AR 1 Attachment C - Eaton Wash Storwmater Capture Project design plans as of 11172025

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EATON WASH STORMWATER CAPTURE PROJECT
COVER SHEET 111
G-01
1 Attachment C

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EATON WASH STORMWATER CAPTURE PROJECT
111
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FOR CONSTRUCTION GENERAL NOTES 1
G-02
2 SHEET INDEX
PAGE # SHEET
# SHEET TITLE

GENERAL
1 G-01 TITLE SHEET
2 G-02 GENERAL NOTES 1
3 G-03 GENERAL NOTES 2
4 V-01 EXISTING CONDITIONS PLAN 1
5 V-02 EXISTING CONDITIONS PLAN 2
6 V-03 EXISTING CONDITIONS PLAN 3
7 V-04 EXISTING CONDITIONS PLAN 4
8 V-05 EXISTING CONDITIONS PLAN 5
9 CD-01 DEMOLITION PLAN 1
10 CD-02 DEMOLITION PLAN 2
11 CD-03 DEMOLITION PLAN 3
12 CD-04 DEMOLITION PLAN 4
13 CD-05 DEMOLITION PLAN 5

CIVIL SITE
14 CS-01 SITE PLAN 1
15 CS-02 SITE PLAN 2
16 CS-03 SITE PLAN 3
17 CS-04 SITE PLAN 4
18 CS-05 SITE PLAN 5
19 CS-06 HORIZONTAL CONTROL PLAN 1
20 CS-07 HORIZONTAL CONTROL PLAN 2
21 CS-08 HORIZONTAL CONTROL PLAN 3
22 CS-09 HORIZONTAL CONTROL PLAN 4
23 CS-10 HORIZONTAL CONTROL PLAN 5
24 CS-11 STRIPING PLAN

CIVIL GRADING
25 CG-01 EROSION CONTROL PLAN 1
26 CG-02 EROSION CONTROL PLAN 2
27 CG-03 EROSION CONTROL PLAN 3
28 CG-04 EROSION CONTROL PLAN 4
29 CG-05 EROSION CONTROL PLAN 5
30 CG-06 GRADING PLAN 1
31 CG-07 GRADING PLAN 2
32 CG-08 GRADING PLAN 3
33 CG-09 GRADING PLAN 4
34 CG-10 GRADING PLAN 5
35 CG-11 GRADING SECTIONS MAP
36 CG-12 GRADING SECTIONS

CIVIL UTILITY
37 CU-01 UTILITY PLAN & PROFILE 1
38 CU-02 UTILITY PLAN & PROFILE 2
39 CU-03 UTILITY PLAN 3
40 CU-04 UTILITY PLAN 4
41 CU-05 SCE LID
42 CU-06 DETAILS 1
43 CU-07 DETAILS 2
44 CU-08 DETAILS 3
45 CU-09 DETAILS 4
46 CU-10 DETAILS 5
47 CU-11 DETAILS 6
48 CU-12 DETAILS 7
49 CU-13 DETAILS 8
50 CU-14 DETAILS 9
VERTICAL CONTROL:

VERTICAL VALUES SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UTILIZING COUNTY OF LOS ANGELES BENCHMARKS LISTED BELOW:

1. BENCHMARK NO: HG4123
CSBM MON IN N ENF C. B. @ NE COR SAN GABRIEL BLVD & DEL MAR BLVD MKD (BM 10-7A 1971 RE 5869) ELEVATION 696.63 NAVD88

2. BENCHMARK NO: HG3604
L&BN IN S END C. B. 3.3FT N/O BCR @ NW COR DEL MAR BLVD & SAN GABRIEL BLVD ELEVATION 697.07 NAVD88
HORIZONTAL CONTROL:

THE BASIS OF HORIZONTAL CONTROL FOR THIS PROJECT IS CALIFORNIA COORDINATE SYSTEM NAD83 ZONE 5, (2010.00) DETERMINED LOCALLY BY THE FOLLOWING N.G.S. CONTINUOUS OPERATING REFERENCE STATIONS (C.O.R.S.):

N.G.S. C.O.R.S. AZU1:

NORTHING = 1868257.71' EASTING = 6592998.35'
N.G.S. C.O.R.S. TORP:

NORTHING = 1748960.14' EASTING = 6461222.49'
THE COMBINATION FACTOR FOR THIS PROJECT WAS APPLIED AT THE FOLLOWING POINT:

NORTHING = 1873453.46' EASTING = 6535989.24'
MAPPING ANGLE = -0°02'54" SCALE FACTOR = 1.00004758
SWPPP - WDID# (TO BE ADDED)

UTILITY CONTACT LIST
UTILITY NAME TELEPHONE NO.

GAS SOUTHERN CALIFORNIA GAS CO. (714) 634-5067

STORM DRAIN &

WASTE WATER
PASADENA PUBLIC WORKS - SEWER & STORM DRAIN (626) 744-7389 ROAD LOS ANGELES COUNTY PUBLIC WORKS (626) 458-1709
WATER PASADENA WATER & POWER (626) 744-7478

COMMUNICATION AT&T
LUMEN

SPECTRUM
(888) 290-3111
(877) 366-8344
(818) 922-6839

ELECTRIC PASADENA WATER & POWER

SOUTHERN CALIFORNIA EDISON - METRO EAST
(626) 744-4271
(949) 815-8934

SHEET INDEX
PAGE # SHEET # SHEET TITLE

LANDSCAPE PLANTING
87 LP-01 PLANTING NOTES AND LEGEND
88 LP-02 PLANTING PLAN 1
89 LP-03 PLANTING PLAN 2
90 LP-04 PLANTING PLAN 3
91 LP-05 PLANTING DETAILS 1
92 LP-06 PLANTING DETAILS 2

ELECTRICAL
93 E-01 GENERAL ELECTRICAL NOTES
94 E-02 ELECTRICAL LEGEND AND

ABBREVIATIONS
95 E-03 SINGLE LINE DIAGRAM
96 E-04 ELECTRICAL SITE PLAN
97 E-05 ELECTRICAL ENLARGED PLAN
98 E-06 ELECTRICAL SCHEMATICS
99 E-07 ELECTRICAL SCHEDULES
100 E-08 ELECTRICAL DETAILS 1
101 I-01 PROCESS AND INSTRUMENTATION

DIAGRAM
102 I-02 INSTALLATION DETAILS 1

STRUCTURAL
103 S-01 STRUCTURAL GENERAL NOTES
104 S-02 STRUCTURAL ABBREVIATIONS
105 S-03 DIVERSION STRUCTURE
106 S-04 OUTLET PENETRATION
107 S-05 STANDARD DETAILS 1
108 S-06 STANDARD CONCRETE DETAILS 1

MECHANICAL
109 M-01 MECHANICAL LEGEND AND

ABBREVIATIONS
110 M-02 PUMP STATION PLAN AND SECTION

THORNDALE ROAD SIDEWALK IMPROVEMENT
111 TH-01 WEST END TO MADRE STREET

SHEET INDEX
PAGE # SHEET # SHEET TITLE

TREE DISPOSITION
51 LD-01 TREE DISPOSITION NOTES & LEGEND 1
52 LD-02 TREE DISPOSITION NOTES & LEGEND 2
53 LD-03 TREE DISPOSITION NOTES & LEGEND 3
54 LD-04 TREE DISPOSITION NOTES & LEGEND 4
55 LD-05 TREE DISPOSITION NOTES & LEGEND 5
56 LD-06 TREE DISPOSITION NOTES & LEGEND 6
57 LD-07 TREE DISPOSITION NOTES & LEGEND 7
58 LD-08 TREE DISPOSITION PLAN 1
59 LD-09 TREE DISPOSITION PLAN 2
60 LD-10 TREE DISPOSITION PLAN 3
61 LD-11 TREE DISPOSITION PLAN 4
62 LD-12 TREE DISPOSITION PLAN 5

LANDSCAPE CONSTRUCTION
63 LS-01 CONSTRUCTION NOTES AND LEGEND
64 LS-02 CONSTRUCTION PLAN 1
65 LS-03 CONSTRUCTION PLAN 2
66 LS-04 CONSTRUCTION PLAN 3
67 LS-05 CONSTRUCTION PLAN 4
68 LS-06 CONSTRUCTION PLAN 1
69 LS-07 CONSTRUCTION DETAILS 1
70 LS-08 CONSTRUCTION DETAILS 2
71 LS-09 CONSTRUCTION DETAILS 3
72 LS-10 CONSTRUCTION DETAILS 4
73 LS-11 CONSTRUCTION DETAILS 5

LANDSCAPE LIGHTING
74 LL-01 LIGHTING PLAN 1
75 LL-02 LIGHTING PLAN 2
76 LL-03 LIGHTING PLAN 3
77 LL-04 LIGHTING DETAILS 1
78 LL-05 LIGHTING DETAILS 2

LANDSCAPE IRRIGATION
79 LI-01 MASTER IRRIGATION LEGEND
80 LI-02 IRRIGATION PLAN 1
81 LI-03 IRRIGATION PLAN 2
82 LI-04 IRRIGATION PLAN 3
83 LI-05 IRRIGATION DETAILS 1
84 LI-06 IRRIGATION DETAILS 2
85 LI-07 IRRIGATION DETAILS 3
86 LI-08 IRRIGATION DETAILS AND WATER CALCS

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EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE PROJECT TECHNICAL SPECIFICATIONS. WORK

NOT COVERED BY THE PROJECT SPECIFICATIONS SHALL CONFORM TO THE

STANDARD PLANS OF LOS ANGELES COUNTY, THE CITY OF PASADENA, AMERICAN

PUBLIC WORKS ASSOCIATION AND CALTRANS STANDARD PLANS AND SPECIFICATIONS (ALL LATEST EDITIONS).

