36C78620R0020-003.pdf
PDF Posted
- Solicitation number
- 36C78620R0020
About this file
This document outlines a federal contract opportunity for berm restoration at the Bakersfield National Cemetery in Arvin, California. The Department of Veterans Affairs National Cemetery Administration intends to issue a Request for Proposal for the installation of administrative and restroom buildings as well as berm restoration. The solicitation is expected to be posted on May 11, 2019 on FedBizOpps with a statement of work unless otherwise amended or cancelled. The contract value is estimated between $100,000 and $250,000 under NAICS code 238190. The solicitation will utilize a tiered evaluation method, giving priority to service-disabled veteran-owned small businesses, veteran-owned small businesses, HUBZone small businesses, 8(a) participants, and then large businesses if necessary. Firms must be registered in the System for Award Management and VetBiz databases. The point of contact is listed for any questions.
36C78620R0020 BNC_929-MM-19-007_Berm Restoration Plans-ATT A_Draft_6.27.19.pdf
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Other files
| File | Type | Posted |
|---|---|---|
| 36C78620R0020-0001000.docx | DOCX document | |
| 36C78620R0020-0001001.docx | DOCX document | |
| 36C78620R0020-001.docx | DOCX document | |
| 36C78620R0020-002.docx | DOCX document | |
| 36C78620R0020-005.txt | TXT text file | |
| 36C78620R0020-004.pdf |
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BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
T-1
TITLE SHEET
DEPARTMENT OF VETERANS AFFAIRS
NATIONAL CEMETERY ADMINISTRATION
BAKERSFIELD
NATIONAL CEMETERY
B-1001 BERM RESTORATION PROJECT
PROJECT NO. 929-MM-19-007
30338 EAST BEAR MOUNTAIN BOULEVARD
ARVIN, CALIFORNIA 93203
VICINITY MAP WORK AREA
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EMETERY
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DMINISTRATION
AutoCAD SHX Text Approved: Director, Office of Construction Management
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929-MM-19-007
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JUNE 27, 2019
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INDEX OF SHEETS
AutoCAD SHX Text 1 T-1 TITLE SHEET T-1 TITLE SHEET TITLE SHEET 2 L-01 DEMOLITION PLAN L-01 DEMOLITION PLAN DEMOLITION PLAN 3 L-02 CONSTRUCTION PLAN L-02 CONSTRUCTION PLAN CONSTRUCTION PLAN 4 L-03 GRADING & DRAINAGE PLAN L-03 GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN 5 L-04 WALL DETAILS, SECTIONS & ELEVATIONS L-04 WALL DETAILS, SECTIONS & ELEVATIONS WALL DETAILS, SECTIONS & ELEVATIONS 6 L-05 SOIL STABILIZATION SYSTEM DETAILS L-05 SOIL STABILIZATION SYSTEM DETAILS SOIL STABILIZATION SYSTEM DETAILS 7 L-06 PLANTING PLAN L-06 PLANTING PLAN PLANTING PLAN 8 L-07 IRRIGATION PLAN L-07 IRRIGATION PLAN IRRIGATION PLAN 9 L-08 PLANTING & IRRIGATION DETAILS L-08 PLANTING & IRRIGATION DETAILS PLANTING & IRRIGATION DETAILS
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ADMINSTRATION BUILDING 1001
BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
DEMOLITION PLAN
L-01
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REMOVE EXISTING MODULAR RETAINING WALL SYSTEM
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AutoCAD SHX Text REMOVE AND REINSTALL EXISTING DECORATIVE ROCK- STOCKPILE IN LOCATION AS DIRECTED BY THE COR.
