V1-892PC2037MNC_BC_DRAWINGS_02-22-2021_Part1.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

A/E OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

February 22, 2021Revisions: Date:

N/A ofDwg.

John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040

CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

892PC2037.23

PHASE 2 DEVELOPMENT

PW FD

BID DOCUMENT

COVER SHEET

VOLUME 1

G-101 1 243

AutoCAD SHX Text Miramar National Cemetery

AutoCAD SHX Text DATE February 22, 2021

AutoCAD SHX Text

PROJECT NUMBER: 892PC2037.23

AutoCAD SHX Text

DEPARTMENT OF VETERANS AFFAIRS

AutoCAD SHX Text

%%UOWNER

AutoCAD SHX Text

NATIONAL CEMETERY ADMINISTRATION

AutoCAD SHX Text

%%USHEET INDEX - VOLUME 1

AutoCAD SHX Text

%%UPROJECT TEAM

AutoCAD SHX Text NAME ROLE ROLE JG&A LANDSCAPE ARCHITECT-LEAD DESIGNER LANDSCAPE ARCHITECT-LEAD DESIGNER VDLA CEMETERY DESIGN/IRRIGATION DESIGN-SUBCONSULTANT CEMETERY DESIGN/IRRIGATION DESIGN-SUBCONSULTANT DAVY ARCHITECTURE ARCHITECTURE 3TERRAMP CIVIL MEP ENGINEERING CIVIL MEP ENGINEERING DESIGN BUILD CONSORTIUM SECURITY SECURITY R&R COST ESTIMATION COST ESTIMATION KIMLEY-HORN CIVIL#2 CIVIL#2

