISTING BASE, AND TO REMOVE ANY UNSUITABLE
MATERIALS AND REPLACE WITH CLASS II (2) BASE TO THE DEPTH INDICATED ON THIS SET OF
PLANS.
18.PEDESTRIAN ACCESS TO THE EXISTING BUSINESSES AND RESIDENCES TO BE MAINTAINED AT
ALL TIMES DURING CONSTRUCTION.
19.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR
SHALL ASSUME THE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD AGENCY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY.
20.THE CONTRACTOR SHALL PROVIDE SAFETY BARRIERS WHERE REQUIRED TO PROTECT THE
PUBLIC DURING THE CONSTRUCTION PHASE.
21.ANY CURBS PAINTED RED FOR FIRE ACCESS OR DELINEATING 'NO PARKING' THAT ARE
REMOVED DURING CONSTRUCTION SHALL BE INSTALLED TO ORIGINAL LENGTH BY THE
CONTRACTOR.
22.CONTRACTOR SHALL PROTECT IN PLACE ALL IRRIGATION DURING CONSTRUCTION. IF
IRRIGATION IS DISTURBED DURING CONSTRUCTION, IT SHALL BE REPLACED IN KIND IN
WORKING CONDITIONS. ANY IRRIGATION THAT WILL BE DISTURBED DURING CONSTRUCTION
WITHIN A HOA SHALL BE COORDINATED WITH THE CITY RESIDENT ENGINEER PRIOR TO WORK
BEGINNING AT THAT LOCATION.
23.EXISTING OVERHEAD ELECTRICAL AND COMMUNICATION LINES ARE NOT SHOWN ON THE
PLANS.
BID ITEM NOTE
THE BIDS FOR THE WORK ARE INTENDED TO ESTABLISH A TOTAL COST FOR THE WORK IN ITS
ENTIRETY. THE CONTRACTOR SHALL STATE THE UNIT PRICES OR THE SPECIFIC SUMS, AS THE
CASE MAY BE, FOR WHICH HE PROPOSES TO SUPPLY THE LABOR, MATERIALS, SUPPLIES AND
EQUIPMENT AND PERFORM THE WORK REQUIRED BY THE PLANS AND/OR THE PROJECT
SPECIFICATIONS. CERTAIN PERMIT REQUIREMENTS, GENERAL PROVISIONS AND
SUPPLEMENTARY GENERAL PROVISIONS, AND OTHER WORK REQUIRED IN THE CONTRACT
DOCUMENTS MAY NOT BE LISTED IN THE BID SCHEDULE ARE, IN GENERAL APPLICABLE TO
MORE THAN ONE LISTED BID ITEM. OTHER REQUIRED WORK MAY NOT BE LISTED AS A
SEPARATE WORK ITEM IN THE BID SCHEDULE.
CONTRACTOR SHALL VISIT ALL PROJECT LOCATIONS TO BECOME FAMILIAR WITH THE WORK
TO MEET REQUIREMENTS OF THE PLANS AND SPECIFICATIONS AND SUBMIT A COMPLETE BID.
THE CONTRACTOR SHALL INCLUDE THE COST OF WORK NOT LISTED IN THE BID SCHEDULE
BUT NECESSARY TO COMPLETE THE PROJECT DESIGNATED IN THE PLANS AND/OR THE
PROJECT SPECIFICATIONS IN THE VARIOUS LISTED WORK ITEMS OF THE BID SCHEDULE.
SHOULD THE CONTRACTOR DETERMINE THAT THE COST FOR THE WORK HAS NOT BEEN
ESTABLISHED BY SPECIFIC ITEMS IN THE BID SCHEDULE, THE CONTRACTOR SHALL INCLUDE
THE COST FOR THAT WORK IN THE RELATED BID ITEM SO THAT THE CONSTRUCTION COST
FOR THE PROJECT REFLECTS THE TOTAL COST FOR COMPLETING THE WORK IN ITS
ENTIRETY.
CONSTRUCTION STAGING AREAS
CONTRACTOR TO LOCATE STAGING AREAS AND COORDINATE WITH CITY PROJECT MANAGER
AND/OR RESIDENT ENGINEER PRIOR TO START OF CONSTRUCTION.
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE, ADJUSTED TO GRADE,
OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE OR PAVEMENT MARKINGS THAT ARE
DISTURBED DURING CONSTRUCTION.
4.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL BE REMOVED TO
THE NEAREST JOINT.
5.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN INTERSECTION.
6.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
7.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI WITH TEMPORARY
FENCING FOR AT LEAST 48 HOURS AFTER POUR.
8.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN PROVIDING AND CONSTRUCTING
ACCESSIBLE COMPLIANT CURB RAMPS PER SAN DIEGO REGIONAL STANDARD DRAWINGS
INCLUDING REMOVAL OF AND CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER
SPANDREL, ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS AND
SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND CONSTRUCTION OF CURB, GUTTER
AND SIDEWALKS IN PLACE, AS NECESSARY TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS
OF REPLACEMENT LIMITS SHOWN ON PLANS).
NOTES
1.CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF ALL EXISTING UTILITIES AND
FACILITIES SUFFICIENTLY IN ADVANCE OF MATERIAL PROCUREMENT AND CONSTRUCTION TO
ALLOW FOR ANY NECESSARY DESIGN CHANGES.
2.ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL.
3.UNDERGROUND EXISTING UTILITY LINES ARE NOT SHOWN ON THE PLANS. CONTRACTOR
SHALL CALL DIG-ALERT PRIOR TO START OF DEMOLITION ACTIVITIES AND CHECK FOR ANY
EXISTING UTILITY CONFLICTS. CONTRACTOR TO NOTIFY CITY RESIDENT ENGINEER OF ANY
POTENTIAL CONFLICTS PRIOR TO START OF DEMOLITION/CONSTRUCTION.
4.RIGHT-OF-WAY IS NOT SHOWN ON THE PLANS, IF THE CONTRACTOR ANTICIPATES ANY
IMPROVEMENTS WILL EXTEND BEYOND THE CITY R/W OR BEYOND THE LIMITS OF EXISTING
CURB RETURN, CONTRACTOR TO CONTACT RESIDENT ENGINEER PRIOR TO BEGINNING WORK
AT THAT LOCATION.
5.PRIOR TO BEGINNING ANY WORK CONTRACTOR TO PERFORM PRE-CONSTRUCTION
MONUMENT RESEARCH. IF ANY LABELED MONUMENTS EXIST WITHIN THE LIMITS OF WORK,
CONTRACTOR SHALL COORDINATE WITH THE CITY RESIDENT ENGINEER TO DETERMINE
WHETHER PRE-CONSTRUCTION CORNER RECORDS SHALL BE COMPLETED, IF THE LIMITS OF
WORK SHALL BE ALTERED, OR IF THE RAMP REPLACEMENT WILL BE REMOVED FROM THE
SCOPE OF WORK.
1.THE TERM "DESIGN ENGINEER" USED HEREIN SHALL MEAN THE ENGINEER WHO HAS SIGNED
AND SEALED THESE PLANS AND IS IN RESPONSIBLE CHARGE OF THE ENGINEERING DESIGN.
THE TERM "CONTRACTOR" USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR
SUBCONTRACTOR USING THESE PLANS. ANY AGENCY SIGNATURE OR APPROVAL ON THESE
PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES.