2. NOTIFICATION: AT LEAST TEN (10) DAYS BEFORE THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY, IN WRITING, ALL HOMES LOCATED WITHIN 500 FEET OF THE WORK AREA, OF THE PROPOSED CONSTRUCTION START DATE. A COPY OF SAID

WRITTEN NOTIFICATION SHALL BE PROVIDED TO THE INSPECTOR FOR WRITTEN

APPROVAL BEFORE THEY ARE DISTRIBUTED TO THE OCCUPANTS OF THE ABUTTING PROPERTY.

3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER TWO (2) WORKING DAYS IN ADVANCE PRIOR TO STARTING WORK AT (626) 744-7311.

4. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES 48 HOURS IN ADVANCE PRIOR TO WORKING AROUND THEIR FACILITIES.

5. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 811 48 HOURS IN ADVANCE PRIOR TO WORKING AROUND THEIR FACILITIES.

6. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE CITY OF

ANY CONDITIONS REQUIRING CORRECTION OR MODIFICATION PRIOR TO PROCEEDING WITH THE WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL WORK ON THE SITE.

8. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED BY THE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE DRAWINGS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL DRAWINGS WITH ITS SUBCONTRACTORS. ALL SUBCONTRACTORS SHALL BE FURNISHED WITH COMPLETE SETS OF PLANS AND SPECIFICATIONS BY THE CONTRACTOR.

10. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ENGINEER BEFORE PROCEEDING WITH THE WORK.

11. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE AS REQUIRED. ALL EXISTING UTILITY CROSSINGS SHALL BE POTHOLED AND FIELD LOCATED. IN ANY INSTANCES WHERE THE CLEARANCE BETWEEN THE TOP OF

THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE OR CONDUIT IS LESS THAN 18", CONTRACTOR SHALL INSTALL BLANKET PROTECTION IN ACCORDANCE WITH THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 225-2.

EXISTING FACILITY NOTE

ALL EXISTING INFORMATION SHOWN ON THE PLANS PREPARED BY CRAFTWATER HAS BEEN TRANSFERRED FROM DOCUMENTS PROVIDED BY THE CITY OF PASADENA. CRAFTWATER

HAS PROVIDED DRAFTING SERVICES ONLY WITH REGARD TO DEPICTING EXISTING IMPROVEMENTS AND CONDITIONS. CRAFTWATER CANNOT GUARANTEE THE ACCURACY OR COMPLETENESS OF EXISTING INFORMATION SHOWN. IF CONTRACTOR NOTICES ANY

DISCREPANCIES BETWEEN EXISTING INFORMATION SHOWN ON THESE PLANS AND ACTUAL

CONDITIONS, THE CONTRACTOR SHALL GIVE NOTICE OF SUCH FACT TO THE CITY OR ITS REPRESENTATIVE WITHOUT DELAY.

JOB SITE RESPONSIBILITY

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED

TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE

COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

WORK AREA RESTRICTIONS

1. ONCE AUTHORIZED BY THE CITY TO COMMENCE WORK WITHIN THE LACFCD STORM DRAIN, THE CONTRACTOR SHALL NOTIFY THE FLOOD MAINTENANCE DIVISION AT TELEPHONE (626) 458-4304 (8:00AM TO 4:00PM) AND WATER RESOURCES DIVISION (OPERATIONS SECTION) AT TELEPHONE (626) 458-6177 AND PROVIDE THEM WITH A SCHEDULE OF ACTIVITIES A MINIMUM OF 120 HOURS (5 WORKING DAYS) BEFORE STARTING ANY WORK UNDER THE PERMIT.

2. CONTRACTOR SHOULD BE AWARE THAT IMPROVEMENTS WITHIN THE LACFCD STORM

DRAIN MAY OCCUR WHEN LARGE FLOWS ARE PRESENT WITHIN THE LACFCD STORM

DRAIN, RAIN GAUGES THROUGHOUT THE WATERSHED SHOULD BE MONITORED DURING ALL WORK WITHIN THE LACFCD STORM DRAIN. CONTRACTOR IS RESPONSIBLE FOR

SAFELY DIVERTING AND CONVEYING FLOW WITHIN THE WORK AREA THROUGHOUT THE DURATION OF CONSTRUCTION.

3. PRIOR TO ANY WORK WITHIN THE LACFCD STORM DRAIN, THE CONTRACTOR SHALL

SUBMIT A WATER DIVERSION PLAN TO THE CITY AND THE LOS ANGELES COUNTY FLOOD CONTROL DISTRICT (LACFCD) TO PROVIDE BYPASS CAPACITY AS FOLLOWS:
· APRIL 16 TO MAY 31: xx.xx CFS (33%)
· JUNE 1 TO AUGUST 31: xx.xx CFS (5%)
· SEPTEMBER 1 TO OCTOBER 14: xx.xx CFS (33%)
· NO WORK WILL BE ALLOWED IN THE LACFCD STORM DRAIN DURING THE PERIOD OF OCTOBER 15-APRIL 15 PLEASE SEE PERMIT POLICY DURING THE STORM SEASON FOR MORE DETAILS.

4. THE CONTRACTOR SHALL SUBMIT THE WATER DIVERSION PLAN A MINIMUM OF 60-DAYS

PRIOR TO THE ANTICIPATED START DATE OF THE WORK TO OCCUR WITHIN THE STORM DRAIN. THE WATER DIVERSION PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND LACFCD.

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NOTES

1. IN THE CASE OF EMERGENCY, CALL CITY OF PASADENA ENGINEER AT (626) 744-7311.

2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ONSITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT

TRANSPORTATION FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

5. THE CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT THE SWPPP FOR APPROVAL BY THE CITY.

GENERAL NOTES
EROSION CONTROL NOTES:

1. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT. SITE AT ALL TIMES.

2. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.

3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.

4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER.

SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.

5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.

6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.

9. THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE LATEST EDITION OF THE LACDPW CONSTRUCTION SITE BMP MANUAL (CONSTRUCTION), MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR THE BUILDING OFFICAL):

UTILITY NOTES

1. A PERMIT SHALL BE OBTAINED AND ALL FEES AND DEPOSITS FOR CONSTRUCTION INSPECTION SHALL BE PAID TO THE LOS ANGELES COUNTY PUBLIC WORKS AT THE PERMIT COUNTER, 900 SOUTH FREMONT AVENUE, 8TH FLOOR, PRIOR TO STARTING WORK UNDER THIS CONTRACT. ALSO, ALL OTHER REQUIRED PERMITS, SUCH AS ROAD EXCAVATION PERMITS, MUST BE OBTAINED PRIOR TO STARTING WORK.

2. APPROVAL OF THIS PLAN BY LOS ANGELES COUNTY DOES NOT CONSTITUTE A REPRESENTATION TO THE

ACCURACY OF THE LOCATION, OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL SHEETS.

3. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (INCLUDING SUPPLEMENTS).

4. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN REGARD TO SAFETY ORDERS AND SHALL CONFORM TO THE "MINIMUM PUBLIC SAFETY REQUIREMENTS" AS SHOWN ON THE LOS ANGELES COUNTY PUBLIC WORKS STANDARD PLAN 6008.

5. ELEVATIONS ARE IN FEET ABOVE U.S.C. AND G.S. MEAN SEA LEVEL DATUM OF 1929 UNLESS OTHERWISE INDICATED.

6. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED, AND APPROVED.

7. ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.

8. TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES (OR RADIAL) TO THE CONDUIT CENTERLINE EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS.

9. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2-INCH CLEARANCE UNLESS OTHERWISE SPECIFIED.

10. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL, PER ASTM A615 GRADE 60.

11. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "MANUAL OF STANDARD PRACTICE."

12. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTERLINE OF STEEL UNLESS OTHERWISE NOTED.

13. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR 18 INCHES, WHICHEVER IS GREATER.

14. ALL CONSTRUCTION JOINTS IN THE FOOTING OR SLABS AND WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED.

15. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4-INCH CHAMFER.

16. UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL BE MEASURED VERTICALLY OR HORIZONTALLY AND PARALLEL OR AT RIGHT ANGLES (OR RADIAL) TO THE CENTER LINE OF CONSTRUCTION.

17. CONCRETE BACKFILL IS REQUIRED WHEN THE PIPE HAS LESS THAN ONE-FOOT OF COVER. THE CONCRETE BACKFILL SHALL CONSIST OF 1:3:5 MIX, PORTLAND CEMENT CONCRETE POURED FROM WALL TO WALL OF TRENCH AND FROM BOTTOM OF TRENCH TO A MINIMUM OF 4 INCHES OVER THE TOP OF THE PIPE.

18. ALL PIPES SHALL BE PLACED IN TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST 3 FEET ABOVE THE TOP OF THE PIPE ELEVATION OR AT FINISH SURFACE ELEVATION, WHICHEVER IS LESS.