AutoCAD SHX Text

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

REGIONAL LOCATION MAP NOT TO SCALE

AutoCAD SHX Text Phase 2 Expansion

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text SHEET DWG. SHEET TITLE DWG. SHEET TITLE DWG. SHEET TITLE SHEET TITLE 1 G-101 COVER SHEET - VOLUME 1 G-101 COVER SHEET - VOLUME 1 COVER SHEET - VOLUME 1 2 G-110 OVERALL SITE PLAN AND PHASING PLAN G-110 OVERALL SITE PLAN AND PHASING PLAN OVERALL SITE PLAN AND PHASING PLAN 3 CD-001 (PUBLIC IMPROVEMENTS) TITLE SHEET CD-001 (PUBLIC IMPROVEMENTS) TITLE SHEET (PUBLIC IMPROVEMENTS) TITLE SHEET 4 CD-002 (PUBLIC IMPROVEMENTS) GENERAL NOTES CD-002 (PUBLIC IMPROVEMENTS) GENERAL NOTES (PUBLIC IMPROVEMENTS) GENERAL NOTES 5 CD-003 (PUBLIC IMPROVEMENTS) GENERAL NOTES CD-003 (PUBLIC IMPROVEMENTS) GENERAL NOTES (PUBLIC IMPROVEMENTS) GENERAL NOTES 6 CD-004 (PUBLIC IMPROVEMENTS) EXISTING & DEMO PLAN CD-004 (PUBLIC IMPROVEMENTS) EXISTING & DEMO PLAN (PUBLIC IMPROVEMENTS) EXISTING & DEMO PLAN 7 CD-005 (PUBLIC IMPROVEMENTS) IMPROVEMENT PLAN CD-005 (PUBLIC IMPROVEMENTS) IMPROVEMENT PLAN (PUBLIC IMPROVEMENTS) IMPROVEMENT PLAN 8 CD-006 (PUBLIC IMPROVEMENTS) CURB RAMP CD-006 (PUBLIC IMPROVEMENTS) CURB RAMP (PUBLIC IMPROVEMENTS) CURB RAMP 9 CD-007 (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS CD-007 (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS 10 CD-008 (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS CD-008 (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS 11 CD-009 (PUBLIC IMPROVEMENTS) EROSION CONTROL PLAN CD-009 (PUBLIC IMPROVEMENTS) EROSION CONTROL PLAN (PUBLIC IMPROVEMENTS) EROSION CONTROL PLAN 12 CD-010 (PUBLIC IMPROVEMENTS) SIGNING AND STRIPING PLAN CD-010 (PUBLIC IMPROVEMENTS) SIGNING AND STRIPING PLAN (PUBLIC IMPROVEMENTS) SIGNING AND STRIPING PLAN SIGNING AND STRIPING PLAN 13 CD-011 (PUBLIC IMPROVEMENTS) TRAFFIC SIGNAL MODIFICATION PLAN CD-011 (PUBLIC IMPROVEMENTS) TRAFFIC SIGNAL MODIFICATION PLAN (PUBLIC IMPROVEMENTS) TRAFFIC SIGNAL MODIFICATION PLAN TRAFFIC SIGNAL MODIFICATION PLAN 14 T01 (PUBLIC IMPROVEMENTS) TRAFFIC CONTROL PLAN T01 (PUBLIC IMPROVEMENTS) TRAFFIC CONTROL PLAN (PUBLIC IMPROVEMENTS) TRAFFIC CONTROL PLAN 15 B-100 EXISTING CONDITIONS B-100 EXISTING CONDITIONS EXISTING CONDITIONS 16 B-101 GEOTECHNICAL BORING LOCATION MAP AND LOGS B-101 GEOTECHNICAL BORING LOCATION MAP AND LOGS GEOTECHNICAL BORING LOCATION MAP AND LOGS 17 B-102 GEOTECHNICAL BORING LOCATION MAP AND LOGS B-102 GEOTECHNICAL BORING LOCATION MAP AND LOGS GEOTECHNICAL BORING LOCATION MAP AND LOGS 18 CE-101 EROSION CONTROL INDEX MAP CE-101 EROSION CONTROL INDEX MAP EROSION CONTROL INDEX MAP 19 CE-401 EROSION CONTROL PLAN CE-401 EROSION CONTROL PLAN EROSION CONTROL PLAN 20 CE-402 EROSION CONTROL PLAN CE-402 EROSION CONTROL PLAN EROSION CONTROL PLAN 21 CE-403 EROSION CONTROL PLAN CE-403 EROSION CONTROL PLAN EROSION CONTROL PLAN 22 CE-404 EROSION CONTROL PLAN CE-404 EROSION CONTROL PLAN EROSION CONTROL PLAN 23 CE-405 EROSION CONTROL PLAN CE-405 EROSION CONTROL PLAN EROSION CONTROL PLAN 24 CE-406 EROSION CONTROL PLAN CE-406 EROSION CONTROL PLAN EROSION CONTROL PLAN 25 CE-501 EROSION CONTROL DETAILS CE-501 EROSION CONTROL DETAILS EROSION CONTROL DETAILS 26 CD-101 DEMOLITION PLAN INDEX MAP CD-101 DEMOLITION PLAN INDEX MAP DEMOLITION PLAN INDEX MAP 27 CD-401 DEMOLITION PLAN CD-401 DEMOLITION PLAN DEMOLITION PLAN 28 CD-402 DEMOLITION PLAN CD-402 DEMOLITION PLAN DEMOLITION PLAN 29 CD-403 DEMOLITION PLAN CD-403 DEMOLITION PLAN DEMOLITION PLAN 30 CD-404 DEMOLITION PLAN CD-404 DEMOLITION PLAN DEMOLITION PLAN 31 CD-405 DEMOLITION PLAN CD-405 DEMOLITION PLAN DEMOLITION PLAN 32 CD-406 DEMOLITION PLAN CD-406 DEMOLITION PLAN DEMOLITION PLAN 33 CG-101 GRADING INDEX MAP CG-101 GRADING INDEX MAP GRADING INDEX MAP 34 CG-401 GRADING PLAN CG-401 GRADING PLAN GRADING PLAN 35 CG-402 GRADING PLAN CG-402 GRADING PLAN GRADING PLAN 36 CG-403 GRADING PLAN CG-403 GRADING PLAN GRADING PLAN 37 CG-404 GRADING PLAN CG-404 GRADING PLAN GRADING PLAN 38 CG-405 MEMORIAL WALK GRADING PLAN CG-405 MEMORIAL WALK GRADING PLAN MEMORIAL WALK GRADING PLAN 39 CG-406 MAINTENANCE AREA GRADING PLAN CG-406 MAINTENANCE AREA GRADING PLAN MAINTENANCE AREA GRADING PLAN 40 CG-407 HONOR GUARD BUILDING GRADING PLAN CG-407 HONOR GUARD BUILDING GRADING PLAN HONOR GUARD BUILDING GRADING PLAN 41 CG-408 ADMINISTRATION BUILDING GRADING PLAN CG-408 ADMINISTRATION BUILDING GRADING PLAN ADMINISTRATION BUILDING GRADING PLAN 42 CG-409 MEMORIAL WALK GRADING PLAN CG-409 MEMORIAL WALK GRADING PLAN MEMORIAL WALK GRADING PLAN 43 CG-410 COLUMBARIUM GRADING PLAN CG-410 COLUMBARIUM GRADING PLAN COLUMBARIUM GRADING PLAN 44 CS-401 HORIZONTAL CONTROL PLAN CS-401 HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL PLAN 45 CS-402 HORIZONTAL CONTROL PLAN CS-402 HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL PLAN 46 CS-403 HORIZONTAL CONTROL PLAN CS-403 HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL PLAN 47 CS-404 HORIZONTAL CONTROL PLAN CS-404 HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL PLAN 48 CP-101 MASON CARTER LN PLAN AND PROFILE STA 112+00 TO STA 122+50 CP-101 MASON CARTER LN PLAN AND PROFILE STA 112+00 TO STA 122+50 MASON CARTER LN PLAN AND PROFILE STA 112+00 TO STA 122+50 49 CP-102 MASON CARTER LN PLAN AND PROFILE STA 122+50 TO STA 133+00 CP-102 MASON CARTER LN PLAN AND PROFILE STA 122+50 TO STA 133+00 MASON CARTER LN PLAN AND PROFILE STA 122+50 TO STA 133+00 50 CP-301 TYPICAL ROAD SECTIONS CP-301 TYPICAL ROAD SECTIONS TYPICAL ROAD SECTIONS 51 CS-101 CONSTRUCTION ENTRANCE PLAN AND PROFILE CS-101 CONSTRUCTION ENTRANCE PLAN AND PROFILE CONSTRUCTION ENTRANCE PLAN AND PROFILE 52 CS-102 CONSTRUCTION STAGING AREA CS-102 CONSTRUCTION STAGING AREA CONSTRUCTION STAGING AREA 53 CU-101 WET UTILITY PLAN INDEX MAP CU-101 WET UTILITY PLAN INDEX MAP WET UTILITY PLAN INDEX MAP 54 CU-201 STORM DRAIN PROFILES 1 CU-201 STORM DRAIN PROFILES 1 STORM DRAIN PROFILES 1 55 CU-202 STORM DRAIN PROFILES 2 CU-202 STORM DRAIN PROFILES 2 STORM DRAIN PROFILES 2 56 CU-203 STORM DRAIN PROFILES 3 CU-203 STORM DRAIN PROFILES 3 STORM DRAIN PROFILES 3 57 CU-401 WET UTILITY PLAN 1 CU-401 WET UTILITY PLAN 1 WET UTILITY PLAN 1 58 CU-402 WET UTILITY PLAN 2 CU-402 WET UTILITY PLAN 2 WET UTILITY PLAN 2 59 CU-403 WET UTILITY PLAN 3 CU-403 WET UTILITY PLAN 3 WET UTILITY PLAN 3 60 CU-404 WET UTILITY PLAN 4 CU-404 WET UTILITY PLAN 4 WET UTILITY PLAN 4 61 CU-405 SUB-DRAIN CRYPT CU-405 SUB-DRAIN CRYPT SUB-DRAIN CRYPT 62 CU-406 SUB-DRAIN CRYPT CU-406 SUB-DRAIN CRYPT SUB-DRAIN CRYPT 63 CU-407 SUB-DRAIN CRYPT CU-407 SUB-DRAIN CRYPT SUB-DRAIN CRYPT 64 CU-408 SUB-DRAIN COLUMBARIUM CU-408 SUB-DRAIN COLUMBARIUM SUB-DRAIN COLUMBARIUM 65 CU-501 DRAINAGE DETAILS CU-501 DRAINAGE DETAILS DRAINAGE DETAILS 66 CU-502 DRAINAGE DETAILS CU-502 DRAINAGE DETAILS DRAINAGE DETAILS 67 CU-503 DRAINAGE DETAILS CU-503 DRAINAGE DETAILS DRAINAGE DETAILS 68 CU-504 TRENCH AND IMPROVEMENT DETAILS CU-504 TRENCH AND IMPROVEMENT DETAILS TRENCH AND IMPROVEMENT DETAILS 69 CU-505 UTILITY DETAILS CU-505 UTILITY DETAILS UTILITY DETAILS 70 CU-506 UTILITY DETAILS CU-506 UTILITY DETAILS UTILITY DETAILS SHEET DWG. SHEET TITLE DWG. SHEET TITLE DWG. SHEET TITLE SHEET TITLE 71 LC101 COLUMBARIUM SITE PLAN LC101 COLUMBARIUM SITE PLAN COLUMBARIUM SITE PLAN 72 LC102 MEMORIAL WALK SITE PLAN LC102 MEMORIAL WALK SITE PLAN MEMORIAL WALK SITE PLAN 73 LC103 CARILLON TOWER SITE PLAN LC103 CARILLON TOWER SITE PLAN CARILLON TOWER SITE PLAN 74 LC104 COLUMBARIUM LAYOUT PLAN LC104 COLUMBARIUM LAYOUT PLAN COLUMBARIUM LAYOUT PLAN 75 LC201 COLUMBARIUM ELEVATIONS LC201 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 76 LC202 COLUMBARIUM ELEVATIONS LC202 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 77 LC203 COLUMBARIUM ELEVATIONS LC203 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 78 LC204 COLUMBARIUM ELEVATIONS LC204 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 79 LC205 COLUMBARIUM ELEVATIONS LC205 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 80 LC206 COLUMBARIUM ELEVATIONS LC206 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 81 LC207 COLUMBARIUM ELEVATIONS LC207 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 82 LC208 COLUMBARIUM ELEVATIONS LC208 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 83 LC209 COLUMBARIUM ELEVATIONS LC209 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 84 LC210 COLUMBARIUM ELEVATIONS LC210 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 85 LC211 COLUMBARIUM ELEVATIONS LC211 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 86 LC212 COLUMBARIUM ELEVATIONS LC212 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 87 LC213 COLUMBARIUM ELEVATIONS LC213 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 88 LC214 COLUMBARIUM ELEVATIONS LC214 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 89 LC215 COLUMBARIUM ELEVATIONS LC215 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 90 LC216 COLUMBARIUM LETTERING PLAN LC216 COLUMBARIUM LETTERING PLAN COLUMBARIUM LETTERING PLAN 91 LC500 COLUMBARIUM DETAILS LC500 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 92 LC501 COLUMBARIUM DETAILS LC501 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 93 LC502 COLUMBARIUM DETAILS LC502 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 94 LC503 COLUMBARIUM DETAILS LC503 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 95 LC504 COLUMBARIUM DETAILS LC504 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 96 LC505 COLUMBARIUM DETAILS LC505 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 97 LC506 COLUMBARIUM DETAILS LC506 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 98 LC507 COLUMBARIUM DETAILS LC507 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 99 LC508 COLUMBARIUM DETAILS LC508 COLUMBARIUM DETAILS COLUMBARIUM DETAILS 100 LC509 SITE DETAILS LC509 SITE DETAILS SITE DETAILS 101 LC510 SITE DETAILS 2 LC510 SITE DETAILS 2 SITE DETAILS 2 102 LS111 SIGNAGE PLAN LS111 SIGNAGE PLAN SIGNAGE PLAN 103 LS112 SIGNAGE PLAN LS112 SIGNAGE PLAN SIGNAGE PLAN 104 LS113 SIGNAGE PLAN LS113 SIGNAGE PLAN SIGNAGE PLAN 105 LS114 SIGNAGE PLAN LS114 SIGNAGE PLAN SIGNAGE PLAN 106 LS115 SIGNAGE PLAN LS115 SIGNAGE PLAN SIGNAGE PLAN 107 LS116 SIGNAGE PLAN LS116 SIGNAGE PLAN SIGNAGE PLAN 108 LS501 SITE SIGNAGE DETAILS LS501 SITE SIGNAGE DETAILS SITE SIGNAGE DETAILS 109 LS502 SITE SIGNAGE DETAILS LS502 SITE SIGNAGE DETAILS SITE SIGNAGE DETAILS 110 LS503 SITE SIGNAGE DETAILS LS503 SITE SIGNAGE DETAILS SITE SIGNAGE DETAILS 111 L-000 CONSTRUCTION ACCESS EXHIBIT L-000 CONSTRUCTION ACCESS EXHIBIT CONSTRUCTION ACCESS EXHIBIT 112 L-001 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 22 & 23 L-001 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 22 & 23 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 22 & 23 113 L-002 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 24 & 36 L-002 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 24 & 36 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 24 & 36 114 L-003 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 26,27,29,30,31,32, & 34 L-003 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 26,27,29,30,31,32, & 34 GRAVESITE NUMBERING PLAN-PRE PLACE CRYPTS SECTIONS 26,27,29,30,31,32, & 34 115 L-101 SITE CONSTRUCTION PLAN L-101 SITE CONSTRUCTION PLAN SITE CONSTRUCTION PLAN 116 L-102 SITE CONSTRUCTION PLAN L-102 SITE CONSTRUCTION PLAN SITE CONSTRUCTION PLAN 117 L-103 SITE CONSTRUCTION PLAN L-103 SITE CONSTRUCTION PLAN SITE CONSTRUCTION PLAN 118 L-104 SITE CONSTRUCTION PLAN L-104 SITE CONSTRUCTION PLAN SITE CONSTRUCTION PLAN 119 L-105 SITE CONSTRUCTION PLAN L-105 SITE CONSTRUCTION PLAN SITE CONSTRUCTION PLAN 120 L-106 SITE CONSTRUCTION PLAN L-106 SITE CONSTRUCTION PLAN SITE CONSTRUCTION PLAN 121 L-107 SITE ENLARGEMENT PLAN - ADMINISTRATION BUILDING L-107 SITE ENLARGEMENT PLAN - ADMINISTRATION BUILDING SITE ENLARGEMENT PLAN - ADMINISTRATION BUILDING 122 L-501 SITE CONSTRUCTION DETAILS L-501 SITE CONSTRUCTION DETAILS SITE CONSTRUCTION DETAILS 123 L-502 SITE CONSTRUCTION DETAILS L-502 SITE CONSTRUCTION DETAILS SITE CONSTRUCTION DETAILS 124 L-503 SITE CONSTRUCTION DETAILS L-503 SITE CONSTRUCTION DETAILS SITE CONSTRUCTION DETAILS 125 L-504 SITE CONSTRUCTION DETAILS L-504 SITE CONSTRUCTION DETAILS SITE CONSTRUCTION DETAILS