2.THE DESIGN ENGINEER WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND
MAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME AND
COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS,
AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND
PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
3.THE DESIGN ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'S
MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE,
SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE DESIGN
ENGINEER HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANY
CONTRACTOR.
4.THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DESIGN ENGINEER AND
OWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS,
JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR
ALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE DESIGN ENGINEER.
5.IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL
REQUEST IN WRITING FROM THE DESIGN ENGINEER AND THE OWNER, AN INTERPRETATION
BEFORE DOING ANY RELATED OR IMPACTED WORK.
6.THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROPERTY FROM
ANY EROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS BY
APPROPRIATE MEANS UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED
FOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
7.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK NEAR
THEIR FACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES.
8.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS WERE OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS. NO
REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY
INFORMATION. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT
SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE
REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE
OF THE CONTRACTOR.
9.THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING IMPROVEMENTS
ADJACENT TO THE PROPOSED WORK INDICATED ON THESE PLANS SHALL BE CONFIRMED BY
THE CONTRACTOR BY FIELD MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTION
OF NEW WORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE DESIGN ENGINEER IN
WRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND.
10.THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE,
TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE
PLANS.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING
IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER.
12.SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALL
NOTIFY THE DESIGN ENGINEER IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THE
WORK IN QUESTION.
13.ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS,
OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF
LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.
DESIGN ENGINEER'S NOTES
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
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KEY MAP 1 KEY MAP 2
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S
T
A
T
E
H
I
G
H
W
A
Y
5
POIN
S
E
T
T
A
L
N
P
A
S
E
O
D
E
L
N
O
R
T
E
CAMINO DE LAS ONDAS
A
V
I
A
R
A
P
A
R
K
W
A
Y
SEE SHEET 9
SEE SHEET 10
SEE SHEET 11
SEE SHEET 12
SEE SHEET 13
SEE SHEET 19
SEE SHEET 14
EL CAMINO REAL
MARRON RD
EL CAMINO REAL
HAYMAR DR
EL CAMINO REAL
PLAZA DR
EL CAMINO REAL
HOSP WAY
EL CAMINO REAL
CARLSBAD VILLAGE DR
E
L
C
A
M
I
N
O
R
E
A
L
C
A
R
L
S
B
A
D
V
I
L
L
A
G
E
D
R
MARRON DR
SEE SHEET 5
SEE SHEET 5
SEE SHEET 6
SEE SHEET 7
SEE SHEET 8
SEE SHEET 6
SEE SHEET 5
ST
R
A
T
A
D
R
TA
M
A
R
A
C
K
A
V
E
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
NORTH
KEY MAP 4
SCALE: 1" = 500'
PIRAGUA ST
ESFERA ST
ESFERA ST
VENADO ST
CADENCIA ST
LA COSTA AVE
CADENCIA STDEL RAY AVE
CARLINA ST
BRAVA ST
BRAVA ST
VERDE AVE
PIRAGUA ST
CADENCIA ST
CAMINO DEL ARCO
VENADO ST
PIRAGUA ST
CAMINO DEL ARCO
BAJO CT
ESFERA ST
EL CAMINO REAL
LEVANTE ST
CALLE BARCELONA
EL CAMINO REAL
RANCHO SANTA FE RD CALLE BARCELONA
ESFERA ST
CADENCIA ST
CALLE BARCELONA
E
L
C
A
M
I
N
O
R
E
A
L
L A CO
S
T
A
A
V
E
RANCHO SANT
A
F
E
R
D
L
E
V
A
N
T
E
S
T
CA
M
I
N
O
D
E
L
O
S
C
O
C
H
E
S
ANIL
L
O
W
A
Y
SEGOVIA
W
A
Y
CA
D
E
N
C
I
A
S
T
ES
F
E
R
A
S
T
SEE SHEET 25
SEE SHEET 24
SEE SHEET 23
SEE SHEET 21
SEE SHEET 23
SEE SHEET 21
SEE SHEET 21
SEE SHEET 21
SEE SHEET 22
SEE SHEET 20
SEE SHEET 22
SEE SHEET 22
SEE SHEET 26
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
NORTH 0
GRAPHIC SCALE IN FEET
10
5 10 20
CONSTRUCTION NOTES
RAMP 5058: EL CAMINO REAL AND HAYMAR DRIVE (SE)
GENERAL NOTES
RAMP 3657: TAMARACK AVENUE AND STRATA DRIVE (SE)RAMP 5056: EL CAMINO REAL AND PLAZA DRIVE (NW)
RAMPS 5055 & 5057: EL CAMINO REAL AND PLAZA DRIVE (NE & SE)
RAMP 5058: EL CAMINO REAL AND PLAZA DRIVE
MEDIAN (SW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC CROSS GUTTER PER SDRSD G-12.8
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONTRACTOR TO REMOVE, SALVAGE, AND REINSTALL BRICK PAVERS.13
REMOVE ASPHALT CONCRETE PAVEMENT WITHIN MEDIAN AND REPLACE WITH
4" PCC.
14
GLUE DOWN TRUNCATED DOMES. (WIDTH = 2')15
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
TS POLE
SW
SW
CURB
CROSS GUTTER
C&GPED BARRICADE
1
1
1
1
3
1
1
3
3
1
3
4.0
'
MIN
4.0
'
MI
N EL
C
A
M
I
N
O
R
E
A
L
PLAZA DRIVE
5
17
18
FH
C&G
SW
SW
C&G
POWER POLE
SL
13
4
1
4 1
1
1
5
10
94.0'
MIN
4.
0
'
MI
N
HAYMAR DRIVE
EL
C
A
M
I
N
O
R
E
A
L
1
1
17
18
SW
SW
C&G
C&G FH
SL
EPB
5
1
4
3
10
9
4
1
1
1
1
1
1
4.0'
MIN
4.
0
'
MI
N
ST
R
A
T
A
D
R
I
V
E
T
A
M
A
R
A
C
K
A
V
E
N
U
E
17
18
TSPB
TS POLE
CROSS GUTTER
FH
TSPB
TS POLE
C&G
SW
C&G
SW
C&G
SW
SW
C&G
PED BARRICADE
SMH
LS AND PLANTERS
4
4
2
1
3
3
1
3
3
1
1
1
4
1
4
1
1
1
1
1
1
1
10
138
5
9
13
10
8
6
9
4.
0
'
M
I
N4.0'
MIN
0.0'
MIN
4.
0
'
M
I
N
EL
C
A
M
I
N
O
R
E
A
L
PLAZA DRIVE
EL
C
A
M
I
N
O
R
E
A
L
1
1
1
17
17
18
18
CURB
TS POLE
CROSS
GUTTER
CURB
CURB
SDGE VAULT
SDGE VAULT
1514
1
1
1
1
1
PLAZA DRIVE
EL
C
A
M
I
N
O
R
E
A
L
2
2
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMPS 5059 & 5060: EL CAMINO REAL AND PLAZA
DRIVEWAY (NE & SE)
RAMP 59: EL CAMINO REAL AND MARRON ROAD (NW)RAMP 1432: EL CAMINO REAL AND MARRON ROAD (NE)
RAMP 58: EL CAMINO REAL AND MARRON ROAD (SW)RAMP 1433: EL CAMINO REAL AND MARRON ROAD (SE)
GENERAL NOTES
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
LEGEND
DESCRIPTION SYMBOL
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC CROSS GUTTER PER SDRSD G-12.8
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONSTRUCT 6" WIDE RETAINING CURB (HEIGHT = 4" MIN)16
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
C&G
SW
CROSS GUTTER
CURB
SW
SIGN
CURB
LS
C&G
SW
FH
TSPB
WV (2)
BENCH
1
1
3
1
3
3
3
4
1
1
4
1
1
1
4
1
1
1
10
6
8
10
10
10
6
8
4.