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EMETERY
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DMINISTRATION
AutoCAD SHX Text Approved: Director, Office of Construction Management
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1. REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM CIP CONCRETE WALL, (APPROX. 12 IN. WIDE X 82 FT LONG). DO NOT REMOVE DRAINAGE MAT U.N.O. 2. REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM CIP CONCRETE WALL, (APPROX. 12 IN. WIDE X 82 FT LONG). DO NOT REMOVE DRAINAGE MAT U.N.O 3. REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM CIP CONCRETE WALL, (APPROX. 12 IN. WIDE X 43 FT LONG). DO NOT REMOVE DRAINAGE MAT U.N.O 4. REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM REMOVE EXPOSED WATER-PROOFING MEMBRANE FROM CIP CONCRETE WALL, (APPROX. 12 IN. WIDE X 16 FT LONG). DO NOT REMOVE DRAINAGE MAT U.N.O 5. CUT AWAY EXPOSED DRAINAGE MAT TO 2" ABOVE CUT AWAY EXPOSED DRAINAGE MAT TO 2" ABOVE FINISHED GRADE. REMOVE WATER-PROOFING MEMBRANE. DO NOT REMOVE DRAINAGE MAT U.N.O
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH DEMOLITION AS SHOWN WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR OBJECTS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS AND/OR OBJECTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL EXISTING IMPROVEMENTS, MATERIALS AND ALL EXISTING IMPROVEMENTS, MATERIALS AND PLANT MATERIALS TO REMAIN SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM DAMAGE DURING DEMOLITION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE OR RESTORE TO THE ORIGINAL CONDITION ANY OF THESE EXISTING ITEMS THAT ARE DAMAGED OR DISTURBED IN ANY WAY. ALL MATERIALS TO BE REUSED OR SALVAGED SHALL BE STORED IN AN AREA DESIGNATED BY THE COR FOR THAT PURPOSE. ALL SALVAGED MATERIALS SHALL REMAIN PROPERTY OF THE GOVERNMENT. 3. ALL MATERIALS SPECIFIED TO BE REMOVED SHALL ALL MATERIALS SPECIFIED TO BE REMOVED SHALL BE DISPOSED OF OFF-SITE PER LOCAL CODES AND REGULATIONS. CONTRACTOR SHALL COORDINATE METHOD OF DISPOSAL WITH COR PRIOR TO COMMENCEMENT OF WORK. 4. DURING DEMOLITION OPERATIONS, EVERY EFFORT DURING DEMOLITION OPERATIONS, EVERY EFFORT SHALL BE MADE TO CONTROL DUST AND NOISE PER COUNTY AND VA REQUIREMENTS. 5. REMOVE AND REINSTALL DECORATIVE ROCK AS REMOVE AND REINSTALL DECORATIVE ROCK AS SHOWN ON THE DRAWINGS, AND TO RESTORE ORIGINAL CONDITIONS AS DIRECTED BY THE COR. 6. EXISTING TREES TO REMAIN SHALL BE PROTECTED EXISTING TREES TO REMAIN SHALL BE PROTECTED AS APPROVED BY THE COR. 7. RE-ROUTE EXISTING IRRIGATION LINES AS RE-ROUTE EXISTING IRRIGATION LINES AS NECESSARY TO MAINTAIN IRRIGATION TO EXISTING PLANT MATERIAL.
BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
CONSTRUCTION PLAN
L-02
KEYED NOTES
GENERAL NOTES
CMU WALL DATA
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ATIONAL
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EMETERY
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1. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 2. THE LOCATION OF FEATURES TO BE THE LOCATION OF FEATURES TO BE CONSTRUCTED NOT SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN FIELD, CONTACT COR FOR RESOLUTION. 3. ALL DIMENSIONS ARE FROM OUTSIDE FACE OF ALL DIMENSIONS ARE FROM OUTSIDE FACE OF PAVING, WALLS, ETC., UNLESS OTHERWISE NOTED ON PLANS. 4. CONTRACTOR SHALL PROVIDE WALL MOCKUP CONTRACTOR SHALL PROVIDE WALL MOCKUP WITH ALL JOINTS IN PLACE. MOCKUP SHALL BE APPROVED BY THE COR PRIOR TO CONSTRUCTION. 5. CONSTRUCT CMU WALLS USING ONLY FULL OR CONSTRUCT CMU WALLS USING ONLY FULL OR HALF UNITS. BEGIN AND TERMINATE WALLS ON A FULL-UNIT OR HALF-UNIT. 6. CURVED WALLS SHALL HAVE SMOOTH CURVED WALLS SHALL HAVE SMOOTH CONTINUOUS CURVES AS INDICATED ON PLANS. 7. ALIGN CMU WALLS WITH EXISTING PAVING. ALIGN CMU WALLS WITH EXISTING PAVING. MAINTAIN CONTINUOUS OFFSET FROM PAVEMENT. 8. PROVIDE POLYURETHANE EXPANSION JOINT PROVIDE POLYURETHANE EXPANSION JOINT FILLER WITH BACKER ROD AND 'SIKAFLEX' SEALANT WHERE WALLS ABUT WITH EXISTING PAVING. SEALANT COLOR TO BE 'LIMESTONE'. 9. PRIOR TO INSTALLATION OF ANY PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN PLACE SHALL BE INSPECTED AND APPROVED BY THE COR.