AutoCAD SHX Text SECTION NO. SIZE PPC IGC FUTURE IGC NICHES ACREAGE SIZE PPC IGC FUTURE IGC NICHES ACREAGE PPC IGC FUTURE IGC NICHES ACREAGE IGC FUTURE IGC NICHES ACREAGE FUTURE IGC NICHES ACREAGE FUTURE IGC NICHES ACREAGE NICHES ACREAGE 22 3'x8' 544 0.42 3'x8' 544 0.42 544 0.42 0.42 0.42 23 3'x8' 2,884 1.79 3'x8' 2,884 1.79 2,884 1.79 1.79 1.79 1.79 24 3'X8' 2,197 1.40 3'X8' 2,197 1.40 2,197 1.40 1.40 1.40 1.40 25 3'X4' 1,824 0.59 3'X4' 1,824 0.59 1,824 0.59 0.59 0.59 26 3'X8' 2,913 0.89 3'X8' 2,913 0.89 2,913 0.89 0.89 0.89 27 3'X8' 1,570 0.47 3'X8' 1,570 0.47 1,570 0.47 0.47 0.47 28 3'X4' 2,190 0.71 3'X4' 2,190 0.71 2,190 0.71 0.71 0.71 29 3'X8' 1,061 0.32 3'X8' 1,061 0.32 1,061 0.32 0.32 0.32 0.32 30 3'X4' 827 0.26 3'X4' 827 0.26 827 0.26 0.26 31 3'X4' 1.313 0.39 31 3'X4' 1.313 0.39 3'X4' 1.313 0.39 1.313 0.39 1.313 0.39 0.39 32 3'X4' 1,254 0.38 3'X4' 1,254 0.38 1,254 0.38 0.38 0.38 33 3'X4' 422 0.14 3'X4' 422 0.14 422 0.14 0.14 0.14 34 3'X4' 1,124 0.35 3'X4' 1,124 0.35 1,124 0.35 0.35 0.35 35 3'X4' 1.122 0.37 3'X4' 1.122 0.37 1.122 0.37 0.37 0.37 36 3'X8' 1,292 0.89 3'X8' 1,292 0.89 1,292 0.89 0.89 0.89 Columb. 9,944 0.87 9,944 0.87 0.87 TOTAL 6,917 10,062 5,558 9,944 10.24 6,917 10,062 5,558 9,944 10.24 6,917 10,062 5,558 9,944 10.24 10,062 5,558 9,944 10.24 5,558 9,944 10.24 9,944 10.24 10.24

AutoCAD SHX Text

%%UGRAVESITE SUMMARY

AVE OF FLAGS

NOBEL D

RIV

E

MIRAMAR RD

I-805

LA JOLLA VILLAGE DR

PROJECT SITE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

A/E OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

February 22, 2021Revisions: Date:

N/A ofDwg.

John Gallup & Associates, LLC

3225 Shallowford Rd NE

Suite 830

Marietta, GA 30062

770-321-4040

CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

892PC2037.23

PHASE 2 DEVELOPMENT

..\Images\Logos\Davy_Logo2.png

PW FD

BID DOCUMENT CHECK SET - NOT FOR CONSTRUCTION

1. ALL GROUND WATER EXTRACTIONS AND SIMILAR WASTE DISCHARGES TO SURFACE WATERS NOT TRIBUTARY TO THE SAN DIEGO BAY ARE PROHIBITED UNTIL IT CAN BE DEMONSTRATED THAT THE OWNER HAS APPLIED AND OBTAINED AUTHORIZATION FROM THE STATE OF CALIFORNIA VIA AN OFFICIAL "ENROLLMENT LETTER" FROM THE REGIONAL WATER QUALITY CONTROL BOARD IN ACCORDANCE WITH THE TERMS, PROVISIONS AND CONDITIONS OF STATE ORDER NO

R9-2015-0013 NPDES CAG919003.

2. THE ESTIMATED MAXIMUM DISCHARGE RATES MUST NOT EXCEED THE LIMITS SET IN THE OFFICIAL "ENROLLMENT LETTER" FROM THE REGIONAL BOARD UNLESS PRIOR NOTIFICATION AND SUBSEQUENT AUTHORIZATION HAS BEEN OBTAINED, AND

DISCHARGE OPERATIONS MODIFIED TO ACCOMMODATE THE INCREASED RATES.

3. ALL GROUND WATER EXTRACTIONS AND SIMILAR WASTE DISCHARGES TO SURFACE WATERS TRIBUTARY TO THE SAN DIEGO BAY ARE PROHIBITED UNTIL IT CAN BE DEMONSTRATED THAT THE OWNER HAS APPLIED AND OBTAINED AUTHORIZATION FROM THE STATE OF CALIFORNIA VIA AN OFFICIAL "ENROLLMENT LETTER" FROM THE REGIONAL WATER QUALITY CONTROL BOARD IN ACCORDANCE WITH THE TERMS, PROVISIONS AND CONDITIONS OF STATE ORDER NO

R9-2015-0013 NPDES NO. CAG919003.

STANDARD DRAWINGS:

EFFECTED OR ADDED SHEET NUMBERSCHANGE DATE

STREET NAME CLASSIFICATION (MPH)

SPEED

(VEHICLES)

ADT

(FT)

R/W

IF THIS BAR DOES

NOT MEASURE 1"

THEN DRAWING IS

NOT TO SCALE.