0
'
M
I
N
3.0'
MIN
4.0'
MIN
3.
0
'
M
I
N
EL
C
A
M
I
N
O
R
E
A
L
PLAZA DRIVEWAY
1
1
1
17
17
18
18
CROSS GUTTER
TS POLE
SW
SW
C&G
C&G
SDMH
WV (5)
TS POLE
TSPBSDGE VAULT
EPB (2)
1
3
3
4
4
1
1
1
1
1
4.0
'
MIN
4.0
'
MI
N
5
8
10
10
1
1
9
E
L
C
A
M
I
N
O
R
E
A
L
MARRO
N
R
O
A
D
1
11
1
17
18
CROSS GUTTER
SW
SW
C&G
C&G
TS POLE
TSPB
TSPB
FH
1
4
3
4
3
1
1
2
1 1
1
1
10
10
5
8
9
4.0
'
MIN
4.
0
'
MI
N
E
L
C
A
M
I
N
O
R
E
A
L
MARRON RO
A
D
2
1718
SW
SW
C&G
C&G
TS POLE
CROSS GUTTER
TSPB
3
4
4
3
1
1
1
1
1
1
10
10
5
8
9
4.0'
MI
N
4.0
'
MIN
MARRO
N
R
O
A
D
E
L
C
A
M
I
N
O
R
E
A
L
1
17
18 SW
SW
C&G
C&G
TS POLE
TS POLE
CROSS
GUTTER
LS
TSPB
SDGE
TSPB
3
4
4
1
1
1
1
1
1
10
5
8
9
4.0
'
MIN
4.
0
'
MI
N
E
L
C
A
M
I
N
O
R
E
A
L
MARRON RO
A
D
1
16
1
1
1
2
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
C&G
CURB
SW
SWAT&T
TSPB
TS POLE
SDMH
3
1
2
4
1
1
1
4
1
1
10
9
5
HOSP WAY
EL
C
A
M
I
N
O
R
E
A
L
1
4.
0
'
M
I
N
4.0'
MIN
17
18
C&G
CURB
SW
SW
TS POLE
TSPB
SDMH
WV
CI
1
2
1
1
3
41
1
10
5
9
HOSP WAY
EL
C
A
M
I
N
O
R
E
A
L
1
2
1
4.0'
MIN
4.
0
'
M
I
N
17
18
C&G
C&G
SW
SW
TSPB
TS POLE
SIGN
SDGE
EPB
SDGE
TSPB
LS
CI 4
1
1
2
4
1
1
31
1
1
10
5
9
HOSP WAY
EL
C
A
M
I
N
O
R
E
A
L
1
1
16
2
1
1
4.0'
MIN
4.
0
'
M
I
N
17
18
C&G
C&G
SW
SW
TS POLE
TSPB
TSPB
SDMH
CI
2
3
4 1
1
4
1
1
2
1
2
10 6
9
HOSP WAY
EL
C
A
M
I
N
O
R
E
A
L
1
3.0'
MIN
4.
0
'
M
I
N
17
18
0
GRAPHIC SCALE IN FEET
10
5 10 20NO
R
T
H
CONSTRUCTION NOTES
RAMP 4611: EL CAMINO REAL AND HOSP WAY (NW)
GENERAL NOTES
RAMP 4610: EL CAMINO REAL AND HOSP WAY (NE)
RAMP 4609: EL CAMINO REAL AND HOSP WAY (SE)RAMP 70: EL CAMINO REAL AND HOSP WAY (SW)
LEGEND
DESCRIPTION SYMBOL
NOTE: CITY RESIDENT ENGINEER
MAY DIRECT CONTRACTOR TO
CONSTRUCT CURB AND GUTTER
WITHIN LIMITS OF PROPOSED
IMPROVEMENTS
NOTE: CITY RESIDENT ENGINEER
MAY DIRECT CONTRACTOR TO
CONSTRUCT CURB AND GUTTER
WITHIN LIMITS OF PROPOSED
IMPROVEMENTS
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONSTRUCT 6" WIDE RETAINING CURB (HEIGHT = 4" MIN)16
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMP 139: EL CAMINO REAL AND CARLSBAD VILLAGE DRIVE (NW)
GENERAL NOTES
RAMP 138: EL CAMINO REAL AND CARLSBAD VILLAGE DRIVE (NE)
RAMP 136: EL CAMINO REAL AND CARLSBAD VILLAGE DRIVE (SW)RAMP 137: EL CAMINO REAL AND CARLSBAD VILLAGE DRIVE (SE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
TS POLE
TS POLE
TSPB
SW
SW
C&G
C&G
4
3
4
1
1
1
1
1
2
1
CARLSBAD VILLAGE DRIVE
E
L
C
A
M
I
N
O
R
E
A
L
5
10
9
4.0
'
MIN
4.
0
'
MI
N
17
18
TS POLE
TS POLE
TSPB
TSPB
SW
SW
C&G
C&G
1
4
1
3
4
1
1
2
1
2
1
9
5
10
4.
0
'
MI
N
4.0
'
MIN E
L
C
A
M
I
N
O
R
E
A
L
CARLSBAD VILLAGE DRIVE
CI 1
1SDMH
17
18
TS POLE
TS POLE
TSPBSW
SW
C&G
C&G
4
4
1
1
3
1
1
1
1
1
6
10
9
4.
0
'
MI
N3.0
'
MIN
E
L
C
A
M
I
N
O
R
E
A
L
CARLSBAD VILLAGE DRIVE
17
18
TS POLE
TS POLE
TSPB
TSPB
TSPB
SW
C&G
CI
SW
3
4
1
1
1
1
2
1
1
1
4
2
5
10
9
4.0
'
MIN
4.
0
'
MI
N
E
L
C
A
M
I
N
O
R
E
A
L
CARLSBAD VILLAGE DRIVE
C&G 1
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
GENERAL NOTES
RAMP 1357: PALOMAR AIRPORT ROAD AND PASEO DEL NORTE (NW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONSTRUCT 6" WIDE RETAINING CURB (HEIGHT = 4" MIN)16
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
1
4
1
1
1
1
2
1
2
2
4
1
1
3
SW
C&G
C&G
TS POLE
TS POLE
TSPB
TSPB
TSPB
TSPB
SW
TSPB
3.