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1. CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT BASE OF WALL, (APPROX. 12 IN. WIDE X 82 FT LONG). 2. CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT BASE OF WALL, (APPROX. 12 IN. WIDE X 82 FT LONG). 3. CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT BASE OF WALL, (APPROX. 12 IN. WIDE X 43 FT LONG). 4. CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT CLEAN, PREP, STAIN AND SEAL EXPOSED CONCRETE AT BASE OF WALL, (APPROX. 12 IN. WIDE X 16 FT LONG). 5. RAISE CLEAN-OUT BOXES TO FLUSH W/ FINISH GRADE RAISE CLEAN-OUT BOXES TO FLUSH W/ FINISH GRADE (TOP OF DECORATIVE ROCK MULCH), TYP. 6. ALIGN FACE OF CMU WALL WITH BACK EDGE OF ALIGN FACE OF CMU WALL WITH BACK EDGE OF CHAMFER ON CIP CONCRETE BUILDING WALL.
WALL NO 1: L = 86.67 FEET, H = VARIES 20" MIN. TO : L = ±86.67 FEET, H = VARIES ±20" MIN. TO±78". APPROX. 376 FACE SQ-FT OF DECORATIVE CMUBLOCK. WALL NO 2: L = 73.33 FEET, H = VARIES 20" MIN. TO L = ±73.33 FEET, H = VARIES ±20" MIN. TO±72". APPROX. 282 FACE SQ-FT OF DECORATIVE CMUBLOCK. WALL NO 3: L = 18.67 FEET, H = 20 INCHES. L = ±18.67 FEET, H = ±20 INCHES.APPROX. 38 FACE SQ-FT OF DECORATIVE CMU BLOCK. WALL NO 4: L = 10.67 FEET, H = 20 INCHES. : L = ±10.67 FEET, H = ±20 INCHES.APPROX. 22 FACE SQ-FT OF DECORATIVE CMU BLOCK.
FF=1942.00
FF=1942.00
BLDG 1001
GRADING PLAN
L-03
BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
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1941.84 FS/GB
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1941.88 FS/GB
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1941.95 FS/HP
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1945.0 FG
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1948.5 FG
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1945.0 FG
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1941.29 TC
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1942.00 FS
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1942.00 FS
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1941.77 FS
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1941.54 FS
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1941.22 FS
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1941.30 FS
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1941.39 FS
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1940.43 FS
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1941.22 FS
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1940.07 FS
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1940.49 FS
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1938.89 FS
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1939.14 FS
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1940.61 FS
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1940.73 FS
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1940.45 FS
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1940.86 FS
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1940.24 FS
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1940.69 FS
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1940.93 FG
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1941.14 FS
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1940.90 FS 1942.74 FG
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1945.13 FG
AutoCAD SHX Text 1.41%
AutoCAD SHX Text 1.41%
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1940.44 FS
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1939.46 FS
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1942.8 FG
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1942.4 FG
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1941.30 FS
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2% MAX.
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AutoCAD SHX Text 1.9%
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1941.74 FS
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1942.11 FS
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1% MIN.
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1% MIN.
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1942.0 INV.
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1941.0 INV.
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1942.2 INV.
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1942.3 INV.
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1941.36 FS
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1941.5 INV.
