IFB25HHL004 Plans.pdf
PDF 4 MB Posted
- Solicitation number
- B25002582
- Issued by
- Honolulu County, Waipio Acres CDP, Hawaii
About this file
These are plans for the Kakaina & Kumuhau Subdivision Sewer Repairs project issued by the State of Hawaii Department of Hawaiian Home Lands (DHHL), located in Waimanalo, Oahu. The Invitation for Bid (IFB No.: IFB-25-HHL-004) covers furnishing labor and materials for sewer repairs across multiple tax map key parcels: (1) 4-1-008:011, (1) 4-1-023:065, (1) 4-1-041:003, (1) 4-1-040:053, (1) 4-1-040:054, (1) 4-1-040:055, and (1) 4-1-041:048. The project involves repairing and replacing sewer infrastructure, including sewer mains, laterals, manholes, and associated roadway and sidewalk restoration, with detailed engineering plans prepared by Hawaii Engineering Group, Inc. in April 2025.
The project includes comprehensive engineering specifications for sewer line repairs, erosion and sediment control, traffic management during construction, and detailed site restoration requirements. The technical documents outline specific construction methods, material standards, and installation procedures for underground utilities, with particular attention to maintaining city infrastructure and minimizing disruption. The plans include multiple phases of traffic control, erosion control measures, and precise engineering profiles of the sewer system, indicating a complex infrastructure rehabilitation project designed to improve the existing sewer network in the Kakaina and Kumuhau subdivisions while adhering to local municipal standards and environmental regulations.
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STATE OF HAWAII
DEPARTMENT OF HAWAIIAN HOME LANDS
91-5420 Kapolei Parkway, Kapolei, HI. 96707
PLANS
FOR
FURNISHING LABOR AND MATERIALS FOR
KAKAINA & KUMUHAU SUBDIVISION SEWER
REPAIRS
WAIMANALO, ISLAND OF OAHU, HI
TMK: (1) 4-1-008:011, (1) 4-1-023:065 & (1) 4-1-041:003
IFB NO.: IFB-25-HHL-004
April 2025
Civil & Structural Engineers
1088 BISHOP STREET #2506
HONOLULU, HI 96813
Tel: 808-533-2092
HAWAII
ENGINEERING
GROUP, Inc.
Exp. Date: 4-30-26
H A
W A I I , U
S
A
LICENSED
PROFESSIONAL
ENGINEER
14472-C
G R
E G
O R Y D . S A N T O R
O
STATE OF HAWAII
DEPARTMENT OF HAWAIIAN HOME LANDS
KAKAINA & KUMUHAU SUBDIVISION
SEWER REPAIRS
IFB-24-HHL-004
WAIMANALO, HAWAII 96795
T.M.K.: (1) 4-1-040:053, (1) 4-1-040:054, (1) 4-1-040:055 & (1) 4-1-041:048
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KAKAINA SUBDIVISION
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DATE
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BY
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SEWER REPAIRS
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DEPARTMENT OF HAWAIIAN HOME LANDS
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PUHA STREET, WAIMANALO, HAWAII 96795
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REVISIONS
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DRAWER
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FILE
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AutoCAD SHX Text 6/9/2023
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DATE:
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DESIGNED BY:
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SHEET
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JOB NO.
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OF
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REVISION NO.
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HALEIWA
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MOKULEIA
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WAILUA
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MAKAHA
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WAIANAE
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NANAKULI
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KAPOLEI
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EWA
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WAIPAHU
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PEARL CITY
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WAIMALU
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AIEA
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WAHIAWA
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MILILANI
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KAHUKU
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LAIE
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HAUULA
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KAAAWA
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KANEOHE
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KAILUA
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WAIMANALO
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HAWAII KAI
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AINA HAINA
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MAUNALANI HEIGHTS
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WAIKIKI
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HONOLULU
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EWA BEACH
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KAENA POINT
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PEARL HARBOR
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PREPARED FOR
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LOCATION MAP
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VICINITY MAP
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PROJECT LOCATION
AutoCAD SHX Text DEPARTMENT OF HAWAIIAN HOME LANDS, STATE OF HAWAII LAND DEVELOPMENT DIVISION CONTACT: CONTACT: 91-5420 KAPOLEI PARKWAY WILLIAM J. AILA JR. WILLIAM J. AILA JR. KAPOLEI, HAWAII 96707 CHAIRMAN, HAWAIIAN HOMES COMMISSIONCHAIRMAN, HAWAIIAN HOMES COMMISSION
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GENERAL NOTES
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TITLE SHEET
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AutoCAD SHX Text CONSTRUCTION NOTES: 1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1986 AND STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984, AS AMENDED, OF THE DEPARTMENT OF PUBLIC WORKS, CITY AND COUNTY OF HONOLULU AND THE COUNTIES OF KAUAI, MAUI, AND HAWAII. 2. THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE ENGINEER FROM HIS SEARCH OF RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES. 3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING CITY DRAINAGE SYSTEMS, OR ADJOINING PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY. 4. THE GENERAL CONTRACTOR/DEVELOPER/OWNER OF THE PROJECT SHALL BE THE GENERAL CONTRACTOR/DEVELOPER/OWNER OF THE PROJECT SHALL BE RESPONSIBLE FOR CONFORMANCE WITH APPLICABLE PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS," AND TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL", AS WELL AS CHAPTER 18A OF THE REVISED ORDINANCES OF HONOLULU, AS AMENDED. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION. THE GENERAL CONTRACTOR/DEVELOPER/OWNER OF THE PROJECT SHALL OBTAIN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT COVERAGE(S) FOR THE FOLLOWING: 1) STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT DISTURB ONE (1) ACRE OR MORE, AND 2) DISCHARGES OF HYDROTESTING EFFLUENT, DEWATERING EFFLUENT, AND WELL DISCHARGES OF HYDROTESTING EFFLUENT, DEWATERING EFFLUENT, AND WELL DRILLING EFFLUENT TO STATE WATERS. IN ACCORDANCE WITH STATE LAW, ALL DISCHARGES RELATED TO PROJECT CONSTRUCTION OR OPERATIONS ARE REQUIRED TO COMPLY WITH STATE WATER QUALITY STANDARDS (HAWAII ADMINISTRATIVE RULES, CHAPTER 11-54). BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE OR PREVENT THE DISCHARGE OF SEDIMENT, DEBRIS, AND OTHER POLLUTANTS TO STATE WATERS. PERMIT COVERAGE IS AVAILABLE FROM THE DEPARTMENT OF HEALTH, CLEAN WATER BRANCH AT HTTP://HEALTH.HAWAII.GOV/CWB. THE OWNER/DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING OTHER FEDERAL, STATE, OR LOCAL AUTHORIZATIONS AS REQUIRED BY LAW. 5. FOR NON-CITY PROJECTS, THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEERING FOR NON-CITY PROJECTS, THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEERING BRANCH, D.P.P. AT 768-8084 TO ARRANGE FOR INSPECTIONAL SERVICES AND SUBMIT TWO (2) SETS OF APPROVED CONSTRUCTION PLANS SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK. FOR CITY PROJECTS, THE CONTRACTOR SHALL COORDINATE INSPECTIONAL SERVICES WITH THE RESPONSIBLE CITY AGENCY.