0
'
M
I
N
TSPB (2)
6
10
9
PA
S
E
O
D
E
L
N
O
R
T
E
PALOMAR AIRPORT
ROAD
1UTILITY CABINET AND FOUNDATION
16 4.0'
MIN 2
1SDGE VAULT (2)
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMP 1270: ARMADA DRIVE AND PALOMAR AIRPORT ROAD (SW)
GENERAL NOTES
RAMP 1269: ARMADA DRIVE AND PALOMAR AIRPORT ROAD (NW)
RAMP 1267: ARMADA DRIVE AND PALOMAR AIRPORT ROAD (SE)
RAMP 1268: ARMADA DRIVE AND PALOMAR AIRPORT ROAD (NE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC CROSS GUTTER PER SDRSD G-12.8
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
CROSS GUTTER
SW
4
1
1
32
1
2
1
2
1
3
4
1
1
1
1SW
C&G
C&G
TSPB
TSPB
TSPB
TSPB
TSPB
TS POLE
TS POLE
AR
M
A
D
A
D
R
I
V
E
4.0'
MIN
10
10 58
9
4.
0
'
M
I
N
PALOMAR AIRPORT R
O
A
D
1 CI 17
18
1
1
4
2
1
1
4
1
1
3
SW
SW
C&G
C&G
TSPB
TS POLE
TS POLE
4.0'
MIN
4.
0
'
M
I
N
5
10
9
AR
M
A
D
A
D
R
I
V
E
PALOMAR AIRPORT RO
A
D
1 SMH
17
18
3
1
1
43
1
1
2
1
SW
C&G
C&G
TSPB
TS POLE
TS POLE
10
5
8 10
9
4.0'
MIN
4.
0
'
M
I
N
1 VENT
1 TS CABINET
AR
M
A
D
A
D
R
I
V
E
PALOMAR AIRPORT R
O
A
D
CROSS GUTTER 1 1 CI
17
18
4
1
1
3
1
1
1
1
2
2
4
SW
SW
C&G
C&G
TSPB
TSPB
TS POLE
TS POLE
4.
0
'
M
I
N
4.0'
MIN
5
10
9
AR
M
A
D
A
D
R
I
V
E
PALOMAR AIRPORT R
O
A
D
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NOR
T
H
CONSTRUCTION NOTES
RAMP 1364: PALOMAR AIRPORT ROAD AND HIDDEN VALLEY ROAD (SW)
GENERAL NOTES
RAMP 1363: PALOMAR AIRPORT ROAD AND HIDDEN VALLEY ROAD (SE)
RAMP 1366: PALOMAR AIRPORT ROAD AND THE CROSSINGS DRIVE (NE)RAMP 1365: PALOMAR AIRPORT ROAD AND THE CROSSINGS DRIVE (NW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
2
4
1
1
1
1
2
4
1
1
3
C&G
C&G
SW
TS POLE
TS POLE
TSPB
TSPB
SW
HI
D
D
E
N
V
A
L
L
E
Y
R
O
A
D
PALOMAR AIRPORT ROAD
4.
0
'
M
I
N
4.0'
MIN
5
10
9
17
18
C&G
TS POLE
1
1
1
1
4
1
2
4
1
1
3
C&G
SW
TSPB
TSPB
TS POLE
SW
4.0'
MIN
4.
0
'
M
I
N
5
10
9
1TS CABINET
TH
E
C
R
O
S
S
I
N
G
S
D
R
I
V
E
PALOMAR AIRPORT ROAD
1 CI
17
18
1
1
4
1
2
1
2
1
3
C&G
C&G
TSPB
TSPB
TS POLE
TS POLE
SW
4.0'
MIN
4.
0
'
M
I
N
5
10
9
TH
E
C
R
O
S
S
I
N
G
S
D
R
I
V
E
PALOMAR AIRPORT ROAD
17
18
1
1
4
3
4
1
2
1
1
1
C&G
C&G
SW
TS POLE
TS POLE
TSPB
SW
4.0'
MIN
4.
0
'
M
I
N
5
10
9
HI
D
D
E
N
V
A
L
L
E
Y
R
O
A
D
PALOMAR AIRPORT ROAD
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMP 1690: PALOMAR AIRPORT ROAD AND COLLEGE BLVD (SW)
GENERAL NOTES
RAMP 1265: PALOMAR AIRPORT ROAD AND COLLEGE BLVD (NW)
RAMP 1689: PALOMAR AIRPORT ROAD AND COLLEGE BLVD (SE)
RAMP 1264: PALOMAR AIRPORT ROAD AND COLLEGE BLVD (NE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
SW
SW
C&G
C&G
TS POLE
TS POLE
TSPB
TS CABINET
3
1
1
1
4
1
4
1
1
1
4
.
0
'
M
I
N
4.0'
MIN
5
109
CO
L
L
E
G
E
B
O
U
L
E
V
A
R
D
PALOMAR AIRPORT ROAD
1
NOTE: 2 EXISTING CURB
RAMPS TO BE REMOVED
17
18
SW
SW
C&G
C&G
TS POLE
TS POLE
4
1
1
1
1
4
1
1
3
4.
0
'
M
I
N
4.0'
MIN
5
10
9
CO
L
L
E
G
E
B
O
U
L
E
V
A
R
D
PALOMAR AIRPORT ROAD
17
18
18
SW
C&G
SW TS POLE
TSPB
TSPB
TS POLE
C&G
1
1
1
4
1
31
1
1
4
1
4.
0
'
M
I
N
4.0'
MIN
5
10
9
CO
L
L
E
G
E
B
O
U
L
E
V
A
R
D
PALOMAR AIRPORT ROAD
17
18
SW
SW
TSPB
TSPB
C&G
TS POLE
TS POLE
C&G 1
4
1
1
1
1
2
4
1
1
3
4.
0
'
M
I
N
4.0'
MIN
9
5
10
CO
L
L
E
G
E
B
O
U
L
E
V
A
R
D
PALOMAR AIRPORT ROAD
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMP 1416: PALOMAR AIRPORT ROAD AND PALOMAR OAKS WAY (SE)
GENERAL NOTES
RAMP 1415: PALOMAR AIRPORT ROAD AND PALOMAR OAKS WAY (NE)RAMP 1414: PALOMAR AIRPORT ROAD AND PALOMAR OAKS WAY (NW)
RAMP 1417: PALOMAR AIRPORT ROAD AND PALOMAR OAKS WAY (SW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
TSPB
TSPB
TSPB
TS POLE
TS POLE
SW
SW
C&G
C&G11
4
1
1
3
2
1
1
4
1
1
4
.
0
'
M
I
N 3.0'
MIN
6
10
9
PA
L
O
M
A
R
O
A
K
S
W
A
Y
PALOMAR AIRP
O
R
T
R
O
A
D
18
SW
TSPB
TS POLE
TS POLE
SW
C&G
C&G
TSPB
SDGE
SDMH
CI
1
4
1
1
1
1
3
4
1
1
4
.
0
'
M
I
N
4.0'
MIN
9
5
10
PALOMAR AIRP
O
R
T
R
O
A
D
PA
L
O
M
A
R
O
A
K
S
W
A
Y
1
1
1
1
17
18
TS POLE
TS POLE
TSPB
TSPB
SW
SW
C&G
C&G1
4
1
1
1
3
1
4
1
1
1
4.0'
MIN
4.
0
'
M
I
N
5
10
9PA
L
O
M
A
R
O
A
K
S
W
A
Y
PALOMAR AIRPORT ROAD
17
18
TSPB
TSPB
TS POLE
TS POLE
SW
C&G
C&G
1
4
1
1
2
1
1
2
3
4
.