APPROVAL NO. 0 1/2 1PROJECT NO.

N

DISCRETIONARY PERMIT NO:________________

ENGINEERING PERMIT NO:________________

1. TOTAL SITE DISTURBANCE AREA (ACRES) ____0.214 ACRES_____

WATERSHED: MISSION BAY

HYDRAULIC SUB AREA NAME AND NUMBER: UNDEFINED 906.40

2. THE PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF THE

WPCP

THE PROJECT IS SUBJECT TO MUNICIPAL STORM WATER PERMIT NUMBER

R9-2013-0001 AND SUBSEQUENT AMENDMENTS.

SWPPP

THE PROJECT IS SUBJECT TO MUNICIPAL STORM WATER PERMIT NUMBER

R9-2013-0001 AND CONSTRUCTION GENERAL PERMIT ORDER NUMBER

2009-009-DWQ AS AMENDED BY ORDER 2010-0014 DWQ AND 2012-0006-DWQ

TRADITIONAL: RISK LEVEL 1 2 3

LUP RISK LEVEL 1 2 3

WDID NO: _________________

3. CONSTRUCTION SITE PRIORITY

ASBS HIGH MEDIUM LOW

1. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A PERMIT HAS BEEN

ISSUED.

2. UPON ISSUANCE OF A PERMIT, NO WORK WILL BE PERMITTED ON WEEKENDS OR HOLIDAYS UNLESS APPROVED BY TRAFFIC CONTROL

PERMIT FROM THE DEVELOPMENT SERVICES DEPARTMENT.

3. THE APPROVAL OF THIS PLAN OR ISSUANCE OF A PERMIT BY THE CITY OF SAN DIEGO DOES NOT AUTHORIZE THE PERMIT HOLDER OR OWNER TO VIOLATE ANY FEDERAL, STATE OR CITY LAWS, ORDINANCES, REGULATIONS, OR POLICIES.

4. IMPORTANT NOTICE: SECTION 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A ``PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT, TOLL FREE (800) 422-4133, TWO DAYS BEFORE YOU DIG.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING AND LOCATING ALL EXISTING UTILITIES THAT CROSS THE PROPOSED TRENCH

LINE WHILE MAINTAINING A 1 FOOT VERTICAL CLEARANCE.

6. ``PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR REPLACEMENT OF SUCH PUBLIC IMPROVEMENTS IS REQUIRED, CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK IN THE PUBLIC RIGHT-OF-WAY, SATISFACTORY TO THE PERMIT

ISSUING AUTHORITY.

7. DEVIATIONS FROM THESE SIGNED PLANS WILL NOT BE ALLOWED UNLESS A CONSTRUCTION CHANGE IS APPROVED BY THE CITY

ENGINEER OR THE CHANGE IS REQUIRED BY THE RESIDENT ENGINEER.

8. CONTRACTOR SHALL REPLACE OR REPAIR ALL TRAFFIC SIGNAL LOOPS, CONDUITS, AND LANE STRIPING DAMAGED DURING

CONSTRUCTION.

9. PRIOR TO SITE DISTURBANCE, CONTRACTOR SHALL MAKE ARRANGEMENTS FOR A PRECONSTRUCTION MEETING WITH THE CITY OF SAN

DIEGO, CONSTRUCTION MANAGEMENT AND FIELD SERVICES DIVISION (858) 627-3200.

10. CONTRACTOR SHALL ONLY PERFORM SITE SURVEY AND UTILITY MARK OUT SERVICES PRIOR TO THE PRECONSTRUCTION MEETING.

11. CONTRACTOR SHALL IMPLEMENT AN EROSION CONTROL PROGRAM DURING THE PROJECT CONSTRUCTION ACTIVITIES. THE PROGRAM SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE STATE WATER RESOURCE CONTROL BOARD.

12. CONTRACTOR SHALL HAVE EMERGENCY MATERIAL AND EQUIPMENT ON HAND FOR UNFORESEEN SITUATIONS, SUCH AS DAMAGE TO UNDERGROUND WATER, SEWER, AND STORM DRAIN FACILITIES WHERE FLOW MAY GENERATE EROSION AND SEDIMENT POLLUTION.

13. MANHOLES AND PULL BOX COVER SHALL BE LABELED WITH NAME OF COMPANY.

14. AS-BUILT DRAWINGS MUST BE SUBMITTED TO THE RESIDENT ENGINEER PRIOR TO ACCEPTANCE OF THIS PROJECT BY THE CITY OF SAN

DIEGO.

15. CONTRACTOR SHALL PROVIDE RED-LINES DRAWINGS IN ACCORDANCE WITH 2-5.4 OF THE WHITEBOOK, "RED-LINES AND RECORD

DOCUMENTS."

16. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 1 FOOT VERTICAL SEPARATION TO ALL UTILITIES UNLESS OTHERWISE SPECIFIED ON THE

PLANS.

17. CONTRACTOR SHALL REMOVE AND REPLACE ALL UTILITY BOXES SERVING AS HANDHOLES THAT ARE NOT IN "AS-NEW" CONDITION IN PROPOSED SIDEWALK, DAMAGED BOXES, OR THOSE THAT ARE NOT IN COMPLIANCE WITH CURRENT CODE SHALL BE REMOVED AND REPLACED WITH NEW BOXES, INCLUDING WATER, SEWER, TRAFFIC SIGNALS, STREET LIGHTS, DRY UTILITIES-SDG&E, COX, ETC. ALL NEW METAL LIDS SHALL BE SLIP RESISTANT AND INSTALLED FLUSH WITH PROPOSED SIDEWALK GRADE. IF A SLIP RESISTANT METAL LID IS NOT

COMMERCIALLY AVAILABLE FOR THAT USE, NEW BOXES AND LIDS SHALL BE INSTALLED.

18. CONTRACTOR SHALL INSTALL CITY APPROVED TEMPORARY VIDEO OR RADAR DETECTION WHEN EXISTING TRAFFIC SIGNAL DETECTION SYSTEMS ARE DAMAGED, DISABLED, OR BECOME INEFFECTIVE DUE TO CONSTRUCTION ACTIVITIES FOR A PERIOD OF GIVE (5) OR MORE DAYS, SATISFACTORY TO THE CITY ENGINEER. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY TRAFFIC SIGNAL DETECTION EQUIPMENT AND RESTORE/INSTALL A CITY APPROVED PERMANENT VEHICLE DETECTION SYSTEM UPON COMPLETION OF

CONSTRUCTION, SATISFACTORY TO THE CITY ENGINEER.

19. PRIOR TO CONSTRUCTION, SURVEY MONUMENTS (HORIZONTAL AND VERTICAL) THAT ARE LOCATED IN THE CONSTRUCTION AREA SHALL

BE TIED-OUT AND REFERENCED BY A LAND SURVEYOR.

20. UPON COMPLETION OF CONSTRUCTION, ALL DESTROYED SURVEY MONUMENTS ARE REQUIRED TO BE REPLACED, AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE PREPARED AND FILED WITH THE COUNTY SURVEYOR AS REQUIRED BY THE PROFESSIONAL LAND SURVEYOR ACT, SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA.

(R

EV

/1

3/

THE PERMITTEE SHALL BE RESPONSIBLE FOR THE COST OF REPLACING ALL SURVEY MONUMENTS DESTROYED BY CONSTRUCTION. IF A VERTICAL CONTROL MONUMENT IS TO BE DISTURBED OR DESTROYED, THE CITY OF SAN DIEGO FIELD SURVEY SECTION SHALL BE NOTIFIED IN WRITING AT LEAST 7 DAYS PRIOR TO DEMOLITION/CONSTRUCTION.

