Drawings 901CM3043A RNC Site Improvement at Pump Stations.pdf
PDF 8 MB Posted
- Solicitation number
- 36C78624B0002
About this file
This document package includes construction drawings and specifications for site improvement work at two pump stations located at Riverside National Cemetery. The scope of work involves constructing retaining walls, regrading areas, and raising existing high voltage vaults at the two pump station sites. Additional details include installing precast vault and manhole extensions, excavating and replacing asphalt and gravel areas. The related federal contract opportunity is solicitation number 36C78624B0002 for the site improvement project numbered 901CM3043A at Riverside National Cemetery. The soliciting agency is the Department of Veterans Affairs National Cemetery Administration. The document provides relevant project details for interested contractors to respond to the opportunity by the specified due date.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C78624B0002 0001.docx | DOCX document | |
| IFB Lump Sum Division Spreadsheet_RNC Site Improvements.xlsx | XLSX spreadsheet | |
| SOW_901CM3043A RNC Site Improvement at Pump Stations.pdf | ||
| Wage Determination.txt | TXT text file | |
| 36C78624B0002.docx | DOCX document | |
| Specs 901CM3043A RNC Site Improvement at Pump Stations.pdf |
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Text version
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
VA FORM 08 - 6231
G-01
RIVERSIDE, CALIFORNIA
SEP, 2023 HK HK Dwg. of 3
Office of Design and Construction
Service
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
SITE IMPROVEMENT AT
PUMP STATIONS
901CM3043A
BID DOCUMENTS
SITE IMPROVEMENT
AT PUMP STATIONS
PROJECT NUMBER: 901CM3043A
BID DOCUMENTS
DEPARTMENT OF
VETERANS AFFAIRS
COVER SHEET
DRAWING INDEX
1. G-01 COVER SHEET
2. G-02 PUMP STATION A, DETAILS
3. G-03 PUMP STATION B AND DETAILS
NO. DRAWING DRAWING TITLE
NATIONAL CEMETERY ADMINISTRATION
DESIGN & CONSTRUCTION SERVICE (43B)
RIVERSIDE NATIONAL CEMETERY
22495 VAN BUREN BLVD, RIVERSIDE, CA, 92518
AutoCAD SHX Text
PREPARED BY
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LOCATION MAP
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VICINITY MAP
AutoCAD SHX Text
PROJECT LOCATION
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PROJECT LOCATION
AutoCAD SHX Text CONSTRUCTION NOTES: 1. THE CONTRACTING OFFICER'S REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE THE CONTRACTING OFFICER'S REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED. 2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE NEW YORK DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE. 3. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES. 6. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 7. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION SHALL BE CARRIED OUT BY A THIRD PARTY ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION SHALL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR. 8. THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. 10. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING EQUIPMENT AND SHALL REPLACE AT THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING EQUIPMENT AND SHALL REPLACE AT CONTRACTOR EXPENSES.
AutoCAD SHX Text GENERAL NOTES: 1. THE PROPOSED IMPROVEMENTS FOR PUMP STATIONS AT RIVERSIDE NATIONAL CEMETERY INCLUDE, BUT ARE THE PROPOSED IMPROVEMENTS FOR PUMP STATIONS AT RIVERSIDE NATIONAL CEMETERY INCLUDE, BUT ARE NOT LIMITED TO THE CONSTRUCTION OF RETAINING WALL, RE-GRADING, RISE TOP OF EXISTING HIGH THE CONSTRUCTION OF RETAINING WALL, RE-GRADING, RISE TOP OF EXISTING HIGH THE CONSTRUCTION OF RETAINING WALL, RE-GRADING, RISE TOP OF EXISTING HIGH VOLTAGE VAULTS. THE PROJECT IS LOCATED IN RIVERSIDE, CALIFORNIA. THE PROJECT IS LOCATED IN RIVERSIDE, CALIFORNIA. 2. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. 3. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED. 4. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. 5. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.