0
'
M
I
N
4.0'
MIN
PA
L
O
M
A
R
O
A
K
S
W
A
Y
PALOMAR AIRPORT ROAD
5
10
9
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NO
R
T
H
CONSTRUCTION NOTES
RAMP 1383: PALOMAR AIRPORT ROAD AND CAMINO VIDA
ROBLE (NE)
GENERAL NOTES
RAMP 1382: PALOMAR AIRPORT ROAD AND CAMINO VIDA
ROBLE (SE)
RAMP 1381: PALOMAR AIRPORT ROAD AND CAMINO VIDA
ROBLE (SW)
RAMP 1384: PALOMAR AIRPORT ROAD AND CAMINO VIDA
ROBLE (NW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
TS POLE
SW
SW
C&G
C&G
TS POLE
TS POLE
TSPB
TSPB
FH
1
1
4
1
2
1
1
2
1
4
1
1
3
4.
0
'
M
I
N
4.0'
MIN
5
10
9
CA
M
I
N
O
V
I
D
A
R
O
B
L
E
PALOMAR AIRPORT ROAD
17
18
SW
SW
C&G
C&G
TS POLE
TS POLE
TS POLE
TSPB
1
1
4
1
1
3
1
1
4 1
1
4.0'
MIN
4.
0
'
M
I
N
5
10
9
CA
M
I
N
O
V
I
D
A
R
O
B
L
E
PALOMAR AIRPORT ROAD
17
18
SW
SW
C&G
C&G
TS POLE
TS POLE
TS POLE
3
1
4
1
1
1
1
4
1
1
4.
0
'
MI
N
4.0
'
MIN
5
10
9
CA
M
I
N
O
V
I
D
A
R
O
B
L
E
PALOMAR AIRPORT
R
O
A
D
17
18
SW
C&G
C&G
TS POLE
TS POLE
TSPB
1
3
4
1
1
1
1
1
4
.
0
'
M
I
N
4.0'
MIN
CA
M
I
N
O
V
I
D
A
R
O
B
L
E
PALOMAR AIRPORT R
O
A
D
5
10
9
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20
N
O
R
T
H
CONSTRUCTION NOTES
RAMP 1377: PALOMAR AIRPORT ROAD AND YARROW ROAD (SE)
GENERAL NOTES
RAMP 1378: PALOMAR AIRPORT ROAD AND YARROW ROAD (NE)RAMP 1379: PALOMAR AIRPORT ROAD AND YARROW ROAD (NW)
RAMP 1380: PALOMAR AIRPORT ROAD AND YARROW ROAD (SW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONSTRUCT 6" WIDE RETAINING CURB (HEIGHT = 4" MIN)16
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18SW
C&G
SW
C&G
TS POLE
TSPB
TSPB
TS POLE
4
1
1
1
2
1
4
1
1
1
3
4.
0
'
M
I
N
4.0'
MIN
5
109
PALOMAR AIRPORT ROAD
YA
R
R
O
W
D
R
I
V
E
17
18
SW
SW
C&G
C&G
TS POLE
TS POLE
SDMH
TSPB
TSPB
CI
3
1
4
1
1
1
1
1
1
4
1
1
4.
0
'
MI
N
4.0
'
MIN
9
5
10
Y
A
R
R
O
W
D
R
I
V
E
PALOMAR AIRPORT ROAD
16
1
17
18
SW
C&G
C&G
TS POLE
TS POLE
TSPB
TSPB
TS CABINET
1
1
1
2
1
4
1
1
3
4.
0
'
MI
N4.0
'
MIN
5
10
9
YA
R
R
O
W
D
R
I
V
E
PALOMAR AIRPORT ROAD
16
117
18
SW
SW
C&G
C&G
TS POLE
TS POLE
TSPBTSPB
TSPB1
4
1
1
1
3
4
1
1
1 1
1
4.0'
MIN
4
.
0
'
M
I
N
YA
R
R
O
W
D
R
I
V
E
PALOMAR AIRPORT ROAD
5
10
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NOR
T
H
CONSTRUCTION NOTES
RAMP 1219: PALOMAR AIRPORT ROAD AND EL CAMINO REAL (NW)
GENERAL NOTES
RAMP 1218: PALOMAR AIRPORT ROAD AND EL CAMINO REAL (NE)
RAMP 1217: PALOMAR AIRPORT ROAD AND EL CAMINO REAL (SE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
TSPB
TS POLE
SW
SW
C&G
C&G
TS POLE
TSPB
TSPB
TSPB
4
1
4
1
1
1
3
1
1
4.0'
MIN
4.
0
'
M
I
N
5
109
E
L
C
A
M
I
N
O
R
E
A
L
PALOMAR AIRPORT R
O
A
D
1
1
1
1
17
18
TSPB
TSPB
SW
C&G
C&G
TS POLE
TS POLE
SW
TSPB
TS POLE
TSPB
TSPB
4
1
2
1
1
1
2
4
1
1
3
4
.
0
'
M
I
N 4.0'
MIN
5
10
9
EL
C
A
M
I
N
O
R
E
A
L
PALOMAR AIRPOR
T
R
O
A
D
1
1
1
1
17
18
SW
C&G
C&G
TS POLE
TS POLE
PED BARRICADE
SW
SDGE VAULT
TSPB
TSPB
1
1
4
1
4 1
1
1
3
1
4.
0
'
M
I
N
4.0'
MIN
5
10
9
E
L
C
A
M
I
N
O
R
E
A
L
PALOMAR AIRPORT R
O
A
D
1
1
1
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMP 4262: PALOMAR AIRPORT ROAD AND EL FUERTE
STREET (NE)
GENERAL NOTES
RAMP 4261: PALOMAR AIRPORT ROAD AND EL FUERTE
STREET (SE)
RAMP 4260: PALOMAR AIRPORT ROAD AND EL FUERTE
STREET (SW)
RAMP 4263: PALOMAR AIRPORT ROAD AND EL FUERTE
STREET (NW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
TS POLE
C&G
C&G
TSPB
TSPB
TS POLE
SW
SW
1
1
4
2
1
1
2
4
1
1 3
4.
0
'
M
I
N
4.0
'
MIN
5
10
9
EL
F
U
E
R
T
E
S
T
R
E
E
T
PALOMAR AIRPORT ROAD
17
18
C&G
C&G
SW
SW
TS POLE
TSPB
TS POLE
TSPB21
1
4
1
1
1
4
1
1
3
4.
0
'
M
I
N
4.0'
MIN
5
10
9
EL
F
U
E
R
T
E
S
T
R
E
E
T
PALOMAR AIRPORT ROAD
17
18
C&G
C&G
TSPB
TSPB
SW
SW
TS POLE
TS POLE1
1 4
1
1
4
1
1
13
1
4.0'
MIN
4.
0
'
MI
N
5
10
EL
F
U
E
R
T
E
S
T
R
E
E
T
PALOMAR AIRPORT ROAD
9
17
18
SW
C&G
TSPB
TSPB
SW
TS POLE
TS POLE C&G
4
1
1
1
1
3
1
4
1
1
2
4.
