Cities Index.
Agenda packet

San Luis Obispo City Council
March 7, 2023

Document
Agenda packet
Meeting
March 7, 2023
Body
San Luis Obispo City Council
Pages
403
Original file
59.1 MB
Text extracted from the city's file for reading and search. Open the original on pub-slocity.escribemeetings.com. That file is the official record.

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 MEINECKE - SEE PREVIOUS SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
BROAD | MEINECKE (NW)
1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADE

PROPOSED GRADE
BROAD

MEINECKE CURB RETURNS
C-4.10
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 112 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
BROAD | MURRAY (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

MURRAY - SEE NEXT SHEET
BROAD

MURRAY CURB RETURNS
C-4.11
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 113 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
BROAD | MURRAY (E)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

MURRAY - SEE PREVIOUS SHEET

MURRAY - SEE NEXT SHEET
BROAD

MURRAY CURB RETURNS
C-4.12
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 114 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

MURRAY - SEE PREVIOUS SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
BROAD | MURRAY (SE) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
BROAD

MURRAY CURB RETURNS
C-4.13
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 115 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
BROAD | MURRAY (W) 5 151" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE
BROAD

MURRAY CURB RETURNS
C-4.14
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 116 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
BROAD | MISSION (NE) 5 151" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

MISSION - SEE NEXT SHEET BROAD

BROAD CURB RETURNS
C-4.15
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 117 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1"=5'
5 15
BROAD | MISSION (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADE

PROPOSED GRADE

MISSION - SEE PREVIOUS SHEET
BROAD

BROAD CURB RETURNS
C-4.16
SKY
BLM
SKY

RAMP EXCEPTION
DATE: 11/11/22
EXPIRES: 9/30/23

Page 118 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
MISSION | ALMOND (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

MISSION
ALMOND

ALMOND CURB RETURN
C-4.17
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 119 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
MISSION BULBOUT 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

MISSION

MISSION CURB RETURNS
C-4.18
SKY
BLM
SKY

CONTINUED
54'
DATE: 11/11/22
EXPIRES: 9/30/23

Page 120 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
CHORRO | MISSION (NW)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET

MISSION

MISSION CURB RETURNS
C-4.19
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 121 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 0 10 feet
1" = 5'
CHORRO | MISSION (NE) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET MISSION - SEE NEXT SHEET

MISSION CURB RETURNS
C-4.20
SKY
BLM
SKY
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036

EXISTING GRADE

FLOWLINE

TOP OF CURB
DATE: 11/11/22
EXPIRES: 9/30/23

Page 122 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | MISSION (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

MISSION - SEE PREVIOUS SHEET

MISSION CURB RETURNS
C-4.21
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 123 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | MISSION (SW) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET

MISSION

MISSION CURB RETURNS
C-4.22
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 124 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | VENABLE (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

VENABLE - SEE NEXT SHEET
CHORRO

VENABLE CURB RETURNS
C-4.23
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 125 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | VENABLE (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADE

PROPOSED GRADE

VENABLE - SEE PREVIOUS SHEET
CHORRO

VENABLE CURB RETURNS
C-4.24
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 126 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
CHORRO | CENTER (NW)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
CENTER

CENTER CURB RETURNS
C-4.25
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 127 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | CENTER (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET

CENTER - SEE NEXT SHEET

CENTER CURB RETURNS
C-4.26
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 128 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | CENTER (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

CENTER - SEE PREVIOUS SHEET

CENTER CURB RETURNS
C-4.27
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 129 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" =5'
5 15
CHORRO | CENTER (SW)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET
CENTER

CENTER CURB RETURNS
C-4.28
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 130 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | MOUNTAIN VIEW (NW) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET MOUNTAIN VIEW

MOUNTAIN VIEW CURB RETURNS
C-4.29
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 131 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
CHORRO | MOUNTAIN VIEW (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET

MOUNTAIN VIEW - SEE NEXT SHEET

MOUNTAIN VIEW CURB RETURNS
C-4.30
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 132 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CHORRO
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15

MOUNTAIN VIEW - SEE PREVIOUS SHEET

MOUNTAIN VIEW CURB RETURNS
C-4.31
SKY
BLM
SKY
CHORRO | MOUNTAIN VIEW (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
DATE: 11/11/22
EXPIRES: 9/30/23

Page 133 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
CHORRO | MOUNTAIN VIEW (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

MOUNTAIN VIEW CURB RETURNS
C-4.32
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 134 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | MOUNTAIN VIEW (SW) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET

MOUNTAIN VIEW

MOUNTAIN VIEW CURB RETURNS
C-4.33
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 135 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
CHORRO | LINCOLN (NW)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET

LINCOLN

LINCOLN CURB RETURNS
C-4.34
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 136 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | LINCOLN (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET

LINCOLN - SEE NEXT SHEET

LINCOLN CURB RETURNS
C-4.35
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 137 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | LINCOLN (SE) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

LINCOLN - SEE PREVIOUS SHEET

LINCOLN CURB RETURNS
C-4.36
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 138 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | LINCOLN (SW) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET

LINCOLN

LINCOLN CURB RETURNS
C-4.37
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 139 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15
WALNUT
CHORRO

WALNUT CURB RETURNS
C-4.38
SKY
BLM
SKY
CHORRO | WALNUT (N)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
DATE: 11/11/22
EXPIRES: 9/30/23

Page 140 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY

EXISTING GRADEPROPOSED GRADE
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
CHORRO | WALNUT (N)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

WALNUT CURB RETURNS
C-4.39
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 141 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CHORRO
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15

WALNUT - SEE PREVIOUS SHEET

WALNUT CURB RETURNS
C-4.40
SKY
BLM
SKY
CHORRO | WALNUT (S)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
DATE: 11/11/22
EXPIRES: 9/30/23

Page 142 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.

RESTORE LANDSCAPING IN KIND WITH EXISTING TYPICAL WHERE TRIMMING IS

EXISTING GRADEPROPOSED GRADE
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036 CHORRO | WALNUT (S)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

WALNUT CURB RETURNS
C-4.41
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 143 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

PEACH - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | PEACH (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
CHORRO

PEACH CURB RETURNS
C-4.42
SKY
BLM
SKY

REMOVE EXISTING VEGETATION

AS NEEDED WITHIN ROW
DATE: 11/11/22
EXPIRES: 9/30/23

Page 144 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | PEACH (SE) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

PEACH - SEE PREVIOUS SHEET

CHORRO - SEE NEXT SHEET

PEACH CURB RETURNS
C-4.43
SKY
BLM
SKY

REMOVE EXISTING VEGETATION

AS NEEDED WITHIN ROW

RELOCATE EXISTING LANDSCAPE

METER AND SERVICE LINES
DATE: 11/11/22
EXPIRES: 9/30/23

Page 145 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

PEACH - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | PEACH (SW)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

CHORRO - SEE PREVIOUS SHEET

PEACH CURB RETURNS
C-4.44
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 146 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | PEACH (NW) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

PEACH - SEE PREVIOUS SHEET
CHORRO

PEACH CURB RETURNS
C-4.45
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 147 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
CHORRO | MILL (NW) 5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
MILL

MILL CURB RETURNS
C-4.46
SKY
BLM
SKY
DATE: 11/11/22
EXPIRES: 9/30/23

Page 148 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | MILL (SW)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET

MILL - SEE NEXT SHEET

MILL CURB RETURNS
C-4.47
SKY
BLM
SKY

PROTECT AND PRESERVEEXISTING UNDERDRAIN
DATE: 11/11/22
EXPIRES: 9/30/23

Page 149 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 EXISTING GRADEPROPOSED GRADE

CHORRO - SEE NEXT SHEET
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | MILL (SE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

MILL - SEE PREVIOUS SHEET

MILL CURB RETURNS
C-4.48
SKY
BLM
SKY

Page 150 of 403 ends

NOTES

1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON

TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY

FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.

2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.

4. ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADING

ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,

AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING GEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.6. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.7. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8. REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FOR REQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9. REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FOR APPROXIMATE CUT AND FILL DATA.

10. ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCE WITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11. LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETED PRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12. RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING IS NECESSARY.

PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.

PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.

SITE PREPARATION KEY NOTES
REMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANS STD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASIN INLET FILTER, OR APPROVED EQUAL.

REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER. 123456123456789
10 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | MILL (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE

EXISTING GRADEPROPOSED GRADE

CHORRO - SEE PREVIOUS SHEET MILL

MILL CURB RETURNS
C-4.49
SKY
BLM
SKY

RAMP EXCEPTION
DATE: 11/11/22
EXPIRES: 9/30/23

Page 151 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036
NOTE: MARKINGS SHALL BE MELT-DOWN

THERMOPLASTIC SHEETS (ENNIS FLINT OR
CITY-APPROVED EQUIVALENT PRODUCT).

WHITE ARROW WITH 1.5"

BLACK BORDER

2.5" YELLOW CIRCLE, BLACK

BACKGROUND WITH WHITE PED
SYMBOL

2.5" GREEN

CIRCLE, BLACK

BACKGROUND

WITH WHITE BIKE
SYMBOL
16"
40"
18"
7"
22"
30" 30" 6"

CIVIL DETAILS

BIKE BUFFER F NOT TO SCALE
TRAVEL 6" WHITE Typ.

CL

EDGE OF PAVEMENT
5'

DIRECTION OF TRAVEL

WHITE SHARROW

GREEN BIKE LANE COATING

PER SPECIAL PROVISIONS
9'3'
3'3"

GREENBACK SHARROW C NOT TO SCALE

BIKE BUFFER AT DRIVEWAY H NOT TO SCALE
45°, 10 O.C. (U.O.N.) DIRECTION OF TRAVEL

DRIVEWAY
6" WHITE

WHITE TYPE IV LEFT TURN ARROW
PER CALTRANS STD. AT HALF SIZE

WHITE BIKE LANE SYMBOL WITHOUT
PERSON PER CALTRANS STD.

GREEN BIKE LANE COATING PER
PROJECT SPECIAL PROVISIONS U.O.N.
8' U.O.N.
10' U.O.N.

LEFT-TURN BIKE BOX D NOT TO SCALE BIKE/PED DIRECTIONAL SYMBOLS E NOT TO SCALE 4"
10"
GREEN AREA = 230 SQFT
WHITE MARKINGS = 45.5 SQFT

GREEN WAY SYMBOL B NOT TO SCALE
NOTE: (1) GREEN WAY STENCIL FURNISHED BY CITY
8"
8"

ZICLA ZEBRA G NOT TO SCALE
C-5.1
6'

ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS
SIZE: ZEBRA9, COLOR: WHITE

BIKE BUFFER

PER DETAIL F

GREENWAY SIGN A NOT TO SCALE
24"x36" SIGN,
BACKGROUND:GREEN, LEGEND:WHITE

CITY WILL PROVIDE GRAPHIC FILES
BACKGROUND:GREENLEGEND & BORDER:WHITERIGHT ARROW PLAQUELEFT ARROW PLAQUEDOUBLE ARROW PLAQUE 24'
6"
24"
36"

BIKE BUFFERPER DETAIL F

CONCRETE

MEDIAN PERDETAIL J
10'

WIDTH VARIES
PER PLAN 10'

BIKE LANE WIDTH

VARIES PER PLAN
2' 6'
6" WHITE Typ.

GREEN AREA = 20 SQFT
WHITE MARKINGS = 5.92 SQFT
8" GRID

GREENBACK CHEVRON I NOT TO SCALE
GENERAL NOTES:

A. Green bike lane pavement coating shall be Methyl Methacrylate (MMA) specifically designed for application on asphalt or concrete pavements, such as Color-Safe of STREETBOND CL or approvedequal. Low-odor alternatives to MMA, such as SealMaster Safe Ride or preformed thermoplastic may be used at the discretion of the City Engineer. Pavement coating to be installed by manufacturer certifiedinstaller per manufacturer's specifications. Bike lane coating shall conform to the following Federal Highway Administration (FHWA) requirements for green bike lanes:

1. The daytime chromaticity coordinates for the color used for green colored pavement shall be as follows:

The daytime luminance factor (У) shall be at least 7, but no more than 35.