THE TYPE OF CONSTRUCTION WILL NOT AFFECT ANY SURVEY MONUMENTS (THIS LINE IS FOR PROJECTS

THAT ARE PROPOSING NO DEMOLITION, TRENCHING, ASSOCIATED WITH A CIP, ETC)

PRIOR TO PERMIT ISSUANCE, THE PERMITTEE SHALL RETAIN THE SERVICE OF A PROFESSIONAL LAND SURVEYOR OR CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING WHO WILL BE RESPONSIBLE FOR MONUMENT PRESERVATION AND SHALL PROVIDE A CORNER RECORD OR RECORD OF SURVEY TO THE COUNTY SURVEYOR AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS ACT, IF APPLICABLE. (SECTION 8771 OF THE BUSINESS AND

PROFESSIONS CODE OF THE STATE OF CALIFORNIA)

I HAVE INSPECTED THE SITE AND DETERMINED THAT:

NO SURVEY MONUMENTS WERE FOUND WITHIN THE LIMITS OF WORK

SURVEY MONUMENTS EXISTING IN OR NEAR LIMITS OF WORK WILL BE PROTECTED IN PLACE

SURVEY MONUMENTS HAVE BEEN TIED OUT AND A FINAL OR PARCEL MAP WILL BE FILED

(NO CORNER RECORD OR RECORD OF SURVEY WILL BE REQUIRED)

OTHER AGENCY SURVEY MONUMENT (CORNER RECORD OR RECORD OF SURVEY MAY NOT BE REQUIRED).

AGENCY HAS BEEN NOTIFIED OF POSSIBLE MONUMENT DESTRUCTION AND A LETTER PROVIDED TO CITY A PRE-CONSTRUCTION CORNER RECORD (OR RECORD OF SURVEY) FOR SURVEY MONUMENTS FOUND

WITHIN THE LIMITS OF WORK HAS BEEN FILED.

CORNER RECORD #_____________ OR RECORD OF SURVEY #_____________

POST CONSTRUCTION CORNER RECORD (AS-BUILT ITEM)

POST CONSTRUCTION CORNER RECORD FOR SURVEY MONUMENTS DESTROYED DURING CONSTRUCTION

AND REPLACED AFTER CONSTRUCTION.

CORNER RECORD #_____________ OR RECORD OF SURVEY #_____________

DOCUMENT NO. DESCRIPTION

PWPI010119-03 CITY OF SAN DIEGO STANDARD DRAWINGS FOR

PUBLIC WORKS CONSTRUCTION, 2018 EDITION

PWPI030119-06 CALIFORNIA DEPARTMENT OF

TRANSPORTATION U.S CUSTOMARY STANDARD

PLANS, 2018 EDITION

DOCUMENT NO. DESCRIPTION

PWPI010119-01 STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION (GREENBOOK), 2018 EDITION

PWPI010119-02 CITY OF SAN DIEGO STANDARD SPECIFICATIONS

FOR PUBLICWORKS CONSTRUCTION (WHITEBOOK),

2018 EDITION

PWPI010119-04 CITYWIDE COMPUTER AIDED DESIGN AND

DRAFTING (CADD) STANDARDS, 2018 EDITION

PWPI030119-08 CALIFORNIA DEPARTMENT OF TRANSPORTATION

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

(REVISION 4), 2014 EDITION

PWPI030119-05 CALIFORNIA DEPARTMENT OF TRANSPORTATION

U.S CUSTOMARY STANDARD SPECIFICATIONS,

2018 EDITION

LORI HODEN, RA

US DEPARTMENT OF VETERANS AFFAIRS

OFFICE OF CONSTRUCTION & FACILITIES

MANAGEMENT

425 I STREET, NW WASHINGTON DC 20001

BRUSHING FOR NOBEL DRIVE EXTENSION AND

INTERSTATE 805 INTERCHANGE

28183-D

5795 NOBEL DRIVE, SAN DIEGO,

CA 92122

THE BENCH MARK USED FOR THIS MAP IS A BRASS PLUG AT THE NORTH

EAST INTERSECTION OF MIRAMAR ROAD AND MIRAMAR PLACE AS

PUBLISHED IN THE CITY OF SAN DIEGO VERTICAL CONTROL BOOK.

ELEV=402.161 (NGVD29) INDEX NO. 2600-17153.

POR. LOTS 78 & 79 OF MAP 330, POR. LOTS 1 & 8 OF MAP 704, POR. GOV.

LOTS 2, 3 & 4 OF SEC. 10, 15S R 3W, SAN BERNARDINO BASE MERIDIAN

343-020-69, -040-27, -252-14, -252-15, -260-21, 345-020-06

NO SCALE

NAME DATE

NAME P.L.S./R.C.E. NO. XXXXXX EXP. XX-XX-XXXX DATE

NAME P.L.S. / R.C.E. NO. XXXXX EXP. XX-XX-XX DATE

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS

AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SAN DIEGO

IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY

RESPONSIBILITIES FOR PROJECT DESIGN.

NAME EXP. 06-30-20 DATE

IMPROVEMENT STANDARD DWGS. SYMBOL

ITEM STANDARD DWGS. SYMBOL

THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE

ACCORDING TO THESE PLANS AND THE SPECIFICATIONS AND

STANDARD DRAWINGS OF THE CITY OF SAN DIEGO.

STANDARD SPECIFICATIONS:

IMPROVEMENT PLANS FOR FORT ROSECRANS

NATIONAL CEMETARY 35212-D

N

AN

E

L

G R

EE

NI

ORN I A

S IP OR

ET

R

R G E

IS

DE

LCA I

LVI I

TE OF

AT

S C

FES

F

No. C75897

O

R.C.E. NO. 75897

EMAIL= TOM.EAGLING@KIMLEY-HORN.COM

KIMLEY-HORN AND ASSOCIATES, INC.

401 B STREET, SUITE 600, SAN DIEGO, CA 92101

PHONE= 619-234-9411

06/30/2020

STORM DRAIN LINE (PRIVATE)

CONTOUR

PROPERTY LINE

LIMIT OF WORK

STORM DRAIN DIRECTION OF FLOW

GRADE BREAK

SURVEY MONUMENT. TO BE DESTROYED DURING

& REPLACED AFTER CONSTRUCTION.

LIMIT OF GRADING

FOUND MONUMENT AS DESCRIBED

TRENCH RESURFACING...............................SDG-107

CURB RAMP (PUBLIC)..................SDG-133 TYPE A

SIDEWALK (PUBLIC)...................................SDG-155

CURB & GUTTER TYPE G............................SDG-151

RIGHT OF WAY

XXXX

XXXX

FIRE HYDRANT

CONTOUR

WATER LINE

SANITARY SEWER LINE

DRIVEWAY

OIL/FUEL LINE

EASEMENT

RIGHT OF WAY

CENTER LINE

PROPERTY LINE

TITLE SHEET

SHEET INDEX

Sheet Number Sheet Title

C-001 TITLE SHEET

C-002 GENERAL NOTES

C-003 GENERAL NOTES

C-004 EXISTING & DEMO PLAN

C-005 IMPROVEMENT PLAN

C-006 EROSION CONTROL PLAN

C-007 SIGNING AND STRIPING PLAN

T01 TRAFFIC SIGNAL MODIFICATION PLAN

T-01 TRAFFIC CONTROL PLAN

NOBEL DRIVE 4 LANE MAJOR 45 MPH 23,703 ~76'

SD

THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM,

CCS83, ZONE 6, 1991.35 EPOCH, AND IS DETERMINED BY G.P.S. MEASUREMENTS

TAKEN IN SEPTEMBER 2008 AT GPS STATIONS 132 AND 138 PER ROS 14492.

I.E. N 46°08'16" E

(X.XX) EXISTING ELEVATION

EG EXISTING GRADE

EP EDGE OF PAVEMENT

EX EXISTING

FG FINISHED GRADE

FL FLOW LINE

FS FINISHED SURFACE

LP LOW POINT

SWLK SIDEWALK

TC TOP OF CURB

TYP TYPICAL

ME MATCH EXISTING

BID DOCUMENTS

CD-001

NOT F

OR C

ONSTRUCTIO

N

AREA OF PROPOSED PUBLIC IMPROVEMENTS

MIRAMAR ROAD

MIRAMAR

NATIONAL

CEMETARY

EASTGATE MALL

AVENUE OF FLAGS

EXISTING

SDG

E EASEM

ENT

EXISTING I-805

OFFRAMP

I-805

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

A/E OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

February 22, 2021Revisions: Date:

N/A ofDwg.