0
'
M
I
N
4.0'
MIN
5
10
9
EL
F
U
E
R
T
E
S
T
R
E
E
T
PALOMAR AIRPORT ROAD
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NO
R
T
H
CONSTRUCTION NOTES
RAMP 4266: GATEWAY ROAD AND EL FUERTE STREET (NW)
GENERAL NOTES
RAMP 4267: GATEWAY ROAD AND EL FUERTE STREET (SW)
RAMP 4265: GATEWAY ROAD AND EL FUERTE STREET (NE)
RAMP 4264: GATEWAY ROAD AND EL FUERTE STREET (SE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
C&G
TS POLE
C&G
SW
SW
TS POLE
TSPB
1
1
1
4
1
4
1
1
1
3
4.0'
MIN
4.
0
'
M
I
N
5
109
GATEWAY ROAD
E
L
F
U
E
R
T
E
S
T
R
E
E
T
17
18
C&G
C&G
LS
SW
TS POLE
TS POLE
TSPB
TSPB
SW
1
1
1
2
4 1
1
2
4
1
1
3
4.0'
MIN
4.
0
'
M
I
N
5
10
9
GATEWAY ROAD
E
L
F
U
E
R
T
E
S
T
R
E
E
T
17
18
C&G
C&G
SW
SW
TS POLE
TS POLE
TSPB
TSPB
1
1
4
2
1
2
4
1
1
1
3
4.
0
'
MI
N
4.0
'
MIN
5
10
9
GATEWAY ROAD
E
L
F
U
E
R
T
E
S
T
R
E
E
T
17
18
C&G
C&G
SW
SW
TS POLE
TS POLE
TSPB2
1
14
1
1
4
1
1
3
4.0
'
MIN4.
0
'
MI
N
5
10
9
GATEWAY ROAD
E
L
F
U
E
R
T
E
S
T
R
E
E
T
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMPS 5139 & 5140: BRESSI RANCH WAY AND EL FUERTE STREET
(SW & SE)
GENERAL NOTES
RAMP 1885: PASEO DEL NORTE AND CAMINO DE LAS ONDAS (NE)
RAMP 1886: PASEO DEL NORTE AND CAMINO DE LAS ONDAS (SE)RAMP 1883: PASEO DEL NORTE AND CAMINO DE LAS ONDAS (SW)
RAMP 1884: PASEO DEL NORTE AND CAMINO DE LAS ONDAS (NW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC CROSS GUTTER PER SDRSD G-12.8
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
C&G
TS POLE
TS POLE
TS POLE
TSPB
TSPB
TSPB
TSPB
LS
LS
C&G
SW
SW
C&G
PED BARRICADE
C&G
LS
SW
ICV
SW
4
1
1
1
2
1
4
1
1
1
31
1
1
1
1
4
1
1
3
1
14
1
2
1
5
4.
0
'
M
I
N
4.0'
MIN
4.0'
MIN
4
.
0
'
M
I
N
10
9
5
10
9
EL
F
U
E
R
T
E
S
T
R
E
E
T
BRESSI RANCH
W
A
Y
17
17
18
18
TS POLE
C&G
C&G
SW
SW
TSPB
TSPB
4
1
1
2
1
4
2 1
1
3
4.0'
MIN
4.
0
'
M
I
N
5
10
9
CAMINO DE LAS ONDAS
PA
S
E
O
D
E
L
N
O
R
T
E
17
18
C&G
C&G
SW
SW
TS POLE
TS POLE
TSPB
TSPB
CROSS GUTTER
3
41
1
1
2
2
1
4
1
1
3
1
4.
0
'
M
I
N4.0
'
MIN
10
10
9
5
8
CAMINO DE LAS ONDAS
PA
S
E
O
D
E
L
N
O
R
T
E
17
18
C&G
C&G
SW
SW
TSPB
TSPB
TS POLE
TS POLE
1
1
4
1
2
1
2
41
1
3
3
4.0'
MIN
4.
0
'
MI
N
10
10
5
8
9
P
A
S
E
O
D
E
L
N
O
R
T
E
CAMINO DE LAS ONDAS
17
18
C&G
C&G
SW
SW
TSPB
TSPB
TS POLE
TS POLE
1
4
1
2
1
4
2
1
1
1
3
4.0
'
MIN
4.
0
'
MI
N
5
10
9
CAMINO DE LAS ONDAS
PA
S
E
O
D
E
L
N
O
R
T
E
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20NORTH
CONSTRUCTION NOTES
RAMPS 5141-5144: VENADO STREET AND PIRAGUA STREET
GENERAL NOTES
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
18
PROTECT IN PLACE. ITEM PER PLAN.1
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONSTRUCT MODIFIED TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6"
CLASS II AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE
SHEET 2 CONSTRUCTION NOTE 18.
11
CONSTRUCT MODIFIED TYPE 'D-4' CURB RAMP PER SDRSD G-31 ON TOP OF 6"
CLASS II AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE
SHEET 2 CONSTRUCTION NOTE 18.
12
CONSTRUCT 6" WIDE RETAINING CURB (HEIGHT = 4" MIN)16
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
UTILITY BOX (2)
SIGN
SW
C&G
DRIVEWAY
SW
C&G
SW
C&G
DRIVEWAY
C&G
SW
CURB
C&G
SW
CURB
1
1
VE
N
A
D
O
S
T
R
E
E
T
PIR
A
G
U
A
S
T
R
E
E
T
4
1
1
11
11
10
3
3
10
1
6
4
4
3
10
9
3
10
1
1
1
1
1
3
10
1
4
1
1
12
4
1
1
1
16
16
16
17
17
17
17
18
18
18
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20
N
O
R
T
H
NORT
H
CONSTRUCTION NOTES
N
O
R
T
H
N
O
R
T
H
RAMPS 4546 & 4547: VERDE AVENUE AND BRAVA
STREET (SW & SE)
RAMPS 4553 & 4552: CARLINA STREET AND BRAVA
STREET (SE & NE)
GENERAL NOTES
RAMPS 4559 & 4560: DEL REY AVE AND CADENCIA STREET (NW &
SW)
RAMPS 2860 & 2862: ESFERA STREET AND PIRAGUA
STREET (NW & SW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
C&G
C&G
C&G
C&G
SW
SW
SW
SW
4
1
1 3
1
14
4
1
1
3
1
1
4
4.
0
'
M
I
N
3.0'
MIN
4.0'
MIN
3.
0
'
M
I
N
1810
9
6
10 9
VERDE AVENUE
B
R
A
V
A
S
T
R
E
E
T
17
17
6
18
SW
SW
SW
SW
C&G
C&G
C&G
C&G 1
1
4
1
1
4
1
1
4
3
3
1
1
4
4
.
0
'
M
I
N
3.0'
MIN
6
10
9 4.0'
MIN
3
.
0
'
M
I
N
6
10
9
BRAVA STR
E
E
T
CA
R
L
I
N
A
S
T
R
E
E
T
17
17
18
18
C&G
C&G
C&G
C&G
SW SW
SW
SDMH
SW
4
1
1
1
1
1
4
3
1
1 4
1
1
4
3
4.
0
'
M
I
N
3.0'
MIN
4.0'
MIN
3.
0
'
M
I
N
6
10
9
6
109
CADENCIA STREET
DE
L
R
A
Y
A
V
E
N
U
E
17
17
18
18
C&G
SW
C&G
C&G
C&G
SW
SW
SW
4
1
1
3
4
1
1
1
1
4
3
4
1
1
PIRAGUA STREET
ES
F
E
R
A
S
T
R
E
E
T
6 6
10
10
9 9
4.