AutoCAD SHX Text CONSTRUCTION NOTES (CONT.): 6. CONFINED SPACE CONFINED SPACE FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT REQUIRED FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT REQUIRED CONFINED SPACE AS DEFINED IN 29 CFR PART 1910.146(B), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: I. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS APPLICABLE TO ALL PARTIES OTHER THAN THE CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: A. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL. B. LIFELINE AND ASSOCIATED CLIPS. B. LIFELINE AND ASSOCIATED CLIPS. C. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT. C. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT. D. TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT. D. TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT. E. EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION). E. EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION). F. CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE. F. CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE. G. CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE, CARBON MONOXIDE AND FLAMMABLES (CAPABLE OF MONITORING AT A DISTANCE AT LEAST 20-FEET AWAY). H. PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR. H. PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR. II. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS. III. ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT). 7. PURSUANT TO CHAPTER 6E, HRS, IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS PURSUANT TO CHAPTER 6E, HRS, IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE HONOLULU POLICE DEPARTMENT, THE STATE DEPARTMENT OF LAND AND NATURAL RESOURCES-HISTORIC PRESERVATION DIVISION (692-8015). IN ADDITION, FOR NON-CITY PROJECTS, THE CONTRACTOR SHALL INFORM THE CIVIL ENGINEERING BRANCH, DEPARTMENT OF PLANNING AND PERMITTING (768-8084); AND FOR CITY PROJECTS, NOTIFY THE RESPONSIBLE CITY AGENCY. 8. FOR PROJECTS ABUTTING STATE HIGHWAYS' RIGHTS-OF WAY, THE OWNER OR HIS FOR PROJECTS ABUTTING STATE HIGHWAYS' RIGHTS-OF WAY, THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL NOTIFY THE STATE DEPARTMENT OF TRANSPORTATION, HIGHWAYS DIVISION, OAHU DISTRICT, DRAINAGE DISCHARGE UNIT AT 831- 6793 FOR AN ASSESSMENT OF STATE HIGHWAYS PERMIT REQUIREMENTS. PUBLIC HEALTH, SAFETY AND CONVENIENCE NOTES: 1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY AND ENVIRONMENTAL QUALITY. 2. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND ITS THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND ITS SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.
AutoCAD SHX Text PUBLIC HEALTH, SAFETY AND CONVENIENCE NOTES (CONT.): 3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATIONS SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING CITY DRAINAGE SYSTEMS, OR ADJOINING PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATION(S) OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY. 4. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES, AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC. THE CONTRACTOR SHALL APPLY FOR A CONSTRUCTION PERMIT WITH A NOISE POLLUTION CONTROL PLAN. 5. THE CONTRACTOR ATTENTION IS DIRECTED TO TITLE II, ADMINISTRATIVE RULES, THE CONTRACTOR ATTENTION IS DIRECTED TO TITLE II, ADMINISTRATIVE RULES, CHAPTER 46 PUBLIC HEALTH REGULATIONS DEPARTMENT OF HEALTH, STATE OF HAWAII "COMMUNITY NOISE CONTROL" IN WHICH MAXIMUM ALLOWABLE NOISE LEVELS HAVE BEEN SET. IF THE CONSTRUCTION ACTIVITIES FOR THIS PROJECT WILL EXCEED THE ALLOWABLE NOISE LEVELS, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A PERMIT FROM THE DIRECTOR OF THE DEPARTMENT OF PUBLIC HEALTH. THE CONTRACTOR SHALL OBTAIN A COPY OF CHAPTER 46Z E AND BECOME FAMILIAR WITH THE NOISE LEVEL RESTRICTIONS AND THE PROCEDURES FOR OBTAINING A PERMIT FOR CONSTRUCTION ACTIVITIES.
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INDEX OF DRAWINGS
AutoCAD SHX Text SHEET DESCRIPTION TITLE SHEET SEWER NOTES AND DETAILS OVERALL SITE PLAN SEWER PLAN AND PROFILE SITE EROSION AND SEDIMENT CONTROL PLAN TRAFFIC CONTROL PLAN AND NOTES SEWER PLAN AND PROFILES SEWER PLAN AND PROFILE SITE EROSION AND SEDIMENT CONTROL PLAN TRAFFIC CONTROL PLAN AND NOTES EROSION & SEDIMENT CONTROL PLAN NOTES AND DETAILS
AutoCAD SHX Text SHEET No. 000 C001 C002 C003 C004 C005 C006 C007 C008 C009 C010
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COUNT 1 2 3 4 5 6 7 8 9 10 11
AutoCAD SHX Text HAWAII ENGINEERING GROUP, INC. CONTACT: CONTACT: 1088 BISHOP STREET, SUITE 2506 GREGORY D. SANTORO, P.E. GREGORY D. SANTORO, P.E. HONOLULU, HAWAII 96813
AutoCAD SHX Text 23-011 23-012
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KAKAINA & KUMUHAU SUBDIVISION
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SEWER REPAIRS
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WAIMANALO, HAWAII 96795
AutoCAD SHX Text T.M.K.: (1) 4-1-040:053, 54 & 55, (1) 4-1-041:048
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KAKAINA SUBDIVISION
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KUMUHAU SUBDIVISION
AutoCAD SHX Text DIRECTOR, DEPARTMENT OF PLANNING AND PERMITTING DATE DATE CITY AND COUNTY OF HONOLULU (FOR CONSTRUCTION WITHIN CITY MAINTAINED ROW ONLY)
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CHIEF, CIVIL ENGINEERING BRANCH DATE DATE DEPARTMENT OF PLANNING AND PERMITTING
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APPROVED:
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DPP COMMENTS
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BWS COMMENTS
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TRB COMMENTS
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HONOLULU, HI 96813
Tel: 808-533-2092
HAWAII
ENGINEERING
GROUP, Inc.