19. ALL BACKFILL AND RELATIVE COMPACTION FILLS OUTSIDE OF STREET RIGHT OF WAY SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SOIL TEST D 1557-91 METHOD D UNLESS OTHERWISE SPECIFIED. THIS SHALL BE CERTIFIED BY A SOILS ENGINEER. THIS CERTIFICATION SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO ACCEPTANCE OF THE WORK BY THE COUNTY.

20. ALL BACKFILL AND FILLS WITHIN STREET RIGHTS OF WAY SHALL BE COMPACTED IN ACCORDANCE WITH CITY REQUIREMENTS UNLESS OTHERWISE NOTED AND INSPECTED BY THE CITY. THE SOIL COMPACTION SHALL BE CERTIFIED BY A GEOTECHNICAL ENGINEER.

21. PIPE BEDDING SHALL BE:
-IN ACCORDANCE WITH THE LOS ANGELES COUNTY PUBLIC WORKS STANDARD PLAN NO. 3092 UNLESS OTHERWISE NOTED.
-ACCORDING TO STANDARD PLAN NO. 3080-2, CASE III, EXCEPT BELL AND SPIGOT PIPE, WHICH SHALL BE CASE II BEDDING UNLESS OTHERWISE SHOWN. W VALUES SHALL BE AS SPECIFIED ON STANDARD PLAN NO. 3080 FOR CASE III BEDDING, NOTES 3 (A), 3 (B), AND 3 (C). IF THE W: VALUE AT THE TIP OF THE PIPE IS

EXCEEDED, THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY PUBLIC WORKS.

22. PIPE SHALL BE EMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING INLET AND HEAD WALLS UNLESS OTHERWISE SPECIFIED.

23. THE MINIMUM CONCRETE COVER FOR REINFORCEMENT IN PRECAST CONCRETE PIPE SHALL BE 1 INCH IN PIPE HAVING A WALL THICKNESS OF 2 1/2 INCHES OR GREATER AND 3/4 INCH IN PIPE HAVING A WALL THICKNESS OF LESS THAN 2 1/2 INCHES.

24. ALL CATCH BASINS WITHIN THE DEDICATED STREET RIGHT OF WAY SHALL BE CONSTRUCTED PER THE

STREET PLANS

25. ALL REFERENCES ON THIS PLAN TO THE COUNTY ENGINEER, ROAD DEPARTMENT, OR FLOOD CONTROL DISTRICT SHALL APPLY TO THE APPROPRIATE ELEMENTS OF PUBLIC WORKS.

26. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

27. WHERE THE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS - SHALL BE IN ACCORDANCE WITH STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 224 UNLESS OTHERWISE INDICATED.

28. MANHOLES SHALL USE THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 630 FOR THE "FRAME AND COVER" AND NO. 635 FOR THE "STANDARD DROP STEP."

29. THIS WATER QUALITY SYSTEM WILL NOT BE FIELD ACCEPTED UNTIL THE STREETS HAVE BEEN PAVED,

MANHOLES BROUGHT TO GRADE, AND THE SYSTEM CLEANED TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.

30. THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED.

31. STORM DRAIN MANHOLE COVERS CONSTRUCTED PER S.P.P.W.C. STANDARD PLANS 630, 631, 632, AND 633 SHALL BE CAST WITH THE LETTERS “L.A.C.F.C.D.”. THE LETTERS SHALL BE 1 INCH IN HEIGHT AND PLACED BELOW THE LETTER “D”IN THE CENTER OF THE COVER.

32. STORM DRAIN MANHOLE COVERS CONSTRUCTED PER S.P.P.W.C. STANDARD PLAN 312 SHALL BE CAST WITH THE LETTERS “L.A.C.F.C.D.”. THE LETTERS SHALL BE 1 INCH IN HEIGHT AND PLACED BELOW THE LETTER “D”IN THE CENTER OF THE COVER.

33. ALL ABOVE GROUND FACILITIES SHALL BE STAMPED WITH THE DRAIN AND LINE NAME. THE LETTERING SHOULD BE 4”BLACK TEXT ON A YELLOW BACKGROUND.

GENERAL NOTES 2
G-03
3 PUMP/MECHANICAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE DURING THE DURATION OF THE PROJECT. ALL

DEBRIS, CONSTRUCTION MATERIAL, AND EQUIPMENT AT THE PUMP STATION SHALL BE LOCATED OUT OF THE WAY OF ADJACENT PROPERTY OWNER.

2. THE CONTRACTOR SHALL ENSURE APPROPRIATE FLAGGING AND TRAFFIC CONTROL IS IN PLACE TO ENSURE SAFE LOADING AND UNLOADING OF EQUIPMENT AND MATERIALS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE DURING THE DURATION OF THE PROJECT FOR CLOSING THE SITE OFF FOR VEHICULAR ACCESS. ALL APPLICABLE CALTRANS GUIDELINES SHALL BE ADHERED TO FOR MAINTAINING THE SITE AND INHIBITING VEHICULAR ACCESS INTO THE SITE.

4. THE CONTRACTOR SHALL COORDINATE WITH SOUTHERN CALIFORNIA EDISON TO ENSURE BOTH THE PROPER INSTALLATION OF ELECTRICAL SERVICE AND FOR PROTECTING THEIR EXISTING NEARBY UTILITIES. IT IS RECOMMENDED THAT PRIOR TO COMMENCING THE WORK THAT THE CONTRACTOR HAVE 911 UTILITIES LOCATE THE EXISTING UTILITIES AND PERFORM NECESSARY POTHOLE TESTING TO AVOID POTENTIAL CONFLICTS. PLEASE NOTE, THAT IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING UTILITIES AND COORDINATE WITH EXISTING UTILITY COMPANIES TO CONFIRM THE LOCATION OF THEIR FACILITIES WITHIN THE CONSTRUCTION SITE.

5. THE CONTRACTOR SHALL FOLLOW LOCAL COUNTY NOISE ORDINANCES FOR ALL WORK ACTIVITY PERFORMED WITHIN RESIDENTIAL AREAS. WORK HOURS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.

6. THE CONTRACTOR SHALL PERFORM A THOROUGH LOCK-OUT/TAG-OUT AT THE END OF EACH WORKDAY. ALL TRENCHED AREAS SHALL BE STEEL PLATED OVER TO AVOID RISKING INJURY OF LOCAL RESIDENCES.

7. THE CONTRACTOR SHALL ENSURE OSHA REGULATIONS ARE ADHERED TO DURING CONSTRUCTION. A FIELD SAFETY OFFICER FROM THE CONTRACTOR SHALL MONITOR ALL SITE SAFETY AND ENSURE IT IS UP TO NECESSARY CODES AND REGULATIONS.

8. THE ONSITE OWNER/CLIENT REPRESENTATIVE SHALL BE THE ONSITE LIAISON ASSISTING THE CONTRACTOR WITH CONCERNS RAISED BY CONCERNED RESIDENCES. ANY CONCERNS RAISED BY MEMBERS OF THE COMMUNITY SHALL BE FIRST ROUTED THROUGH TO THE DESIGNATED OWNER/CLIENT REPRESENTATIVE.

TEMPORARY SOIL STABILIZATION
SS-1 SCHEDULING
SS-2 PRESERVATION OF EXISTING VEGETATION
SS-3 HYDRAULIC MULCH
SS-4 HYDROSEEDING
SS-5 SOIL BINDERS
SS-6 STRAW MULCH
SS-7 TEMPORARY COVER AND ROLLED EC PRODUCTS
SS-8 WOOD MULCHING
SS-9 EARTH DIKES AND DRAINAGE SWALES
SS-10 VELOCITY DISSIPATION DEVICES
SS-11 SLOPE DRAINS
SS-12 STREAMBANK STABILIZATION

TEMPORARY SEDIMENT CONTROLS
SC-1 SILT FENCE
SC-2 SEDIMENT/DESILTING BASIN
SC-3 SEDIMENT TRAP/CURB CUTBACK
SC-4 CHECK DAM
SC-5 FIBER ROLLS
SC-6 GRAVEL BAG BERM/EARTHEN BERM
SC-7 STREET SWEEPING
SC-8 SANDBAG BARRIER
SC-9 STRAW BALE BARRIER
SC-10 TEMPORARY DRAINAGE INLET PROTECTION
SC-11 COMPOST SOCK
SC-12 FLEXIBLE SEDIMENT BARRIER

WIND EROSION CONTROL
WE-1 WIND EROSION CONTROL

TRACKING CONTROL
TC-1 TEMPORARY CONSTRUCTION ENTRANCE/EXIT
TC-2 TEMPORARY CONSTRUCTION ROADWAY
TC-3 ENTRANCE/OUTLET TIRE WASH

NON-STORM WATER MANAGEMENT
NS-1 WATER CONSERVATION PRACTICES
NS-2 DEWATERING OPERATIONS
NS-3 PAVING, SEALING, SAWCUTTING AND GRINDING

