R E V I S I O N S R E F E R E N C E S 320 MAIN STREET UNIT D SEAL BEACH, CA 90740 714-656-0160 CONSTRUCTION PLANS FOR BLOCK WALL IMPROVEMENTS AT THE SOUTH END OF THE ALLEY SOUTHEAST OF THE MARTIN LUTHER KING AND BURNETT STREET INTERSECTION PROJECT NO. ___ TITLE SHEET ALLEY WALL IMPROVEMENTS SOUTHEAST OF
LUTHER KING AND BURNETT ST INTERSECT
CITY OF SIGNAL HILL BEFORE YOU DIG AT LEAST TWO DAYS 811 DIAL TOLL FREE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 VICINTY MAP INDEX OF DRAWINGS GENERAL NOTES ALL WORK DETAILED ON THE CONSTRUCTION DRAWINGS, EXCEPT AS OTHERWISE STATED IN THE SPECIAL PROVISIONS OF THE CONTRACT, SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF SIGNAL HILL STANDARD PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION). ALL STATIONS AND DIMENSIONS ARE ALONG THE CENTERLINE OF STREET UNLESS OTHERWISE SPECIFIED. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION, IF REQUIRED, IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. CURB DATA REFERS TO FACE OF CURB. ALL P.C.C AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. UNLESS OTHERWISE STATED IN THE SPECIAL PROVISIONS, ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK. TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), 2020 EDITION OR LATER REVISION AND IN COMPLIANCE WITH THE LATEST EDITION OF THE MUTCD, AND ARE SUBJECT TO THE APPROVAL OF THE AGENCY/CITY. IN ALL OPERATIONS, THE REQUIREMENTS OF THE STATE DIVISION OF INDUSTRIAL SAFETY FOR TRENCHES, EXCAVATIONS AND SHORING SHALL APPLY. SAFETY IS STRESSED. ANY OPERATION OR SITUATION THAT THREATENS THE SAFETY OF WORKERS OR THE PUBLIC, INCLUDING IMPROPER TRAFFIC CONTROL, SHALL CAUSE THE SUSPENSION OF WORK UNTIL CORRECTIONS ARE MADE. ALL OPEN EXCAVATIONS WITHIN A STREET SHALL BE STEEL-PLATED AT ALL TIMES, EXCEPT WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BARRICADES TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED AND WITHOUT EROSION ALONG THEIR EXISTING STREET OR DRAINAGE COURSES. IN THE COURSE OF RUNOFF WATER CONTROL, THE CONTRACTOR SHALL PROTECT ALL WATER COURSES, THE GROUNDWATER AND BODIES OF WATER FROM POLLUTION BY FUELS, OIL, BITUMENS OR OTHER HARMFUL MATERIALS. HARD HATS AND HIGH VISIBILITY ORANGE VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON THIS PROJECT. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF SIGNAL HILL, DEPARTMENT OF PUBLIC WORKS. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE AGENCY/CITY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. ANY COSTS INCURRED TO COMPLETE THE NECESSARY WORK WILL BE CHARGED TO THE CONTRACTOR. CONSTRUCTION NOTES SUBSTRUCTURE NOTES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN ON THESE PLANS WAS OBTAINED FROM A SEARCH OF AVAILABLE RECORDS AND POTHOLES SHOWN ON PLANS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE UTILITIES OR SUBSTRUCTURES SHOWN AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOTIFY ALL PERTINENT UTILITY COMPANIES, NOT LIMITED TO THESE INDICATED BELOW, AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. UNDERGROUND SERVICE ALERT 1-(800)-422-4133 SOUTHERN CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY SOUTHERN CALIFORNIA GAS COMPANY LONG BEACH GAS DEPARTMENT CITY OF SIGNAL HILL WATER DEPARTMENT 562-989-7253 1234 1. 2. a. b. c. d. e. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. LEGEND & ABBREVIATIONS sht. no. Description TITLE SHEET SITE PLAN AND DETAILS WALL PLAN AND PROFILE 123 CITY OF SIGNAL HILL BENCH MARK NO. ___ BASIS OF BEARINGS TC TOP OF CURB TB TOP OF BERM FS FINISH SURFACE EP EDGE OF PAVEMENT C/G CURB AND GUTTER CL CENTERLINE ( ) EXISTING DIMENSION VERTICAL DATUM: MEAN SEA LEVEL (MSL) GEOID MODEL: GEOID12B BENCHMARK ID: CITY OF SIGNAL HILL #064 BENCHMARK ELEVATION: 72.502' (1985 ADJUSTMENT) BENCHMARK DESCRIPTION: FOUND LEAD, NAIL & BRASS TAG STAMPED “LS 5411” (REPLACED ORIGINAL LEAD & TACK AS SHOWN ON PUBLIC WORKS FIELD BOOK 0323/1522-1523) IN CHISELED SQUARE AT THE NORTHWEST CORNER OF BURNETT STREET & ORANGE AVENUE, 6' WEST OF THE BCR, 44.5' WEST OF THE CENTERLINE OF ORANGE AVENUE & 18' NORTH OF THE CENTERLINE OF BURNETT STREET. THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 5, CSRS NAD83(2011) 2017.50 EPOCH AS DERIVED FROM GEODETIC VALUES PUBLISHED BY CALIFORNIA SPATIAL REFERENCE CENTER. f. PROJECT LOCATION PROTECT IN PLACE. CONSTRUCT CONCRETE BLOCK WALL, TYPE 3, PER SPPWC STD. PLAN NO. 601-5 AND DETAILS ON SHEET 2. WALL MATERIAL SHALL BE PRECISION CMU "NATURAL GRAY MW". LEAVE OPENING IN BOTTOM OF WALL AS SHOWN ON PROFILE. CONSTRUCT 4" PCC. REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE. ATTACHMENT B
ALLEY WALL IMPROVEMENTS
SOUTH END OF EXISTING ALLEY, EAST OF MLK AVE. AND SOUTH OF BURNETT ST. 3 PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
0 20 40 60
SCALE: 1"= 20'
FOR REDUCED PLANS
MARTIN LUTHER KING JR. AVENUE
CITY OF SIGNAL HILL CITY OF LONG BEACH BURNETT STREET
SITE PLAN
ALLEY
2 SITE PLAN AND DETAILS
(28)
(29)
(30)
(31)
(32)
(33)
(35)
(34)
(36)
(37)
(38)
(39)
(40)
(27.5)
(28.5)
(29.5)
(30.5)
(31.5)
(32.5)
(33.5)
(34.5)
(35.5)
(36.5)
(37.5)
(38.5)
(39.5)
(36.5)
+ 11 00
11+00 12+00 13+00 14+00
EX R/W
PROP WALL
PROTECT EX POWER POLE
EX CITY BOUNDRY
18.35'
AP#7211-021-001
2398 CALIFORNIA
AP#7211-021-012
2335 LEWIS AVE
AP#7211-021-011
2341 LEWIS AVE
AP#7211-021-010
2351 LEWIS AVE
AP#7211-021-009
2357 LEWIS AVE
AP#7211-021-045
AP#7211-021-011
2361 LEWIS AVE
2341 LEWIS AVE
EX R/W
EX R/W 10.00'
C INTERSECTION
10+00.00 MARTIN LUTHER KING JR AVENUE
10+00.00 BURNETT STREET=
L
EX R/W 10.00'
HORIZ. 1" = 2'
VERT. 1" = 2'
PROFILE
SCALE
0 2 4 6
SCALE: 1"= 2'
FOR REDUCED PLANS
CITY OF SIGNAL HILL
CITY OF LONG BEACH
ALLEY WALL IMPROVEMENTS
SOUTH END OF EXISTING ALLEY, EAST OF MLK AVE. AND SOUTH OF BURNETT ST. 3 PLAN PREPARED BY:
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160
KREUZER CONSULTING GROUP
10+00 +10 +20
38 36
40 42
44 46
34 32
38 36
40 42
44 46
34 32
EX FS PER
PROFILE
WALL LAYOUT
LINE (LOL)
PROPOSED TOP
OF WALL (TOW) PER PROFILE
N.T.S.
SECTION A-A
+95 +05 +15
3 CONSTRUCTION NOTES
1 2
3 PROTECT IN PLACE.
CONSTRUCT CONCRETE BLOCK WALL, TYPE 3, PER SPPWC
STD. PLAN NO. 601-5 AND DETAILS ON SHEET 2. WALL
MATERIAL SHALL BE PRECISION CMU "NATURAL GRAY MW".
LEAVE OPENING IN BOTTOM OF WALL AS SHOWN ON PROFILE.
CONSTRUCT 4" PCC.
WALL PLAN & PROFILE
TOP OF FOOTING
(TOF) PER PROFILE 4.00' 0.67' 8.00'
18.35 LF WALL
EX FS @ LOL OPENING 8" X 8"
EX RETAINING WALL
35.60 TOF STA 10+00.00 BEGIN WALL 43.60 TOW STA 10+18.35 END WALL 43.60 TOW STA 10+14.07 L 36.27 FL C
(36)
(35.5)
(36.5)
(36.5) PROP WALL LOL
EX POWER POLE
EX CITY BOUNDARY
10+00 10+05 10+10 10+15
A
A
PROP FOOTING
18.35' 1.00'
AP#7211-021-001
2398 CALIFORNIA
AP#7211-021-012
2335 LEWIS AVE
AP#7211-021-011
2341 LEWIS AVE 1.50' 0.83'
2.00'
2.00' STA 10+00.00 BEGIN WALL STA 10+18.35 END WALL
STA 10+14.07
C OPENING L
3 3
2 EX R/W
EX R/W PROPERTY LINE
10.00'
1 1
1 1
EX GUY TIE DOWN
1 EX GUY TIE DOWN
1 EX RETAINING WALL
1 EX CHAIN
LINK FENCE
EX CHAIN
LINK FENCE
EX CHAIN
LINK FENCE