Exp. Date: 4-30-26
H A
W A I I , U
S
A
LICENSED
PROFESSIONAL
ENGINEER
14472-C
G R
E G
O R Y D . S A N T O R
O
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SAWCUT AND REPAVE TO MATCH EXISTING GRADE
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TACK COAT
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4" MIN. C&C MIX #4 AC PAVEMENT OR MATCH EXIST, WHICHEVER IS GREATER
AutoCAD SHX Text 6" MIN. BASE COURSE OR MATCH EXIST, WHICHEVER IS GREATER, WITH 85% MIN. FIELD CBR VALUE
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6" MIN. SELECT BORROW SUBBASE OR MATCH EXIST COMPACTED TO 95% MAX DENSITY
AutoCAD SHX Text SATISFACTORY BACKFILL (INTERMEDIATE LIFT) PER STD SPECS FOR PUBLIC WORKS CONSTRUCTION SEC.11
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3'-0" MIN. DEPTH
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3'-0" MIN. DEPTH
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3'-0" MIN. DEPTH
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3'-0" MIN. DEPTH
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3'-0" MIN. DEPTH
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3'-0" MIN. DEPTH
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EXIST BASE COURSE SHALL BE RE-COMPACTED
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WARNING TAPE
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PIPE CUSHION SELECT MATERIAL
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CRUSHED ROCK OR CLSM BEDDING MATERIAL, SEE NOTE 1
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FILTER FABRIC AROUND BEDDING MATERIAL, SEE NOTE 1
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SAWCUT AT NEAREST JOINT OR SCORELINE
AutoCAD SHX Text 4" MIN. CONCRETE PER C&C STD DETAIL R-28 OR TOPSOIL & LAWN GRASS IF UNIMPROVED. CONTRACTOR SHALL COMPLY WITH CITY'S JOINTING POLICY STANDARD DATED 4/6/09 FOR NEW SIDEWALK
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EXIST SELECT BORROW OR NATIVE MATERIAL
AutoCAD SHX Text 6" MIN. SELECT BORROW OR NATIVE MATERIAL OR MATCH EXIST, COMPACTED TO 95% MAX DENSITY, PER STD SPECS FOR PUBLIC WORKS CONSTRUCTION SEC. 30
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1'-6" MIN. DEPTH
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1'-6" MIN. DEPTH
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1'-6" MIN. DEPTH
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1'-6" MIN. DEPTH
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1'-6" MIN. DEPTH
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AutoCAD SHX Text SELECT BACKFILL FOR PIPES (1 STLIFT) PER STD SPECS FOR PUBLIC WORKS CONSTRUCTION SEC. 11
AutoCAD SHX Text NOTES: 1. FOUR FOOT WIDE SIDEWALK PANELS THAT ARE CUT, TRENCHED OR DAMAGED SHALL BE REPLACED IN WHOLE PANELS. FOR LARGER SIDEWALK PANELS THAT ARE CUT, TRENCHED OR DAMAGED, THE MINIMUM WIDTH OF REPLACED OR REMAINING SECTIONS SHALL BE FOUR FEET.. 2. REPLACE SIDEWALK SHALL BE SCORED, FINISHED, AND COLORED TO MATCH EXISTING.
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KAKAINA SUBDIVISION
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DATE
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BY
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SEWER REPAIRS
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DEPARTMENT OF HAWAIIAN HOME LANDS
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PUHA STREET, WAIMANALO, HAWAII 96795
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REVISIONS
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FOLDER
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DATE:
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DESIGNED BY:
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JOB NO.
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OF
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REVISION NO.
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SEWER NOTES AND DETAILS
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AutoCAD SHX Text SEWER NOTES: 1. ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S "STANDARD SPECIFICATIONS," SEPT. 1986, THE DEPARTMENT OF ENVIRONMENTAL SERVICES "WASTEWATER SYSTEM DESIGN STANDARDS." JULY 2017, AND "WASTEWATER SYSTEM STANDARD DETAILS." JULY 2017, CURRENT CITY PRACTICES AND REVISED ORDINANCES OF HONOLULU, 1990 AS AMENDED. 2. IN THE EVENT THAT ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED SEWERS IN THE EVENT THAT ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED SEWERS ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER UTILITIES, THE ENGINEER IN CHARGE OR THE MAKER OF THE PLANS SHALL BE RESPONSIBLE FOR THE REQUIRED CHANGES WHICH ARE TO BE PRESENTED TO THE DEPARTMENT OF PLANNING AND PERMITTING (DPP) FOR APPROVAL. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGEMENT BRANCH, WASTEWATER THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGEMENT BRANCH, WASTEWATER ENGINEERING AND CONSTRUCTION DIVISION, ENV, AT 768-8785, 768-8769, OR 768-8755 TO ARRANGE FOR INSPECTION SERVICES AND SUBMIT THREE (3) SETS AND ONE (1) CD WITH A PDF OF APPROVED CONSTRUCTION PLANS TO THE WASTEWATER BRANCH, DPP SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF SEWER WORK. THE CONTRACTOR SHALL PAY FOR ALL INSPECTION COSTS. 4. CRUSHED ROCK CRADLE IS PERMITTED WHERE SOIL IS STABLE. IN AREAS OF UNSTABLE CRUSHED ROCK CRADLE IS PERMITTED WHERE SOIL IS STABLE. IN AREAS OF UNSTABLE SOIL, THE MAKER OF THE PLANS AND THE CONSTRUCTION ENGINEER WILL DETERMINE THE PIPE SUPPORT REQUIRED. 5. THE UNDERGROUND PIPES, CABLES OR DUCT LINES KNOWN TO EXIST BY THE ENGINEER THE UNDERGROUND PIPES, CABLES OR DUCT LINES KNOWN TO EXIST BY THE ENGINEER FROM HIS RESEARCH OF RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE FACILITIES, INCLUDING AND AFFECTING SEWER LINES, IN THE PRESENCE OF THE WASTEWATER INSPECTOR AND EXERCISE PROPER CARE IN EXCAVATING THE AREA. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL PAY FOR ALL DAMAGED UTILITIES. 