OPERATIONS
NS-4 TEMPORARY STREAM CROSSING
NS-5 CLEAR WATER DIVERSION
NS-6 ILLEGAL CONNECTION AND ILLICIT DISCHARGE

DETECTION AND REPORTING
NS-7 POTABLE WATER/IRRIGATION
NS-8 VEHICLE AND EQUIPMENT CLEANING
NS-9 VEHICLE AND EQUIPMENT FUELING
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE
NS-11 PILE DRIVING OPERATIONS
NS-12 CONCRETE CURING
NS-13 MATERIAL AND EQUIPMENT USE OVER WATER
NS-14 CONCRETE FINISHING
NS-15 STRUCTURE DEMOLITION/REMOVAL OVER OR

ADJACENT TO WATER

WASTE MANAGEMENT & MATERIALS POLLUTION CONTROL
WM-1 MATERIAL DELIVERY AND STORAGE
WM-2 MATERIAL USE
WM-3 STOCKPILE MANAGEMENT
WM-4 SPILL PREVENTION AND CONTROL
WM-5 SOLID WASTE MANAGEMENT
WM-6 HAZARDOUS WASTE MANAGEMENT
WM-7 CONTAMINATED SOIL MANAGEMENT
WM-8 CONCRETE WASTE MANAGEMENT
WM-9 SANITARY AND SEPTIC WASTE MANAGEMENT
WM-10 LIQUID WASTE MANAGEMENT
D
E
S
S

E DEL MAR BLVD

EATON WASH

S KINNELOA AVE

29.48'

29.71'
EX. EXER URGENT

CARE BUILDING
EX. PARKING LOT

STORM DRAIN LINE
EX. PARKING LOT

STORM DRAIN LINE
EX. 8" WATER MAIN
EX. 10" SEWER
EX. 6" GAS
EX. UNDERGROUND

ELECTRIC LINES
EX. WATER

SERVICE CONNECTIONS
EX. SEWER

SERVICE CONNECTIONS
EX. GAS

SERVICE CONNECTIONS
EX. OVERHEAD
UTILITY LINES, TYP.

EX. IRON FENCING
SS MH
(671.85 RIM)
SS MH
(672.29 RIM)
EX. UNDERGROUND

ELECTRIC LINE
EX. PARK STORM

DRAIN LINE
EX. CHAIN LINK FENCING
EX. 42" RCP STORM DRAIN
EX. UNDERGROUND TELECOMMUNICATION

SERVICE CONNECTIONS
EX. SEWER

SERVICE CONNECTION
EX. UNDERGROUND ELECTRIC

SERVICE CONNECTIONS
EX. DIRT LACFCD

ACCESS PATH

ELECTRIC PB

WATER METER
(672.51 RIM)

STREET LIGHTING

ELECTRIC PB

GAS VALVE
(673.22 RIM)
EX. SDI
(667.54 TG)

ELECTRIC MH
EX. FIRE HYDRANT
GAS VALVE EX. VENTS
(671.48 RIM)
EX. SIGNS
EX. CHAIN LINK FENCING
EX. CHAIN LINK FENCING
EX. POST CUT
EX. PVC RISER

ELECTRIC PB

ELECTRIC PB
EX. CONCRETE WING WALL

WATER VALVE
(671.45 RIM)

WATER METER
(672.51 RIM)
EX. CONCRETE WALLS
EX. CONCRETE WALL
EX. CONCRETE WALL

WITH IRON FENCE ON TOP
EX. 100' LACFCD

EASEMENT

EX STREET CL
EX. PROPERTY LINE

LAPSED LEASE LINE
EX. LANDSCAPE

WAREHOUSE NURSERY
EX. ABILITY FIRST BUILDING
EX. ELEC. TRANSFORMER
EX. IRRIGATION LINE
EX. SOUTHERN CALIFORNIA

EDISON ROW
EX. EATON BLANCHE PARK
EX. ASPHALT ACCESS RAMPS
EX. SDI
(668.42 TG)
EX. SDI
(668.55 TG)
EX. SEWER CLEANOUT
(669.41 LID)
EX. LIGHTING
EX. LIGHTING
EX. LIGHTING
EX. LIGHTING
EX. LIGHTING EX. LIGHTING
EX. LIGHTING
EX. LIGHTING
EX. LIGHTING
EX. LIGHTING
EX. IRRIGATION CONTROL VALVE
(670.11 LID)
EX. SIGNS
EX. IRRIGATION CONTROL VALVE
(670.10 LID)
EX. IRRIGATION CONTROL VALVE
(670.05 LID)
EX. IRRIGATION CONTROL VALVE
(669.91 LID)

STREET LIGHTING
EX. WATER VALVE
(669.02 LID)
EX. GROUND LIGHT
EX. GROUND LIGHT
EX. SEWER CLEANOUT
(669.58 LID)

GAS VALVE
(669.93 RIM)

GAS VALVE
(669.92 RIM)

EATON WASH
EX. CHAIN LINK FENCING
EX. CHAIN LINK FENCING
EX. 100' LACFCD

EASEMENT
D
D
E
S
S
S
S
S V-01 V-02
V-05
V-03
V-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION EXISTING CONDITIONS PLAN 1
V-01
4 MAJOR CONTOUR WITH ELEV

MINOR CONTOUR WITH ELEV

CHAIN LINK FENCE

GAS LINE

WATER LINE

ELECTRICAL LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD LINE

UNDERGROUND TELECOM LINE
SIGN

CONTROL

FIRE HYDRANT

GUY WIRE

ELECTRIC MANHOLE

GAS VALVE

STREET LIGHT
GATE

UTILITY TOWER

POLE-POWER

LIGHT (STANDARD)
VENT

ELECTRIC OUTLET

SEWER MANHOLE
IRR. CONTROL VALVE

WATER VALVE
TREE

ABBREVIATIONS

EX EXISTING

INV INVERT

LID LID ELEVATION

MH MANHOLE

RIM RIM ELEVATION

SDI STORM DRAIN INLET

TG TOP OF GRATE

TYP TYPICAL

FG FINISHED GRADE
LEGEND
NOTES

1. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED USING FIELD SURVEY INFORMATION AND AVAILABLE RECORD INFORMATION.

2. A GROUND SURVEY WAS PERFORMED BY CALVADA SURVEYING IN JANUARY 2025. PLEASE SEE GENERAL NOTES ON SHEET G-02 FOR HORIZONTAL AND VERTICAL CONTROL.

3. RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC

AGENCIES ARE APPROXIMATE ONLY AND ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD.

4. THE LOCATION OF EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES OR

PROPERTY LINES ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL UNDERGROUND PIPES OR STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL CALL THE USA UNDERGROUND 811 ALERT NO LESS THAN TWO DAYS (EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS) NOR MORE THAN 7 DAYS PRIOR TO ANY EXCAVATION TO OBTAIN ACCURATE UTILITY LOCATIONS. THE CONTRACTOR SHALL ASSUME SOLE

RESPONSIBILITY FOR ANY DAMAGE DONE TO EXISTING UTILITIES OR STREET IMPROVEMENTS INCLUDING CONCRETE AND LANDSCAPING DURING CONSTRUCTION.

5. THE EXISTING CONDITIONS PLAN IS TO BE USED FOR THE SPECIFIED PROJECT ONLY AND IS NOT WARRANTED TO BE COMPLETE FOR ANY OTHER FUTURE PROJECTS.

STORMWATER FLOW DIRECTION

SPOT ELEVATION
E
S
D

WROUGHT IRON FENCE

EASEMENT LINE

STORM MANHOLE

PROPERTY LINE

BLOCK WALL

RETAINING WALL
Feet
0 20 40

KEY MAP
SCALE: 1"=250' MATCHLINE SEE SHEET V-02
SCALE: 1"=20' MATCHLINE SEE SHEET V-05
MATCHLINE SEE SHEET V-05

ONEIDA ST

EATON WASH

29.93'
EX. IRRIGATION LINE
EX. IRRIGATION
MAIN LINE, TYP.

EX. IRRIGATION
LINES, TYP.

EX. SPRINKLER HEADS, TYP.

EX. CHAIN LINK FENCING
EX. UNDERGROUND

ELECTRIC LINE
EX. 18" CMP STORM DRAIN
EX. HEXAGONAL CONCRETE PAD
EX. PARK BALL FIELD
EX. GATE
EX. IRRIGATION LINES
EX. SPRINKLER HEADS
EX. IRRIGATION CONTROL VALVE
(665.93 LID)
EX. SDI
(665.44 TG)
EX. IRRIGATION LINES
EX. UNDERGROUND

ELECTRIC LINES
EX. GATE
EX. IRON FENCING
EX. CHAIN LINK FENCING
EX. CHAIN LINK FENCING
EX. WOODEN FENCING
EX. WOODEN FENCING
EX. PARKING LOT

STORM DRAIN LINE
EX. UNDERGROUND

ELECTRIC LINE
EX. GATE
EX. HOSE BIB
EX. HOSE BIB
EX. ELECTRIC OUTLET
EX. WATER VALVES
EX. SIGNS
EX. WOODEN CABINET
EX. OVERHEAD
UTILITY LINE, TYP.

EX. CONCRETE STORM

DRAIN OUTFALL
EX. IRRIGATION
MAIN LINE, TYP.

EX. IRRIGATION LINE
EX. SPRINKLER HEADS, TYP.

EX. POST
EX. BENCH, TYP.

EX. UNDERGROUND

ELECTRIC LINE
EX. ELECTRIC BOX
EX. CONCRETE
WALLS, TYP.