EXISTING RETAINING WALL
MAIN SWITCH
GEAR PANEL
M O
TO
R
C O
N
TR
O L
BR
EA
KE
R
P
AN
EL
SC
E
FE
ED
ER
EXISTING
RETAINING
WALL
FE
N
C E
LI
N
E
FE
N
C E
LI
N
E
TRANSFORMER
500 GAL
FENCE LINE
FENCE LINE
MANHOLE
ACID TANK
500 GAL
FERTILIZER TANK
MANHOLE
EX
IS
TI
N
G R
ET
AI
N
IN
G W
AL
L
EX
IS
TI
N
G R
ET
AI
N
IN
G W
AL
L
EX
IS
TI
N
G
EL
EV
AT
ED
D
R
AI
N P
IP
E
NEW RETAINING
WALL, SEE DETAIL 2
NEW RETAINING
WALL, SEE DETAIL 3
16"L. X 12"D. X 6"H. INTERLOCKING
SOLID BLOCK, LANDSCAPE BLOCK
ADHESIVE PER MANUFACTURER
RECOMMENDATION
14"D. X 3"H. CAP, LANDSCAPE
BLOCK ADHESIVE PER
MANUFACTURER
RECOMMENDATION
FILTER FABRIC
SOIL
EXISTING EARTH
4" GRAVEL
EXISTING
CONCRETE
SLAB
4" TO 1 1 34" GRAVEL
WELL COMPACTED BASE
COURSE
16"L. X 12"D. X 6"H. INTERLOCKING
SOLID BLOCK, LANDSCAPE BLOCK
ADHESIVE PER MANUFACTURER
RECOMMENDATION
14"D. X 3"H. CAP, LANDSCAPE BLOCK
ADHESIVE PER MANUFACTURER
RECOMMENDATION
FILTER FABRIC
SOIL
EXISTING
CONCRETE
SLAB
EXISTING EARTH
4" GRAVEL
4" TO 1 1 34" GRAVEL
WELL COMPACTED BASE
COURSE
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
VA FORM 08 - 6231
G-02
RIVERSIDE, CALIFORNIA
SEP, 2023 HK HK Dwg. of 3
Office of Design and Construction
Service
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
SITE IMPROVEMENT AT
PUMP STATIONS
901CM3043A
BID DOCUMENTSPUMP STATION A & DETAILS
1 PUMP STATION A - EXISTING PLAN/PROPOSED WALL
N.T.S.
2 WALL DETAIL
SCALE 3/4"=1' 3 WALL DETAIL
SCALE 3/4"=1'
4 EXISTING VAULT
N.T.S. 5 PRECAST VAULT/MANHOLE EXTENSION
N.T.S.
MOTOR CONTROL
BREAKER PANEL
TRANSFORMER
500 GAL
FERTILIZER TANK
500 GAL
ACID TANK
4"Ø
4"Ø
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
VA FORM 08 - 6231
G-03
RIVERSIDE, CALIFORNIA
SEP, 2023 HK HK Dwg. 3 of 3
Office of Design and Construction
Service
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS
SITE IMPROVEMENT AT
PUMP STATIONS
901CM3043A
BID DOCUMENTSPUMP STATION B & DETAILS
1 PUMP STATION B - EXISTING PLAN/PROPOSED WALL
N.T.S.
2 EXISTING SITE CONDITION
N.T.S. 3 EXISTING SITE CONDITION
N.T.S.
4 EXISTING SITE CONDITION
N.T.S. 5 EXISTING SITE CONDITION
N.T.S.
GRADING AREA - EXCAVATE/DISPOSE EXISTING BROKEN
ASPHALT AREA T ABOUT 6" DEEP, INSTALL FILTER FABRIC,
INSTALL 6" GRAVEL (34" TO 1 34"), AREA IS APPROX. 2000SF.
| 901CM3043A RNC Site Improvement at Pump Stations-G-01 |
| Sheets and Views |
| G-01 |
| 901CM3043A RNC Site Improvement at Pump Stations-G-02 |
| Sheets and Views |
| G-02 |
| 901CM3043A RNC Site Improvement at Pump Stations-G-03 |
| Sheets and Views |
| G-03 |
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