2. The nighttime chromaticity coordinates for the color used for green colored pavement shall be as follows:

Prior to installation, the contractor shall submit a color sample and manufacturer specifications indicating compliance with the FHWA requirements as indicated above. City shall receive submittals of green pavement coating and approve prior to application.

B. Specific placement and application of green bike lane markings to be determined by the City Engineer on a case-by-case basis.

CASE 1

SOLID GREEN

BIKE LANE
CASE 2

DASHED GREEN BIKE LANEEXTENSION APPROACHING

INTERSECTION RIGHT TURN

CONFLICT AREAS
CASE 3

DASHED GREEN BIKE LANEEXTENSION THROUGH

INTERSECTIONS AND

ACROSS DRIVEWAYS
Green Bike Lane
Pavement Coating,
typical
White 6" Stripe
White Bike Lane Symbol with
Person per Caltrans Standard
White 6" Stripe

ONE-WAY TWO-WAY

4.0'

8.0'

2.0'

3.0'

2.0'

3.0'
Yellow 6"
Stripe
Yellow 6" Stripe

4.0'

8.0'

GREEN BIKE LANE MARKINGSNOT TO SCALE
J
GREEN AREA = 40 SQFT
WHITE MARKINGS = 15 SQFT
GREEN AREA = 105 SQFT
WHITE MARKINGS = 18 SQFT
DATE: 11/11/22
EXPIRES: 9/30/23

Page 152 of 403 ends

7.50"
6"

1.50"
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036

CIVIL DETAILS
C-5.2
VARIES

3.0'
PER

PLAN PER
PLAN
R= 1.5' (TYP.)
30"

6.0"
44"
44"
R=0.5"
#4 REBAR AT 4'-0"
OC, 12" MIN LENGTH,

DRIVEN IN PLACE
SECTION B-B: 6" DOWELED CONCRETE CURB

EXISTING PAVEMENT
TO REMAIN, U.O.N. 6"
5"
6" CONCRETE
(CLASS 3)
4 36"
3 EXISTING

PAVEMENT TO
REMAIN, U.O.N.

SECTION A-A
#4 REBAR AT 4'-0" OC,
12" MIN LENGTH,

DRIVEN IN PLACE
4 #4 LONGITUDINAL BAR

NOTCHED CURB MEDIANNOT TO SCALE
K

SLOPE TOWARDS
GUTTER (1%-2%) 2
2 1.5" 3 1.5"
33"
5 #4 LONGITUDINAL BAR
6" CONCRETE
(CLASS 3)
MEDIAN INSTALLATION NOTES:

ON MEDIANS OVER 30' IN
LENGTH INSTALL 12" WIDE
OPENINGS AT A 45° ANGLE IN

THE DIRECTION OF SURFACE
FLOW, 10' MINIMUM FROM

NOSE END OF CURB MEDIAN
AND AT 20' SPACING.
6" CONCRETE CURB,
DOWELLED IN TO EXISTINGPAVEMENT SURFACE.

CLASS 3 CONCRETE WITH

EXPANSION JOINTS AND

WEAKENED PLANE JOINTS PER
CITY STD 4110.
#4 REBAR AT 4'-0" OC, 12" MIN.

LENGTH, DRIVEN IN PLACE
#4 LONGITUDINAL BAR

MEDIAN WORK SHALL

CONFORM TO TO THE
PROVISIONS IN SECTION 73, OF

THE STANDARD
SPECIFICATIONS.
12345

PER PLAN
3'
4 AA
36"
3 EXISTING

PAVEMENT TO
REMAIN, U.O.N.

LAYOUT SECTION A-A
#4 REBAR AT 4'-0" OC,
12" MIN LENGTH,

DRIVEN IN PLACE
4 5 #4 LONGITUDINAL BAR

DIRECTION

OF TRAVEL

SLOPE TOWARDS
GUTTER (1%-2%)
R1.25'
2 2
3 GUTTER LIP
PER
PLAN

SIDEWALK

CURB FACE
6 PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"
WHITE WITH 3 YELLOW WRAP

1.5" 1.5"
33"

1.25' WIDE CONCRETE MEDIAN DETAIL

NOT TO SCALE
M
6" CONCRETE
(CLASS 3)
4 15"
3 EXISTING

PAVEMENT TO
REMAIN, U.O.N.
#4 REBAR AT 4'-0" OC,
12" MIN LENGTH,

DRIVEN IN PLACE
4 5 #4 LONGITUDINAL BAR

SLOPE TOWARDS
GUTTER (1%-2%) 2 2 3

PER PLAN

1.25'

GUTTER LIP
PER
PLAN

SIDEWALK
BB
LAYOUT

DIRECTION

OF TRAVEL

CURB FACE
R0.625
6"

SECTION B-B
12"
1 PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"
WHITE WITH 3 YELLOW WRAP

1.5" 1.5"
3' WIDE CONCRETE MEDIAN DETAIL NOT TO SCALE
L
6" 6"
DATE: 11/11/22
EXPIRES: 9/30/23

Page 153 of 403 ends

BIORETENTION SOIL MIX (BSM)

SEE LANDSCAPE PLANS

CLASS II DRAIN ROCK PER

CALTRANS SPECIFICATIONS
3:1 MAX

PROPOSED GUTTER,

FG PER PLAN

REFER TO

STRUCTURAL DETAIL
22 ON SHEET S-311

SEE LANDSCAPE PLANS FOR

PLANTING INFORMATION
6" SDR35 PVC SD CLEANOUT

WITH CAP AT FINISHED GRADE
12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL) OVERFLOW / OUTLET STRUCTURE.
6" PERFORATED SDR35 PVC

SLOPED UNDERDRAIN
(SLOPE PER PLAN)
8" HDPE STORM DRAIN
(SLOPE PER PLAN)

PUNCH THROUGHDEEPENED CURB
6"
6"
2' 2' MIN
3" MULCH
12" CURB WITH

DEEPENED FOOTING

FG PER PLAN

PROPOSED VERTICAL

CONCRETE CHECK DAM
6" PERFORATED SDR35 PVC

SLOPED UNDERDRAIN
(SLOPE PER PLAN)
12"
REFER TO STRUCTURALDETAIL 22 ON SHEET S-311
PROPOSED 18" GUTTER

FG PER PLAN

SEE LANDSCAPE PLANS FOR

PLANTING INFORMATION

BIORETENTION SOIL MIX (BSM)

SEE LANDSCAPE PLANS

CLASS II DRAIN ROCK PER

CALTRANS SPECIFICATIONS
2' 2'

PROPOSED AC PAVING

BIORETENTION SOIL MIX (BSM)

SEE LANDSCAPE PLANS

CLASS II DRAIN ROCK PER

CALTRANS SPECIFICATIONS
3:1 MAX

PROPOSED GUTTER,

FG PER PLAN

REFER TO

STRUCTURAL DETAIL
22 ON SHEET S-311

SEE LANDSCAPE PLANS FOR

PLANTING INFORMATION
6" SDR35 PVC SD CLEANOUT

WITH CAP AT FINISHED GRADE
24" MIDSTATE CONCRETE CATCH BASIN
(CB 24" x 24", OR APPROVED EQUAL)
OVERFLOW / OUTLET STRUCTURE.

ROTATE, AS NEEDED, TO FIT OUTGOING
CULVERT INTO SIDE WALL.
6" PERFORATED SDR35 PVC

SLOPED UNDERDRAIN
(SLOPE PER PLAN)
18" HDPE STORM DRAIN
(SLOPE PER PLAN)

PUNCH THROUGH DEEPENED

CURB IF NECESSARY
6"
6"
2' 2' MIN
3" MULCH

REFER TO

STRUCTURAL DETAIL
22 ON SHEET S-311

PROPOSED GUTTER,FG PER PLAN
3:1 MAX

PROPOSED VERTICAL

CONCRETE CHECK DAM
6" PERFORATED SDR35 PVC

SLOPED UNDERDRAIN
(SLOPE PER PLAN)
12"

REFER TO STRUCTURAL
DETAIL 22 ON SHEET S-311
PROPOSED 18" GUTTER

FG PER PLAN

SEE LANDSCAPE PLANS FOR

PLANTING INFORMATION

BIORETENTION SOIL MIX (BSM)

SEE LANDSCAPE PLANS

CLASS II DRAIN ROCK PER

CALTRANS SPECIFICATIONS
2' 2'

PROPOSED AC PAVING

BIORETENTION SOIL MIX (BSM)

SEE LANDSCAPE PLANS

CLASS II DRAIN ROCK PER

CALTRANS SPECIFICATIONS

FG PER PLAN

REFER TO STRUCTURAL
DETAIL 22 ON SHEET S-311

SEE LANDSCAPE PLANS FOR

PLANTING INFORMATION
6" SDR35 PVC SD CLEANOUT

WITH CAP AT FINISHED GRADE
12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)

OVERFLOW / OUTLET STRUCTURE
6" PERFORATED SDR35 PVC

SLOPED UNDERDRAIN
(SLOPE PER PLAN)
8" HDPE STORM DRAIN
(SLOPE PER PLAN)

PUNCH THROUGH DEEPENED

CURB IF NECESSARY
6"
6"
2' 2'
3" MULCH

REFER TO

STRUCTURAL DETAIL
22 ON SHEET S-311

FG PER PLAN
6" PERFORATED SDR35 PVC

SLOPED UNDERDRAIN
(SLOPE PER PLAN)
12"
REFER TO STRUCTURALDETAIL 22 ON SHEET S-311
PROPOSED 18" GUTTER

FG PER PLAN

SEE LANDSCAPE PLANS FOR

PLANTING INFORMATION

BIORETENTION SOIL MIX (BSM)

SEE LANDSCAPE PLANS

CLASS II DRAIN ROCK PER

CALTRANS SPECIFICATIONS
2' 2'

PROPOSED AC PAVING
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
12+00
1-1
C-5.2
1 C-5.2
C-5.2
2-2
12" MIDSTATE CONCRETE CATCH BASIN
(CB 12" x 12", OR APPROVED EQUAL)
234.1 TG231.5 INV
8" HDPE SD @0.5% MIN

SIDEWALK UNDERDRAIN
PER CITY STD 3420
INSTALL 3"-6" ROUNDED

DECORATIVE COBBLEENERGY DISSAPATOR,
MINIMUM DEPTH = 12"
SEE SHEET C-3.4 FOR BIKE

PATH, PROFILE, AND SECTION
2' CURB
CUT

EXISTING SDMH
RIM = 234.91
INV = 231.3
CONNECT TO EXISTING.