0
'
M
I
N
3.0'
MIN
3.
0
'
M
I
N
4.0'
MIN
17
17
1818
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20
N
O
R
T
H
CONSTRUCTION NOTES
N
O
R
T
H
N
O
R
T
H
N
O
R
T
H
RAMPS 2983 & 2984: CADENCIA STREET AND PIRAGUA
STREET (SW & NW)
GENERAL NOTES
RAMPS 2986 & 2985: CADENCIA STREET AND PIRAGUA
STREET EAST (SE & NE)
RAMPS 2950 & 2949: ESFERA STREET AND BAJO
COURT (SW & SE)
RAMPS 2944 & 2941: ESFERA STREET AND CADENCIA
STREET (NW & NE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC CROSS GUTTER PER SDRSD G-12.8
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
SW
SW
SW
SW
C&G
C&G
C&G
CROSS GUTTER
3
1
1
4
4 1
1
3
1
3
41
1
4
1
1
3
4.0'
MIN
3
.
0
'
M
I
N
4
.
0
'
M
I
N
3.0'
MIN
9
6 810
10
6
8
10
10
9
CADENCIA STREET
PI
R
A
G
U
A
S
T
R
E
E
T
17
17
18 18
SWSW
C&G
C&GC&G
C&G
SW
CROSS GUTTER
4
1
1 3
3
1
1
4
3
1
1
4
3
1
1
4.
0
'
M
I
N
3.0'
MIN
4.0'
MIN
3.
0
'
M
I
N
10
6
8
6
8
9
9
10
10
10
CADENCIA STREET
PI
R
A
G
U
A
S
T
R
E
E
T
17
1718
18
CROSS GUTTER
C&G
C&G
C&G
C&G
SW
SW
SW
SW
FH
4
1
1
3
4 1
1
1
1
4
3
1
3
3
1
1
4
ESFERA STREET
BA
J
O
C
O
U
R
T
4.
0
'
M
I
N
3.0'
MIN
4.0'
MIN
3.
0
'
M
I
N
10 6
8
6
8 10
1010
1
9
9
17
17
18
18
C&G
SW
C&G
C&G
C&G
SW
SW
SW
1
4
1
3
1
1
4
1
1
4
3
1
1
4
ESFERA STREET
CA
D
E
N
C
I
A
S
T
R
E
E
T
4.0'
M
I
N
3.0
'
MIN 4.0'
MIN
3.
0
'
M
I
N
6
10
9
6
10
9
17
17
1818
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20N
O
R
T
H
CONSTRUCTION NOTES
RAMP 2842: LA COSTA AVENUE AND CADENCIA
STREET (NW)
GENERAL NOTES
RAMP 2809: LA COSTA AVENUE AND CADENCIA STREET (NE)RAMP 2810: LA COSTA AVENUE AND CADENCIA STREET (SE)
RAMP 2807: LA COSTA AVENUE AND CADENCIA STREET (SW)RAMPS 2856 & 2855: VENADO STREET AND ESFERA
STREET (NW & NE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC CROSS GUTTER PER SDRSD G-12.8
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONSTRUCT 6" WIDE RETAINING CURB (HEIGHT = 4" MIN)16
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
C&G
C&G
SW
SW
TSPB
TSPB
TS POLE
TS POLE
CROSS GUTTER
2
1
2
1 1
1
4
3
31
1
4 1
4.0
'
MIN
4.
0
'
M
I
N
5
8
10
10
9
CADENCIA STREET
LA
C
O
S
T
A
A
V
E
N
U
E
17
18
C&G
C&G
SW
SW
TSPB
TSPB
TS POLE
TS POLE
1
4
1
1
1
3
1
2
4
1
1
4.
0
'
MI
N3.0
'
MIN
6
10
9
CADENCIA STREET
LA
C
O
S
T
A
A
V
E
N
U
E
16
17
18
C&G
C&G
SW
SW
TSPB
TSPBTS POLE
TS POLE
CROSS GUTTER
2
1
4
1
1
3
3
21
4 1
1
4.
0
'
M
I
N
3.0'
MIN
10
10
6
8
9
LA
C
O
S
T
A
A
V
E
N
U
E
CADENCIA STREET
1
17
18
C&G
SW
SW
TSPB
TSPB
TS POLE
TS POLE
2
1
4
1
1
3
1
4
1
1
1
3.
0
'
M
I
N
4.0'
MIN
6
10
9
CADENCIA STREET
LA
C
O
S
T
A
A
V
E
N
U
E
17
18
C&G
C&G
C&G C&G
SW
SW
SW
SW
4
1
1
3
1
4
1
3
1
1
4
4
1
1
ESFERA STREET
VE
N
A
D
O
S
T
R
E
E
T
4.0'
MIN
3
.
0
'
M
I
N
4.
0
'
M
I
N
3.0
'
MIN
6
10
9
6
10
9
17
17
18 18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20
NORTH
CONSTRUCTION NOTES
RAMP 3169: EL CAMINO REAL AND LEVANTE STREET (NW)
GENERAL NOTES
RAMP 3166: EL CAMINO REAL AND LEVANTE STREET (NE)
RAMP 3168: EL CAMINO REAL AND LEVANTE STREET (SW)RAMP 3167: EL CAMINO REAL AND LEVANTE STREET (SE)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT TYPE 'C' CURB RAMP PER SDRSD G-29 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
6
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
1
2
4
1
1
1
1
4
1
1
3
C&G
C&G
SW
SW
TS POLE
TS POLE
TSPB
TSPB
LEVANTE STREET
4.0'
MIN
4.
0
'
M
I
N
5
10
9
EL
C
A
M
I
N
O
R
E
A
L
17
18
C&G1
1
4
1
1
4
1
1
3
C&G
SW
SW
TS POLE
TS POLE
4.
0
'
M
I
N
3.0'
MIN
6
10
9
LEVANTE STREET
EL
C
A
M
I
N
O
R
E
A
L
17
18
1
2
1
4
1
1
2 4
1
1
3
C&G
C&G
SW
SW
TS POLE
TS POLE
TSPB
TSPB
EL
C
A
M
I
N
O
R
E
A
L
4.
0
'
M
I
N
4.0'
MIN
5
10
9
LEVANTE STREET
17
18
1
1
1 4
1
1
2
4
1
1
3
C&G
C&G
SW
SW
TS POLE
TS POLE
TSPB
TSPB
4.
0
'
M
I
N
4.0'
MIN
5
10
9
LEVANTE STREET
EL
C
A
M
I
N
O
R
E
A
L
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20
NORTH
CONSTRUCTION NOTES
RAMP 2342: EL CAMINO REAL AND CALLE BARCELONA (NW)
GENERAL NOTES
RAMP 2343: EL CAMINO REAL AND CALLE BARCELONA (NE)
RAMP 2344: EL CAMINO REAL AND CALLE BARCELONA (SE)RAMP 2345: EL CAMINO REAL AND CALLE BARCELONA (SW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
TS POLE 1
1
4
1
1
3
2
1
4
1
1
TS POLE
SW
SW
C&G
C&G
TSPB
TSPB
CALLE BARCELONA
4.0'
MIN
4.