6. SEWER LATERALS SHALL BE CLEAR OF AND NOT CONFLICTING WITH ANY OTHER UTILITY. SEWER LATERALS SHALL BE CLEAR OF AND NOT CONFLICTING WITH ANY OTHER UTILITY. MINIMUM HORIZONTAL AND VERTICAL CLEARANCES SHALL BE STRICTLY OBSERVED AND FOLLOWED. 7. SLOPE FOR SEWER LATERALS SHALL BE A MINIMUM OF 2.00% UNLESS OTHERWISE NOTED. SLOPE FOR SEWER LATERALS SHALL BE A MINIMUM OF 2.00% UNLESS OTHERWISE NOTED. 8. BUILDING PLUMBING FACILITIES SHALL BE CONTROLLED BY SEWER LATERAL INVERTS. BUILDING PLUMBING FACILITIES SHALL BE CONTROLLED BY SEWER LATERAL INVERTS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS SEWER SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS SEWER SERVICE TO ALL AFFECTED AREAS DURING CONSTRUCTION. 10. THE CONSULTING ENGINEER SHALL SUBMIT TO THE WASTEWATER BRANCH, DPP "AS-BUILT" THE CONSULTING ENGINEER SHALL SUBMIT TO THE WASTEWATER BRANCH, DPP "AS-BUILT" TRACINGS AND ELECTRONIC FILES OF THE CONSTRUCTION PLANS AS ACTUALLY CONSTRUCTED, SHOWING ALL CHANGES FROM THE ORIGINAL PLANS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE STATE DEPARTMENT OF HEALTH AND UTILIZE APPROPRIATE SAMPLING AND ANALYZING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUBLIC NOTIFICATIONS AND PRESS RELEASES. 12. THE CONTRACTOR SHALL INSTALL "RAINSTOPPER" MANHOLE INSERTS IN ALL SEWER THE CONTRACTOR SHALL INSTALL "RAINSTOPPER" MANHOLE INSERTS IN ALL SEWER MANHOLES WITH TYPE "SA" FRAME AND COVER. 13. THE CONTRACTOR SHALL OBTAIN APPROVAL FOR ADVANCE SEWER RISER AGREEMENT AT THE CONTRACTOR SHALL OBTAIN APPROVAL FOR ADVANCE SEWER RISER AGREEMENT AT THE DPP AND OBTAIN BUILDING PERMIT FOR PLUMBING WORK BEFORE ANY ADVANCE RISER IS MADE. 14. S4C PIPE CRADLE SEALS SHALL BE INSTALLED 10 FEET FROM ALL SEWER MANHOLES TO S4C PIPE CRADLE SEALS SHALL BE INSTALLED 10 FEET FROM ALL SEWER MANHOLES TO PREVENT SOIL MIGRATION. SEE DETAIL 3/C001. 15. CONFINED SPACE CONFINED SPACE FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT-REQUIRED CONFINED SPACE AS DEFINED IN 29 CFR PART 1910.146(b). THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: 1. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS APPLICABLE TO ALL PARTIES OTHER THAN THE CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: A. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL. B. LIFELINE AND ASSOCIATED CLIPS. LIFELINE AND ASSOCIATED CLIPS. C. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT. D. TWO-WAY RADIOS (WALKIE TALKIES) IF OUT OF LINE-OF-SIGHT. TWO-WAY RADIOS (WALKIE TALKIES) IF OUT OF LINE-OF-SIGHT. E. EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION). EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION). F. CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE. CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE. G. CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE, CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE, CARBON MONOXIDE AND FLAMMABLES (CAPABLE OF MONITORING AT A DISTANCE AT LEAST 20-FEET AWAY). H. PERSONAL MUTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR. PERSONAL MUTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR. 2. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS. 3. ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT).
AutoCAD SHX Text SEWER NOTES (CONT.): 16. WHEN CONNECTING TO A LIVE SEWER LINE, THE CONTRACTOR SHALL ABIDE BY ALL WHEN CONNECTING TO A LIVE SEWER LINE, THE CONTRACTOR SHALL ABIDE BY ALL CONDITIONS THAT THE STATE DEPARTMENT OF HEALTH SETS FORTH TO MITIGATE ANY WASTEWATER SPILL THAT MAY OCCUR. THE CONTRACTOR SHALL INFORM THE CITY INSPECTOR FIVE (5) WORKING DAYS PRIOR TO THE ACTUAL CONNECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES AND PENALTIES DUE TO ANY SPILLS RESULTING FROM THE CONNECTION. 17. NO RUNGS SHALL BE INSTALLED INSIDE NEW SEWER MANHOLES. 18. FOR SEWER MANHOLE ADJUSTMENTS UPWARD LESS THAN 3", SEE STD. DETAIL S-28. FOR FOR SEWER MANHOLE ADJUSTMENTS UPWARD LESS THAN 3", SEE STD. DETAIL S-28. FOR SMH ADJUSTMENTS UPWARD GREATER THAN 3" OR FOR ANY ADJUSTMENTS UPWARD GREATER THAN 3" OR FOR ANY ADJUSTMENTS DOWNWARD, RECONSTRUCT SMH TOP FROM BELOW THE CONE SECTION. 19. IF THE CONTRACTOR ENCOUNTERS FLOW MONITORING DEVICES, SUCH AS SPECIAL SEWER IF THE CONTRACTOR ENCOUNTERS FLOW MONITORING DEVICES, SUCH AS SPECIAL SEWER MANHOLE COVERS EMBEDDED WITH SOLAR PANELS, CONTACT COLLECTION SYSTEMS MAINTENANCE (CSM), ENV AT 768-7272 TO COORDINATE TEMPORARY REMOVAL. 20. THE CONTRACTOR SHALL MAINTAIN VISIBILITY AND MAINTENANCE ACCESS TO LIVE SEWER THE CONTRACTOR SHALL MAINTAIN VISIBILITY AND MAINTENANCE ACCESS TO LIVE SEWER MANHOLE LOCATIONS AT ALL TIMES, INCLUDING DURING NON-WORK HOURS AND PAVING OPERATIONS. 21. THE CONTRACTOR SHALL USE A MANHOLE DEBRIS CATCHING DEVICE WHEN PERFORMING THE CONTRACTOR SHALL USE A MANHOLE DEBRIS CATCHING DEVICE WHEN PERFORMING MANHOLE HEIGHT ADJUSTMENT WORK AND REMOVE ANY CONSTRUCTION DEBRIS THAT HAS FALLEN INTO THE MANHOLE. DISPOSAL OF CONSTRUCTION DEBRIS IN THE SEWER SYSTEM IS STRICTLY PROHIBITED. 22. FOR PRECAST SEWER MANHOLES, THE CONSULTING ENGINEER SHALL SUBMIT FOUR (4) SETS FOR PRECAST SEWER MANHOLES, THE CONSULTING ENGINEER SHALL SUBMIT FOUR (4) SETS OF SHOP DRAWINGS TO THE WASTEWATER BRANCH, DPP FOR APPROVAL. AFTER THE SHOP DRAWINGS ARE APPROVED, THE MANUFACTURER SHALL NOTIFY THE CONSTRUCTION MANAGEMENT BRANCH, WASTEWATER ENGINEERING AND CONSTRUCTION DIVISION, ENV, AT 768-8785, 768-8769, & 768-8755 TO ARRANGE FOR INSPECTION SERVICES FOR CONCRETE POURS MADE AT ITS PLANT SEVEN (7) DAYS PRIOR TO POUR. WATER NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND CONSTRUCTION OF WATER SYSTEM UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND CONSTRUCTION OF WATER SYSTEM FACILITIES AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CITY AND COUNTY OF HONOLULU BOARD OF WATER SUPPLY'S "WATER SYSTEM STANDARDS", DATED 2002, THE "WATER SYSTEM EXTERNAL CORROSION CONTROL STANDARDS", VOLUME 3, DATED 2021, AND ALL SUBSEQUENT AMENDMENTS AND ADDITIONS. 2. NO DEVIATION TO THE BOARD OF WATER SUPPLY 2002 WATER SYSTEM STANDARDS SHALL NO DEVIATION TO THE BOARD OF WATER SUPPLY 2002 WATER SYSTEM STANDARDS SHALL BE ALLOWED WITHOUT THE MANAGER AND CHIEF ENGINEER'S APPROVAL. 