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ATIONAL
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EMETERY
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DMINISTRATION
AutoCAD SHX Text Approved: Director, Office of Construction Management
AutoCAD SHX Text Approved: Director, Project Management Service
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929-MM-19-007
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JUNE 27, 2019
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MLG
AutoCAD SHX Text ABBREVIATIONS & SYMBOLS AC ASPHALT CONCRETE ASPHALT CONCRETE AB AGGREGATE BASE AGGREGATE BASE BC BEGIN CURVE BEGIN CURVE BCR BEGIN CURB RETURN BEGIN CURB RETURN BW BACK OF WALK BACK OF WALK BVC BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE CB CATCH BASIN CATCH BASIN C&G CURB & GUTTER CURB & GUTTER CF CURB FACE CURB FACE CENTERLINE CENTERLINE CMB CRUSHED MISC. BASE CRUSHED MISC. BASE EC END CURVE END CURVE ECR END CURB RETURN END CURB RETURN EVC END VERTICAL CURVE END VERTICAL CURVE EP EDGE OF PAVEMENT EDGE OF PAVEMENT EX EXISTING EXISTING FF FINISHED FLOOR FINISHED FLOOR FG FINISHED GRADE FINISHED GRADE FL FLOW LINE FLOW LINE FS FINISHED SURFACE FINISHED SURFACE GB GRADE BREAK GRADE BREAK HP HIGH POINT HIGH POINT INV INVERT INVERT LP LOW POINT LOW POINT NTS NOT TO SCALE NOT TO SCALE PCC PORTLAND CEMENT PORTLAND CEMENT CONCRETE R/W RIGHT OF WAY RIGHT OF WAY SW SIDEWALK SIDEWALK TC TOP OF CURB TOP OF CURB TW TOP OF WALLTOP OF WALL
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CONTOUR ELEVATION
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CONSTRUCTION NOTE NUMBER
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TOE OF SLOPE
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SHEET FLOW & RATE
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TOP OF SLOPE
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FENCE LINE
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CENTERLINE
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FLOWLINE
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PROPERTY LINE
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FENCE LINE
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FENCE LINE
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SCALE
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AutoCAD SHX Text 1.
1. NO CHANGE IN CONTRACT PRICE WILL BE NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GRADING OPERATIONS ON SITE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR 'ROUNDING OFF' ALL SHARP RIDGES EXISTING ON SITE WHETHER OR NOT SUCH CONDITIONS ARE INDICATED ON PLANS. 4. ALL WALKWAYS AND PAVED AREAS SHALL HAVE ALL WALKWAYS AND PAVED AREAS SHALL HAVE SMOOTH AND CONTINUOUS ELEVATION CHANGES. 5. ALL AREAS SHALL HAVE POSITIVE DRAINAGE. ALL AREAS SHALL HAVE POSITIVE DRAINAGE. 6. ALL PROPOSED GRADES ARE TO MEET AND BLEND ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT, PROPERTY LINES, AND EXISTING CURBS. PRECISE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS-BUILT CONDITION. 7. ALL IMPORTED TOPSOIL SHALL BE GRADE 'A' FINE ALL IMPORTED TOPSOIL SHALL BE GRADE 'A' FINE SANDY LOAM. ALL TOPSOIL SHALL BE TESTED BY AGRICULTURAL SOIL SUITABILITY TESTING LABORATORY, CERTIFIED FOR SOIL COMPOSITION, AND AMENDED PER SOIL TEST RECOMMENDATIONS PRIOR TO DELIVERY TO SITE.
BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
WALL DETAILS/
SECTION & ELEVATIONS
L-04
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SLOPE 2:1 MAX.
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EXIST'G CONCRETE SIDEWALK
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E..J. & SEALANT, TYP.
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COMPACTED SUBGRADE PER STRUCTURAL
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COMPACTED BASE PER STRUCTURAL
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CONCRETE FOOTING PER STRUCTURAL
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DECORATIVE GRAVEL MULCH
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REINF. PER STRUCTURAL
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REINF. PER STRUCTURAL
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WEEP HOLES @ 32" O.C. OR AS PER STRUCTURAL
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4" PERF. PIPE- CONNECT TO DRAINAGE SYSTEM
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DAMP-PROOFING
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AutoCAD SHX Text L-04
AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PROVIDE CONTRACTOR TO PROVIDE STRUCTURAL ENGINEER'S DRAWINGS FOR RET. WALL DESIGN, INCLUDING REINF'G, FOOT'G, CONCRETE MIX DESIGN, BASE, & SUBGRADE SPECS. 2. DAYLIGHT DRAIN LINE INTO DAYLIGHT DRAIN LINE INTO LANDSCAPE BED AT END OF WALL. 3. EXPOSED CMU TO MATCH EXPOSED CMU TO MATCH DECORATIVE CMU @ EXISTING BLDG. 4. CONTRACTOR OPTION: REMOVE AND CONTRACTOR OPTION: REMOVE AND REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK FOR CONSTRUCTION OF RETAINING WALL FOOTING.
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DRAIN ROCK
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GEOWEB SLOPE STABILIZATION
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WEEP HOLES @ 32" O.C. OR AS PER STRUCTURAL
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COMPACTED SUBGRADE PER STRUCTURAL
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COMPACTED BASE PER STRUCTURAL
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CONCRETE FOOTING PER STRUCTURAL
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REINF. PER STRUCTURAL
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REINF. PER STRUCTURAL
AutoCAD SHX Text 4" PERF. PIPE SOCK-WRAPPED W/12"x12" DRAIN ROCK, CONT.
