HomeMy WebLinkAboutEA 16-06; Carlsbad Boulevard CMP; Planning CommissionCONSTRUCTION PLANS
FOR
CMP REPLACEMENT PROGRAM
'R"" . :r""" r ;)' .. ~. . . t:: \."'' r.:
QCT 0 4 20i6
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(CARLSBAD BLVD NORTH OF ISLAND WAY)
PROJECT SITE~
l®
_111111'1 ..... CIII.,_JIU..._
VICINITY MAP
NO SCALE
SHEET INDEX
1 TITLE SHEET VICINilY MAP & LOCATION MAP
2 NOTES ABBREVIATIONS LEGEND & DETAILS
3 STORM DRAIN & SLOPE STABILIZATION IMPROVEMENTS -PLAN & PROFILE
4 STORM DRAIN IMPROVEMENTS-PLAN & PROFILE
REFERENCE DRAWINGS
DWG. 469-9 SOUTH CARLSBAD STATE BEACH PUMP STATION NO.3 FORCE MAIN & SANITARY SEWER-SITE PLAN
MAP 13253 CARLSBAD TRACT NO. 93-10 CARLSBAD SEAPOINTE RESORT
CALL811
ATLEASTTWODAYS
BEFORE YOU DIG
UNDERGROUNDSERVICi:AiiRlOfSOJTHERNCAUFORNIA
PROJECT NO. 6607
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
MATI HALL-MAYOR
KEITH BLACKBURN -MAYOR PROTEM
LORRAINE M. WOOD-COUNCIL MEMBER
MARK PACKARD-COUNCIL MEMBER
MICHAEL SCHUMACHER-COUNCIL MEMBER
TBD-PUBLIC WORKS DIRECTOR
SEPTEMBER 2016
PROJECT SITE
ED LOC~,~~~o~ MAP
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: AECOM TECHNICAL SERVICES, INC
ADDRESS: 401 W. A STREET SUITE 1200
CITY, ST.: SAN DIEGO, CALIFORNIA 92101
TELEPHONE: 619-610-7600
BY: JOSEPH LONG, PE DATE: ------
R.C.E. NO.: _ _;C;.:;5_;.43:c2....:9 _______ _
REGISTRATION EXPIRATION DATE: 12/31/17
1----~--~------------------+-~---r--+--1~ CITY OF CARLSBAD ISHEE~! L___!_j ENGINEERING DEPARTMENT 4 I I I I I I I II IMPROVEMENT PLANS FOR: I " I CMP REPLACEMENT PROGRAM (CARLSBAD BLVD) "AS BUILT .-=--. TITLE SHEET, VICINITY MAP
A: COM
DESIGN+ CONSULTING SERVICES-AMERICAS
1 COLUMBIA PLACE
401 W. A STREET, SUITE 1200
SAN DIEGO, CA. 92101
TEl: 619.610.7600 www.aecom.com
RCE---EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
DATE I INITIAl
ENGINEER <F WORK REVISION DESCRIPTlON
& LOCATION MAP
APPROVED: lBD
DATE INITIAL
GENERAL NOTES
1. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER, NOTED
WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
2. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY CONTRACTOR PRIOR TO FINAL
ACCEPTANCE OF THE WORK BY THE CITY.
3. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS.
4. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE
ENGINEER THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION
FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING
THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN
DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN
VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE
CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR
PRIOR TO EXCAVATION.
5. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATIENTION IS CALLED TO THE POSSIBLE EXISTENCE OF
OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE
PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND)
WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE
CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
7. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS
PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
AT&T
TIME WARNER CABLE
CITY OF CARLSBAD (STREETS AND STORM DRAIN)
CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER)
{800)42Z-4133
{800)660~7343
I800)B9Z~0123
I760)43B~7741
{760)434~29BO
I760)438~272Z
8. ITEMS THAT ARE NOT IDENTIFIED AS "TO BE REMOVED AND DISPOSED" SHALL BE PROTECTED-IN-PLACE.
9. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All TIMES
DURING CONSTRUCTION.
10. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION,
OPERATIONS SHALL CEASE IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER. OPERATIONS
SHALL NOT RESTART UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO so.
11. ALL OPERATIONS EXCEPT TRAFFIC CONTROL CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00A.M. AND 4:00P.M., MONDAYTHRU
FRIDAY.