John Gallup & Associates, LLC

3225 Shallowford Rd NE

Suite 830

Marietta, GA 30062

770-321-4040

CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

892PC2037.23

PHASE 2 DEVELOPMENT

..\Images\Logos\Davy_Logo2.png

PW FD

BID DOCUMENT CHECK SET - NOT FOR CONSTRUCTION

THE CONTRACTOR SHALL SUBMIT A TRUCK HAUL ROUTE PLAN (11"X17") FOR APPROVAL PRIOR TO STARTING EXPORT OR IMPORT OF MATERIAL. THE PLAN SHOULD BE SUBMITTED TO THE TRAFFIC CONTROL PERMIT COUNTER, 3RD FLOOR, BOOTH 22, ENGINEERING DIVISION, DEVELOPMENT SERVICES CENTER, 1222 FIRST AVENUE, SAN DIEGO (619) 446-5150. CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT A MINIMUM OF

FIVE (5) WORKING DAYS PRIOR TO STARTING WORK.

THE REQUIRED DETECTABLE WARNING (TRUNCATED DOMES) ON CURB RAMPS ARE TO COMPLY WITH THE CITY STANDARDS (SDG 130) AND SPECIFICATIONS. A 12" X 12" (MIN) SAMPLE OF THE DETECTABLE WARNING, THE PRODUCTS' TEST REPORT, AND A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS MUST BE SUBMITTED TO THE DESIGNATED CITY RESIDENT ENGINEER FOR REVIEW PRIOR TO INSTALLATION.

FAILURE TO COMPLY WITH THE STANDARDS, SPECIFICATIONS, AND SAMPLE SUBMITTAL REVIEW PROCESS WILL RESULT IN THE REMOVAL OR REPLACEMENT OF THE DETECTABLE WARNING AND/OR CURB RAMP(S) AT

CONTRACTOR AND/OR OWNER'S EXPENSE.

1. ALL STREET LIGHT LUMINAIRES SHALL CONFORM TO THE CITY OF SAN DIEGO:

a. STREET DESIGN MANUAL, MARCH 2017 (https://www.sandiego.gov/sites/default/files/street_design_manual_march_2017-final.pdf)

b. STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, 2018 (https://www.sandiego.gov/sites/default/files/standard_drawings_2018_edition_effective_january_1_2019_2.pdf)

c. APPROVED MATERIALS LIST, JUNE 2016 (https://www.sandiego.gov/sites/default/files/approved_materials_list_-_lighting.pdf)

2. ALL STREET LIGHTING SHALL BE BROAD SPECTRUM LIGHT SOURCES NO GREATER THAN 4000K CORRELATED COLOR TEMPERATURE (CCT), EXCEPT FOR AREAS WITHIN A 35 MILE RADIUS OF MT.

PALOMAR OBSERVATORY, WHICH ARE DESIGNATED FOR A MAXIMUM OF 3000K CCT PER COUNCIL

RESOLUTION 306251.

3. STREET LIGHTING SHALL BE EQUIPPED WITH ADAPTIVE CONTROL NODES WHEREVER POSSIBLE.

4. MID-BLOCK STREET LIGHTING WITH FULLY SHIELDED LUMINAIRES SHALL BE PROVIDED AT INTERVALS SET

FORTH IN THE STREET DESIGN MANUAL.

5. NON-SIGNALIZED INTERSECTION STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 4-1

OF THE STREET DESIGN MANUAL.

6. STREET LIGHT SCHEDULE

** LOCATION REFERENCE FOR MID-BLOCK STREET LIGHTS: DISTANCE TO CENTERLINE OF NEAREST

CROSS STREET.

*** TYPE OF WORK: NEW (N), UPGRADE (U), AND RELOCATE (R).

7. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL ELECTRICAL WORK.

8. IMPROVEMENT PLANS SHALL SHOW AND LABEL ALL EXISTING AND PROPOSED STREET LIGHTS, PULL

BOXES, AND SERVICE POINTS IN THE PROJECT VICINITY.

9. ALL NEW STREET LIGHTS SHALL HAVE A PULL BOX ADJACENT TO THE POLE.

10. THE CONTRACTOR INSTALLING THE STREET LIGHTING DISTRIBUTION SYSTEM SHALL NOTIFY THE CITY

FIELD ENGINEER AT (858) 627-3200 A MINIMUM OF THREE (3) DAYS PRIOR TO STARTING WORK. ALSO, A PRE-CONSTRUCTION MEETING WILL BE REQUIRED WITH THE CITY ELECTRICAL INSPECTOR (RE) TO

REVIEW THE LIGHTING REQUIREMENTS.

11. THE CONTRACTOR SHALL REPAIR AND/OR REPAINT EXISTING STREET LIGHTS IN THE CITY CENTRE TO THE

SATISFACTION OF THE CITY ENGINEER.

12. THE CITY ELECTRICAL INSPECTOR (RE) SHALL VERIFY ALL STREET LIGHTS ARE FUNCTIONAL BEFORE

SIGNING THE PERMIT OFF.

13. SUPPLEMENTAL AND SPECIAL ORNAMENTAL STREET LIGHTING SHALL BE INCLUDED IN A SPECIAL STREET LIGHTING ASSESSMENT DISTRICT OR MAINTENANCE ASSESSMENT DISTRICT (MAD), AND SHALL BE DESIGNATED WITH AN ASTERISK NEXT TO THE STREET LIGHT NUMBER. THE DEVELOPER/APPLICANT SHALL ESTABLISH A MAD FUND PRIOR TO APPROVAL OF IMPROVEMENT PLANS. INQUIRIES CAN BE DIRECTED TO THE PARK & RECREATION DEPARTMENT, OPEN SPACE DIVISION AT (619) 685-1350.

14. ALL PRIVATE STREET LIGHTS SHALL HAVE A SEPARATE SERVICE POINT AND SHALL NOT BE CONNECTED

TO CITY CIRCUITS.

15. PRIVATE STREET LIGHTS SHOWN ON THESE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY.

PROPOSED PRIVATE STREET LIGHTS SHALL BE PERMITTED AND INSPECTED UNDER A SEPARATE

ELECTRICAL PERMIT.

LOCATION REFERENCE**

STREET

LIGHT #

CORNER/

S R

TYPE OF WORK

LUMINAIRE ITEM #

XXX

ITEM #

POLE TYPE/

STREET SIDE

NOBEL DR

STREET NAME

NOTE: STREET SUBGRADE SOIL SAMPLES ARE TO BE TAKEN FOR "R" VALUE ANALYSIS BY A PRIVATE GEOTECHNICAL ENGINEERING FIRM AND UNDER THE DIRECTION OF THE RESIDENT ENGINEER. THESE ANALYSIS ARE TO BE PERFORMED BY A CERTIFIED PRIVATE GEOTECHNICAL FIRM TO DETERMINE THE PAVEMENT SECTION(S) DURING

CONSTRUCTION. A PAVEMENT SECTION LETTER WILL BE ISSUED BY THE CITY.

STREET NAME STATION LIMITS AC (IN.) PCC (IN.)CTB (IN.)

(R

EV

/1

3/

N

ALL ONSITE, PRIVATE IMPROVEMENTS SHOWN ON THIS DRAWING ARE FOR INFORMATION ONLY. THE CITY ENGINEER'S APPROVAL OF THIS DRAWING, IN NO WAY CONSTITUTES AN APPROVAL OF SAID PRIVATE

IMPROVEMENTS. A SEPARATE PERMIT FOR SUCH IMPROVEMENTS MAY BE REQURIED.

GENERAL NOTES

1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE FOLLOWING

MANUALS:

DESCRIPTION EDITION DOCUMENT NO.

STANDARD SPECIFICATIONS FOR PUBLIC 2018 PWPI010119-01

WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION

CITY OF SAN DIEGO STANDARD DRAWINGS

FOR PUBLIC WORKS CONSTRUCTION, 2018 EDITION 2018 PWPI010119-03

CALIFORNIA DEPARTMENT OF TRANSPORTATION 2018 PWPI030119-07

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(REVISION 3), 2014 EDITION

3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER PRIOR TO INSTALLATION

AND/OR REMOVAL.

4. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKINGS AND LEGENDS BY SANDBLASTING AND/OR GRINDING WITH THE SEAL. ANY DEBRIS SHALL BE PROMPTLY REMOVED BY THE

CONTRACTOR.