AutoCAD SHX Text NOTES: 1. CONTRACTOR TO PROVIDE STRUCTURAL ENGINEER'S DRAWINGS FOR RET. WALL DESIGN, CONTRACTOR TO PROVIDE STRUCTURAL ENGINEER'S DRAWINGS FOR RET. WALL DESIGN, INCLUDING REINF'G, FOOT'G, CONCRETE MIX DESIGN, BASE, & SUBGRADE SPECS. 2. DAYLIGHT DRAIN LINE AT END OF WALL. DAYLIGHT DRAIN LINE AT END OF WALL. 3. EXPOSED CMU TO MATCH EXISTING DECORATIVE CMU AT BLDG.EXPOSED CMU TO MATCH EXISTING DECORATIVE CMU AT BLDG.
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DAMP-PROOFING
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EXIST'G CONCRETE SIDEWALK
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E..J. & SEALANT, TYP.
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BW 1941.00
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1947.5 TW
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EXISTING SIDEWALK TO REMAIN (PROTECT)
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EX. PARAPET BLDG. WALL
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EXISTING F.G. SLOPE (SEE NOTE 1)
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F.G. ROCK MULCH
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CHEMICAL STAIN EXPOSED WALL TO MATCH EXISTING CIP CONCRETE WALLS
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BW 1941.00
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1947.0 TW
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EXISTING SIDEWALK TO REMAIN (PROTECT)
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EX. PARAPET BLDG. WALL
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EXISTING F.G. SLOPE (SEE NOTE 1)
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F.G. ROCK MULCH
AutoCAD SHX Text NOTES: 1. HEIGHT OF DECORATIVE CMU RETAINING WALL HEIGHT OF DECORATIVE CMU RETAINING WALL SHALL BE 4" MIN./12" MAX. ABOVE FINISH GRADE OF EXISTING BERM AND IN CONFORMANCE WITH WALL DESIGN AND WALL ELEVATIONS.
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CHEMICAL STAIN EXPOSED WALL TO MATCH EXISTING CIP CONCRETE WALLS
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"ROUND-OFF" TOP OF SLOPE TO ALLOW GEOWEB TO CONFORM TO SLOPE
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AutoCAD SHX Text NOTES: 1. HEIGHT OF DECORATIVE CMU RETAINING WALL HEIGHT OF DECORATIVE CMU RETAINING WALL SHALL BE 4" MIN./12" MAX. ABOVE FINISH GRADE OF EXISTING BERM AND IN CONFORMANCE WITH WALL DESIGN AND WALL ELEVATIONS.
AutoCAD SHX Text 8x4x16 SOLID CMU CAP BLOCK, TYP. (BURNISHED FINISH 3 SURFACES)
AutoCAD SHX Text 8x4x16 SOLID CMU CAP BLOCK, TYP. (GROUND FINISH 2 SURFACES)
AutoCAD SHX Text 8x8x16 HOLLOW CMU BLOCK, TYP. (BURNISHED FINISH 3 SURFACES @ WALL ENDS)
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FINISHED SURFACE (EXIST. SIDEWALK)
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AutoCAD SHX Text NOTES: 1. HEIGHT OF DECORATIVE CMU RETAINING WALL HEIGHT OF DECORATIVE CMU RETAINING WALL SHALL BE 4" MIN./12" MAX. ABOVE FINISH GRADE OF EXISTING BERM AND IN CONFORMANCE WITH WALL DESIGN AND WALL ELEVATIONS.