3. ALL PLANS APPROVED BY THE BOARD OF WATER SUPPLY ARE BASED SOLELY ON THE ALL PLANS APPROVED BY THE BOARD OF WATER SUPPLY ARE BASED SOLELY ON THE ADEQUACY OF THE WATER SUPPLY AND/OR IF WORK IS TO BE DONE ON/OR NEAR THE WATER SYSTEM. 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES AS SHOWN ON THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES AS SHOWN ON THE PLANS ARE FROM THE LATEST AVAILABLE DATA, BUT ARE NOT GUARANTEED AS TO THEIR ACCURACY OR THE ENCOUNTERING OF OTHER OBSTACLES DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE AND PAY FOR ALL DAMAGES TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOT ASSUME THAT WHERE NO UTILITIES ARE SHOWN, THAT NONE EXIST. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WATERLINES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WATERLINES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE ESPECIALLY CAREFUL WHEN EXCAVATING BEHIND WATERLINES, TEES, AND BENDS WHENEVER THERE IS A POSSIBILITY OF WATERLINE MOVEMENT DUE TO THE REMOVAL OF THE SUPPORTING EARTH BEYOND THE EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES NECESSARY TO PROTECT THE WATERLINES, SUCH AS CONSTRUCTING SPECIAL REACTION BLOCKS (WITH BOARD OF WATER SUPPLY APPROVAL) AND/OR MODIFYING HIS CONSTRUCTION METHOD. 6. RE-APPROVAL SHALL BE REQUIRED IF THIS PROJECT IS NOT UNDER CONSTRUCTION WITHIN RE-APPROVAL SHALL BE REQUIRED IF THIS PROJECT IS NOT UNDER CONSTRUCTION WITHIN A PERIOD OF TWO (2) YEARS. 7. PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL VERIFY IN THE FIELD, THE LOCATION PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL VERIFY IN THE FIELD, THE LOCATION OF EXISTING WATERLINES AND APPURTENANCES. 8. ANY ADJUSTMENTS TO THE EXISTING WATER SYSTEM REQUIRED DURING CONSTRUCTION, TO ANY ADJUSTMENTS TO THE EXISTING WATER SYSTEM REQUIRED DURING CONSTRUCTION, TO MEET THE REQUIREMENTS OF THE BWS STANDARDS, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE DONE BY THE CONTRACTOR AT NO COST TO THE BOARD. 9. WHEN A UTILITY (GAS, SEWER, ELECTRICAL DUCT LINE, FIBER OPTIC, DRAINAGE, ETC.) WHEN A UTILITY (GAS, SEWER, ELECTRICAL DUCT LINE, FIBER OPTIC, DRAINAGE, ETC.) CROSSES BELOW A BOARD OF WATER SUPPLY WATER MAIN, THE DESIGNER OF RECORD AND THEIR CONSTRUCTION ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE ADEQUATE WATER MAIN STRUCTURAL SUPPORT AND SUBMIT THE CONSTRUCTION METHOD AND SHOP DRAWING, STAMPED BY A LICENSED ENGINEER AND REVIEWED AND ACCEPTED BY THE DESIGNER OF RECORD, TO THE BOARD OF WATER SUPPLY FOR REVIEW AND APPROVAL. ALL WORD SHALL BE AT NO COST TO THE BOARD OF WATER SUPPLY.
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ANGLE OF REPOSE
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PIPE
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* FROM CITY & COUNTY STANDARD FROM CITY & COUNTY STANDARD DETAILS, SHEET S-1 OR AS SPECIFIED ON THE CONSTRUCTION PLANS.
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CENTER OF SEAL
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CENTER OF SEAL
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MANHOLE
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PIPE
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1/2" TRENCH
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1/2" TRENCH
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1/2" TRENCH
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1/2" TRENCH
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PIPE
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I.D. PIPE
AutoCAD SHX Text NOTES: 1. SEALS SHALL BE PLACED 10 FT. SEALS SHALL BE PLACED 10 FT. UPSTREAM AND DOWNSTREAM FROM EACH MANHOLE. 2. THE CONTRACTOR SHALL COMPACT THE CONTRACTOR SHALL COMPACT S4C MATERIAL BY PONDING AND DRAINING. UPON DRAINING, A VIBRATORY MACHINE SHALL BE USED UNTIL NO VISIBLE EVIDENCE OF FURTHER CONSOLIDATION EXISTS. 3. SEALS SHALL NOT BE PAID FOR SEALS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO CRUSHED ROCK CRADLE.
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SEWER LINE SEAL AT MANHOLE
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EXISTING OR FINISHED GROUND
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DETAIL FOR CITY ROADWAY
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KAKAINA & KUMUHAU SUBDIVISION
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SEWER REPAIRS
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WAIMANALO, HAWAII 96795
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AutoCAD SHX Text MANAGER AND CHIEF ENGINEER, BWS DATE DATE (FOR WORK AFFECTING BWS FACILITIES IN CITY/STATE R/W AND BWS EASEMENTS ONLY)
AutoCAD SHX Text WATER NOTES (CONT.): ATER NOTES (CONT.): 10. AT UTILITY CROSSINGS WHERE PROPER COMPACTION UNDER A WATER MAIN IS DIFFICULT TO AT UTILITY CROSSINGS WHERE PROPER COMPACTION UNDER A WATER MAIN IS DIFFICULT TO ACHIEVE, CLSM SHALL BE INSTALLED IN PLACE OF BACKFILL MATERIAL AND PIPE CUSHION MATERIAL. CLSM MIXTURE TO BE FURNISHED SHALL BE IN ACCORDANCE WITH DIVISION 200 - MATERIALS, SECTION 209.06 CONTROLLED LOW STRENGTH MATERIAL (CLSM) OF THE WATER SYSTEM STANDARDS AS AMENDED. 11. THE CONTRACTOR SHALL NOTIFY CAPITAL PROJECTS DIVISION, CONSTRUCTION SECTION IN THE CONTRACTOR SHALL NOTIFY CAPITAL PROJECTS DIVISION, CONSTRUCTION SECTION IN WRITING ONE WEEK PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
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CHIEF, WASTEWATER BRANCH, DPP DATE DATE (FOR CONFORMANCE TO CITY STANDARDS ONLY)
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APPROVED:
AutoCAD SHX Text CHIEF, CIVIL ENGINEERING BRANCH DATE DATE DEPARTMENT OF PLANNING AND PERMITTING (FOR CONSTRUCTION WITHIN CITY MAINTAINED ROW ONLY)
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DPP COMMENTS
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DPP COMMENTS
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DPP COMMENTS
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HONOLULU, HI 96813
Tel: 808-533-2092
HAWAII
ENGINEERING
GROUP, Inc.