EX. WALL
EX. CHAIN LINK FENCING
EX. 100' LACFCD

EASEMENT
EX. PROPERTY LINE
EX. POND WATER FEATURE
EX. RAILROAD TIE

LAPSED LEASE LINE
EX. LANDSCAPE

WAREHOUSE NURSERY
EX. PARK LIGHTING EX. PARK LIGHTING
EX. PARK LIGHTING
EX. PARK LIGHTING
EX. UNDERGROUND

ELECTRIC LINE
EX. UNDERGROUND

ELECTRIC LINE
EX. PROPERTY LINE
EX. WOODEN STAIRS
EX. DIRT PATHS
EX. WOODEN RETAINING WALLS
EX. SOUTHERN CALIFORNIA

EDISON ROW
EX. EATON BLANCHE PARK
EX. SDI
(666.93 TG)
EX. LIGHTING
EX. PARK LIGHTING
EX. ELECTRIC PULL BOX
D
D
E
S
S
S
S
S V-01 V-02
V-05
V-03
V-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION EXISTING CONDITIONS PLAN 2
V-02
5 Feet
0 20 40 MATCHLINE SEE SHEET V-05

KEY MAP
SCALE: 1"=250' MATCHLINE SEE SHEET V-03

MAJOR CONTOUR WITH ELEV

MINOR CONTOUR WITH ELEV

CHAIN LINK FENCE

GAS LINE

WATER LINE

ELECTRICAL LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD LINE

UNDERGROUND TELECOM LINE
SIGN

CONTROL

FIRE HYDRANT

GUY WIRE

ELECTRIC MANHOLE

GAS VALVE

STREET LIGHT
GATE

UTILITY TOWER

POLE-POWER

LIGHT (STANDARD)
VENT

ELECTRIC OUTLET

SEWER MANHOLE
IRR. CONTROL VALVE

WATER VALVE
TREE
LEGEND

STORMWATER FLOW DIRECTION

SPOT ELEVATION
E
S
D

WROUGHT IRON FENCE

WOODEN FENCE

EASEMENT LINE

STORM MANHOLE

PROPERTY LINE

WATER FAUCET

BLOCK WALL

RETAINING WALL

ABBREVIATIONS

EX EXISTING

INV INVERT

LID LID ELEVATION

MH MANHOLE

RIM RIM ELEVATION

SDI STORM DRAIN INLET

TG TOP OF GRATE

TYP TYPICAL

FG FINISHED GRADE
NOTES

1. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED USING FIELD SURVEY INFORMATION AND AVAILABLE RECORD INFORMATION.

2. A GROUND SURVEY WAS PERFORMED BY CALVADA SURVEYING IN JANUARY 2025.

PLEASE SEE GENERAL NOTES ON SHEET G-02 FOR HORIZONTAL AND VERTICAL CONTROL.

3. RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC

AGENCIES ARE APPROXIMATE ONLY AND ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD.

4. THE LOCATION OF EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES OR

RESPONSIBILITY FOR ANY DAMAGE DONE TO EXISTING UTILITIES OR STREET IMPROVEMENTS INCLUDING CONCRETE AND LANDSCAPING DURING CONSTRUCTION.

5. THE EXISTING CONDITIONS PLAN IS TO BE USED FOR THE SPECIFIED PROJECT ONLY AND IS NOT WARRANTED TO BE COMPLETE FOR ANY OTHER FUTURE PROJECTS.

SCALE: 1"=20'
MATCHLINE SEE SHEET V-05 MATCHLINE SEE SHEET V-01

EATON WASH

CITY OF PASADENA COUNTY OF LOS ANGELES

29.45'
EX. DIRT LACFCD

ACCESS PATH
EX. UTILITY POLES
EX. UTILITY TOWER
EX. IRRIGATION LINE, TYP.

EX. IRRIGATION CONTROL VALVE
(657.03 LID)
EX. IRRIGATION CONTROL VALVE
(657.48 LID)
EX. IRRIGATION CONTROL VALVE
(657.57 LID)
EX. IRRIGATION CONTROL VALVE
(657.76 LID)
EX. IRRIGATION CONTROL VALVE
(657.79 LID)
EX. WOODEN FENCING
EX. UNDERGROUND

ELECTRIC LINES
EX. CHAIN LINK FENCING
EX. UNDERGROUND

ELECTRIC LINES
EX. OVERHEAD
UTILITY LINES, TYP.

EX. CHAIN LINK FENCING
EX. PROPERTY LINE
LIMIT OF EX. 100' LACFCD EASEMENT
EX. LOT LINES
EX. BLOCK WALL, TYP.

EX. WALL

GRAYBURN RD
EX. UNDERGROUND

ELECTRIC LINES
EX. LOT LINES
EX. LANDSCAPE

WAREHOUSE NURSERY

CITY OF PASADENA/COUNTY OF LA BORDER
EX. UTILITY POLES
EX. OVERHEAD
UTILITY LINES, TYP.

EX. OVERHEAD
UTILITY LINES, TYP.

EX. PROPERTY LINE
LIMIT OF EX. 100' LACFCD EASEMENT
EX. SOUTHERN CALIFORNIA

EDISON ROW
EX. UTILITY POLES
EX. HOSE BIB
EX. HOSE BIB
EX. IRRIGATION CONTROL VALVE
(656.58 LID)
EX. IRRIGATION CABINET
EX. WOODEN FENCING
EX. BLOCK WALL, TYP.

EX. GATE
EX. UNDERGROUND

ELECTRIC LINE
EX. 4" WATER MAIN
EX. CONCRETE PATH
EX. GATE
EX. WOODEN FENCING
EX. 2" GAS
EX. GAS SERVICE LATERALS
EX. POST
EX. GROUND ROD
EX. POST
EX. GROUND ROD
EX. IRRIGATION CONTROL VALVE
(654.47 LID)
EX. IRRIGATION CONTROL VALVE
(653.88 LID)
EX. IRRIGATION LINE
EX. IRRIGATION LINES
EX. IRRIGATION LINE
EX. OVERHEAD
UTILITY LINES, TYP.

EX. OVERHEAD
UTILITY LINES, TYP.

EX. OVERHEAD TELECOMMUNICATION LINE
EX. OVERHEAD TELECOMMUNICATION LINE
EX. IRRIGATION CONTROL VALVE
(653.65 LID)
EX. IRRIGATION CONTROL VALVE
(653.72 LID)
EX. GUY WIRE, TYP.

D
D
E
S
S
S
S
S V-01 V-02
V-05
V-03
V-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION EXISTING CONDITIONS PLAN 3
V-03
6 Feet
0 20 40 MATCHLINE SEE SHEET V-02

KEY MAP
SCALE: 1"=250'

MAJOR CONTOUR WITH ELEV

MINOR CONTOUR WITH ELEV

CHAIN LINK FENCE

GAS LINE

WATER LINE

ELECTRICAL LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD LINE

UNDERGROUND TELECOM LINE
SIGN

CONTROL

FIRE HYDRANT

GUY WIRE

ELECTRIC MANHOLE

GAS VALVE

STREET LIGHT
GATE

UTILITY TOWER

POLE-POWER

LIGHT (STANDARD)
VENT

ELECTRIC OUTLET

SEWER MANHOLE
IRR. CONTROL VALVE

WATER VALVE
TREE
LEGEND

STORMWATER FLOW DIRECTION

SPOT ELEVATION
E
S
D

WROUGHT IRON FENCE

WOODEN FENCE

EASEMENT LINE

STORM MANHOLE

PROPERTY LINE

WATER FAUCET

BLOCK WALL

RETAINING WALL

ABBREVIATIONS

EX EXISTING

INV INVERT

LID LID ELEVATION

MH MANHOLE

RIM RIM ELEVATION

SDI STORM DRAIN INLET

TG TOP OF GRATE

TYP TYPICAL

FG FINISHED GRADE
NOTES

1. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED USING FIELD SURVEY INFORMATION AND AVAILABLE RECORD INFORMATION.

2. A GROUND SURVEY WAS PERFORMED BY CALVADA SURVEYING IN JANUARY 2025. PLEASE SEE GENERAL NOTES ON SHEET G-02 FOR HORIZONTAL AND VERTICAL CONTROL.

3. RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC

AGENCIES ARE APPROXIMATE ONLY AND ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD.

4. THE LOCATION OF EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES OR

RESPONSIBILITY FOR ANY DAMAGE DONE TO EXISTING UTILITIES OR STREET IMPROVEMENTS INCLUDING CONCRETE AND LANDSCAPING DURING CONSTRUCTION.

5. THE EXISTING CONDITIONS PLAN IS TO BE USED FOR THE SPECIFIED PROJECT ONLY AND IS NOT WARRANTED TO BE COMPLETE FOR ANY OTHER FUTURE PROJECTS.

SCALE: 1"=20'
MATCHLINE SEE SHEET V-04
S
EX. GUY WIRE, TYP.

THORNDALE RD
EX. UTILITY TOWER
EX. CHAIN LINK FENCING
SS MH
(657.38 RIM)
EX. GATES
EX. GATE
EX. BLOCK WALL
EX. BLOCK WALL
EX. 4" WATER MAIN
EX. 2" GAS
EX. GAS SERVICE LATERAL
EX. OVERHEAD
UTILITY LINES, TYP.