CONTRACTOR TO FIELD FIT,
CORE, AND SEAL AS NEEDED.
234.94 FS
234.90 FS
235.00
BSW
235.01
BSW
235.12
BSW
235.04
BSW
235.10 BSW

MATCH EXIST
235.03 TC
234.53 FL
234.50 TC/FL
234.35 TC/FL
234.83 TC
234.33 FL
235.04 FS 233.6 FG
234.3 ROCK
234.86 FS
234.96
BSW
234.82 TC234.14 FL
234.84 TC
234.12 FL
233.6 FG
234.89 TC234.04 FL

MATCH EXIST
235.10 TC
234.60 FL

MATCH EXIST
234.86 SAWCUT AP

MATCH EXIST
234.65 SAWCUT AP

MATCH EXIST
STA=11+89.44 19.0± (L)
CL_Ramona
STA=11+89.44 9.7± (L)
CL_Ramona
STA=11+89.44 25.0± (L)
CL_Ramona
STA=12+42.00 9.7± (L)
CL_Ramona
STA=12+42.01 18.9± (L)
CL_Ramona
STA=12+42.13 25.3± (L)
CL_Ramona
SD
233.9
FG
6" PERFORATED SDR35
PVC SD @0.5% MIN
234.86 TC
234.36 FL
234.92 TC
234.42 FL

SEE CONCRETE ENERGY

DISSIPATION STRUCTUREDETAIL, THIS SHEET
234.92
BSW
PROPOSED 2' CURB CUT
PROPOSED 18" CURB AND
GUTTER PER CITY STD 4030

INSTALL RIVER ROCK ENERGY
DISSAPATOR WITH 4"-8" STONE
MINIMUM DEPTH = 12"

PROPOSED WATER QUALITY

TREATMENT FACILITY

TRANSITION FROM
6" TO 0" CURB
PROPOSED 18" CURB AND
GUTTER PER CITY STD 4030
2'
6"
PROPOSED 12" CURB

CONCRETE LINED BOTTOM
6" WIDE CONCRETE WEIR, OR

STAINLESS STEEL WEIR PLATE,

OR APPROVED EQUAL

4.17'
1'
6"
(7) #4 BARS(1) #4 BAR
PROPOSED 12" CURB
PROPOSED 6" WIDE

CONCRETE WEIR, OR

STAINLESS STEEL WEIR
PLATE, OR APPROVEDEQUAL. SEE SECTION VIEW
100.00 FG

99.75 FG99.50 FG

FLOW ROCK LINED SWALE

PROPOSED SIDEWALK

UNDERDRAIN
3"-6" ROUNDED DECORATIVE
COBBLE, 6" DEEP

PROPOSED RETAINING
WALL
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
1000036

CIVIL DETAILS
C-5.3
WALNUT STORMWATER TREATMENT SECTION 5-5 NOT TO SCALE
WALNUT STORMWATER TREATMENT SECTION 6-6 NOT TO SCALE
MISSION STORMWATER TREATMENT SECTION 3-3 NOT TO SCALE
MISSION STORMWATER TREATMENT SECTION 4-4 NOT TO SCALE
RAMONA STORMWATER TREATMENT SECTION 1-1 NOT TO SCALE RAMONA STORMWATER TREATMENT SECTION 2-2 NOT TO SCALE

RAMONA BIKE PATH DRIVEWAY GRADING AND STORMWATER TREATMENT DETAIL SCALE: 1" = 5'
2' CURB CUT DETAIL

NOT TO SCALE

WEIR SECTION

NOT TO SCALE
CONCRETE ENERGY DISSIPATION STRUCTURE 1 NOT TO SCALE
DATE: 11/11/22
EXPIRES: 9/30/23

Page 154 of 403 ends

C1
CKT-5
C2C3C4
CKT-7 PWR

TIME CLOCK
DMX512 CONTROLLER
120VAC IN
24VDC POWER SUPPLY
COMM
+24VDC
COMM
+24VDC

SPARESPARESPARE

DMX-OUT
CKT-3
DMX512 SPLITTER
COMM
+24VDC
DMX-IN
DMX-OUT1
DMX-OUT2

METER PEDESTAL

FOR FUTUREFENCE LIGHT

PULL BOX PULL BOX
POLE
LIGHT
POLE
LIGHT

PULL BOX

FUTURE LED

DRIVER FOR

FENCE LIGHTS

PULL BOX
POLE
LIGHT
POLE
LIGHT

PULL BOX PULL BOX
POLE
LIGHT
POLE
LIGHT

PULL BOX PULL BOX PULL BOX PULL BOX PULL BOX
D D

FUTURE LED

DRIVER FOR

FENCE LIGHTS
D D

FUTURE LED

DRIVER FOR

FENCE LIGHTS
D

FUTURE LED

DRIVER FOR

FENCE LIGHTS
D D

FUTURE LED

DRIVER FOR

FENCE LIGHTS
D D

FUTURE LED

DRIVER FOR

FENCE LIGHTS
D
1 23
5 4
6 789
7 10 10 10 10 8
10 10 10 10 8
7 7 7 7
7 7 7 7 7
9 TYP
PC
11 CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

CERRO SAN LUIS GREENWAY
GO
GO
GO

AS NOTED
OCTOBER 21, 2022
1000036
1417-05-CU21

ELECTRICAL NOTES, LEGEND, AND SINGLE LINE DIAGRAM
E-0.1

GENERAL NOTES

1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH

CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION

AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:

A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.

2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.

3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLYLABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS

TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).

4. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISE NOTED.

5. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN.

6. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD

VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT.
(R)UCUGUON(TBR)TYPNICNLP POLEMSBMTTB(N) NEW

ABBREVIATIONS
AMPEREAMP FUSE RATINGABOVE FINISH FLOORABOVE FINISH GRADEAMPERES INTERRUPT CAPACITYAMP SWITCH RATINGBELOW FINISH GRADECIRCUIT BREAKERCIRCUITCONDUITEXISTINGELECTRICAL CONTRACTOREXHAUST FANCA. ELECTRICAL CODE(E) IN (N) LOCATION(E) TO BE (R)FIRE ALARMFIRE ALARM CONTROL PANELGROUNDING CONDUCTORGENERAL CONTRACTORGROUNDGALVANIZED RIGID STEEL

MECHANICAL CONTRACTORISOLATED GROUND

GANGED WITH SWITCH

MAIN CIRCUIT BREAKERLIGHTINGMAIN LUGS ONLY

FUTUREGROUND FAULT CKT INTERRUPTER
(E) POWER HOMERUN
POWER/COMM.

SINGLE RECEPT.DUPLEX RECEPT.DUPLEX- HALF SWITCHEDDOUBLE DUPLEXSPECIAL CONFIGURATIONDUPLEX- FLOOR OUTLETLETTER ADJACENT INDICATESFIXTURE TYPE A
RECESSED FLUOR.SURFACE FLUOR.FLUOR. STRIP UONTRACK LIGHTDIRECTIONAL FLOODEXIT LIGHT- WALLEMERGENCY FIXTUREPOLE LIGHTPOLE LIGHT- DECORATIVETANDEM-WIRED LAMPS(ARROW INDICATES DIRECTION)EXIT LIGHT- CEILINGBOLLARD FA
2 DPST

OCCUPANCY SENSOR

W/THERMAL OVERLOADDUAL LEVEL SWITCHINGSWITCHLEG DESIGNATION

P W/PILOT LIGHT

KEY OPERATED
,a
OS
K
3-WAY4-WAYDIMMERTIMER SWITCH
DT34

MCMCBMLOIG
GWS
LTG

GFIGNDGRSGFACPGC

CONDUIT STUB (W/MARKER)VERTICAL CONDUIT RUNFLEXIBLE CONNECTIONSURFACEMOUNT RACEWAY

SWITCHES

SPSTCONDUIT SEALLOW VOLTAGE LV
(E)(EXN)(EXR)(F)ECEF-#CECCKTCASBFGCB
NOTE: INTERPRET IN CONTEXT

LIGHT FIXTURES

CEILING SURFACEMOUNTWALL SURFACEMOUNTRECESSED DOWNLIGHTRECESSED WALLWASH LEGEND

PENDANT MOUNT NEW POWER HOMERUN
(3 HOTS & NEUT SHOWN)EXISTING TO REMAIN

CONDUIT/WIRE

ISOLATED GROUND
E
NEW

AFFAFGAICA

UNDERGROUND AF

PHONE/DATA COMBO OUTLET

GFI GROUND FAULT CIRCUIT INTERRUPT
* MOUNTED ABOVE COUNTER
* MOUNTED ABOVE COUNTER
C.O. CONDUIT ONLY

PV PHOTOVOLTAIC

J JUNCTION BOX
MAIN SWITCHBOARDNOT IN CONTRACTNIGHT LIGHTRELOCATE(D)TO BE REMOVEDTYPICALUNDERCABINETUNDERGROUNDVOLT AMPERESWATT, WIREWEATHERPROOF (NEMA 3R)UNLESS OTHERWISE NOTEDMAIN TELEPHONE TERMINAL BOARD

FUSIBLE SWITCH
Ø

GROUNDPHASE

TELEPHONE OUTLETDATA OUTLETSAFETY DISCONNECTTELEVISION OUTLET

MISCELLANEOUS

CIRCUIT BREAKER

T THERMOSTAT
MOTOR
TV

V VOLTWPVAW

SINGLE LINE DIAGRAM NOTES
'MP' METER PEDESTAL
100A, 120/240, 1PH, 3W, NEMA 3R
TC
100A
2P
G
#6
20A
1P

CHORRO UNDERPASS SINGLE LINE DIAGRAM

REFERENCE NOTES

1. 3" C.O. FOR PG&E SECONDARY. ROUTE EXISTING
WOOD POLE. CONFIRM WITH PG&E HANDOUT
PACKAGE.

2. METER PEDESTAL. 316 STAINLESS STREET.

MYERS MEUG32-S OR EQUAL. PROVIDE WITHPHOTOCELL AND PHOTOCELL WINDOW.

3. 4 CIRCUIT ASTRONOMIC TIME CLOCK AND
LIGHTING CONTACTOR. INTERMATIC ET2845CP.

4. FENCE BACK LIGHTING 24VDC POWER SUPPLY
AND CONTROLLER WITH DMX COLOR CONTROL.

FRESCO PART # FCS-7-DMX.

5. #3-1/2 PULL BOX PER CITY STANDARDS.

6. 2"C - 2#10 THWN & 1#10 GND

7. 2"C.O. WITH PULL ROPE.

8. 1"C - 1.5PR#16 TSP FOR BACKLIGHT DMX SIGNAL &
1PR#16 FOR 24VDC POWER TO DPI BOX

9. 1"C - SPARE (PULL ROPE ONLY)

10. IRRIGATION CONTROLLER PER LANDSCAPE
PLANS

11. 2"C FOR IRRIGATION CONTROL CABLES PER SITE
PLAN.

12. SEE WIRING BLOCK DIAGRAM FROM ADDITIONAL
CONDUIT DETAILS.

13. 3/4"C - 2#12 THWN & 1 #12 GND.

X
1 INSTALL PERMANENT LABELS AT ALL NEW

AND MODIFIED SWITCHBOARDS,

DISTRIBUTION AND BRANCH PANELBOARDS
AND DISCONNECT SWITCHES.

MAXIMUM AVAILABLE

FAULT CURRENT
XX.XXXKAIC
DATE: M/D/YR
ACTUAL

CALCULATED FAULTCURRENT

ACTUAL DATE OF

FAULT CURRENT

CALCULATION

1. PER NEC 110.24 AND 110.21 PROVIDE LABELS ON

ELECTRICAL SERVICE EQUIPMENT INDICATING MAXIMUM

AVAILABLE FAULT CURRENT AND DATE OF FAULT CURRENT
CALCULATION. REFER TO LABELING DETAILS, THIS SHEET.

2. PER NEC 110.16 AND 110.21 PROVIDE LABELS AND
MARKINGS ON ELECTRICAL DISTRIBUTION EQUIPMENT (I.E.

SWITCHBOARDS, PANELBOARDS) INDICATING POTENTIAL
ARC FLASH HAZARDS. REFER TO LABELING DETAILS, THIS
SHEET.

ARC FLASH LABEL NOTES
N
#6
GFI RECEPT.
2 20A
1P
PS/LC
15A1P
20A
1P
POLE
LIGHTS
FUTURE
FENCE
LIGHTS
3 4
5 5
8 5
6 76
IC
11 10
- ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISE NOTED.- EXPOSED CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BURIED CONDUIT MAY BE SCHEDULE 80 PVC AS ALLOWED BY CEC.- ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN.
- ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).- PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE BEEN MADE FOR DESEGREGATION OF THE ELECTRICAL CIRCUITS. THE OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT. 7 87 6
15A1P
99 12

CHORRO UNDERPASS LIGHTING CONTROL BLOCK DIAGRAM
A
D

REFERENCE NOTES

1. 4 CIRCUIT ASTRONOMIC TIME CLOCK AND LIGHTING CONTACTOR. INTERMATIC ET2845CP.