12 All OFF-SITE HAUL ROUTES SHALL BE SUBMITIED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO
FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS
OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE HAULING.
13. UNLESS OTHERWISE INDICATED, SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL CAS DEFINED IN "STANDARD
GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" CI/ASCE 38-02. LEVEL C
INCLUDES SURVEYING SURFACE UTILITY FEATURES AND CORRELATING APPLICABLE UTILITY RECORDS TO THE
SURVEYED FEATURES.
14. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED
BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR DIG ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT
TOLL FREE 811 TWO FULL WORKING DAYS BEFORE YOU DIG.
BASIS OF COORDINATES
CLSB-112
N 2003815.193'
E 6236371.586'
ELEV 14l.B45' {NAVDB8)
RECORD OF SURVEY 17271
NAD 83 (199~.~L tt'ULH}
WELL MONUMENT STAMPED "LS 3189" IN CENTER OF
BULB CUL-DE-SAC AT THE NORTH END OF SALISBURY
DRIVE.
BENCHMARK
CLSB-126
ELEV 76.767' {NAVD 8B)
RECORD OF SURVEY 17271
2" IRON PIPE AND DISC STAMPED "CLSB-126 l.S. 6215"
15 FEET OFF EAST SHOULDER OF EL CAMINO REAL 100
FEET SOUTH OF INTERSECTION WITH TAMARACK AVE.
NOTES:
CLSB-126
N 2001291.609'
E 6236635.227'
£LEV 76.767' (NAVD 88)
RECORD OF SURVEY 17271
2" IRON PIPE AND DISC STAMPED "CLSB-126 l.S. 6215" 15
FEET OFF EAST SHOULDER OF EL CAMINO REAL100 FEET
SOUTH OF INTERSECTION WITH TAMARACK AVE.
PROPERTY LINES, CENTERLINE$, AND EXISTING EASEMENT LINES SHOWN HEREON
WERE ESTABLISHED FROM AVAILABLE RECORD MAPS AND ASSESSOR'S MAPS. NO
TITLE REPORTS WERE REVIEWED FOR THIS PROJECT. SELECT RECORD MONUMENTS
WERE TIED INTO THE PROJECT COORDINATE SYSTEM TO ORIENTATE RECORD MAPS.
BEARINGS AND DISTANCES TAKEN FROM THIS DRAWING REPRESENT A BEST FIT
COMPILATION OF RECORD DATA. THESE PROPERTY LINES AND EXISTING EASEMENT
LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY.
1® __ ........
CII..,_Jlllll...,
CALL 811
ATLE>\STrNODAYS BHORE~OUDIG
UNDE%ROUNDSERVIC£AlER10FSOUTHERNCAUFORNIA
GENERAL TRAFFIC CONTROL NOTES
1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL
NIGHT LANE CLOSURES.
2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED REFLECTORIZED AS SPECIFIED IN THE
SPECIFICATIONS.
3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF
ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES.
4. A G20-2 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF
THE WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS.
5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13"
REFLECTIVE SLEEVES.
6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (CALIFORNIA MUTCD, LATEST EDITION) SILENT TYPE SHALL BE USED IN RESIDENTIAL AREAS.
7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY 10 FEET.
8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS
FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF THE MUTCD.
9. PLACE C30 (CA) "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS.
10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED
USING SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SDRSD M-45.
11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12
OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS.
EXCAVATION NOTES
1. ALL EXISTING STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED PRIOR TO COMMENCEMENT OF
IMPROVEMENT WORK-ANY EXCEPTIONS SHALL REQUIRE WRITIEN PERMISSION FROM THE DISTRICT
ENGINEER.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SA FEn' BEFORE
ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO All PROVISIONS
OF THE STATE CONSTRUCTION SAFEn' ORDERS.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF All SIGNING AND STRIPING THAT WAS REMOVED OR
DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES.
2. All SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (LATEST VERSION), THE CAL TRANS STANDARD PLANS AND SPECIFICATIONS (LATEST
VERSION), THESE PLANS AND THE SPECIAL PROVISIONS.
3. All SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS
REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE TRANSPORTATION
DIRECTOR OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS
AFTER INITIAL PAINTING.
6. ALL SIGN AGE SHALL BE REFLECTIVE PER ASTM DESIGNATION 04956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE
SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED
LIMir AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE
VIP OR EQUAL)
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, All STREET STRIPING AND MARKINGS WITHIN A 500.
PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING
THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCATION OF STRIPING AND STOP LIMIT UNES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE All CONFLICTING PAINTED UNES, MARKINGS AND PAVEMENT. All PAVEMENT LEGENDS
SHALL BE THE LATEST VERSION OF THE CAL TRANS STENCILS.
10. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC
UNLESS OTHERWISE SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE.
--
---® RIP RAP EN~c~,~~ .. ~!.:SIPATER DETAIL ~
45-
40-
35-
30-
"AS BUILT"
A:COM
DESIGN+ CONSUL T!NG SERVICES-AMERICAS
1 COLUMBIA PLACE
401 W. A STREET, SUITE 1200
SAN DIEGO, CA. 92101
TEL: 619.610.7600 www.aecom.com
RCE ---EXP~ ----
REVIEWED BY:
INSPECTOR
EXIST GUARDRAil@ SECTION
(CUT MIRAMESH WHERE ~ SURFSIDE LN
Miramesh0GR
GEOGRID
NECESSARY TO CLEAR POSTS "" AND STAPLE SEAMS)
"{0.{{§''
CARLSBAD BLVD
ANCHOR TRENCH\ @TOE OF SLOPE
~EXIST EARTHEN SLOPEJ
{SEE NOTES)
DESIGN WIDTH
{VARIES 181NCHES ~ 32 FEET)
NOTES:
MATERIALS:
MIRAMESH ROLL SIZE= 8 FT WIDE x 150 FT LONG.
INSTALLATION:
ANCHOR TRENCH
@TOP OF SLOPE
{SEE NOTES)
UNROLL MIRAMESH DOWN THE SLOPE FACE. INSTALL USING ANCHOR TRENCHES AT THE TOP AND BOTTOM OF
SLOPE. AT TOP OF SLOPE, EXTEND MIRAMESH ONE FOOT (1FT) BEYOND TOP OF SLOPE AND INSERT INTO A
MINIMUM 6 INCH WIDE x 12 INCH DEEP ANCHOR TRENCH, BACKFILLED WITH COMPACTED SOILS. AT BOTTOM OF
SLOPE, EXTEND MIRAMESH INTO THE SAME SIZE ANCHOR TRENCH AT TOE OF SLOPE.
OVERLAP MIRAMESH A MINIMUM OF 6 INCHES ALONG ROll EDGES.
USE U -SHAPED SOIL STAPLES TO PIN MIRAMESH TO THE SLOPE FACE. INSTALL STAPLES ALONG THE ROLL OVERLAP
AND IN THE ROLL CENTER. USE A MAXIMUM STAPLE SPACING OF 3.5 FT ON CENTER.
SLOPE STABILIZA~I·~·~" SECTION ED
SCALE: 11'+ -.1. -u
PORTION OF EXIST AC PAVEMENT-
TO BE REMOVED AND DISPOSED
{LENGTH VARIES)
6'' CURB/ B" BERM 0
TRANSITION= 10' J~ 5 SEE PLAN w i= ~:;: EXIST 8" AC BERM tt: ~
TO BE REMOVED ~ §§ ~
AND DISPOSED "\..._ u I-
EXIST GROUND
QOW wo I="' ~~ ~o§
::::i~a:: .... ~ .... ::..:z::!:!! uux , .... w :7;~2
CARLSBAD BLVD
r EXIST AC PAVEMENT
{THICKNESS UNKNOWN)
VARIES ~ TYPE G CURB PER SDRSD SD~~f5~UTTER
f
"'\_EXIST CONCRETE PAVEMENT
(THICKNESS UNKNOWN)
NOTE: THIS DETAIL ALSO APPLIES TO NEW CURB INSTALLATION
WITHOUT THE REMOVAL OF EXIST AC BERM.
NEW CURB AND GU:r:-ER SECTION ED
SCALE: 1tL = .1 -u
CARLSBAD BLVD
EXIST AC BERM TO BE EXIST ACSURFACE\ /PROTECTED IN PLACE @STREET GRADE 48_00± FS
~ TRENCH ~::X~~~~~~Ep~~OPE
I u ~ ~
NOTE:
WIDTH CAL/OSHA REQUIREMENTS
EXIST 24" CMP TO BE
REPLACED WITH 24" RCP
42.10 FL@ SECTION
b:z~~fml~f--3/4" CRUSHED ROCK 4~ B"MIN
12"MAX
SEE SAN DIEGO REGIONAL STANDARD DRAWING D-60 (PIPE BEDDING
AND TRENCH BACKFILL FOR STORM DRAINS) FOR ADDITIONAL
INFORMATION.