EX. WOODEN FENCING
EX. GUARDRAIL & WARNING SIGN
D
D
E
S
S
S
S
S V-01 V-02
V-05
V-03
V-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION EXISTING CONDITIONS PLAN 4
V-04
7 Feet
0 20 40
MATCHLINE SEE SHEET V-03

KEY MAP
SCALE: 1"=250'

MAJOR CONTOUR WITH ELEV

MINOR CONTOUR WITH ELEV

CHAIN LINK FENCE

GAS LINE

WATER LINE

ELECTRICAL LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD LINE

UNDERGROUND TELECOM LINE
SIGN

CONTROL

FIRE HYDRANT

GUY WIRE

ELECTRIC MANHOLE

GAS VALVE

STREET LIGHT
GATE

UTILITY TOWER

POLE-POWER

LIGHT (STANDARD)
VENT

ELECTRIC OUTLET

SEWER MANHOLE
IRR. CONTROL VALVE

WATER VALVE
TREE
LEGEND

STORMWATER FLOW DIRECTION

SPOT ELEVATION
E
S
D

WROUGHT IRON FENCE

WOODEN FENCE

EASEMENT LINE

STORM MANHOLE

PROPERTY LINE

WATER FAUCET

BLOCK WALL

RETAINING WALL

ABBREVIATIONS

EX EXISTING

INV INVERT

LID LID ELEVATION

MH MANHOLE

RIM RIM ELEVATION

SDI STORM DRAIN INLET

TG TOP OF GRATE

TYP TYPICAL

FG FINISHED GRADE
NOTES

1. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED USING FIELD SURVEY INFORMATION AND AVAILABLE RECORD INFORMATION.

2. A GROUND SURVEY WAS PERFORMED BY CALVADA SURVEYING IN JANUARY 2025. PLEASE SEE GENERAL NOTES ON SHEET G-02 FOR HORIZONTAL AND VERTICAL CONTROL.

3. RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC

AGENCIES ARE APPROXIMATE ONLY AND ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD.

4. THE LOCATION OF EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES OR

RESPONSIBILITY FOR ANY DAMAGE DONE TO EXISTING UTILITIES OR STREET IMPROVEMENTS INCLUDING CONCRETE AND LANDSCAPING DURING CONSTRUCTION.

5. THE EXISTING CONDITIONS PLAN IS TO BE USED FOR THE SPECIFIED PROJECT ONLY AND IS NOT WARRANTED TO BE COMPLETE FOR ANY OTHER FUTURE PROJECTS.

SCALE: 1"=20'

29.71'
EX. UNDERGROUND

ELECTRIC LINE
EX. IRRIGATION
MAIN LINE, TYP.

EX. DIRT LACFCD

ACCESS PATH
EX. CHAIN LINK FENCING
EX. PARK LIGHTING EX. PARK LIGHTING
EX. UNDERGROUND

ELECTRIC LINE

EATON WASH
EX. EATON BLANCHE PARK
EX. PARK BALL FIELD
EX. IRRIGATION
LINES, TYP.

EX. SPRINKLER HEADS, TYP.

EX. PARK CONCRETE WALKWAY
EX. PARK TABLE, TYP.

EX. PARK LIGHTING
EX. ELECTRIC PULL BOX
EX. ELECTRIC PULL BOX
EX. PARK LIGHTING
EX. ELECTRIC PULL BOX
EX. CHAIN LINK FENCING
EX. 100' LACFCD

EASEMENT
D
D
E
S
S
S
S
S V-01 V-02
V-05
V-03
V-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION EXISTING CONDITIONS PLAN 5
V-05
8 Feet
0 20 40 MATCHLINE SEE SHEET V-01

KEY MAP
SCALE: 1"=250'

MAJOR CONTOUR WITH ELEV

MINOR CONTOUR WITH ELEV

CHAIN LINK FENCE

GAS LINE

WATER LINE

ELECTRICAL LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD LINE

UNDERGROUND TELECOM LINE
SIGN

CONTROL

FIRE HYDRANT

GUY WIRE

ELECTRIC MANHOLE

GAS VALVE

STREET LIGHT
GATE

UTILITY TOWER

POLE-POWER

LIGHT (STANDARD)
VENT

ELECTRIC OUTLET

SEWER MANHOLE
IRR. CONTROL VALVE

WATER VALVE
TREE
LEGEND

STORMWATER FLOW DIRECTION

SPOT ELEVATION
E
S
D

WROUGHT IRON FENCE

WOODEN FENCE

EASEMENT LINE

STORM MANHOLE

PROPERTY LINE

WATER FAUCET

BLOCK WALL

RETAINING WALL

ABBREVIATIONS

EX EXISTING

INV INVERT

LID LID ELEVATION

MH MANHOLE

RIM RIM ELEVATION

SDI STORM DRAIN INLET

TG TOP OF GRATE

TYP TYPICAL

FG FINISHED GRADE
NOTES

1. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED USING FIELD SURVEY INFORMATION AND AVAILABLE RECORD INFORMATION.

2. A GROUND SURVEY WAS PERFORMED BY CALVADA SURVEYING IN JANUARY 2025. PLEASE SEE GENERAL NOTES ON SHEET G-02 FOR HORIZONTAL AND VERTICAL CONTROL.

3. RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC

AGENCIES ARE APPROXIMATE ONLY AND ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD.

4. THE LOCATION OF EXISTING PIPES OR OTHER UNDERGROUND STRUCTURES OR

RESPONSIBILITY FOR ANY DAMAGE DONE TO EXISTING UTILITIES OR STREET IMPROVEMENTS INCLUDING CONCRETE AND LANDSCAPING DURING CONSTRUCTION.

5. THE EXISTING CONDITIONS PLAN IS TO BE USED FOR THE SPECIFIED PROJECT ONLY AND IS NOT WARRANTED TO BE COMPLETE FOR ANY OTHER FUTURE PROJECTS.

SCALE: 1"=20'
MATCHLINE SEE SHEET V-01 MATCHLINE SEE SHEET V-02 MATCHLINE SEE SHEET V-02 D
E
S
S
4 4
5 5
8 18
19 4
5 4
4 4
4 4
4 4
25 8
8 8
5 5
8 5
8 5
5 E DEL MAR BLVD

EATON WASH
8" STORM DRAIN

STORM DRAIN

DRAIN INLET

STORM DRAIN

DRAIN INLET

IRRIGATION

SANITARY SEWER

GAS LINE

UNDERGROUND ELECTRIC

UNDERGROUND TELECOM

WATER LINE
8" STORM DRAIN

IRRIGATION CONTROL VALVES

SPRINKLER HEAD

IRRIGATION LINE

IRRIGATION CONTROL VALVE

ELECTRIC MANHOLE

ELECTRIC PB
D
D
E
S
S
S
S
S CD-01 CD-02
CD-05
CD-03
CD-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION DEMOLITION PLAN 1
CD-01
9 KEY MAP
SCALE: 1"=250'
Feet
0 20 40

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS. ACTUAL CONDITIONS MAY VARY. CONTRACTOR SHALL FIELD VERIFY.

CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, REMOVAL AND/OR REPLACEMENT OF EXISTING UTILITIES SHOWN ON THE PLANS AND AS-BUILTS.

2. EXISTING UNDERGROUND UTILITIES MUST BE PROTECTED IN PLACE UNLESS OTHERWISE SPECIFIED PER PLAN.

3. TREE LOCATIONS SHOWN ARE BASED ON THE ARBORIST'S SURVEY. LOCATIONS WERE OBTAINED VIA GPS AND MAY NOT MATCH SURVEYED FIELD CONDITIONS.

CONTRACTOR SHALL VERIFY ACTUAL FIELD LOCATIONS PRIOR TO COMMENCING WORK.

4. TREE PROTECTION ZONE (TPZ) LIMITS SHOWN ARE BASED ON CITY STANDARD S-642, DEFINED AS THE TREE DRIPLINE PLUS 4 RADIAL FEET. SEE DETAIL 1 ON SHEET LP-06. 5. WORK WITHIN TPZS SHALL BE MINIMIZED TO THE EXTENT FEASIBLE. WHERE

WORK WITHIN A TPZ IS NECESSARY, PROTECTIVE MEASURES SHALL BE

IMPLEMENTED IN ACCORDANCE WITH THE PROJECT ARBORIST'S

RECOMMENDATIONS TO AVOID OR MINIMIZE DAMAGE TO ROOTS, TRUNKS, AND CANOPIES.

6. TREES TO BE REMOVED SHALL BE TAGGED BY THE CONTRACTOR PRIOR TO DEMOLITION. CONTRACTOR SHALL REMOVE TREES ONLY AFTER APPROVAL FROM THE CITY. NEW TREES SHALL BE INSTALLED PER THE LANDSCAPE PLANTING PLANS.

7. REFER TO TREE DISPOSITION PLANS (LD-01 TO LD-12) TO DETERMINE WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED.

8. ALL TREE OF HEAVEN (AILANTHUS ALTISSIMA), DEAD TREES, AND STUMPS SHALL BE REMOVED, EVEN IF THEY ARE NOT INDICATED ON THE PLANS.