2. FENCE BACK LIGHTING 24VDC, 20W POWER SUPPLY.

3. DMX512 CONTROLLER WITH COLOR CONTROL. FRESCO PART # FCS-7-DMX.

4. CAT6 ETHERNET CABLE. 300VAC RATED INSULATION.

5. DPI512 4-WAY SPLITTER. HYDREL PART # DPI4WHYD.

6. #3-1/2 PULL BOX PER CITY STANDARDS. TYPICAL.

7. 2"C - 2#10 THWN & 1#10 GND

8. 2"C.O. WITH PULL ROPE.

9. (2)1"C - FOR FUTURE BACKLIGHT DMX SIGNAL AND SPARE. PROVIDE PULL ROPE IN EACH.

10. 2"C & (2)1"C SPARE CONDUITS WITH PULL ROPES.11. PROVIDE PHOTO CELL IN PHOTOCELL WINDOW OF METER PEDESTAL.

X
13 NORTH CHORRO GREENWAY
NOVEMBER 11, 2022

Page 155 of 403 ends

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
STOP
W
3/4"C - 2#12 THWN & 1#12 GND

IRRIGATION

CONTROLLER PER

LANDSCAPE PLANS
(E) METER PEDESTAL. USE EXISTING
20A/1P BREAKER LABELED
"IRRIGATION" TO FEED NEW
IRRIGATION CONTROLLER. USE
EXISTING 20A/1P "SPARE" BREAKER
TO FEED PATHWAY LIGHTS. RE-LABEL
AS "PATH LIGHTING".
(E) PULL BOX AND 2"C CONDUIT.

ROUTE NEW CIRCUITS THROUGHPULL BOX AND SPARE CONDUIT.

NEW PATHWAY LIGHTS PER CITY
STANDARD 7905. TYPICAL OF 6.
2"C - 2#10 THWN & 1#10 GND.
2"C - SPARE (PULL ROPE ONLY).

TYPICAL.

A
-
SD
SD
SD
SD

SD SD SD SD SD SD SD SD

SD SD SD
PP
WM
EB
EB
STOP
A
-

NEW PATHWAY LIGHTS PER CITY
STANDARD 7905.

NEW PATHWAY LIGHTS PER CITY
STANDARD 7905.
2"C - 2#10 THWN & 1#10 GND.
2"C - SPARE (PULL ROPE ONLY).

TYPICAL.
24" MIN

TRACER WIRE

WARNING

TRACER TAPE
2" CONDUIT POLE
LIGHTS
2" SPARE CONDUIT
2" MIN 2" MIN
11" MIN

REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040

FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

CERRO SAN LUIS GREENWAY
GO
GO
GO

AS NOTED
OCTOBER 21, 2022
1000036
1417-05-CU21

ELECTRICAL PLANS - BIKE PATH
E-1.1
NORTH
SCALE:

BIKE PATH
1"=20'-0"

MATCHLINE - SEE SHEET RIGHT

MATCHLINE - SEE SHEET LEFT
NORTH
SCALE:

BIKE PATH
1"=20'-0"

LIGHTING CIRCUIT TRENCH DETAIL

NOT TO SCALE
A
-

NORTH CHORRO GREENWAY
NOVEMBER 11, 2022

Page 156 of 403 ends

SD
SD
SD
WV WV
WV
WM
SD
STOP
METER PEDESTAL. FOUNDATION AND
ANCHOR PER CITY STANDARD 7510.

INSTALL IN CITY R.O.W

IRRIGATION CONTROLLER
PER LANDSCAPE PLANS.
3"C.O. FOR PG&E SECONDARY. TRENCH

ALONG BUFFER AREA UNLESS

ADDITIONAL CLEARANCE IS REQUIRED
TO AVOID EXISTING UTILITIES.

STUB CONDUIT UP AT EXISTING PG&E

POLE WITH TRANSFORMER FOR NEW
SERVICE RISER.
#3-1/2 PULL BOX
(TYP)
#3-1/2 PULL BOX (TYP)

NEW LIGHTS PER CITY STANDARD
7905. PLACE CENTER OF NEW POLE
FOUNDATION APPROXIMATELY 36"

BEHIND NEW CURB
TYPICAL OF 4.

NEW LIGHTS PER CITY STANDARD 7905. SUBSTITUTE
WITH 16FT POLE AND BOTTOM OF LUMINAIRE

MOUNTED AT APPROXIMATELY THE SAME ELEVATION
AS THE BOTTOM OF THE OVERPASS (~12-13FT POLE
ASSUMED). VERIFY IN FIELD BEFORE ORDERING.

PLACE CENTER OF NEW POLE AS CLOSE TO BACK OF
NEW HIGH CURB AS PRACTICAL.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY). (2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - FOR IRRIGATION CABLES PER
LANDSCAPE PLANS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY). (2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.

B
-
A
-
C
-
~25'±
~25'±
~25'±
~25'±
1"C FOR FUTURE DMX

SIGNAL CABLE

BETWEEN FUTURE LED
DRIVERS. TYPICAL.

ALL SPARE CONDUITS

SHALL STUB OUT AT

BACK OF NEW CURB
APPROXIMATELY 6"
ABOVE GRADE. CAP
CONDUITS.

CONTRACTOR TO ROUTE CONDUITS EITHER

IN FRONT OF EXISTING FREEWAY SUPPORT

PILLARS AND NEW CURB OR BEHIND BASED
ON FIELD CONDITIONS. TYPICAL.
2"C - FOR IRRIGATION CONTROL WIRES.

TRACER WIRE

WARNING

TRACER TAPE
3" PG&E SECONDARY
CONDUIT. REFER TO PG&E

GREENBOOK FOR

ADDITIONAL REQUIREMENTS
2" MIN
7" MIN

REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040

FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
30" MIN*
3FT BELOW CROSSING
UTILITIES OR 7FT,

WHICHEVER IS
DEEPER 30" MIN TRACER WIRE

WARNING

TRACER TAPE
1" CONDUITS FOR FUTURE

FENCE LIGHTING
2" CONDUIT FOR POLE
LIGHTS
2" SPARE CONDUIT
2" MIN 2" MIN
11" MIN
2" MIN

REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040

FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
2" CONDUIT FOR IRRIGATION
WIRES. WHERE OCCURRING.
18" MIN
30" MIN*
3FT BELOW

CROSSING UTILITIES
OR 7FT, WHICHEVER

IS DEEPER

TRACER WIRE

WARNING

TRACER TAPE
1" CONDUITS FOR FUTURE

FENCE LIGHTING
2" CONDUIT FOR POLE
LIGHTS
2" SPARE CONDUIT
2" MIN 2" MIN
14' MIN
2" MIN

REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040

FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
2" IRRIGATION VALVE

CONTROL CONDUIT

BACKFILL TRENCH PER CITY
STANDARD 6035
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

CERRO SAN LUIS GREENWAY
GO
GO
GO

AS NOTED
OCTOBER 21, 2022
1000036
1417-05-CU21

ELECTRICAL PLAN - CHORRO UNDERPASS
E-1.2
NORTH
SCALE:

CHORRO UNDERPASS
1"=20'-0"

SECONDARY TRENCH DETAIL

NOT TO SCALE
B
-

LIGHTING CIRCUIT TRENCH DETAIL

NOT TO SCALE
A
-

CHORRO CROSSING TRENCH DETAIL

NOT TO SCALE
C
-

GENERAL NOTE
A. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION. MOST UTILITIES ARE NOT SHOWN INCLUDING. OTHER UTILITIES SUCH AS SEWER, WATER, CATV, TELEPHONE, FIBER, AND POWER ARE LOCATED WITHIN THE PROJECT AREA. CONTRACTOR SHALL LOCATE EXISTINGUTILITIES PRIOR TO STARTING WORK, CONTRACTOR SHALL ADJUST ROUTING TO AVOIDEXISTING UTILITIES AND MAINTAIN CLEARANCES PER MOST RESTRICTIVE UTILITY STANDARDS/REQUIREMENTS.

B. LATERALS ARE NOT SHOWN ON PLANS. LOCATING LATERALS IS THE RESPONSIBILITY OF THE

CONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BE REPAIRED IMMEDIATELY AND AT NO COST TO THE CITY.

C. ALL SPARE CONDUITS SHALL HAVE NUMBERED PULL ROPE INSTALLED.

D. DEPTH OF CONDUITS ARE SHOWN AS MINIMUMS. IN ORDER TO AVOID OTHER UTILITY

CROSSINGS THAT THE DEPTH OF TRENCH MAY NEED TO BE INCREASED TO PROVIDE SUFFICIENT CLEARANCE BELOW EXISTING UTILITIES AS DIRECTED BY THE ENGINEER.

PROVIDE 36" BELOW CROSSING UTILITIES

NORTH CHORRO GREENWAY
NOVEMBER 11, 2022

Page 157 of 403 ends

SYMBOL MANUFACTURER/MODEL ARC PSI RADIUS
HUNTER MP STRIP PROS-12-PRS40-CV-F LST LCS 40 5'x15'HUNTER MP STRIP PROS-12-PRS40-CV-F RST RCS 40 5'x15'HUNTER MP1000 PROS-12-PRS40-CV-F M 90-210 40 14'HUNTER MP1000 PROS-12-PRS40-CV-F O 360 40 14'HUNTER MP2000 PROS-12-PRS40-CV-F K 90-210 40 19' RAIN BIRD RWS-B-C 1401 360 40 3'

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-100-LC
WIDE FLOW DRIP CONTROL KIT, FOR LIGHTCOMMERCIAL USES. 1" PEB VALVE, WITH 1" PRESSURE REGULATING 40PSI BASKET FILTER. 0.3-20 GPM.

PIPE TRANSITION POINT ABOVE GRADEPIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING

AREA TO RECEIVE DRIP EMITTERS

RAIN BIRD XB-PC

SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0
GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A
SELF-PIERCING BARB INLET X BARB OUTLET.

Emitter Notes:

0.5 GPH emitters (2 assigned to each 5 gal plant)0.5 GPH emitters (2 assigned to each 1 gal plant)

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD PESBR-PRS-D

ELECTRIC REMOTE CONTROL VALVE FOR RECLAIMED

WATER APPLICATIONS WITH SCRUBBER MECHANISM
AND PRESSURE REGULATOR.

RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.

MATCO-NORCA 759C
BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECEBODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLIDBRASS BALL, THREADED, WITH PTFE SEATS. C X C. SAME SIZE AS MAINLINE PIPE.SUPERIOR 3100 1"

NORMALLY OPEN DESIGN, SOLID BRASS
CONSTRUCTION, ELECTRIC.

FEBCO 825Y LF 3/4"

REDUCED PRESSURE BACKFLOW PREVENTER
CALSENSE CONTROLLER (CITY STANDARD DETAIL #8520)

PEDESTAL ENCLOSURE MOUNTED INSTALLATION
CS3-8-S/CS3-GR-BUNDLE-2/FM 1UCALSENSE CONTROLLER (CITY STANDARD DETAIL #8520)

PEDESTAL ENCLOSURE MOUNTED INSTALLATION
CS3-8-S/CS3-GR-BUNDLE-2/FM 1UCALSENSE TEE INSERTED FLOW SENSORWATER METER 3/4" (CITY STANDARD DETAIL #6210) EXISTING CITY SERVICE
MAIN, NEW METER REQUIRED. INSTALL 3/4" WATER METERWITH 1" SERVICE LATERALWATER METER 3/4" (CITY STANDARD DETAIL #6210) CITY`S POTABLE WATER
SERVICE. INSTALL 3/4" WATER METER WITH 1" SERVICE

LATERAL
IRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40PIPE SLEEVE: SLEEVES SHALL BE TWO TIMES LARGER INDIAMETER THAN WATER SUPPLY LINE. EXTEND SLEEVES 18

INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION
L
R
MV
BF
C1C2
M
#"
#
Valve NumberValve SizeValve Flow
Valve Callout
#

IRRIGATION NOTES IRRIGATION SCHEDULE

1. CONTRACTOR SHALL SLEEVE ALL LATERALS AND MAINLINES RUNNING UNDER PAVING. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES MINIMUM 18INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION.

2. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION.

MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES.

3. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR.

4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.

5. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST ISTO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.

6. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD

CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.

7. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, PLANT MATERIAL SPACING, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THATMIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER.

8. CONTRACTOR SHALL ADJUST HEADS AS NEEDED TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AREAS.

9. WIRE BETWEEN CONTROLLER AND VALVES TO BE COLOR STRANDED AND NOT A 2-WIRE SYSTEM.

10. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.12. PROVIDE PVC SHUTOFF VALVE FOR EACH VALVE.13. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK.

14. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PER THE OWNER. ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES, AND ADJUSTING ARC PATTERNS TO ATTAIN 65% EFFICIENT UNIFORMITY AS REQUIRED BY THE OWNER.

15. CONTRACTOR SHALL SLEEVE ALL PIPE CROSSINGS UNDER HARDSCAPE. ALL SLEEVES UNDER PAVING SHALL RECEIVE IDENTIFYING MARK ON TOP OF HARDSCAPE AT EDGE OF PLANTER TO INDICATE LOCATION OF SLEEVE. EXTEND ALL SLEEVES 18" BEYOND EDGE OF HARDSCAPE, TYP.

16. ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES SHALL BE LOCATED IN PLANTING AREAS 18" MIN. AWAY FROM ADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDING ENTRIES.

17. EXTRA VALVE WIRES SHALL BE PROVIDED FOR EACH VALVE STATION NOT USED ON PROPOSED. CONTROLLER. UNLESS OTHERWISE NOTED ON PLANS, VALVE WIRES SHALL BE EXTENDED AND LOCATED IN TWO (2) VALVE BOXES EACH LOCATED AT POLAR OPPOSITE ENDS OF THE PROJECT SITE.

18. FOR ALL DRIP AREAS: CONTRACTOR TO INSTALL AIR RELIEF VALVES, OPERATION INDICATORS AND FLUSH VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

19. FOR LANDSCAPE AREAS TO RECEIVE IRRIGATION, CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLY OPERATIONAL.

20. TREES NOT SERVICED BY IRRIGATION TO RECEIVE TEMPORARY TREE WATERING BAG, PER SPECIFICATIONS.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
MMMM
JC
LI001

WELO CERTIFICATION OF COMPLIANCE

THIS LANDSCAPE PLAN, WHEN INSTALLED, WILL COMPLY WITH THE COUNTY OF SAN LUIS OBISPO MUNICIPAL

CODE AND THE WATER CONSERVATION MANDATE 'WATER EFFICIENT LANDSCAPE ORDINANCE' (WELO)

PREPARED IN ACCORDANCE WITH THE WATER EFFICIENT LANDSCAPE WORK SHEETS APPENDEX A AND APPENDEX B. THE WUCOLS VALUES WERE GIVEN IN THE PLANT APPENDICES LOCATED IN THE RICE RANCH

SPECIFIC PLAN DESIGN GUIDELINES AND ARE USED TO DETERMINE PF (PLANT FACTOR) VALUE IN THE CALCULATION IN THE CONSTRUCTION DOCUMENT PHASE.

THE WATER CONSERVATION METHOD FOR THE NEW LANDSCAPE PLANT MATERIAL WILL HAVE A LOW TO LOW/MED PF (PLANT FACTOR) RATING AND THE ETWU (ESTIMATED TOTAL WATER USE) PER YEAR IS ESTIMATED TOBE WITH IN THE MAXIMUM ALLOWABLE WATER ALLOCATION (MAWA) WHICH WILL BE CALCULATED FOR THEPROJECT. ADDITIONALLY, A 'SMART CONTROLLER' WITH A CLIMATE CONTROL WEATHER STATION WILL BE USED

TO MONITOR THE IRRIGATION WATER AND PRO-RATE DAILY WATER CONSUMPTION TO THE MINIMUM REQUIREMENTS FOR EACH HYDROZONES. ALL TREES WILL BE IRRIGATED ON SEPARATES SYSTEMS SO THAT ONCE ESTABLISHED, WATER CAN BE REGULATED IN A MORE EFFICIENT MANNER. x
MELANIE MILLS, LANDSCAPE ARCHITECT RLA NO. 5394

WATER CALCULATIONS

IRRIGATION NOTES AND SCHEDULE
11/11/2022

WATER CALCULATIONS
CONTACT CALSENSE REP: JEFF
(760) 580-9428
CONTACT CALSENSE REP: JEFF
(760) 580-9428

Page 158 of 403 ends

WAY
GREEN
GREEN
WAY
GREEN
WAY

EXISTING CONTROLLER
LOCATION. PROTECT IN
PLACE

CONTRACTOR TO TIE INTO EXISTING

TREE BUBBLER IRRIGATION VALVE
DOWNSTREAM OF VALVE ANDPROVIDE ADDITIONAL PIPING ANDBUBBLERS TO NEW TREES. MATCHBUBBLER EQUIPMENT TO EXISTING

HAND TRENCH IRRIGATION PIPING TO

AVOID EXISTING IRRIGATION & LANDSCAPE
7+85
8+00
9+00
IRRIGATION NOTES:

SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
FERRINI [7+85 - 9+05] 20 60
1" = 20' HORIZONTAL SCALE
LI101

IRRIGATION PLAN
HIGHWAY 1 / N.SANTA ROSA

HIGHLAND DRIVE

FERRINI ROAD
N.CHORRO ROAD

CALTRANS ROW
MMMM
JC
11/11/2022

Page 159 of 403 ends

^
^
^
^
^
^
11+00 12+00
> > > > > > > > > >

FOOTHILL BLVD
SD

SD SD SD SD SD SD SD SD SD SD SD SD
SD
SS

SS SS SS SS SS SS S SS M
BF
MV

0.44 A3
1"
C1
LR
A1 2
1"
A1
A2 17.0
1"
A2
21+00
12+00 13+00
10+00
11+00
12+00 13+00 14+00 15+00 15+69
11+00 12+00
IRRIGATION NOTES:

SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.

UTILITIES NOTES:

1. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION.

NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH AS

CATV, TELEPHONE, FIBER, AND POWER ARE LOCATED
WITHIN THE PROJECT AREA. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING
WORK. CONTRACTOR SHALL ADJUST ROUTING TO

AVOID EXISTING UTILITIES AND MAINTAIN CLEARANCES

PER MOST RESTRICTIVE UTILITY
STANDARDS/REQUIREMENTS.

2. NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATING

LATERNALS IS THE RESPONSIBILITY OF THE CONTRACTOR

AND ANY DAMAGE TO A LATERAL MUST BE REPAIRED
IMMEDIATELY AND AT NOT COST TO THE CITY.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
20 60
BIKE PATH [10+00 - 15+32]
1" = 20' HORIZONTAL SCALE
LI102

IRRIGATION PLAN

REMOVE ALL ABANDONED IRRIGATION

LINES IN PROJECT AREA (TYPICAL)

CAP EXISTING IRRIGATION LINES AT LDSCHURCH PROPERTY LINE (TYPICAL)

IRRIGATION FOR ALL NEW TREES

LOCATED ON LDS CHURCH PROPERTYBY LDS CHURCH (TYPICAL)

REMOVE ALL ABANDONED IRRIGATIONLINES IN PROJECT AREA (TYPICAL)

FOOTHILL BLVD

RAMONA DR
PROVIDE 120VAC TO THIS LOCATION.PULL APPLICABLE VALVE WIRES TO THE CONTROLLER.

CAP ALL EXISTING IRRIGATION LINES AT LDSCHURCH PROPERTY LINE AS NEEDED (TYPICAL)

COORDINATE LOCATION OF ELECTRICAL
SLEEVE WITH ELECTRICAL SERVICE. PROVIDE
3/4" CONDUIT FOR POWER SERVICE TO
CONTROLLER.

LOCATE IRRIGATION CONTROLLER,PROVIDE GROUND MOUNT

INSTALLATION PER CITY STANDARD
DETAIL #8520.

MMMM
JC
11/11/2022

Page 160 of 403 ends

SD
SD
SD
SD
SD
X
X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X

SD SD SD SD SD
BF
MV
1 1.32
1"
4 0.50
5 7.28 1"
1"
L
L
L

7.72 2
1"
3 10.6
1"
6 12.0
1"
C2
L
L
L
27+00 28+00 29+00 30+00 31+00
10+00
IRRIGATION NOTES:

SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.

UTILITIES NOTES:

1. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION.

NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH AS

CATV, TELEPHONE, FIBER, AND POWER ARE LOCATED
WITHIN THE PROJECT AREA. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING
WORK. CONTRACTOR SHALL ADJUST ROUTING TO

AVOID EXISTING UTILITIES AND MAINTAIN CLEARANCES

PER MOST RESTRICTIVE UTILITY
STANDARDS/REQUIREMENTS.

2. NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATING

LATERNALS IS THE RESPONSIBILITY OF THE CONTRACTOR

AND ANY DAMAGE TO A LATERAL MUST BE REPAIRED
IMMEDIATELY AND AT NOT COST TO THE CITY.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
CHORRO [26+50 - 33+25] 20 60
1" = 20' HORIZONTAL SCALE
LI103

IRRIGATION PLAN
CONTRACTOR TO REPLACE EXISTING METER BOX WITH NEWMETER BOX, PROVIDE NEW M2 3/4" METER AND HOT TAPCONNECTION WITH 1" SERVICE LATERAL TO CITY MAIN PER CITY STANDARD DETAIL #6210.

COORDINATE LOCATION OF ELECTRICAL SLEEVE FOR LOW
VOLTAGE WIRE WITH ELECTRICAL SERVICE. PROVIDE 3/4" CONDUIT.

SEE CIVIL PLANS FOR IRRIGATION SLEEVE LOCATION (TYPICAL)

WALNUT ST

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

LOCATE IRRIGATION CONTROLLER ADJACENT TO ELECTRICAL

SERVICE PEDESTAL (SEE ELECTRICAL PLANS), PROVIDE GROUND MOUNT INSTALLATION PER CITY STANDARD DETAIL #8520.

CHORRO ST
MMMM
JC
11/11/2022

Page 161 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036

LANDSCAPE IRRIGATION DETAILS
LI501
SCH 80 NIPPLE (2-INCH LENGTH,
HIDDEN) AND SCH 40 ELL
24-INCH LINEAR LENGTH OF

WIRE, COILED
WATER PROOF CONNECTION (1 OF 2)
ID TAG

VALVE BOX

TOP OF MULCH

REMOTE CONTROL VALVE
PVC SCH 80 NIPPLE. SIZE PERPLAN. LENGTH AS REQUIRED.

BRICK (1 OF 4)
SCH 40 PVC ELL FITTING
PVC MAINLINE PIPEPVC SCH 40 TEE OR ELLPVC SCH 40 MALE ADAPTERPVC UNION 12" DEEP 3/4" CRUSHED AGGREGATE
BASE
NOTES:

1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.

BALL VALVE (LINE SIZED)

REMOTE CONTROL VALVE
1" = 1'-0"
2 RRM-1417.05-16
PRESSURIZED MAINLINE PVC PIPE.
3/4" CRUSHED AGGREGATE BASE.

ONE (1) CUBIC FT. MIN.