AutoCAD SHX Text 8x4x16 SOLID CMU CAP BLOCK, TYP. (BURNISHED FINISH 3 SURFACES)
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FINISHED SURFACE (EXIST. SIDEWALK)
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ATIONAL
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EMETERY
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DMINISTRATION
AutoCAD SHX Text Approved: Director, Office of Construction Management
AutoCAD SHX Text Approved: Director, Project Management Service
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929-MM-19-007
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AutoCAD SHX Text
JUNE 27, 2019
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MLG
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SCALE: 3/8" = 1'-0"
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SECTION B-B' THRU RETAINING WALL NO. 2
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SECTION
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DECORATIVE CMU RETAINING WALL
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SECTION
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SCALE: 3/4" = 1'-0"
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LOW DECORATIVE RETAINING/SEAT WALL (ADDITIVE ALTERNATE NO. 1)
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SECTION
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SCALE: 3/8"=1'-0"
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SECTION A-A' THRU RETAINING WALL NO. 1
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SECTION
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SCALE: 1/4" = 1'-0"
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DECORATIVE CMU RETAINING WALL NO. 2
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ELEVATION
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SCALE: 1/4" - 1'-0"
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DECORATIVE CMU RETAINING WALL NO. 1
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ELEVATION
BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
SOIL STABILIZATION
SYSTEM DETAILS
L-05
AutoCAD SHX Text MANUFACTURER NOTES: 1. ATRA ANCHORS SHALL CONSIST OF NO. 4 REBAR WITH AN ATRA STAKE CLIP INSERTED INTO THE END OF THE ATRA ANCHORS SHALL CONSIST OF NO. 4 REBAR WITH AN ATRA STAKE CLIP INSERTED INTO THE END OF THE REBAR. LENGTH OF THE ATRA ANCHORS SHALL BE AS SPECIFIED. 2. THE GEOWEB SHALL BE FILLED WITH THE SPECIFIED MATERIALS (TOPSOIL AND STONE) AND SHALL BE SUITABLE THE GEOWEB SHALL BE FILLED WITH THE SPECIFIED MATERIALS (TOPSOIL AND STONE) AND SHALL BE SUITABLE TO WITHSTAND THE APPLICABLE HYDRAULIC CONDITIONS. 3. THE GEOWEB SECTIONS SHALL BE ANCHORED TO RESIST SLIDING DUE DRIVING AND HYDRAULIC FORCES. THE GEOWEB SECTIONS SHALL BE ANCHORED TO RESIST SLIDING DUE DRIVING AND HYDRAULIC FORCES. 4. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF AND END TO END THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF AND END TO END CONNECTION. 5. REFER TO THE GENERAL DETAIL DRAWINGS FOR ANCHOR DETAILS. REFER TO THE GENERAL DETAIL DRAWINGS FOR ANCHOR DETAILS.
AutoCAD SHX Text STAKE ANCHOR INSTALLATION STEPS: 1. POSITION THE ATRA ANCHOR NEXT TO THE UP-SLOPE CELL WALL. 2. DRIVE ATRA ANCHOR INTO THE GROUND UNTIL ARM OF ATRA STAKE CLIP IS LOCATED ABOVE GEOWEB CELL WALL. 3. ENGAGE ARM OF ATRA STAKE CLIP TO CELL WALL AND DRIVE UNTIL TIGHT.
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PLAN VIEW
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SECTION B-B
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SECTION A-A
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ATRA ANCHOR. ENGAGE ARM OF ATRA STAKE CLIP WITH GEOWEB CELL WALL
AutoCAD SHX Text ATRA ANCHORS IN SPECIFIED PATTERN. ENGAGE ARM OF ATRA STAKE CLIP WITH GEOWEB CELL WALL
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IF SPEC'D, GEOTEXTILE
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REFER TO CREST ANCHOR DETAILS
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GENUINE GEOWEB SLOPE PROTECTION SYSTEM WITH SPECIFIED INFILL
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VEGETATION, WHERE SHOWN REFER TO NOTES.
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VARIES
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PROVIDE ATRA KEY CONNECTION FOR EACH END TO END AND INTERLEAF CONNECTION (TYP)
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NO. 4 REBAR
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ATRA STAKE CLIP CONNECTED TO REBAR
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ATRA ANCHOR
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DETAIL
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TYPICAL ATRA ANCHOR SYSTEM
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SECTION
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STAKE ANCHOR
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DETAIL
AutoCAD SHX Text MANUFACTURER NOTES: 1. THIS EVALUATION IS COPYRIGHTED AND IS BASED ON THE USE OF GENUINE GEOWEB MANUFACTURED BY PRESTO THIS EVALUATION IS COPYRIGHTED AND IS BASED ON THE USE OF GENUINE GEOWEB MANUFACTURED BY PRESTO PRODUCTS. 2. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF AND END TO END CONNECTION. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF AND END TO END CONNECTION. 3. CUT GEOWEB PANELS TO FIT CLOSELY TO THE ROOTBALL. ZIP TIE THE CUT PANELS TO THE ADJACENT PANELS. CUT GEOWEB PANELS TO FIT CLOSELY TO THE ROOTBALL. ZIP TIE THE CUT PANELS TO THE ADJACENT PANELS. 4. LIMIT THE DROP OF INFILL TO 3 FEET TO PREVENT PANEL DISTORTION. LIMIT THE DROP OF INFILL TO 3 FEET TO PREVENT PANEL DISTORTION.