9. PRUNE TREES WITHIN BRIDGE INSTALLATION AREAS AND ALL OTHER

OVERGROWN TREES WITHIN THE SITE AS NEEDED UNDER DIRECTION OF THE CITY AND PROJECT ARBORIST.

10.CONTRACTOR TO FIELD VERIFY UTILITY LINES PRIOR TO EXCAVATION.

11.REMOVE AND REINSTALL IRRIGATION LINES AND IRRIGATION CONTROL VALVES PER LANDSCAPE PLANS. ANY IRRIGATION LINES NOT SHOWN ON THE

DEMOLITION PLANS THAT ARE IMPACTED BY CONSTRUCTION SHALL BE REMOVED AND REPLACED IN KIND TO PRE-EXISTING CONDITIONS OR BETTER.

12.THE DEMOLITION SHOWN ON THE PLANS IS NOT ALL INCLUSIVE OF EVERYTHING

NEEDED TO PROPERLY INSTALL THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL REVIEW AS-BUILTS AND PERFORM AN

INVESTIGATION OF EXISTING CONDITIONS TO INCLUDE ALL DEMOLITION REQUIRED IN THE BID.

13.THE CONTRACTOR SHALL RESTORE ANY DAMAGED ITEMS DURING

CONSTRUCTION TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE CITY

14.CONTRACTOR TO REMOVE AND REPLACE SIDEWALK AND WALKWAYS AT NEAREST CONTROL JOINT, TO BE FIELD VERIFIED. GRADING SHALL MATCH EXISTING ELEVATION AT JOIN LOCATIONS WITH GRADES NO GREATER THAN 2%.

15.CONTRACTOR SHALL REMOVE ALL EXISTING WOOD RAILINGS, FENCING, WALLS,

AND CURBS ASSOCIATED WITH DECOMMISSIONED PATHWAYS WITHIN THE SLOPE AREA. FOLLOWING REMOVAL, THE CONTRACTOR SHALL PERFORM ALL

NECESSARY SLOPE REPAIR, INFILL, AND STABILIZATION TO RESTORE SLOPE INTEGRITY AND PREVENT EROSION.

16.CONTRACTOR TO SALVAGE BOULDERS OVER 2' IN DIAMETER THAT ARE UNEARTHED DURING EXCAVATION. CLEAN AND STOCKPILE FOUND BOULDERS FOR REUSE WHEREVER BOULDERS ARE SPECIFIED IN THE PLANS. BOULDERS TO

BE REUSED MUST BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

17.TREE LOCATIONS SHOWN WITHIN THE URGENT CARE AREA ARE BASED ON THE TOPOGRAPHIC SURVEY, NOT THE ARBORIST'S SURVEY. LOCATIONS MAY NOT MATCH ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY TREE LOCATIONS IN THE FIELD PRIOR TO COMMENCING WORK.

18.TREE PROTECTION ZONES FOR TREES NOT INCLUDED IN THE ARBORIST'S SURVEY WERE DETERMINED BASED ON A RATIO OF 1" TRUNK DIAMETER = 1' RADIAL TREE PROTECTION ZONE. CONTRACTOR SHALL ESTABLISH TREE PROTECTION ZONE LIMITS IN ACCORDANCE WITH CITY STANDARD S-642, DEFINED AS THE TREE DRIPLINE PLUS 4 RADIAL FEET. SEE DETAIL 1 ON SHEET LP-06. 19.FOR LINEAR UTILITY WORK WITHIN URGENT CARE PARKING LOT, SURFACE

MATERIALS SHALL BE REMOVED AND REPLACED IN KIND TO MATCH EXISTING THICKNESS, MATERIAL, AND FINISH. EXCAVATION WITHIN THE PUBLIC STREET SHALL BE REPAIRED IN ACCORDANCE WITH CITY STANDARD S-416.

20. PRIOR TO DEMOLITION, REMNANT ITEMS FROM PREVIOUS GARDEN SPACE TO BE FLAGGED BY PROJECT REPRESENTATIVE AND SALVAGED FOR REUSE.

DEMOLITION NOTES
SCALE: 1"=20' MATCHLINE SEE SHEET CD-02 MATCHLINE SEE SHEET CD-05 MATCHLINE SEE SHEET CD-05

LIMITS OF WORK

REMOVE AND REPLACE PER PLANS

EXISTING - PROTECT IN PLACE REMOVE

1. TREE (SEE NOTES 3, 4, 17, & 18)

2. STORM DRAIN INLET (SEE NOTE 1)

3. STORM DRAIN LINE

4. UTILITY LINE (SEE NOTES 1, 2)

5. UTILITY STRUCTURE

6. UTILITY POLE

7. UTILITY TOWER

8. LIGHT POLE

9. WROUGHT IRON FENCING

10. CHAIN LINK FENCING

11. WOODEN FENCING

12. BLOCK WALL

13. CONCRETE WALL

14. CONCRETE PAD

15. POND WATER FEATURE

16. SIGN POST

17. CABINET

18. CONCRETE CURB

19. CONCRETE GUTTER

20. CHANNEL BOTTOM

21. GATE

22. POST

23. WOODEN WALL

24. WOOD STEPS

25. GROUND LIGHT

26. PICNIC TABLE

27. TURF/GRASS
XX
XX
XX

CONSTRUCTION NOTES

REMOVE AND REPLACE EXISTING CONCRETE SURFACE PER PLAN

REMOVE AND REPLACE FULL DEPTH ASPHALT PAVEMENT PER PLAN DENSE BRUSH AREA TO BE CLEARED AND GRUBBED. TREE REMOVAL PER TREE DISPOSITION PLAN ON SHEETS (LD-01 TO LD-12)
LEGEND

CLEAR AREA OF TRASH, LANDSCAPE LITTER, EXCESS LOOSE SEDIMENT, AND INVASIVE SPECIES SHRUBBERY AS NEEDED.

REMOVE AND REPLACE EXISTING LANDSCAPING AND SURFACE

MATERIALS (INCLUDING LACFCD DIRT ACCESS ROADS) IMPACTED BY CONSTRUCTION. RESTORE SURFACES TO MATCH EXISTING CONDITIONS

OR AS OTHERWISE NOTED ON THE PLANS

TREE, PROTECT IN PLACE
TREE PROTECTION ZONE (TPZ), SEE NOTE 4
REPAIR EXISTING NATURE PATH, STEPS, AND FENCING. CONFIRM TREE

OR PLANTING IMPACTS WITH PROJECT REPRESENTATIVE PRIOR TO WORK

TREE, REMOVE

DEEP SLOPE EXCAVATION FOR CONSTRUCTION SITE ACCESS
4 5
5 14
4 8
8 17
5 5
5 5
4 5
5 4
20 4
4 5
10 9
21 21
11 11
11 22
22 22
23 15
4 18
18 18
23 24
4 10 21
5 4
4 4
10 10
10 5
5 4
4 18
5 16

ONEIDA ST

IRRIGATION

DRAIN INLET

DRAIN INLET
18" STORM DRAIN

CONCRETE FLARED

DRAIN END SECTION

UNDERGROUND ELECTRIC

BACK FLOW VALVE

IRRIGATION

ELECTRIC OUTLET

UNDERGROUND ELECTRIC

HOSE BIB

IRRIGATION CONTROL VALVE

SPRINKLER HEAD

IRRIGATION

UNDERGROUND ELECTRIC

FOR PARK LIGHTING

IRRIGATION MAIN

SPRINKLER HEAD

EARTHSIDE NATURE

CENTER SIGN TO BE
REMOVED. NAMEPLATE
TO BE SALVAGED.
8" STORM DRAIN

UNDERGROUND ELECTRIC

EATON WASH

IRRIGATION LINE

CONCRETE FLARED

DRAIN END SECTION
D
D
E
S
S
S
S
S CD-01 CD-02
CD-05
CD-03
CD-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION DEMOLITION PLAN 2
CD-02
10 KEY MAP
SCALE: 1"=250' MATCHLINE SEE SHEET CD-03
Feet
0 20 40
SCALE: 1"=20' MATCHLINE SEE SHEET CD-05
MATCHLINE SEE SHEET CD-05 MATCHLINE SEE SHEET CD-01

LIMITS OF WORK

REMOVE AND REPLACE PER PLANS

EXISTING - PROTECT IN PLACE XX
XX
XX

CONSTRUCTION NOTES

REMOVE AND REPLACE EXISTING CONCRETE SURFACE PER PLAN

REMOVE AND REPLACE FULL DEPTH ASPHALT PAVEMENT PER PLAN DENSE BRUSH AREA TO BE CLEARED AND GRUBBED. TREE REMOVAL PER TREE DISPOSITION PLAN ON SHEETS (LD-01 TO LD-12)
LEGEND

CLEAR AREA OF TRASH, LANDSCAPE LITTER, EXCESS LOOSE SEDIMENT, AND INVASIVE SPECIES SHRUBBERY AS NEEDED.