Exp. Date: 4-30-26
H A
W A I I , U
S
A
LICENSED
PROFESSIONAL
ENGINEER
14472-C
G R
E G
O R Y D . S A N T O R
O
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KALANIANAOLE HIGHWAY
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HUMUPAA STREET
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POALIMA STREET
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PUHA STREET
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KAKAINA STREET
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KALANIANAOLE HIGHWAY
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KUMUHAU STREET
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FLAMINGO STREET
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KAKAINA SUBDIVISION
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DEPARTMENT OF HAWAIIAN HOME LANDS
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PUHA STREET, WAIMANALO, HAWAII 96795
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REVISIONS
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FILE
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GS
AutoCAD SHX Text 6/9/2023
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DATE:
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DESIGNED BY:
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JOB NO.
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KUMUHAU STREET
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KUMUHAU SUBDIVISION SEE SHEET C006 & COO7 FOR SEWER REPAIRS
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KAKAINA SUBDIVISION SEE SHEET C003 FOR SEWER REPAIR
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KAKAINA & KUMUHAU SUBDIVISION
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SEWER REPAIRS
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WAIMANALO, HAWAII 96795
T.M.K.: (1) 4-1-040:053, 54 & 55, (1) 4-1-041:048
D1
D18
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Civil & Structural Engineers
1088 BISHOP STREET #2506
HONOLULU, HI 96813
Tel: 808-533-2092
HAWAII
ENGINEERING
GROUP, Inc.
Exp. Date: 4-30-26
H A
W A I I , U
S
A
LICENSED
PROFESSIONAL
ENGINEER
14472-C
G R
E G
O R Y D . S A N T O R
O
S8
W8
S8
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33.47 TOP
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EX. SMH #4138901
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25.81 INV.8" (NEW)
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CONNECT EX. S6 LATERAL TO NEW S8 SEWER MAIN
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CONNECT EX. S6 LATERAL TO NEW S8 SEWER MAIN
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NEW S8 SEWER MAIN PVC C-900 82.30 LF @ 0.46% (TO REPLACE EX. S8 PVC SEWER MAIN)
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DATE
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DEPARTMENT OF HAWAIIAN HOME LANDS
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PUHA STREET, WAIMANALO, HAWAII 96795
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REVISIONS
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DRAWER
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AutoCAD SHX Text 6/9/2023
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DESIGNED BY:
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JOB NO.
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SEWER PLAN AND PROFILE
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SEWER PLAN
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NORTH
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PUHA STREET (DHHL - CITY MAINTAINED)
AutoCAD SHX Text LEGEND: PROPERTY/ROW LINE EX. 8-IN. SEWER MAIN (PVC) NEW 8-IN. SEWER MAIN (PVC-C-900) EXISTING 1-FT & 1/2-FT CONTOURS EX. 8-IN. WATER MAIN EX. STORM DRAIN SEWER LATERAL LOT NUMBER DRAINAGE FLOW LIMITS OF AC PAVEMENT RESTORATION
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EX. S6 LATERAL
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CONNECT EX. S6 LATERALS TO NEW S8 SEWER MAIN
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RIGHT OF WAY
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LIMITS OF AC PAVEMENT RESTORATION, SEE DETAIL 1/C001
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AutoCAD SHX Text 4-1-041:048
AutoCAD SHX Text
EX. FIRE HYDRANT #3306
AutoCAD SHX Text 4-1-041:039
AutoCAD SHX Text
DPP COMMENTS
AutoCAD SHX Text
AutoCAD SHX Text 12/20/23
AutoCAD SHX Text
GS
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALES:
AutoCAD SHX Text
CHIEF, WASTEWATER BRANCH, DPP DATE DATE (FOR CONFORMANCE TO CITY STANDARDS ONLY)
AutoCAD SHX Text CHIEF, CIVIL ENGINEERING BRANCH DATE DATE DEPARTMENT OF PLANNING AND PERMITTING (FOR CONSTRUCTION WITHIN CITY MAINTAINED ROW ONLY)
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
NEW 8" SAN - 82.30 LF @ 0.46% (TO REPLACE EX. 8" SEWER MAIN IN SAME LOCATION)
AutoCAD SHX Text
4' MIN. WIDTH
AutoCAD SHX Text
DPP COMMENTS
AutoCAD SHX Text
AutoCAD SHX Text 04/12/24
AutoCAD SHX Text
GS
AutoCAD SHX Text
DPP COMMENTS
AutoCAD SHX Text
AutoCAD SHX Text 04/18/24
AutoCAD SHX Text
GS
AutoCAD SHX Text
EX. NO PARKING SYMBOL SIGN AND POST
AutoCAD SHX Text
CHIEF, TRAFFIC REVIEW BRANCH DATE DATE DEPARTMENT OF PLANNING AND PERMITTING
AutoCAD SHX Text
AutoCAD SHX Text
TRB COMMENTS
AutoCAD SHX Text 05/09/24
D1
D18
D18
D18
D18
D24
W8
SF6
W S
W S
W S
W S
W S
W S
S8 S8 S8
S8 S8
S8
S8
S8
S8
S8
S8
Civil & Structural Engineers
1088 BISHOP STREET #2506
HONOLULU, HI 96813
Tel: 808-533-2092
HAWAII
ENGINEERING
GROUP, Inc.
Exp. Date: 4-30-26
H A
W A I I , U
S
A
LICENSED
PROFESSIONAL
ENGINEER
14472-C
G R
E G
O R Y D . S A N T O R
O
S8
W8
S8
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 2+00
AutoCAD SHX Text
NEW 8" SAN - 82.30 LF @ 0.46%%%
AutoCAD SHX Text
WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text S8
AutoCAD SHX Text
HUMUPAA STREET
AutoCAD SHX Text
HUMUKA LOOP
AutoCAD SHX Text
HUMUNIKI STREET
AutoCAD SHX Text
KUMUNIU STREET
AutoCAD SHX Text
KUMUNIU PL
AutoCAD SHX Text
HUMUNIKI STREET
AutoCAD SHX Text
KAHAWAI STREAM
AutoCAD SHX Text
MEKIA STREET
AutoCAD SHX Text
MEKIA STREET
AutoCAD SHX Text
POALIMA STREET
AutoCAD SHX Text
PUHA STREET
AutoCAD SHX Text
KAKAINA STREET
AutoCAD SHX Text
KAKAINA STREET
AutoCAD SHX Text
KALANIANAOLE HIGHWAY
AutoCAD SHX Text
KUMUHAU STREET
AutoCAD SHX Text
KUMUNIU STREET
AutoCAD SHX Text
KAKAINA STREET
AutoCAD SHX Text
HIHIMANU STREET
AutoCAD SHX Text
POALIMA STREET
AutoCAD SHX Text
KAULUKANU STREET
AutoCAD SHX Text
AutoCAD SHX Text C004
AutoCAD SHX Text
SITE EROSION AND SEDIMENT CONTROL PLAN
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
GRAPHIC SCALE:
AutoCAD SHX Text
AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text 30'
AutoCAD SHX Text Scale: 1"=10'
AutoCAD SHX Text 20'
AutoCAD SHX Text 2'
AutoCAD SHX Text
KAKAINA SUBDIVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
SEWER REPAIRS
AutoCAD SHX Text
DEPARTMENT OF HAWAIIAN HOME LANDS
AutoCAD SHX Text
PUHA STREET, WAIMANALO, HAWAII 96795
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text T.M.K.: (1) 4-1-041:048
AutoCAD SHX Text
DRAWER
AutoCAD SHX Text
FILE
AutoCAD SHX Text
FOLDER
AutoCAD SHX Text
GS
AutoCAD SHX Text 6/9/2023
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHTS
AutoCAD SHX Text
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SUPV:
AutoCAD SHX Text
DL
AutoCAD SHX Text
GS
AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION
AutoCAD SHX Text 23-011
AutoCAD SHX Text
REVISION NO.