STORM DRAIN TRENCH SECTIONED
SCALE: 1/4 .. = .1·-u
1 -45
-40
-35
-30
LEGEND
EXISTING FEATURES
~ WM --WATER METER
001 --FIRE HYDRANT
0wv --WATER VALVE
!>CXl --BLOWOFF so
~ BACK FLOW PREVENTER
q,, POWER POLE
+---a STREET UGHT
Ell PULLBOX
lEI --ELECTRIC CONTROL PANEL
[1'] TELEPHONE RISER
® --GAS VALVE
GV
lib MAILBOX
0 --SEWER MANHOLE
0 SEWER CLEAN OUT sco
@) --STORM DRAIN MANHOLE
-X----FENCE ---WALL
* --PALM {SIZE AS NOTED)
_a_ SIGN
~ SURVEY MONUMENT
ED---SECTION/PROFILE DESCRIPTOR
---SHEET WHERE DETAIL APPEARS
ABBREVIATIONS
APPROX APPROXIMATE
BC BEGINNING OF CURVATURE
CL CENTERLINE
CONC CONCRETE
CP CONCRETE PIPE
DWG DRAWING
E fASTING
EC END OF CURVATURE
ELEV ELEVATION
E'LY EASTERLY
EXIST EXISTING
FL FLOWLINE
FM FORCE MAIN
HOPE HIGH DENSITY POLYETHYLENE
HP HIGH PRESSURE
HT HEIGHT
INT INTERSECTION
LF LINEAR FEET
LT LEFT
MAX MAXIMUM
MH MANHOLE
MOD MODIFIED
N NORTHING
PCC PORTLAND CEMENT CONCRETE
POT POINT ON TANGENT
PRC POINT OF REVERSING CURVATURE
PVC POLYVINYL CHLORIDE
RC RELATIVE COMPACTION
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
RT RIGHT
SDCO STORM DRAIN CLEANOUT
SDMH STORM DRAIN MANHOLE
SDRSD SAN DIEGO REGIONAL STANDARD DRAWING
STD STANDARD
STL STEEL
SWR SEWER
TYP TYPICAL
UNK UNKNOWN
VCP VITRIFIED CLAY PIPE
W'LY WESTERLY
WTR WATER
1----~--1---------------------+-~~-~-----+--4~ CITY OF CARLSBAD ISHEE~I L____1__j ENGINEERING DEPARTh.4ENT 4
DATE
DATE DATE 1 INmAL
ENGINEER Of WORK REVISION DESCRIPllON DATE
IMPROVEMENT PlANS FOR:
CMP REPLACEMENT PROGRAM (CARLSBAD BLVD)
NOTES, ABBREVIATIONS,
LEGEND & DETAILS
APPROVED: lBO
PUBUC WORKS DIRECTOR, PE EXP._j_j_20_ ~
20 10
@
ENVIRONMENTALLY
SENSITIVE AREA
20 40
SCALE IN FEET
® --~~~~ow. ca~ ........ _
CALL 811
ATLEASTTWODAYS BEfORE YOU DIG
UNDHGROUNDSERVICEALERTOFSOLiTHERII-CALI'ORNIA
--
=> w.-~rn ~ ~~60 z encooo <rm 00 coo:::VJO coDa N=>o<i
"' ~ :::> "' Cl z <t
APPRDX LIMITS OF SLOPE
STABILIZATION COVERAGE
AREA=: 4275 FT2 ±
--~
5+00 0+00
CONSTRUCTION NOTES:
1. PIPE BEDDING AND TRENCH BACKFILL PER SDRSD D-60.
2. REPlACE EXIST BASE COURSE SECTION WITH 4" CONCRETE
OVER 6" AB ACROSS CARLSBAD BLVD.
3. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO
COMMENCING WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT
OF ALL SIGNING AND STRIPING DAMAGED OR REMOVED
DURING CONSTRUCTION.
5. CONTRACfOR SHALL PROTECf ALL EXISTING UTILITIES IN PLACE
UNLESS NOTED ON PLANS.