0
'
M
I
N
5
10
9
EL
C
A
M
I
N
O
R
E
A
L
17
18
1
1
2
1
4
1
3
1
4
1
1
TS POLE
TS POLE
SW
LS
C&G
C&G
GV
TSPB
1 SW4.0
'
MIN
4.
0
'
M
I
N
5
10
9
CALLE BARCELONA
EL
C
A
M
I
N
O
R
E
A
L
4
17
18
2
1
4
1
1
3
1
2
4
1
1
TS POLE
TS POLE
SW
SW
C&G
C&G
TSPB
TSPB
4.
0
'
M
I
N
4.0'
MIN
5
10
9
CALLE BARCELONA
EL
C
A
M
I
N
O
R
E
A
L
17
18
2
4
1
1
1
3
1
4
1
1
TS POLE
TS POLE
SW
SW
C&G
C&G
TSPB
4.
0
'
M
I
N
4.0'
MIN
5
10
9
CALLE BARCELONA
EL
C
A
M
I
N
O
R
E
A
L
4
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025
0
GRAPHIC SCALE IN FEET
10
5 10 20
N
O
R
T
H
CONSTRUCTION NOTES
RAMP 2505: RANCHO SANTA FE ROAD AND CALLE BARCELONA (NW)
GENERAL NOTES
RAMP 2506: RANCHO SANTA FE ROAD AND CALLE BARCELONA (NE)
RAMP 2507: RANCHO SANTA FE ROAD AND CALLE BARCELONA (SE)RAMP 2504: RANCHO SANTA FE ROAD AND CALLE BARCELONA (SW)
LEGEND
DESCRIPTION SYMBOL
1.LOCATION OF ALL ENTITIES AND LISTED DIMENSIONS ARE APPROXIMATE.
2.ALL UTILITIES WITHIN LIMITS OF WORK ARE TO BE PROTECTED IN PLACE,
ADJUSTED TO GRADE, OR REPLACED IN KIND.
3.CONTRACTOR TO REPLACE IN KIND ANY LIMIT LINE, PAVEMENT MARKINGS AND
SIGNAGE THAT ARE DISTURBED DURING CONSTRUCTION.
4.UNLESS OTHERWISE NOTED, OR APPROVED BY THE AGENCY, RAMP MID-POINT
SHALL BE PLACED MID-POINT OF CURB RETURN.
5.CONCRETE PAVEMENT (CROSS-GUTTER, SIDEWALK) TO BE REMOVED SHALL
BE REMOVED TO THE NEAREST JOINT.
6.BOTTOM LANDING OF RAMPS SHALL NOT EXCEED 5% RUNNING SLOPE.
7.DO NOT REPLACE MORE THAN TWO RAMPS AT THE SAME TIME AT AN
INTERSECTION.
8.SCHOOL ZONES SHALL HAVE DIFFERENT WORKING HOURS OF 9 AM TO 3:30 PM.
9.CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM GRAFFITI FOR AT
LEAST 48 HOURS AFTER POUR.
10.LIMITS OF CURB RAMP REPLACEMENT ON PLANS ARE APPROXIMATE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INVOLVED IN
PROVIDING AND CONSTRUCTING ACCESSIBLE COMPLIANT CURB RAMPS PER
SAN DIEGO REGIONAL STANDARD DRAWINGS INCLUDING REMOVAL OF AND
CONSTRUCTION OF CURB, CURB AND GUTTER, CROSS GUTTER SPANDREL,
ALLEY APRON, AC PAVEMENT AND SIDEWALK, REMOVAL OF EXISTING RAMPS
AND SIDEWALK ASSOCIATED WITH RAMP CONSTRUCTION, AND
CONSTRUCTION OF CURB, GUTTER AND SIDEWALKS IN PLACE, AS NECESSARY
TO ACHIEVE ADA COMPLIANT GRADES (REGARDLESS OF REPLACEMENT LIMITS
SHOWN ON PLANS).
11.AERIAL IMAGES SHOWN IN THIS PLAN ARE PROVIDED BY NEARMAP.
SAWCUT LINE
CURB RAMP LANDING AND GRADE
BREAKS
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE (AC)
PROPOSED TRUNCATED DOMES PER
SDRSD G-30
PROTECT IN PLACE. ITEM PER PLAN.1
ADJUST TO FINISHED GRADE. ITEM PER PLAN.2
SAWCUT PER SDRSD G-11.3
REMOVE EXISTING NON-COMPLIANT RAMP. REMOVE AND DISPOSE OF
EXISTING CONCRETE CURB RAMP, SIDEWALK, CURB AND GUTTER IN CONFLICT
WITH PROPOSED IMPROVEMENTS. SAWCUT TO NEAREST JOINT. MATCH TO
EXISTING SIDEWALK GRADES.
4
CONSTRUCT TYPE 'A-1' CURB RAMP PER SDRSD G-28 ON TOP OF 6" CLASS II
AGGREGATE BASE, IF EXISTING BASE MATERIAL IS UNSUITABLE SEE SHEET 2
CONSTRUCTION NOTE 18.
5
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD G-07, G-09, G-10. TRANSITION
WALKWAY TO MATCH EXISTING SIDEWALK AT NEAREST JOINT.
9
CONSTRUCT AC PAVEMENT (DEPTH TO MATCH EXISTING SECTION IN KIND).
BASE TO BE ROLLED AND UNYIELDING PRIOR TO PLACING AC.
10
CONCRETE CURB AND GUTTER PER SDRSD G-02, HEIGHT TO MATCH EXISTING
CURB HEIGHT IN KIND (6" MIN).
17
AREA TO COMPLY WITH SDRSD G-32A, IN ADDITION, MAXIMUM CROSS-SLOPE
OF ADJOINING GUTTER PAN AND AC ROAD SURFACE IMMEDIATELY ADJACENT
TO BOTTOM OF THE RAMP SHALL NOT EXCEED 2% MAX WITH A 5% MAX
COUNTER SLOPE WITHIN 4'-0" AREA OF BOTTOM LANDING.
18
C&G
1
4
1
1
3
2
1
4
1
1
C&G
SW
SW
TS POLE
TS POLE
TSPB
CA
L
L
E
B
A
R
C
E
L
O
N
A
4.0'
MIN
4.
0
'
M
I
N
5
10
9
RACNHO SANTA FE ROAD
17
18
2
4
1
1
3
1
2
4
1
1
1
C&G
C&G
SW
LS
SW
TS POLE
1 TS POLE
TSPB
TSPB
4.0
'
MIN
4.
0
'
M
I
N
5
10
9
RACNHO SANTA FE ROAD
CA
L
L
E
B
A
R
C
E
L
O
N
A
17
18
1
1
1
4
1
1
1
4
1
1
3
C&G
C&G
SW
SW
TSPB
TSPB
TS POLE
TS POLE
4.0
'
MIN
4.0'
M
I
N
5
10
9
RACNHO SANTA FE ROAD
CA
L
L
E
B
A
R
C
E
L
O
N
A
17
18
4
1
2
1
1
3
1
2
4 1
1
C&G
C&G
SW
SW
TS POLE
TS POLE
TSPB
TSPB
4.
0
'
M
I
N
4.0'
MIN
5
10
9
RACNHO SANTA FE ROAD
CA
L
L
E
B
A
R
C
E
L
O
N
A
17
18
552 3
Docusign Envelope ID: 98D614D3-9803-4E91-805D-08B5110A9CC8
4/23/2025