AutoCAD SHX Text
SITE EROSION AND SEDIMENT CONTROL PLAN
AutoCAD SHX Text C004
AutoCAD SHX Text
AutoCAD SHX Text 4-1-041:042
AutoCAD SHX Text
SEDIMENT FILTER FOR CATCH BASIN, SEE DETAIL 1/C010
AutoCAD SHX Text
SEDIMENT FILTER FOR CATCH BASIN, SEE DETAIL 1/C010
AutoCAD SHX Text
SEDIMENT FILTER FOR CATCH BASIN, SEE DETAIL 1/C010
AutoCAD SHX Text
SEDIMENT FILTER FOR CATCH BASIN, SEE DETAIL 1/C010
AutoCAD SHX Text
EX. SMH #4138901
AutoCAD SHX Text
EX. SMH #4138899
AutoCAD SHX Text
PUHA STREET (DHHL - CITY MAINTAINED)
AutoCAD SHX Text LEGEND: PROPERTY/ROW LINE EX. 8-IN. SEWER MAIN (PVC) NEW 8-IN. SEWER MAIN (PVC-C-900) EXISTING 1-FT & 1/2-FT CONTOURS EX. 8-IN. WATER MAIN EX. STORM DRAIN SEWER LATERAL LOT NUMBER DRAINAGE FLOW
AutoCAD SHX Text
AutoCAD SHX Text 4-1-041:041
AutoCAD SHX Text 4-1-041:040
AutoCAD SHX Text 4-1-041:039
AutoCAD SHX Text 4-1-041:043
AutoCAD SHX Text 4-1-041:009
AutoCAD SHX Text 4-1-041:008
AutoCAD SHX Text 4-1-041:007
AutoCAD SHX Text 4-1-041:006
AutoCAD SHX Text 4-1-041:005
AutoCAD SHX Text 4-1-041:004
AutoCAD SHX Text 4-1-041:002
AutoCAD SHX Text NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (ESCP) NOTES ON SHEET C010. SEE EROSION AND SEDIMENT CONTROL PLAN (ESCP) NOTES ON SHEET C010. 2. THE ESCP CATEGORY FOR THIS PLAN IS TRENCHING PROJECT.THE ESCP CATEGORY FOR THIS PLAN IS TRENCHING PROJECT.
AutoCAD SHX Text
AREA OF WORK
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
DPP COMMENTS
AutoCAD SHX Text
AutoCAD SHX Text 04/12/24
AutoCAD SHX Text
GS
AutoCAD SHX Text
DPP COMMENTS
AutoCAD SHX Text
AutoCAD SHX Text 04/18/24
HONOLULU, HI 96813
Tel: 808-533-2092
HAWAII
ENGINEERING
GROUP, Inc.
Exp. Date: 4-30-26
H A
W A I I , U
S
A
LICENSED
PROFESSIONAL
ENGINEER
14472-C
G R
E G
O R Y D . S A N T O R
O
ONE LANE
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
END
ROAD WORK
END
ROAD WORK
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ON PUHA ST
ON PUHA ST
ROAD
WORK
AHEAD
ON PUHA ST
ON PUHA ST
ONE LANE
ROAD
AHEAD
ON PUHA ST
AutoCAD SHX Text
AutoCAD SHX Text C005
AutoCAD SHX Text
TRAFFIC CONTROL PLAN
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
GRAPHIC SCALE:
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 90'
AutoCAD SHX Text Scale: 1"=30'
AutoCAD SHX Text 60'
AutoCAD SHX Text
AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text
KAKAINA SUBDIVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
SEWER REPAIRS
AutoCAD SHX Text
DEPARTMENT OF HAWAIIAN HOME LANDS
AutoCAD SHX Text
PUHA STREET, WAIMANALO, HAWAII 96795
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text T.M.K.: (1) 4-1-041:048
AutoCAD SHX Text
DRAWER
AutoCAD SHX Text
FILE
AutoCAD SHX Text
FOLDER
AutoCAD SHX Text
GS
AutoCAD SHX Text 6/9/2023
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHTS
AutoCAD SHX Text
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SUPV:
AutoCAD SHX Text
DL
AutoCAD SHX Text
GS
AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION
AutoCAD SHX Text 23-011
AutoCAD SHX Text
REVISION NO.
AutoCAD SHX Text
TRAFFIC CONTROL PLAN AND NOTES
AutoCAD SHX Text C005
AutoCAD SHX Text
AutoCAD SHX Text TRAFFIC CONTROL LEGEND: DIRECTION OF TRAFFIC TRAFFIC SIGN CONE POLICE OFFICER WORK AREA
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text W20-7
AutoCAD SHX Text W20-4
AutoCAD SHX Text W20-7
AutoCAD SHX Text
PUHA STREET (DHHL - CITY MAINTAINED)
AutoCAD SHX Text
OF ROAD
AutoCAD SHX Text
CONE, TYP
AutoCAD SHX Text
HIHIMANU STREET (CITY MAINTAINED)
AutoCAD SHX Text W20-4
AutoCAD SHX Text W20-1 48"x48"
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHIEF, TRAFFIC REVIEW BRANCH DATE DATE DEPARTMENT OF PLANNING AND PERMITTING
AutoCAD SHX Text
50' TAPER
AutoCAD SHX Text
50' TAPER
AutoCAD SHX Text
55' BUFFER
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
KAULUKANU STREET (CITY MAINTAINED)
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text CG20-2 48"x24"
AutoCAD SHX Text
POLICE OFFICER
AutoCAD SHX Text CG20-2 48"x24"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text
POLICE OFFICER
AutoCAD SHX Text
AutoCAD SHX Text
TRB COMMENTS
AutoCAD SHX Text 05/09/24
AutoCAD SHX Text
GS
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text W20-1 48"x48"
AutoCAD SHX Text W20-1 48"x48"
AutoCAD SHX Text W20-1 48"x48"
AutoCAD SHX Text 100'-0"
AutoCAD SHX Text 100'
AutoCAD SHX Text W20-4
AutoCAD SHX Text 100'
AutoCAD SHX Text
DEPARTMENT OF HAWAIIAN HOME LANDS
100'
S
W S
W
SW
S
W8
D24
D24 D18 D18
D18 D24
D1
D24 D30
D2
S8 S8 S8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8
D2
D2
S1
S1
S1
W
W
D1
D2
3 41 42 43 44 4 4
4 4 44 43 42 41
W
W
S1
S1
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W
S WSW
SWS40
W S
W S
W S
W S
W S
W
SS8 S8 S8S8 S8 S8
W S
Civil & Structural Engineers
1088 BISHOP STREET #2506
HONOLULU, HI 96813
Tel: 808-533-2092
HAWAII
ENGINEERING
GROUP, Inc.