1+00
~ I"'~
C:::l.ci,...,j_ .-;UVl II ;.,on 0 1.0 • coo>-~~~5~~(3g ~~~~ ~Sffi~ coZUJ!::.. r-!UC...X
~--~ ~~ .. i
• • ~••u••w • ~ ' ==:l, 0?(4 J ~
6. CONTRACTOR SHALL DEWATER UTILITY TRENCHES AS REQUIRED.
7. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE
CITY ENGINEER FOR APPROVAL BEFORE COMMENCING WORK.
8. RIGHT-OF-WAY (R/W) SHOWN ON PLANS IS SCHEMATIC ONLY.
9. INSTALL BIOCLEAN CURB INLET FILTER (OR APPROVED EQUAl).
DEMOLITION NOTES:
& PROTECT EXIST SIGN IN PLACE .
.&. REMOVE AND REPLACE EXIST SIGN IN KIND, AFTER CONSTRUCTION.
& REMOVE AND DISPOSE 260 SQ. FT± OF EXIST ASPHATIC CONCRETE
§
~EXIST 8" AC BERM
"' ~ ~o <i~~ 3 ~3\ ~~BS ~~~~ ~oZo
o O.:rO ol"'z ~~~ ~~ffi~ffi .--tUc...c::c...
:;:
oi
" N
o0'10 u9~ OClq
VlO II <t~>-:;\1~~0 ~;:::~~ +...JwU ..... uc...x
STORM DRAIN ALIGNMENT TABLE
NO. BEARING/DELTA RADIUS LENGTH REMARKS
1 N 44"54'41" W 41.40' 24" RCP (D-2DDD)'
2 N 70"59'15" E 8.85' 18" RCP (D-2DDD)'
3 N 18"28'42" W 149.25' 24" RCP (D-2DDD)'
4 N 48"44'54" W 110.54' 24" RCP (D-2DDD)'
5 N 18"09'52" W 90.04' 24" RCP ID-2DOO)'
INDICATES WATER TIGHT JOINTS
CARLSBAD
"' ~ :::> "' "' '" "' :::> u r-2
~ I
I
I ~EARTHEN SLOPE
WITH ICE PLANT ~
I
"' "' ~ ~ :::> :::> <.:> <.:>
"' "' '" '" "' "' :::> :::> u u r-r-0 2 ~
A: COM
DESIGN+ CONSULTING SERVICES-AMERICAS
1 COLUMBIA PLACE
401 W. A STREET, SUITE 1200
SAN DIEGO, CA. 92101
TEL: 619.610.7600 www.aecom.com
I ,
I
"' ~ :::> <.:>
"' '" "' :::> u r-2
27.D7'
1,36.24' I I
I lz "' Vi ~:;: ;il
0: =>"'
"' u "' "' <.:>:3
~ ~~ ~ ~ oou
U<t ~:c :::> ~~ :::> :::> ""' "' "' "' Ut-"<tN "' ~~ "' "' 1.!:)!:!:!0"!~
'"-'" '" ><"'~ "'~ ,_r-"' "'~ )5:'wNr--0 :::>N §8 :::> :::>N ~G~~~ u<i u u~ r-"' r-r-"' ~~~~8 ou d!B. 0 ou ~r-~ ~r-w~Z..ul-
"AS BUILT"
RCE ___ EXP-----DATE
REVIEWED BY:
INSPECTOR DATE
z Vi
;il
0: u ~~ U<t ~~ >-o ~s X ' wU ~~ ue
BLVD
EXIST 6" AC BERM
CURB ALIGNMENT TABLE
0
0 + Lf')
L.U z
:::J :c u I-<(
~
NO. I BEARING/DELTA I RADIUS I LENGTH I REMARKS
N 19'11'3D" W I I 4D.OD' I1YPE G CURB & GUTIER
N 17"33'1D" W I I 2DO.SD' I1YPE G CURB & GUTIER
** 10' TRANSITION FROM 6" CONCCURB AND GUTTER TO 8" AC CURB
PAVEMENT (THICKNESS UNKNOWN). MINOR GRADING WILL BE REQUIRED
TO FILL ALL VOID REGIONS CREATED FROM THE AC REMOVAL
THIS AREA DOES NOT INCLUDE THE AC REMOVAL NECESSARY FOR CURB
& GUTTER INSTALLATION.