5. SIGN POSTS SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH A BREAKAWAY BASE PER

CITY OF SAN DIEGO STANDARD DRAWING SDM-104.

6. ALL RAISED MEDIAN NOSES SHALL BE PAINTED YELLOW.

7. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN.

8. MARKED CROSSWALKS SHALL HAVE AN INSIDE DIMENSION OF 10 FEET UNLESS INDICATED OTHERWISE.

9. ALL LIMIT LINES/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT WITHIN BIKE

LANES) SHALL BE THERMOPLASTIC.

10. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT (858) 495-4742 A MINIMUM OF FIVE (5)

WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING.

1. VALIDATION: THE TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK DATES AND WORK HOURS ARE APPROVED. THE CONTRACTOR SHALL SUBMIT TWO (2) REDUCED COPIES OF TRAFFIC CONTROL PLANS (11"X17") TO THE TRAFFIC CONTROL PERMIT COUNTER, 3RD FLOOR DEVELOPMENT SERVICES CENTER, 1222 FIRST AVENUE, SAN DIEGO. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO STARTING WORK, AND A MINIMUM OF FIVE (5) DAYS IF WORK WILL AFFECT A BUS STOP OR AN EXISTING TRAFFIC SIGNAL, OR IF WORK WILL REQUIRE

A ROAD OR ALLEY CLOSURE.

2. CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT (858) 495-4742 A MINIMUM OF FIVE (5) WORKING DAYS

PRIOR TO ANY CONSTRUCTION WORK AFFECTING TRAFFIC SIGNALS.

3. STANDARDS: THE TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF EACH OF THE

FOLLOWING MANUALS:

DESCRIPTION EDITION DOCUMENT NO.

STANDARD SPECIFICATIONS FOR PUBLIC 2018 PWPI010119-01

WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION

CITY OF SAN DIEGO STANDARD DRAWINGS 2018 PWPI010119-03

FOR PUBLIC WORKS CONSTRUCTION, 2018 EDITION

CALIFORNIA DEPARTMENT OF TRANSPORTATION 2018 PWPI030119-07

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(REVISION 3), 2014 EDITION

4. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO ANY EXCAVATION, CONSTRUCTION, OR TRAFFIC CONTROL AFFECTING THE AGENCIES LISTED BELOW:

FIRE DEPARTMENT DISPATCH (STREET OR ALLEY CLOSURE) (858) 573-1300

POLICE DEPARTMENT DISPATCH (STREET OR ALLEY CLOSURE) (858) 495-7800

ENVIRONMENTAL SERVICES (REFUSE COLLECTION) (858) 492-5060

STREET DIVISION (TRAFFIC SIGNALS) (619) 527-7500

METROPOLITAN TRANSIT SYSTEM (MTS) (BUS STOPS) (619) 238-0100 EXT. 6451

METROPOLITAN TRANSIT SYSTEM (MTS) (TAXI ZONES) (619) 235-2644

METROPOLITAN TRANSIT SYSTEM (MTS) (TROLLEY LINES) (619) 595-4930

UNDERGROUND SERVICE ALERT (ANY EXCAVATION) (800) 422-4133

U.S. NAVY (32ND ST NAVAL STATION) (619) 556-1319

SAN DIEGO COUNTY REGIONAL AIRPORT AUTHORITY (619) 400-2880

THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND TENANTS A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CLOSURE OF DRIVEWAYS. THE CONTRACTOR SHALL POST SIGNS NOTIFYING THE PUBLIC A MINIMUM OF FIVE (5) WORKING

DAYS PRIOR TO CLOSURE OF STREETS.

THE CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGEMENT & FIELD SERVICES DIVISION AT (858) 627-3200 AND ARRANGE FOR INSPECTION A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO STARTING ANY WORK INVOLVING NIGHTTIME

OR WEEKEND HOURS.

5. POSTING PARKING RESTRICTIONS: THE CONTRACTOR SHALL POST TOW-AWAY/NO PARKING SIGNS TWENTY-FOUR (24) HOURS IN ADVANCE OF PARKING REMOVAL. SIGNS SHALL INDICATE SPECIFIC DAYS, DATES AND TIMES OF RESTRICTIONS.

PARKING METERS SHALL BE BAGGED WHERE APPLICABLE.

6. EXCAVATIONS: EXCEPT WHEN OTHERWISE SHOWN ON THE PLANS, ALL TRENCHES SHALL BE BACKFILLED OR TRENCH-PLATED AT THE END OF EACH WORKDAY. AN ASPHALT RAMP SHALL BE PLACED AROUND EACH TRENCH PLATE TO PREVENT THE PLATE FROM BEING DISLODGED. CONTRACTOR SHALL MONITOR TRENCH PLATES DURING NON-WORKING HOURS TO ENSURE THAT THEY DO NOT BECOME DISLODGED. UPON COMPLETION OF EXCAVATION BACKFILL, THE CONTRACTOR SHALL PROVIDE A SATISFACTORY SURFACE FOR TRAFFIC. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, THE CONTRACTOR SHALL MAINTAIN ALL TRAVEL LANES, BIKE LANES, AND PEDESTRIAN

WALKWAYS IN THE RIGHT-OF-WAY EXCEPT WHEN OTHERWISE SHOWN ON THE PLANS.

7. COVERED PEDESTRIAN WALKWAY: THE CONTRACTOR SHALL CONTACT CITY RESIDENT ENGINEER AT (619) 627-3200 FOR INSPECTION OF ANY COVERED PEDESTRIAN WALKWAY DURING CONSTRUCTION OF SUCH WALKWAY.

8. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING

IMPROVEMENT.

9. PROVISION OF TEMPORARY TRAFFIC SIGNAL DETECTION: THE CONTRACTOR SHALL INSTALL CITY APPROVED TEMPORARY VIDEO OR RADAR DETECTION WHEN EXISTING TRAFFIC SIGNAL DETECTION SYSTEMS ARE DAMAGED, DISABLED, OR BECOME INEFFECTIVE DUE TO CONSTRUCTION ACTIVITIES FOR A PERIOD OF FIVE (5) OR MORE DAYS, SATISFACTORY TO THE CITY ENGINEER. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY TRAFFIC SIGNAL DETECTION EQUIPMENT AND RESTORE/INSTALL A CITY APPROVED PERMANENT VEHICLE DETECTION SYSTEM

UPON COMPLETION OF CONSTRUCTION, SATISFACTORY TO THE CITY ENGINEER.

10. CHANGE IN WORK: THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION AND TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL BE DOCUMENTED AND

SUPERSEDE THESE PLANS.

PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY EROSION AND SEDIMENT CONTROLSHALL BE INSTALLED BY

THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW:

1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO “LAND DEVELOPMENT MANUAL, STORM WATER

STANDARDS" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED

GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BMP'S AND, IF APPLICABLE, THE STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) FOR POST CONSTRUCTION

TREATMENT CONTROL BMP'S.

2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLETS. INLET PROTECTION IN THE PUBLIC RIGHT OF WAY MAY BE TEMPORARILY REMOVED WHERE IT IS PRONE TO FLOODING PRIOR TO A RAIN

EVENT AND REINSTALLED AFTER RAIN IS OVER.

3. ALL CONSTRUCTION BMPS SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IS IMMINENT.

4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE CONTRACTOR OR QUALIFIED PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL MEASURES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER QUALITY MEASURES AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, CIVIL

PENALTIES AND/OR STOP WORK NOTICES.

6. THE CONTRACTOR OR QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT, DEBRIS AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO CONSTRUCTION

VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.

7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER CONSTRUCTION RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT ARE ACCEPTABLE TO THE ENGINEER AND AS INDICATED IN THE SWPPP/WPCP

8. THE CONTRACTOR OR QUALIFIED PERSON SHALL CLEAR DEBRIS, SILT AND MUD FROM ALL DITCHES AND

SWALES PRIOR TO AND AFTER EACH RAIN EVENT.

9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THE DISCHARGE. AS SOON AS PRACTICAL, ANY AND ALL WASTE MATERIAL, SEDIMENT AND DEBRIS FROM EACH NON STORM WATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN CONVEYANCE SYSTEM AND

PROPERLY DISPOSED OF BY THE CONTRACTOR.