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ISOMETRIC
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GEOWEB GW30V3 PANELS
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COORDINATE ATRA TENDON CLIP SPACING WITH PLANT PLACEMENT
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CUT GEOWEB PANEL AROUND ROOT BALL. SEE MANUFACTURER NOTE 3.
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%%UUNIFORM SLOPE
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ATRA ANCHOR AGAINST CELL WALL
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EXISTING BLDG. PARAPET WALL
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EXISTING BLDG. PARAPET WALL
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PROVIDE EXTRA STAKES AT GRADE BREAK IN SLOPE
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ATRA ANCHOR, TYP.
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DO NOT PUNCTURE WATER-PROOFING MEMBRANE WITH ATRA ANCHORS AT TOP OF SLOPE
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%%USLOPE WITH PLATEAU
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EMETERY
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DMINISTRATION
AutoCAD SHX Text Approved: Director, Office of Construction Management
AutoCAD SHX Text Approved: Director, Project Management Service
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929-MM-19-007
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JUNE 27, 2019
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MLG
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SLOPE STABILIZATION SYSTEM
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PLANTING AT SLOPE STABILIZATION SYSTEM
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CREST ANCHOR DETAILS
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SECTIONS
BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
PLANTING PLAN
L-06
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PLANTING NOTES
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ABBREVIATION SCIENTIFIC NAME COMMON NAME SPACING SIZE
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ARC UVA ARCTOSTAPHYLOS 'UVA URSI' EMERALD CARPET MANZANITA 5 GAL
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CIS SAL CISTUS SALVIFOLIA 'PROSTRATUS' SAGELEAF ROCKROSE 1 GAL
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LAV ANG LAVANDULA ANGUSTIFOLIA 'HIDCOTE' HIDCOTE ENGLISH LAVANDER 1 GAL
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ROS PRO ROSMARINUS OFFICINALIS 'PROSTRATA' GROUNDCOVER ROSEMARY 1 GAL
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SAL GRE SALVIA GREGII 'PINK' PINK SAGE 1 GAL
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ABBREVIATION
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QUANTITY
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SIZE
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PLANT LEGEND - SHRUBS
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AS SHOWN
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HEL NUM HELIANTHMUM NUMMULARIUM 'YELLOW/GOLD' SUN ROSE 1 GAL
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ATIONAL
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EMETERY
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DMINISTRATION
AutoCAD SHX Text Approved: Director, Office of Construction Management
AutoCAD SHX Text Approved: Director, Project Management Service
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929-MM-19-007
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JUNE 27, 2019
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1. SEE STATEMENT OF WORK AND SPECIFICATIONS FOR SEE STATEMENT OF WORK AND SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO THE SCOPE OF WORK. 2. VERIFY LOCATION OF EXISTING TREES AND SHRUBS VERIFY LOCATION OF EXISTING TREES AND SHRUBS INDICATED TO REMAIN. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. 3. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO PLANT SCHEDULE FOR ADDITIONAL INFORMATION. 4. THE COR WILL APPROVE INDIVIDUAL PLANT MATERIAL AND THE COR WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR PROCEDURE. 5. SHRUBS AND GROUNDCOVER PLANTS ARE TO BE SHRUBS AND GROUNDCOVER PLANTS ARE TO BE PLANTED A DISTANCE EQUAL TO THE ON CENTER SPACING AWAY FROM PLANTING BED EDGES UNLESS OTHERWISE NOTED. 6. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS IN QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS. 7. CUT AND REMOVE CELLS OF GEOWEB SOIL STABLIZATION CUT AND REMOVE CELLS OF GEOWEB SOIL STABLIZATION MATERIAL TO TO PROVIDE MIN. 24" DIAMETER PLANTING PITS FOR SHRUBS AND GROUNDCOVER PLANTS. 8. BACKFILL SHRUBS AND GROUNDCOVER PLANTS WITH BACKFILL SHRUBS AND GROUNDCOVER PLANTS WITH AMENDED BACKFILL MIX PER THE SPECIFICATIONS. 9. APPLY SOIL TREATMENT TO SOIL SURROUNDING ALL NEW APPLY SOIL TREATMENT TO SOIL SURROUNDING ALL NEW PLANTINGS PER SPECS. WATER-IN THOROUGHLY TO ACTIVATE PER MANUFACTURER'S PRINTED INSTRUCTIONS. 10. APPLY 2-INCH DEPTH OF BARK MULCH AROUND NEW APPLY 2-INCH DEPTH OF BARK MULCH AROUND NEW PLANTS FILLING THE AREA OF GEOWEB CELLS THAT WERE CUT AWAY FOR THE PLANTING PIT.