REMOVE AND REPLACE EXISTING LANDSCAPING AND SURFACE

MATERIALS (INCLUDING LACFCD DIRT ACCESS ROADS) IMPACTED BY UTILITY LINE TRENCHING AND INSTALLATION. RESTORE SURFACES TO

MATCH EXISTING CONDITIONS OR AS OTHERWISE NOTED ON THE PLANS

TREE, PROTECT IN PLACE
TREE PROTECTION ZONE (TPZ), SEE NOTE 4
REPAIR EXISTING NATURE PATH, STEPS, AND FENCING. CONFIRM TREE OR

PLANTING IMPACTS WITH PROJECT REPRESENTATIVE PRIOR TO WORK

TREE, REMOVE

DEEP SLOPE EXCAVATION FOR CONSTRUCTION SITE ACCESS
REMOVE

1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND BASED ON RECORD DRAWINGS.

ACTUAL CONDITIONS MAY VARY. CONTRACTOR SHALL FIELD VERIFY. CONTRACTOR IS

RESPONSIBLE FOR THE PROTECTION, REMOVAL AND/OR REPLACEMENT OF EXISTING UTILITIES SHOWN ON THE PLANS AND AS-BUILTS.

2. EXISTING UNDERGROUND UTILITIES MUST BE PROTECTED IN PLACE UNLESS OTHERWISE SPECIFIED PER PLAN.

3. TREE LOCATIONS SHOWN ARE BASED ON THE ARBORIST'S SURVEY. LOCATIONS WERE OBTAINED VIA GPS AND MAY NOT MATCH SURVEYED FIELD CONDITIONS. CONTRACTOR SHALL VERIFY ACTUAL FIELD LOCATIONS PRIOR TO COMMENCING WORK.

WITHIN A TPZ IS NECESSARY, PROTECTIVE MEASURES SHALL BE IMPLEMENTED IN

ACCORDANCE WITH THE PROJECT ARBORIST'S RECOMMENDATIONS TO AVOID OR MINIMIZE DAMAGE TO ROOTS, TRUNKS, AND CANOPIES.

6. TREES TO BE REMOVED SHALL BE TAGGED BY THE CONTRACTOR PRIOR TO DEMOLITION.

CONTRACTOR SHALL REMOVE TREES ONLY AFTER APPROVAL FROM THE CITY. NEW TREES SHALL BE INSTALLED PER THE LANDSCAPE PLANTING PLANS.

7. REFER TO TREE DISPOSITION PLANS (LD-01 TO LD-12) TO DETERMINE WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED.

8. ALL TREE OF HEAVEN (AILANTHUS ALTISSIMA), DEAD TREES, AND STUMPS SHALL BE REMOVED, EVEN IF THEY ARE NOT INDICATED ON THE PLANS.

9. PRUNE TREES WITHIN BRIDGE INSTALLATION AREAS AND ALL OTHER OVERGROWN

TREES WITHIN THE SITE AS NEEDED UNDER DIRECTION OF THE CITY AND PROJECT ARBORIST.

10.CONTRACTOR TO FIELD VERIFY UTILITY LINES PRIOR TO EXCAVATION.

11.REMOVE AND REINSTALL IRRIGATION LINES AND IRRIGATION CONTROL VALVES PER LANDSCAPE PLANS. ANY IRRIGATION LINES NOT SHOWN ON THE DEMOLITION PLANS

THAT ARE IMPACTED BY CONSTRUCTION SHALL BE REMOVED AND REPLACED IN KIND TO PRE-EXISTING CONDITIONS OR BETTER.

12.THE DEMOLITION SHOWN ON THE PLANS IS NOT ALL INCLUSIVE OF EVERYTHING NEEDED TO PROPERLY INSTALL THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE

CONTRACTOR SHALL REVIEW AS-BUILTS AND PERFORM AN INVESTIGATION OF EXISTING CONDITIONS TO INCLUDE ALL DEMOLITION REQUIRED IN THE BID.

13.THE CONTRACTOR SHALL RESTORE ANY DAMAGED ITEMS DURING CONSTRUCTION TO

ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE CITY

14.CONTRACTOR TO REMOVE AND REPLACE SIDEWALK AND WALKWAYS AT NEAREST CONTROL JOINT, TO BE FIELD VERIFIED. GRADING SHALL MATCH EXISTING ELEVATION AT JOIN LOCATIONS WITH GRADES NO GREATER THAN 2%.

15.CONTRACTOR SHALL REMOVE ALL EXISTING WOOD RAILINGS, FENCING, WALLS, AND CURBS ASSOCIATED WITH DECOMMISSIONED PATHWAYS WITHIN THE SLOPE AREA.

FOLLOWING REMOVAL, THE CONTRACTOR SHALL PERFORM ALL NECESSARY SLOPE

REPAIR, INFILL, AND STABILIZATION TO RESTORE SLOPE INTEGRITY AND PREVENT EROSION.

16.CONTRACTOR TO SALVAGE BOULDERS OVER 2' IN DIAMETER THAT ARE UNEARTHED DURING EXCAVATION. CLEAN AND STOCKPILE FOUND BOULDERS FOR REUSE WHEREVER BOULDERS ARE SPECIFIED IN THE PLANS. BOULDERS TO BE REUSED MUST BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

SHALL BE REMOVED AND REPLACED IN KIND TO MATCH EXISTING THICKNESS, MATERIAL, AND FINISH. EXCAVATION WITHIN THE PUBLIC STREET SHALL BE REPAIRED IN ACCORDANCE WITH CITY STANDARD S-416.

20. PRIOR TO DEMOLITION, REMNANT ITEMS FROM PREVIOUS GARDEN SPACE TO BE FLAGGED BY PROJECT REPRESENTATIVE AND SALVAGED FOR REUSE.

DEMOLITION NOTES

1. TREE (SEE NOTES 3, 4, 17, & 18)

2. STORM DRAIN INLET (SEE NOTE 1)

3. STORM DRAIN LINE

4. UTILITY LINE (SEE NOTES 1, 2)

5. UTILITY STRUCTURE

6. UTILITY POLE

7. UTILITY TOWER

8. LIGHT POLE

9. WROUGHT IRON FENCING

10. CHAIN LINK FENCING

11. WOODEN FENCING

12. BLOCK WALL

13. CONCRETE WALL

14. CONCRETE PAD

15. POND WATER FEATURE

16. SIGN POST

17. CABINET

18. CONCRETE CURB

19. CONCRETE GUTTER

20. CHANNEL BOTTOM

21. GATE

22. POST

23. WOODEN WALL

24. WOOD STEPS

25. GROUND LIGHT

26. PICNIC TABLE

27. TURF/GRASS
10 12
23 23
4 5
4 4
4 5
5 5
5 5
5 5
4 5
5 4
11 11
12 21
21 4
4 4
4 EATON WASH

UNDERGROUND ELECTRIC

UTILITY TOWER

OVERHEAD UTILITY LINES

UNDERGROUND ELECTRIC

UTILITY POLES

IRRIGATION CONTROL VALVES

HOSE BIB

IRRIGATION CONTROL VALVES

IRRIGATION CABINET

HOSE BIB

IRRIGATION

GUY WIRES

UTILITY POLES

UNDERGROUND ELECTRIC

IRRIGATION

IRRIGATION
D
D
E
S
S
S
S
S CD-01 CD-02
CD-05
CD-03
CD-04

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT

FOR CONSTRUCTION

ACCOUNT
NUMBER

CITY OF PASADENA - DEPARTMENT OF PUBLIC WORKS

CHECKED BY

DRAWN BY REVISIONS
MARK DATE DESCRIPTION CHKD.APPROVED

AS BUILT
BY

SHEET TITLE

SCALE AS SHOWN
OF
SHEET
DWG.

XXXXXX NO.

EATON WASH STORMWATER CAPTURE PROJECT
111
90% DESIGN PLANS NOT
FOR CONSTRUCTION DEMOLITION PLAN 3
CD-03
11 KEY MAP
SCALE: 1"=250'
Feet
0 20 40
SCALE: 1"=20' MATCHLINE SEE SHEET CD-02
MATCHLINE SEE SHEET CD-05

LIMITS OF WORK

REMOVE AND REPLACE EXISTING CONCRETE SURFACE PER PLAN

REMOVE AND REPLACE FULL DEPTH ASPHALT PAVEMENT PER PLAN DENSE BRUSH AREA TO BE CLEARED AND GRUBBED. TREE REMOVAL PER TREE DISPOSITION PLAN ON SHEETS (LD-01 TO LD-12)
LEGEND

CLEAR AREA OF TRASH, LANDSCAPE LITTER, EXCESS LOOSE SEDIMENT, AND INVASIVE SPECIES SHRUBBERY AS NEEDED.

REMOVE AND REPLACE EXISTING LANDSCAPING AND SURFACE

MATERIALS (INCLUDING LACFCD DIRT ACCESS ROADS) IMPACTED BY UTILITY LINE TRENCHING AND INSTALLATION. RESTORE SURFACES TO

MATCH EXISTING CONDITIONS OR AS OTHERWISE NOTED ON THE PLANS

TREE, PROTECT IN PLACE
TREE PROTECTION ZONE (TPZ), SEE NOTE 4
REPAIR EXISTING NATURE PATH, STEPS, AND FENCING. CONFIRM TREE

OR PLANTING IMPACTS WITH PROJECT REPRESENTATIVE PRIOR TO WORK

TREE, REMOVE

DEEP SLOPE EXCAVATION FOR CONSTRUCTION SITE ACCESS

REMOVE AND REPLACE PER PLANS

EXISTING - PROTECT IN PLACE XX REMOVE
XX
XX