10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID

DEPLOYMENT OF CONSTRUCTION BMPS WHEN RAIN IS IMMINENT.

11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO

WORKING ORDER YEAR ROUND.

12. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES DUE TO

GRADING INACTIVITY OR UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER AND

SEDIMENT-LADEN DISCHARGES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT

PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.

14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT CONTROL FOR INTERIM CONDITIONS SHALL BE

PROPERLY DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE RESIDENT ENGINEER.

15. UPON NOTIFICATION BY THE RESIDENT ENGINEER, THE CONTRACTOR SHALL ARRANGE FOR MEETINGS DURING OCTOBER 1ST TO APRIL 30TH FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER AND THE RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER

BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACTIVITIES.

16. THE CONTRACTOR SHALL CONDUCT VISUAL INSPECTIONS DAILY AND MAINTAIN ALL BMPS AS NEEDED.

VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL

MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS.

17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXIT AREA SHALL BE ON LEVEL, STABILIZED GROUND. THE ENTRANCE AND EXIT AREA SHALL BE CONSTRUCTED BY OVERLAYING THE STABILIZED ACCESS AREA WITH 3 TO 6” DIAMETER STONES. THE AREA SHALL BE MINIMUM 50' LONG X 30' WIDE. IN LIEU OF STONE COVERED AREA, THE CONTRACTOR MAY CONSTRUCT RUMBLE RACKS OF STEEL PANELS WITH RIDGES MINIMUM 20' LONG X 30' WIDE CAPABLE OF PREVENTING THE MIGRATION OF

CONSTRUCTION MATERIALS INTO THE TRAVELED WAYS.

18. PERFORMANCE STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING WATER POLLUTION CONTROL MEASURES BASED ON PERFORMANCE STANDARDS. PERFORMANCE STANDARDS SHALL

INCLUDE:

A. NON-STORM WATER DISCHARGES FROM THE SITE SHALL NOT OCCUR TO THE MEP3. STORM WATER

DISCHARGES SHALL BE FREE OF POLLUTANTS INCLUDING SEDIMENT TO THE MEP.

B. EROSION SHALL BE CONTROLLED BY ACCEPTABLE BMPS TO THE MEP. IF RILLS AND GULLIES APPEAR THEY SHALL BE REPAIRED AND ADDITIONAL BMPS INSTALLED TO PREVENT A REOCCURRENCE OF EROSION.

C. AN INACTIVE AREA SHALL BE PROTECTED TO PREVENT POLLUTANT DISCHARGES. A SITE OR PORTIONS OF A SITE SHALL BE CONSIDERED INACTIVE WHEN CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD

OF 14 OR MORE CONSECUTIVE DAYS.

19. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR UNPAVED, AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS SHALL BE CONSTRUCTED PER DETAILS. EARTHEN DIKES MAY NOT BE USED AS

VELOCITY CHECK DAMS.

STREET GRADE CHECK DAM INTERVAL

LESS THAN 2% TO 4% 100 FEET

4% TO 10% 50 FEET

OVER 10% 25 FEET

20. THE CONTRACTOR SHALL DESIGNATE STAGING AREA(S) FOR CONSTRUCTION MATERIAL STORAGE.

AT THE COMPLETION OF THE WORK SHOWN, THE FOLLOWING PLAN SHALL BE FOLLOWED TO ENSURE WATER QUALITY CONTROL IS MAINTAINED

FOR THE LIFE OF THE PROJECT:

1. STABILIZATION: ALL PLANTED SLOPES AND OTHER VEGETATED AREAS SHALL BE INSPECTED PRIOR TO OCTOBER 1 OF EACH YEAR AND AFTER MAJOR RAINFALL EVENTS (MORE THAN 12 INCH) AND REPAIRED AN REPLANTED AS NEEDED UNTIL A NOTICE OF TERMINATION (NOT) IS FILLED.

2. STRUCTURAL PRACTICES: DESILTING BASINS, DIVERSION DITCHES, DOWNDRAINS, INLETS, OUTLET PROTECTION MEASURES, AND OTHER PERMANENT WATER QUALITY AND SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED PRIOR TO OCTOBER 1ST OF EACH YEAR AND AFTER MAJOR RAINFALL EVENTS (MORE THAN 12 INCH). REPAIRS AND REPLACEMENTS SHALL BE MADE AS NEEDED AND RECORDED IN THE

MAINTENANCE LOG IN PERPETUITY.

3. OPERATION AND MAINTENANCE, FUNDING: POST-CONSTRUCTION MANAGEMENT MEASURES ARE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE TRANSFER OF RESPECTIVE SITES TO HOME BUILDERS, INDIVIDUAL OWNERS, HOMEOWNERS ASSOCIATIONS, SCHOOL DISTRICTS, OR LOCAL AGENCIES AND/OR GOVERNMENTS AT THAT TIME, THE NEW OWNERS SHALL ASSUME RESPONSIBILITY FOR THEIR RESPECTIVE PORTIONS OF THE

DEVELOPMENT.

NOBEL DR CL

STA: 12+06.23,

OFF: 50.28' RT

BID DOCUMENTS

CD-002

NOT F

OR C

ONSTRUCTIO

N

MIRAMAR

NATIONAL

CEMETERY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

A/E OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

February 22, 2021Revisions: Date:

N/A ofDwg.

John Gallup & Associates, LLC

3225 Shallowford Rd NE

Suite 830

Marietta, GA 30062

770-321-4040

CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT

Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122

892PC2037.23

PHASE 2 DEVELOPMENT

..\Images\Logos\Davy_Logo2.png

PW FD

BID DOCUMENT CHECK SET - NOT FOR CONSTRUCTION

PRIVATE ENGINEER'S CIVIL CONSTRUCTION NOTES

1. STANDARDS AND PLANS:

ALL CONSTRUCTION AND PLANS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE CITY OF SAN DIEGO, STANDARD SPECIFICATIONS AND DETAILS, WITH THESE PLANS, THE PROJECT SPECIFICATIONS, AND

UNLESS SHOWN OR SPECIFIED OTHERWISE, WITH THE LATEST EDITIONS OF THE

STATE (“CALTRANS”) STANDARD SPECIFICATIONS AND STANDARD PLANS, SIGN SPECIFICATION SHEETS AND

TRAFFIC MANUAL.

IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE ENGINEER'S

INTERPRETATION OR CORRECTION THEREOF SHALL BE CONCLUSIVE.

WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT

ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.

THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE

PREPARER OF THESE PLANS.

2. EXISTING UTILITIES AND COORDINATION OF WORK:

THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY, THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. KIMLEY-HORN AND ASSOCIATES, INC., HEREINAFTER DESIGNATED AS THE ENGINEER, ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR

UTILITIES WHICH ARE NOT SHOWN ON THESE DRAWINGS.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES INVOLVED AND REQUESTING A VISUAL VERIFICATION OF THE LOCATIONS OF THEIR UNDERGROUND FACILITIES.

THE ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR OF THE SCHEDULED TIME AND PLACE OF SUCH

VISUAL VERIFICATION TO ENABLE SAID FIRM TO HAVE A REPRESENTATIVE PRESENT.

THE CITY IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL PROGRAM. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF U.S.A. 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER 1-800-227-2600.

3. CONFLICTS:

THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PERFORMING ANY CORRECTIVE ACTION REQUIRED DUE TO UNFORESEEN CONFLICTS IN THE IMPROVEMENT PLANS OR DUE TO POSSIBLE STAKING ERRORS. THE ENGINEER ASSUMES NO LIABILITY FOR THE COST OR DESIGN OF ANY MODIFICATION PERFORMED WITHOUT

SUCH NOTIFICATION, AND ALSO ASSUMES NO LIABILITY FOR STAKING PROVIDED BY OTHERS.

4. CONTROL POINTS AND SURVEY MONUMENTS:

CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE CRITICAL TO

THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT A

PRE-CONSTRUCTION CONFERENCE BETWEEN REPRESENTATIVES OF THE ENGINEER AND THE CONTRACTOR.

THE CONTROL POINTS WILL BE CLEARLY…