Exp. Date: 4-30-26
H A
W A I I , U
S
A
LICENSED
PROFESSIONAL
ENGINEER
14472-C
G R
E G
O R Y D . S A N T O R
O
S8
W8
D18
S8
AutoCAD SHX Text 1+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 5+00
AutoCAD SHX Text 6+00
AutoCAD SHX Text 7+00
AutoCAD SHX Text 8+00
AutoCAD SHX Text 9+00
AutoCAD SHX Text 4-1-040:036
AutoCAD SHX Text 4-1-040:037
AutoCAD SHX Text 4-1-040:021
AutoCAD SHX Text 4-1-040:020
AutoCAD SHX Text 4-1-040:025
AutoCAD SHX Text 4-1-040:038
AutoCAD SHX Text 4-1-040:039
AutoCAD SHX Text 4-1-040:040
AutoCAD SHX Text 4-1-040:041
AutoCAD SHX Text 4-1-040:042
AutoCAD SHX Text 4-1-040:043
AutoCAD SHX Text 4-1-040:044
AutoCAD SHX Text 4-1-040:045
AutoCAD SHX Text 4-1-040:046
AutoCAD SHX Text 4-1-040:047
AutoCAD SHX Text 4-1-040:048
AutoCAD SHX Text 4-1-040:049
AutoCAD SHX Text 4-1-040:050
AutoCAD SHX Text 4-1-040:051
AutoCAD SHX Text 4-1-040:052
AutoCAD SHX Text 4-1-040:018
AutoCAD SHX Text 4-1-040:017
AutoCAD SHX Text 4-1-040:014
AutoCAD SHX Text 4-1-040:013
AutoCAD SHX Text 4-1-040:012
AutoCAD SHX Text 4-1-040:011
AutoCAD SHX Text 4-1-040:010
AutoCAD SHX Text 4-1-040:009
AutoCAD SHX Text 4-1-040:008
AutoCAD SHX Text 4-1-040:007
AutoCAD SHX Text 4-1-040:006
AutoCAD SHX Text 4-1-040:005
AutoCAD SHX Text 4-1-040:004
AutoCAD SHX Text 4-1-040:003
AutoCAD SHX Text 4-1-040:002
AutoCAD SHX Text 4-1-040:001
AutoCAD SHX Text 4-1-040:019
AutoCAD SHX Text 4-1-040:016
AutoCAD SHX Text 4-1-040:015
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
(2) WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text
WM
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text NEW S12 SEWER MAIN (PVC C-900) 292.50 LF @ 0.50% TO REPLACE EX. S12 SEWER MAIN (VCP) IN SAME LOCATION
AutoCAD SHX Text 10+36.20
AutoCAD SHX Text 10+50
AutoCAD SHX Text 10+25
AutoCAD SHX Text 10+00
AutoCAD SHX Text 9+75
AutoCAD SHX Text 9+50
AutoCAD SHX Text 9+25
AutoCAD SHX Text 9+00
AutoCAD SHX Text 8+75
AutoCAD SHX Text 8+50
AutoCAD SHX Text 8+25
AutoCAD SHX Text 8+00
AutoCAD SHX Text 7+75
AutoCAD SHX Text 7+50
AutoCAD SHX Text 7+25
AutoCAD SHX Text
AutoCAD SHX Text
32.75 TOP
AutoCAD SHX Text
EX. SMH #86762
AutoCAD SHX Text
25.68 INV.12" (NEW)
AutoCAD SHX Text
25.68 INV.12" (EX)
AutoCAD SHX Text
40.12 TOP
AutoCAD SHX Text
EX. SMH #4074768
AutoCAD SHX Text
27.13 INV.12" (NEW)
AutoCAD SHX Text
27.13 INV.12" (EX)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
EX. D24
AutoCAD SHX Text 4+00
AutoCAD SHX Text 4+25
AutoCAD SHX Text 4+50
AutoCAD SHX Text 4+75
AutoCAD SHX Text 5+00
AutoCAD SHX Text 5+25
AutoCAD SHX Text 5+50
AutoCAD SHX Text 5+75
AutoCAD SHX Text 6+00
AutoCAD SHX Text 6+25
AutoCAD SHX Text 6+50
AutoCAD SHX Text 6+75
AutoCAD SHX Text 7+00
AutoCAD SHX Text 4+11.98
AutoCAD SHX Text 7+16.83
AutoCAD SHX Text 7+25
AutoCAD SHX Text 3+00
AutoCAD SHX Text 2+75
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2+89.83
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
47.00 TOP
AutoCAD SHX Text
EX. SMH #4074772
AutoCAD SHX Text
37.00 INV.8" (EX)
AutoCAD SHX Text
45.55 TOP
AutoCAD SHX Text
EX. SMH #4074792
AutoCAD SHX Text
37.87 INV.8" (NEW)
AutoCAD SHX Text
37.87 INV.8" (EX)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. S6 SEWER LATERAL
AutoCAD SHX Text
EX. S6 SEWER LATERAL
AutoCAD SHX Text
EX. S6 SEWER LATERAL
AutoCAD SHX Text
EX. S6 SEWER LATERAL
AutoCAD SHX Text
EX. S6 SEWER LATERAL
AutoCAD SHX Text
EX. S6 SEWER LATERAL
AutoCAD SHX Text
EX. S6 SEWER LATERAL
AutoCAD SHX Text
42.50 TOP
AutoCAD SHX Text
EX. SMH #4074790
AutoCAD SHX Text
34.32 INV.8" (NEW)
AutoCAD SHX Text
34.32 INV.8" (EX)
AutoCAD SHX Text
EX. S6 LATERAL
AutoCAD SHX Text
EX. S6 LATERAL
AutoCAD SHX Text
EX. S6 LATERAL
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
EX. S6 LATERAL
AutoCAD SHX Text
EX. S6 LATERAL
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text NEW S8 SEWER MAIN (PVC C-900) 309.10 LF @ 1.15% TO REPLACE EX. S8 SEWER MAIN (VCP) IN SAME LOCATION
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
EX. D18
AutoCAD SHX Text
EX. D18
AutoCAD SHX Text
EX. WS LATERAL
AutoCAD SHX Text
EX. WS LATERAL
AutoCAD SHX…
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