.&. REMOVE AND DISPOSE 40 LF± OF EXIST 8" AC BERM.
& REMOVE AND DISPOSE REMNANTS OF EXIST CONCRETE HEADWALL
(35C-14) AS NECESSARY FOR CONSTRUCTION.
& REMOVE AND DISPOSE EXIST TYPE F CATCH BASIN (35C-13).
& REMOVE AND REPLACE 45 LF± OF EXIST 6" AC BERM AND 45 SQ. FT±
OF EXIST AC SPILLWAY AFTER CONSTRUCTION.
&. PROTECT EXIST 6" AC BERM IN PLACE.
&. REMOVE AND DISPOSE 391.23 LF OF 24" CMP STORM DRAIN (TOTAL THIS SHEET).
D
D
m
~
INDICATES LIMITS OF EXIST ASPHALTIC CONCRETE PAVEMENT.
INDICATES LIMITS OF EXIST CONCRETE PAVEMENT.
INDICATES APPROX LIMITS OF EXIST AC PAVEMENT TO BE REMOVED.
)SEE DEMOLITION NOTE 3)
INDICATES APPROX AREA OF EXIST SLOPE STABILIZATION.
1---~--1--------------------+-~~~--+--4~ CITY OF CARLSBAD ISHEE~, L___i_j ENGINEERING DEPARTMENT 4
DATE I INITIAl
ENGINEER OF" WORK REVISION DESCRIPTION
DATE INITIAL
I IMPROVEMENT PLANS FOR:
CMP REPlACEMENT PROGRAM (CARLSBAD BLVD)
STORM DRAIN PLAN & PROFILE
20 10
1® __ .....,
20
SCALE IN FEET
CALL 811
AT LEAST TWO DAYS
BEFORE YOU DIG
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6+00
CARLSBAD
STORM DRAIN ALIGNMENT TABLE l
NO. I BEARING/DELTA I RADIUS I LENGTH REMARKS Nl N 18"09'52" w I I 272.40' 24" RCP (D-2000)'
]'2II N 77"38'44" E I I 27.80' 24" RCP (D-2000)'
* INDICATES WATER TIGHT JOINTS
7+00
~~6"ACCURB
A:COM
DESIGN+ CONSULTING SERVICES AMERICAS
1 COLUMBIA PLACE
401 W. A STREET, SUITE 1200
SAN DIEGO, CA. 92101
TEL: 619.610.7600 www.aecom.com
"AS BUILT"
RCE---EXP-----
REVIEWED BY:
INSPECTOR
BLVD
DATE
DATE
z v;z ri!i<i: I;;, ~~ <tO r~~; g8~ ·~~ cou::!. CONSTRUCTION NOTES:
1. PIPE BEDDING AND TRENCH BACKFILL PER SDRSD D-60.
2. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO
COMMENCING WORK.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPlACEMENT
OF ALL SIGNING AND STRIPING DAMAGED OR REMOVED
DURING CONSTRUCTION.
4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES IN PLACE
UNLESS NOTED ON PlANS.
5. CONTRACTOR SHALL DEWATER UTILITY TRENCHES AS REQUIRED.
6. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PlAN TO THE
CITY ENGINEER FOR APPROVAL BEFORE COMMENCING WORK.
7. RIGHT-OF-WAY (R/W) SHOWN ON PLANS IS SCHEMATIC ONLY.
DEMOLITION NOTES:
&. PROTECT EXIST 18" RCP IN PLACE.
& PROTECT EXIST 6" AC B~RM IN PLACE.
& REMOVE AND DISPOSE 300.20 LF OF 24" CMP STORM DRAIN (TOTAL THIS SHEET).
D INDICATES LIMITS OF EXIST ASPHALTIC CONCRETE PAVEMENT.
1----~--~------------------+-~r--r--+--1~ CITY OF CARLSBAD ISHEE~, ~ ENGINEERING DEPARTMENT 4
DAlE I INITIAl
ENGINEER CF WORK REVISION DESCRIP110N
DATE I INillAL
OTHER APPROVAL
DATE I 1NJT1Al
OTY APPROVAL
IMPROVEMENT PLANS FOR:
CMP REPLACEMENT PROGRAM (CARLSBAD BLVD)
STORM DRAIN PLAN & PROFILE
APPROVED: TBD