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BERM RESTORATION
BAKERSFIELD NATIONAL CEMETERY
ARVIN, CA 93203
L-7
IRRIGATION PLAN
KEYED NOTES
GENERAL NOTES
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DMINISTRATION
AutoCAD SHX Text Approved: Director, Office of Construction Management
AutoCAD SHX Text Approved: Director, Project Management Service
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929-MM-19-007
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JUNE 27, 2019
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1. SEE STATEMENT OF WORK AND SPECIFICATIONS FOR SEE STATEMENT OF WORK AND SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO THE SCOPE OF WORK. 2. INSPECT THE SITE AND VERIFY CONDITIONS AND INSPECT THE SITE AND VERIFY CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE (COR) IMMEDIATELY OF ANY DISCREPANCIES WITH THE POTENTIAL TO AFFECT SYSTEM PERFORMANCE PRIOR TO BEGINNING WORK. 3. INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 4. IRRIGATION LINES AND VALVES LOCATIONS ARE IRRIGATION LINES AND VALVES LOCATIONS ARE DIAGRAMMATIC. MODIFY LOCATIONS AS REQUIRED TO AVOID PLANT MATERIALS, UTILITIES AND OTHER OBSTRUCTIONS. PLACE LINES IN COMMON TRENCHES WHERE POSSIBLE. 5. PROTECT EXISTING IRRIGATION SYSTEM. COORDINATE PROTECT EXISTING IRRIGATION SYSTEM. COORDINATE WITH COR TO OPERATE EACH ZONE OF THE DRIP IRRIGATION SYSTEM FROM THE IRRIGATION CONTROLLERS IN THE PRESENCE OF THE CONTRACTOR PRIOR TO COMMENCING WORK. ANY LEAKS, CLOGS, OR OTHER NON-FUNCTIONING COMPONENTS OF THE IRRIGATION SYSTEM MUST BE BROUGHT TO THE ATTENTION OF THE COR IMMEDIATELY IN WRITING, NOTING DEFICIENCIES OBSERVED AND CORRESPONDING ZONE NUMBER. 6. INSTALL ALL IRRIGATION PIPES IN PVC SLEEVES BELOW INSTALL ALL IRRIGATION PIPES IN PVC SLEEVES BELOW ALL PAVED SURFACES. USE EXISTING SLEEVES WHENEVER POSSIBLE. 7. EXERCISE CAUTION WHEN TRENCHING FOR NEW EXERCISE CAUTION WHEN TRENCHING FOR NEW IRRIGATION LINES TO AVOID DAMAGING EXISTING UTILITIES AND OTHER IRRIGATION LINES. BACKFILL AND COMPACT TRENCHES TO AVOID SETTLING. 8. PRESSURE TEST IRRIGATION LINES PRIOR TO BACKFILLING PRESSURE TEST IRRIGATION LINES PRIOR TO BACKFILLING TRENCHES. 9. FLUSH DRIP IRRIGATION LINES OF DIRT AND DEBRIS FLUSH DRIP IRRIGATION LINES OF DIRT AND DEBRIS PRIOR TO INSTALLING PLANTS.
| BNC_929-MM-19-007_Berm Restoration_T-1_Title Sheet |
| Sheets and Views |
| T-01 |
| BNC_929-MM-19-007_Berm Restoration_L-1_Demolition Plan |
| Sheets and Views |
| DEMO PLAN |
| BNC_929-MM-19-007_Berm Restoration_L-2_Construction Plan |
| Sheets and Views |
| MAT'LS PLAN |
| BNC_929-MM-19-007_Berm Restoration_L-3_Grading Plan |
| Sheets and Views |
| Grad Plan |
| BNC_929-MM-19-007_Berm Restoration_L-4_Wall Dtls |
| Sheets and Views |
| WALL DTLS |
| BNC_929-MM-19-007_Berm Restoration_L-5_Soil Stab Dtls |
| Sheets and Views |
| GEOWEB DTLS |
| BNC_929-MM-19-007_Berm Restoration_L-6_Planting Plan |
| Sheets and Views |
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