SCHEDULE 40 PVC
MALE ADAPTER.

COMMON BRICKS FOR
SUPPORT. MIN. THREE.

BALL VALVE. CENTER IN BOX
EXTENSION FOR 12" METER BOX.

SIZE AS REQUIRED.
12" ROUND METER BOX.

NOTE:PLACE AGGREGATE PRIOR TO
INSTALLATION OF VALVE BOX.

BALL VALVE
1" = 1'-0"

FINISH GRADE

VALVE BOX
1 RRM-1417.05-78

1. CONTRACTOR SHALL WIRE FLOW SENSOR TO IRRIGATION CONTROLLER MODULE.

2. FLOW SENSOR MAKE AND MODEL SHALL BE COMPATIBLE WITH IRRIGATION CONTROLLER.

3. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
1" TURF AREAS
2" SHRUB AREAS
FLOW
10 X PIPE DIA. 5 X PIPE DIA.

JUMBO PLASTIC VALVE BOX
WITH 2 - 6" EXTENSIONS &
LOCKING COVER.

BRICKS. ONE AT EACH

CORNER OF JUMBO VALVE
BOX.
12" DEEP 3 4" CRUSHED

AGGREGATE BASE
2 CONDUCTOR SHIELDED CABLES.

CONNECT TO TRANSMITTER.

FLOW SENSOR. MATCH
DIRECTION OF FLOW.

SCH 80 PVC MALE ADAPTERS,
WHEN REQUIRED (2).

WATERPROOF CONNECTORS.

FLOW

NO VALVES, REDUCERS,

OR ELBOWS IN THIS AREA

FLOW SENSOR
3/4" = 1'-0"
10" MIN.

RRM-1417.05-84
3 1 1/2" = 1'-0"

TYPICAL DRIP TUBING LAYOUT
COMPRESSION FITTING.

PLANT GRAPHICDRIPLINE EDGE.

METAL 1/2" DRIP TUBING STAKE.

SINGLE-OUTLET EMITTER WITH BARB INLET.

STAKE EMITTERS AT END OF
LINE ON 12" DRIP STAKE.

TYPICAL

COMPRESSION
FITTING.

NOTES:

A. PLACE EMITTERS 3 4 BETWEEN THE TRUNK AND OUTER DRIPLINE.

B. EVENLY SPACE EMITTERS AROUND PLANT.

C. STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER OR TRANSFER, AND AT 6'-0" MAX O.C.

D. 1/4" 'SPAGHETTI' TUBING IS NOT PERMITTED.E. SEE SCHEDULE FOR NUMBER OF EMITTERS PER PLANT. 1/2" FLEXIBLE DRIP TUBING
RRM-1417.05-85
4 1 1/2" = 1'-0"

DRIP FLUSH VALVE
10" DIAMETER VALVE BOX.

COIL 24" TO 30" OF DRIP TUBING IN THE BOX.
3 4" PVC BALL VALVE WITH SHORT
NIPPLE.
1 2" DRIP TUBING. SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL.

THE BOX SHALL REST UPON THE ROCK
BED. DO NOT EXTEND GRAVEL INTOBOX.
1 2" DRIP TUBING TO 3 4" FPT ADAPTER.
5 RRM-1417.05-86
1 1/2" = 1'-0"

QUICK COUPLING VALVE IN BOX
RRM-1417.05-87
6 PLAN
FG

NATIVE SOIL
SCH. 40 P.V.C TEE SxSxT

LATERAL LINE
SCH 80 PVC SWING JOINTTREE BACKFILL, SEE PLANTING DETAILS 3/4" WASHED CRUSHED AGGREGATE BASE

BUBBLER NOZZLE (ABOVE ROCK) ONRISER, SEE IRRIGATION LEGENDDEEP ROOT WATER SYSTEM ASSEMBLY, W/ TAMPER PROOF GRATE. PROVIDE
FILTER FABRIC SLEEVE PER MANUFACTURER.

ROOTBALL

TREE TRUNK

SECTION

LATERAL LINE
SCH 80 PVC SWING JOINT

DEEP ROOT WATER SYSTEM ASSEMBLY,
W/ TAMPER PROOF GRATE. WRAP NYLON

MESH TUBE W/ FILTER FABRIC
NOTES :

1. USE PIPE TEFLON TAPE ON
ALL PIPE THREADS. TIGHTEN

THREADS UNTIL MODERATELY
SNUG (DO NOTOVERTIGHTEN).

2. LOCATE TREE BUBBLER ON

ROOT BALL SIDE OF ROOT
CONTROL BARRIERS.

3. WHERE POSSIBLE, LOCATE

TREE BUBBLER AWAY FROM

ADJACENT HARDSCAPEAREAS TO DISCOURAGE ROOT
GROWTH UNDER PAVING.

TREE BUBBLER
3/4" = 1'-0" RRM-1417.05-88
7 MAINLINE COMBINED WITH LATERAL LINE

LATERAL LINE MAINLINE WITH CONTROL WIRE

LATERAL LINE

TRACER TAPESAND COVER

PRESSURE LINEPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OF MAINLINE. TAPE WIRE AT 10'
INTERVALS; DO NOT SECURE
TO MAINLINE.SAND BED
3 x's DIA

OF LATERAL
LINE

WATER JET BEDDING

AND BACKFILL FOR
PIPELINEINSTALLATION.

TYPICAL FOR ALL

NATURAL EARTH
BACKFILL.

LATERAL LINE

EXISTING PAVING

TRACER TAPESAND COVER

PRESSURE (MAIN)LINEPOSITION CONTROL WIRES

IN LOWER LEFT OR RIGHT

HAND QUADRANT OF
MAINLINE. TAPE WIRE AT 10'
INTERVALS; DO NOT SECURE
TO MAINLINE.SAND BED

MATCH TYPE AND GRADEOF EXISTING PAVING
3 X'S DIA. OF

MAINLINE
3 X'S DIA. OF

MAINLINE
2 SACK SLURRY BACKFILL

SAND COVER

MAINLINE IN SLEEVE, SEE

IRRIGATION PLAN FOR

SLEEVING LOCATIONS

POSITION CONTROL WIRES

IN LOWER LEFT OR RIGHT

HAND QUADRANT OF
MAINLINE. TAPE WIRE AT 10'
INTERVALS; DO NOT SECURE
TO MAINLINE.SAND BED

MAINLINE WITH CONTROL WIRE BELOW EXISTING PAVING

RECLAIMED WATER & POTABLE WATER PIPE

POTABLE WATER MAINLINE OR

LATERAL LINENON-POTABLE WATER MAINLINE

OR LATERAL LINE

SLEEVE POTABLE LINE FOR A
MIN. OF 10' BOTH WAYS
BEYOND CROSSING OFNON-POTABLE LINE.

SLEEVE NON-POTABLE LINE
FOR A MIN. OF 10' BOTH

WAYS BEYOND CROSSING OF
POTABLE LINE.

NOTES:

1. PIPE BEDDING AND BACKFILL SHALL BE

WATER JETTED TO ACHIEVE PROPER
DENSIFICATION.

2. PIPE AND CONTROL WIRE CROSSING

VECHICULAR ROADWAY SHALL BE SLEEVED

PER PLANS AND THIS DETAIL

3. ELECTRICAL SLEEVE: 3" MIN; LARGER IF
REQUIRED BY INSPECTOR.

4. IRRIGATION SLEEVE: TWO PIPE SIZES LARGER
THAN WATER PIPE SIZE.

5. SHOW ALIGNMENT OF ALL CONTROL WIRE
NOT INSTALLED WITH MAINLINE ON AS-BUILTDRAWINGS.

MAINLINE COMBINED WITH LATERAL LINE UNDER PAVEMENT

LATERAL LINE WITH SLEEVE

TRACER TAPESAND COVER

POSITION CONTROL WIRES INLOWER LEFT OR RIGHT HAND
QUADRANT OF MAINLINE.

TAPE WIRE AT 10' INTERVALS;

DO NOT SECURE TO
MAINLINE.

SAND BED

MAINLINE IN SLEEVE, SEE

IRRIGATION PLAN FOR

SLEEVING LOCATIONS
FG

CONTROL WIRE

SEPARATE FROM PIPE

TRACER TAPE
1/2" CLASS 315
P.V.C. PIPE
(NOT AN

IRRIGATIONLINE)

WIRE TAPED AT
10' O.C. TO

LOWER HALF OFPIPE

PAVING PER PLANS

BACKFILL MATERIALBACKFILL MATERIAL

BACKFILL MATERIAL

TRENCHING
1" = 1'-0"

TRACER TAPE
RRM-1417.05-89
8 MMMM
JC
11/11/2022

Page 162 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036

LANDSCAPE IRRIGATION DETAILS
LI502
PVC SCH 40 LATERAL LINE TO DRIP
TUBING, 18" LENGTH MINIMUM BEFORE
FIRST FITTING.

VALVE BOX WITH LOCKABLE LID (2" BELOW GRADE

WHEN IN PLANTER AREAS)
12" DEEP 3/4" CRUSHED

AGGREGATE BASE
COMMON BRICK, ONE AT EACHCORNER FOR SUPPORT.

FINISH GRADE

PRESSURIZED MAINLINE PIPE

INLINE WYE FILTER, SEE IRRIGATION
LEGEND FOR TYPE.

COIL 18" LENGTH OF CONTROL WIRE

AND SPLICE WITH WATER-TIGHT SPLICE
CONNECTORS.

INLINE PRESSURE REGULATORPVC UNION, LINE SIZE
1/2" = 1'-0"

DRIP ZONE CONTROL VALVE
SCHEDULE 40 PVC MALE ADAPTER
RRM-1417.05-18
2 3" = 1'-0"

DRIP AIR RELIEF VALVE IN BOX
3 4"X1"MPT ADAPTER.
1" FPTXMPT ELL.

AS SPECIFIED.AIR RELIEF VALVE
DRIPLINE OR 1/2" DRIP TUBING.
3 4"FPT X 12" DRIP
TUBING ADAPTER.

DRIP TUBING COUPLING.
6" PURPLE DRIP BOX.
12" DEEP 3/4" CRUSHED

AGGREGATE BASE

TOP OF MULCH
NOTES:

1. PLACE AGGREGATE PRIOR TO
INSTALLATION OF VALVE BOX.1/2" PVC UNION
1 RRM-1417.05-19
MMMM
JC
11/11/2022

Page 163 of 403 ends

TREES BOTANICAL NAME COMMON NAME CONT WUCOLS QTY
AESCULUS CALIFORNICA CALIFORNIA BUCKEYE 15 GAL VERY LOW 2AGONIS FLEXUOSA PEPPERMINT TREE 15 GAL LOW 8 CALLISTEMON VIMINALIS WEEPING BOTTLEBRUSH 15 GAL LOW 7
LAGERSTROEMIA INDICA `RED` CRAPE MYRTLE 15 GAL LOW 9PISTACIA CHINENSIS CHINESE PISTACHE 15 GAL LOW 22PLATANUS RACEMOSA CALIFORNIA SYCAMORE 15 GAL MODERATE 2 QUERCUS TOMENTELLA ISLAND LIVE OAK 15 GAL LOW 13

PLANT SCHEDULE

GENERAL PLANTING NOTES

1. THERE ARE TWO TYPES OF LANDSCAPE AREAS ON THESE PLANS:

1.1. BIORETENTION AREAS: RECEIVE A SPECIAL SOIL MIX AND COMPOST MULCH NOT BARK MULCH, PER PLANS AND SPECIFICATIONS.

1.2. CONVENTIONAL PLANTING AREAS: SOILS TO BE AMENDED WITH COMPOST AND MULCHED WITH BARK MULCH PER THE SPECIFICATIONS.

2. CONTRACTOR SHALL SUBMIT LABELED REPRESENTATIVE PHOTOS OF ALL PLANT MATERIAL, TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE.

PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL. INCLUDE PHOTOS OF ANY PROPOSED SUBSTITUTES, CLEARLY LABELED.

3. PLANTED AREAS SHALL BE MAINTAINED PER SPECIFICATIONS.

4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO

FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.

5. PLANTING PLANS ARE DIAGRAMMATIC AND PLANT SCHEDULE ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES.

6. ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED AND FINISHED AHEAD OF PLANTING UNLESS DESIGNATED OTHERWISE ON THE DRAWINGS.

SHRUBS BOTANICAL NAME COMMON NAME CONT WUCOLS QTY
ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL LOW 52AGAVE ATTENUATA `NOVA` BLUE FLAME AGAVE 1 GAL LOW 36 DIPLACUS AURANTIACUS STICKY MONKEYFLOWER 1 GAL VERY LOW 75ERIOGONUM CROCATUM SAFFRON BUCKWHEAT 1 GAL LOW 16ERIOGONUM FASCICULATUM 'WARRINER LYTLE' WARRINER LYTLE CALIFORNIA BUCKWHEAT 1 GAL LOW 4FESTUCA CALIFORNICA 'RIVER HOUSE BLUES' RIVER HOUSE BLUES CALIFORNIA FESCUE 1 GAL LOW 355FESTUCA MUELLERI MUELLER'S FESCUE 1 GAL LOW 306FESTUCA RUBRA 'MOLATE' MOLATE RED FESCUE 1 GAL LOW 35FRANGULA CALIFORNICA 'MOUND SAN BRUNO' MOUND SAN BRUNO COFFEEBERRY 5 GAL LOW 14 IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL LOW 12
JUNCUS PATENS `ELK BLUE` ELK BLUE CALIFORNIA GRAY RUSH 1 GAL LOW 144 LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL LOW 41LOMANDRA CONFERTIFOLIA 'POM POM' SHORTY MAT RUSH 1 GAL LOW 12LOMANDRA LONGIFOLIA 'BREEZE' TM BREEZE MAT RUSH 1 GAL LOW 51LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED RUSH 1 GAL LOW 5LOMANDRA X 'LOMLON' TM LIME TUFF DWARF MAT RUSH 1 GAL LOW 5 MISCANTHUS SINENSIS 'MORNING LIGHT' MORNING LIGHT EULALIA GRASS 5 GAL LOW 4MUHLENBERGIA DUBIA PINE MUHLY 1 GAL LOW 97MUHLENBERGIA RIGENS DEER GRASS 1 GAL LOW 55MYRICA CALIFORNICA PACIFIC WAX MYRTLE 1 GAL LOW 6 NEPETA X FAASSENII 'PURRSIAN BLUE' PURRSIAN BLUE CATMINT 1 GAL LOW 11PARTHENOCISSUS QUINQUEFOLIA VIRGINA CREEPER 1 GAL MODERATE 20PENNISETUM SPATHIOLATUM RYE PUFFS 1 GAL LOW 30PHLOMIS FRUTICOSA JERUSALEM SAGE 1 GAL LOW 10RIBES SPECIOSUM FUCHSIA FLOWERING GOOSEBERRY 1 GAL LOW 21ROSA CALIFORNICA `ELSIE` CALIFORNIA WILD ROSE 1 GAL LOW 22 SALVIA SPATHACEA HUMMINGBIRD SAGE 1 GAL LOW 55SESLERIA AUTUMNALIS `CAMPO VERDE` AUTUMN MOOR GRASS 1 GAL MODERATE 27

7. ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS.

8. ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS, AND BACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING.

9. LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. OWNER OR LANDSCAPE ARCHITECT RESERVES THE

RIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANT LAYOUT AS WORK PROGRESSES.

10. ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE NOTED.

11. TREES TO BE PLANTED WITHIN TEN (10) FEET OF HARDSCAPE, UTILITIES, WALLS, OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER.

12. SOIL SHALL BE AMENDED PURSUANT TO AN AGRONOMIC SOILS REPORT, WITH INFILTRATION RATES, PRIOR TO PLANTING.

13. REFER TO PLANTING DETAILS FOR ADDITIONAL INFORMATION.14. HEIGHT TO FIRST BRANCH ON ALL STREET TREES SHALL BE NO LESS THAN 5 FEET.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
LP001
MMMM
JC

PLANTING SCHEDULE AND NOTES
PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420 PER CITY STANDARDDETAILS #8210 & #8220
PER CITY STANDARDDETAILS #8210 & #8220
PER CITY STANDARDDETAILS #8210 & #8220
PER CITY STANDARDDETAILS #8210 & #8220
PER CITY STANDARDDETAILS #8210 & #8220
PER CITY STANDARDDETAILS #8210 & #8220
PER CITY STANDARDDETAILS #8210 & #8220
DETAIL
DETAIL
PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420 11/11/2022

Page 164 of 403 ends

WAY
GREEN
GREEN
WAY
GREEN
WAY
7+85
8+00
9+00
NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.
1 PISTACIA CHINENSIS N 2305450.5827 E 5763811.8154
2 PISTACIA CHINENSIS N 2305437.1832 E 5763790.7496
3 QUERCUS TOMENTELLA N 2305427.6409 E 5763825.5042
4 PISTACIA CHINENSIS N 2305403.8733 E 5763804.4504
5 PISTACIA CHINENSIS N 2305399.3341 E 5763827.9705
6 PISTACIA CHINENSIS N 2305376.5893 E 5763824.11317 QUERCUS TOMENTELLA N 2305360.4987 E 5763866.7444 8 PISTACIA CHINENSIS N 2305380.4443 E 5763884.2874
9 PISTACIA CHINENSIS N 2305360.3579 E 5763895.1028
10 PISTACIA CHINENSIS N 2305341.6609 E 5763884.109411 PISTACIA CHINENSIS N 2305325.4696 E 5763901.274512 PISTACIA CHINENSIS N 2305343.3025 E 5763913.874813 QUERCUS TOMENTALLA N 2305361.9701 E 5763919.004414 QUERCUS TOMENTELLA N 2305399.6802 E 5763923.296615 QUERCUS TOMENTELLA N 2305379.3538 E 5763943.674916 QUERCUS TOMENTELLA N 2305347.4450 E 5763943.052917 QUERCUS TOMENTELLA N 2305360.9060 E 5763965.520018 QUERCUS TOMENTELLA N 2305341.7601 E 5763987.664319 QUERCUS TOMENTELLA N 2305319.1605 E 5764009.3350

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" - 20'
FERRINI [7+85 - 9+05] 20 60
1" = 20' HORIZONTAL SCALE
LP101

PROPOSED TREE

COORDINATE LOCATIONS
HIGHWAY 1 / N.SANTA ROSA

HIGHLAND DRIVE

LANDSCAPE PLAN

POINT DESCRIPTION NORTHING EASTING
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036

CALTRANS ROW PROTECT EXISTING CITY IRRIGATION SYSTEM DURING CONSTRUCTION

FERRINI ROAD
N.CHORRO ROAD

CITY PROJECT SIGN,

PROTECT IN PLACE
MMMM
JC
11/11/2022

Page 165 of 403 ends

FOOTHILL BLVDSS
SS SS SS SS S SS SS SS 21+00
12+00 13+00
10+00
11+00
12+00 13+00 14+00 15+00 15+69
11+00 12+00 NOTES SEE LP001 FOR PLANTING SCHEDULE AND NOTES. SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.

BENCH

TRASH RECEPTACLE

PLANTER BOX AND PLANT PALETTE NUMBER
4B
20 PISTACIA CHINENSIS N 2303924.6434 E 5763849.466221 PISTACIA CHINENSIS N 2303923.9319 E 5763872.952822 PISTACIA CHINENSIS N 2303923.4638 E 5763896.280523 PISTACIA CHINENSIS N 2303919.2343 E 5763940.005424 LAGERSTROEMIA INDICA `RED` N 2303780.4088 E 5763908.193325 LAGERSTROEMIA INDICA `RED` N 2303759.5473 E 5763907.234026 LAGERSTROEMIA INDICA `RED` N 2303705.1542 E 5763905.114227 LAGERSTROEMIA INDICA `RED` N 2303658.1667 E 5763904.005428 LAGERSTROEMIA INDICA `RED` N 2303637.8371 E 5763904.142929 PLATANUS RACEMOSA N 2303576.4646 E 5763900.0293 30 LAGERSTROEMIA INDICA `RED` N 2303550.1528 E 5763899.180531 LAGERSTROEMIA INDICA `RED` N 2303529.8231 E 5763899.318132 LAGERSTROEMIA INDICA `RED` N 2303522.3489 E 5763875.9174

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

GRANT DEED AND ROW AGREEMENT

1. Deed Section 2 - Restoration of Grantor Property: Contractor to restore areas impacted by construction within the Temporary Easement Area located on the Church of Jesus Christ of Latter-day Saints ("Grantor") property to pre-construction condition upon completion of construction activities. This includes, but is not limited to removal of all equipment and materials; repair of any damage; and replacement of topsoil, vegetation, mulch, etc.

2. Deed Section 5.3 - Use of Easement Area: Contractor shall not carry out any activities that create nuisances or pose risks to the Grantor, including but not limited to noises, odors, light, dust, smoke, gases, light, vibration, risk of fire,explosion, or hazardous materials.

3. ROW Agreement - Section E: Contractor to reinstall the 6’ high metal security fence, or a comparable replacement fence, along Foothill Boulevard and for the length of the property line between the Grantor's property and the new Easement Area.

4. ROW Agreement - Section E: As part of the construction project, the Contractor plant eight trees within the Temporary Construction Easement located on the Grantor’s property.

5. Contractor to comply with the full requirements described in the Deed and Right of Way Agreement, which are provided as an attachment to the Bid Documents.

BIORETENTION PLANTING NOTES

1. TREES SHALL BE LOCATED AT LEAST 2.5 FEET
FROM FACE OF CURB.

2. TREES SHALL BE LOCATED AT LEAST 5 FEET

FROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TO AVOID SCOURING OF ROOT BALLS.

3. DO NOT PLANT GRASSES OR SHRUBS IN

FRONT OF CURB CUT INLETS, WHERE THEY

WILL BLOCK CONVEYANCE FROM ENTERING
BIORETENTION PLANTER.

4. BIORETENTION AREAS RECEIVE COMPOST

MULCH, NOT BARK MULCH, PER PLANS AND
SPECIFICATIONS.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STA TE OF CA LIFORNIA
5/31/23
MELA NIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
BIKE PATH [10+00 - 15+32] 20 60
1" = 20' HORIZONTAL SCALE
LP102

ALL TREES LOCATED WITHIN

CONSTRUCTION EASEMENT WILL

BE MAINTAINED AND IRRIGATEDBY LDS CHURCH

TRASH CONTAINER PER

CITY STANDARDS
DETAIL #9060

PUBLIC RIGHT OF WAYBENCH PER CITY

STANDARDS
DETAIL #9040

EXISTING TREE LOCATED

WITHIN CONSTRUCTION

EASEMENT TO PROTECT
(TYPICAL)
3 CMU PILASTER
2 METAL PICKET FENCE
LEGEND

LANDSCAPE PLAN

PROPOSED TREE

COORDINATE LOCATIONS

POINT DESCRIPTION NORTHING EASTING

PROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)

PROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)

FOOTHILL BLVD

RAMONA DR

TREES TO BE REMOVED (TYPICAL), PER CIVIL PLANS

CITY PROJECT SIGN,

PROTECT IN PLACE
MMMM
JC
11/11/2022

Page 166 of 403 ends

^
^
^
^
^
^ ^ ^ ^
^
^ ^ ^ ^
^
^^
^
^^
^
^ ^
^
^
^
>
>
>
>
^
SD
SD SD
15+00 15+69 12+00 13+00 14+00 15+00 16+00 17+00 17+86
10+00
NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.

SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.
33 AGONIS FLEXUOSA N 2303443.0612 E 5764173.927734 AGONIS FLEXUOSA N 2303442.0000 E 5764203.369335 AGONIS FLEXUOSA N 2303441.3243 E 5764231.872236 AGONIS FLEXUOSA N 2303439.7822 E 5764307.282237 AGONIS FLEXUOSA N 2303437.8692 E 5764375.1625

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

BENCH

TRASH RECEPTACLE

PLANTER BOX AND PLANT PALETTE NUMBER
4B
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1' = 20'
20 60
RAMONA [12+00 - 17+86]
1" = 20' HORIZONTAL SCALE
LP103
MMMM
JC

LANDSCAPE PLAN
5A

RAMONA DRIVE
4A 1A 5A 4A

PROPOSED TREE

COORDINATE LOCATIONS

POINT DESCRIPTION NORTHING EASTING
1A 5A 2A 5A
BROAD STPLANTER BOXES IN BIKEWAY MEDIANS, LOCATIONS AND QUANTITIES PER CIVIL PLANS. 11/11/2022
LEGEND

Page 167 of 403 ends

GREEN
WAY
SD
14+00 15+00 16+00

GREEN WAY
GREEN
WAY
GREEN
WAY
GREEN
WAY
25+00
26+00
10+00 11+00 12+00 13+00 10+00

BIORETENTION PLANTING NOTES

1. TREES SHALL BE LOCATED AT LEAST 2.5 FEET
FROM FACE OF CURB.

2. TREES SHALL BE LOCATED AT LEAST 5 FEET

FROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TO AVOID SCOURING OF ROOT BALLS.

3. DO NOT PLANT GRASSES OR SHRUBS IN

FRONT OF CURB CUT INLETS, WHERE THEY

WILL BLOCK CONVEYANCE FROM ENTERING
BIORETENTION PLANTER.

4. BIORETENTION AREAS RECEIVE COMPOST

MULCH, NOT BARK MULCH, PER PLANS AND
SPECIFICATIONS.

NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.
38 PISTACIA CHINENSIS N 2301887.7684 E 5764539.563439 CALLISTEMON VIMINALIS N 2301896.1149 E 5764602.3414 40 PISTACIA CHINENSIS N 2301903.9994 E 5764703.062741 PISTACIA CHINENSIS N 2301907.4028 E 5764728.349442 QUERCUS TOMENTELLA N 2301936.9050 E 5764891.790443 QUERCUS TOMENTELLA N 2301940.2419 E 5764920.0801

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
MISSION [10+00 - 13+75] 20 60
1" = 20' HORIZONTAL SCALE
0 40 feet
1" = 20'
20 60
MISSION [13+75 - 18+25]
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
MMMM
JC

LANDSCAPE PLAN

MISSION STREET

MISSION STREET

PROPOSED TREE

COORDINATE LOCATIONS

POINT DESCRIPTION NORTHING EASTING

BROAD STREET ALMOND STREET
11/11/2022
LP104

MATCHLINE - SEE NEXT SHEET

Page 168 of 403 ends

14+00 15+00 16+00 17+00
10+00 11+00
10+00 11+00 14+00 15+00 16+00 17+00
10+00 11+00
10+00 11+00
SD SD
SS
17+00
10+00 11+00 12+00 13+00
SD SD
SS
17+00
10+00 11+00 12+00 13+00
NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.
44 AGONIS FLEXUOSA N 2301953.9556 E 5765174.975745 AGONIS FLEXUOSA N 2301929.0204 E 5765182.699446 QUERCUS TOMENTELLA N 2301891.2227 E 5765193.992347 QUERCUS TOMENTELLA N 2301855.7710 E 5765204.482848 PISTACIA CHINENSIS N 2301477.5538 E 5765319.088349 PISTACIA CHINENSIS N 2301453.6433 E 5765326.5040 50 PISTACIA CHINENSIS N 2301415.7329 E 5765337.958851 AGONIS FLEXUOSA N 2301364.7694 E 5765353.4850 44 AGONIS FLEXUOSA N 2301953.9556 E 5765174.975745 AGONIS FLEXUOSA N 2301929.0204 E 5765182.699446 QUERCUS TOMENTELLA N 2301891.2227 E 5765193.992347 QUERCUS TOMENTELLA N 2301855.7710 E 5765204.482848 PISTACIA CHINENSIS N 2301477.5538 E 5765319.088349 PISTACIA CHINENSIS N 2301453.6433 E 5765326.5040 50 PISTACIA CHINENSIS N 2301415.7329 E 5765337.958851 AGONIS FLEXUOSA N 2301364.7694 E 5765353.4850

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

LEGEND

PLANTER BOX AND PLANT PALETTE NUMBER
4B
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
CHORRO [10+00 - 13+00] 20 60
1" = 20' HORIZONTAL SCALE
0 40 feet
1" = 20'
CHORRO [13+00 - 17+50] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
LP105
MMMM
JC

LANDSCAPE PLAN
1A 5A

MATCHLINE - SEE PREVIOUS SHEET

MATCHLINE - SEE NEXT SHEET

CHORRO STREET

CHORRO STREET
7A 6A
5A 4A 2A 5A

PROPOSED TREE

COORDINATE LOCATIONS

POINT DESCRIPTION NORTHING EASTING
3A

MISSION STREET

VENABLE STREET

CENTER STREET
PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVILPLANS.

PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVILPLANS. 11/11/2022
5A
2A 5A 4A

Page 169 of 403 ends

22+00 23+00 24+00 25+00 26+00
10+00 22+00 23+00 24+00 25+00 26+0010+00
18+00 19+00 20+00
21+00
22+00
10+00 11+00 18+00 19+00 20+00
21+00
22+00
10+00 11+00
NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.

SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.
52 CALLISTEMON VIMINALIS N 2301158.4969 E 5765415.818753 CALLISTEMON VIMINALIS N 2301108.3527 E 5765430.492454 CALLISTEMON VIMINALIS N 2301081.8205 E 5765438.679755 CALLISTEMON VIMINALIS N 2301073.4935 E 5765393.406656 PISTACIA CHINENSIS N 2301017.7432 E 5765458.283457 PISTACIA CHINENSIS N 2300876.8872 E 5765472.128658 CALLISTEMON VIMINALIS N 2300778.8972 E 5765596.487059 CALLISTEMON VIMINALIS N 2300724.0531 E 5765632.774552 CALLISTEMON VIMINALIS N 2301158.4969 E 5765415.818753 CALLISTEMON VIMINALIS N 2301108.3527 E 5765430.492454 CALLISTEMON VIMINALIS N 2301081.8205 E 5765438.679755 CALLISTEMON VIMINALIS N 2301073.4935 E 5765393.406656 PISTACIA CHINENSIS N 2301017.7432 E 5765458.283457 PISTACIA CHINENSIS N 2300876.8872 E 5765472.128658 CALLISTEMON VIMINALIS N 2300778.8972 E 5765596.487059 CALLISTEMON VIMINALIS N 2300724.0531 E 5765632.7745 LEGEND
63 LAGERSTROEMIA INDICA `RED` N 2300930.7927 E 5765533.6471

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

BENCHPLANTER BOX AND PLANT PALETTE NUMBER
4B
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
CHORRO [21+75 - 26+50] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE
0 40 feet
1" = 20'
CHORRO [17+50 - 21+75] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE PREVIOUS SHEET

MATCHLINE - SEE NEXT SHEET
LP106

LANDSCAPE PLAN
5A 6B

MOUNTAIN VIEW STREET

LINCOLN STREET
7A
5A 2A 1A
2B
4B 6B

PROPOSED TREE

COORDINATE LOCATIONS

POINT DESCRIPTION NORTHING EASTING
5A
5B
2A
1A 2A

CHORRO STREET

CHORRO STREET
PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVILPLANS.

PLANTER BOXES IN BIKEWAY MEDIANS,

LOCATIONS AND QUANTITIES PER CIVIL
PLANS.

MMMM
JC
11/11/2022

PUBLIC RIGHT OF WAY

BENCH PER CITY STANDARDS
DETAIL #9040
2B

Page 170 of 403 ends

SD
X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X
X X
X

X X X X X

X X X X

PRIVATE PARCEL
APN: 002-295-002

PRIVATE PARCEL
APN: 002-292-025

PRIVATE PARCEL
APN: 002-293-015

PRIVATE PARCEL
APN: 002-292-031
27+00 28+00 29+00 30+00 31+00 32+00
10+00
SD
X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X
X X
X

X X X X X

X X X X

PRIVATE PARCEL
APN: 002-295-002

PRIVATE PARCEL
APN: 002-292-025

PRIVATE PARCEL
APN: 002-293-015

PRIVATE PARCEL
APN: 002-292-031
27+00 28+00 29+00 30+00 31+00 32+00
10+00

BIORETENTION PLANTING NOTES

1. TREES SHALL BE LOCATED AT LEAST 2.5 FEET
FROM FACE OF CURB.

2. TREES SHALL BE LOCATED AT LEAST 5 FEET

FROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TO AVOID SCOURING OF ROOT BALLS.

3. DO NOT PLANT GRASSES OR SHRUBS IN

FRONT OF CURB CUT INLETS, WHERE THEY

WILL BLOCK CONVEYANCE FROM ENTERING
BIORETENTION PLANTER.

4. BIORETENTION AREAS RECEIVE COMPOST

MULCH, NOT BARK MULCH, PER PLANS AND
SPECIFICATIONS.

BIORETENTION PLANTING NOTES

1. TREES SHALL BE LOCATED AT LEAST 2.5 FEET
FROM FACE OF CURB.

2. TREES SHALL BE LOCATED AT LEAST 5 FEET

FROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TO AVOID SCOURING OF ROOT BALLS.

3. DO NOT PLANT GRASSES OR SHRUBS IN

FRONT OF CURB CUT INLETS, WHERE THEY

WILL BLOCK CONVEYANCE FROM ENTERING
BIORETENTION PLANTER.

4. BIORETENTION AREAS RECEIVE COMPOST

MULCH, NOT BARK MULCH, PER PLANS AND
SPECIFICATIONS.
60 PLATANUS RACEMOSA N 2300479.8982 E 5765819.916561 AESCULUS CALIFORNICA N 2300214.1416 E 5765907.438862 AESCULUS CALIFORNICA N 2300198.0370 E 5765920.4622 NOTES
SEE LP001 FOR PLANTING SCHEDULE AND NOTES.

SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOX

MODEL, SOIL SPECIFICATIONS, AND PLANT
PALETTES.

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

TREE PLANTING NOTES

1. AS PART OF TREE PLANTING, CONTRACTOR TO

CARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OF

TREE PITS, PREPARATION OF SOILS, APPLICATION OF

AMENDMENT IN PLANTING HOLE, INSTALLATION OF TREE

STAKES, INSTALLATION AND CONNECTION OF IRRIGATION

WHERE APPLICABLE, INSTALLATION OF TREE ROOT

BARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,

AND WATER-IN TREE UPON FINAL PLANTING AS
DESCRIBED ON PLANS AND IN SPECIFICATIONS.

2. WHERE PROPOSED TREES ARE LOCATED IN A PAVED OR

AGGREGATE SURFACE AREA, CONTRACTOR TO REMOVE

EXISTING PAVING TO CREATE A THREE-FOOT BY
THREE-FOOT (3' X 3') PLANTING PIT.

3. WHERE PROPOSED TREES ARE NOT LOCATED IN A NEW

AMENDED PLANTING AREA OR BIORETENTION AREA,

CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREE
PIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.

4. MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OF
TREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.

5. WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,

CONTRACTOR TO PROVIDE, INSTALL, AND FILL AT

INSTALLATION TREE WATERING BAGS, PER
SPECIFICATIONS.

6. STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTED
IN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FOR

LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING
WORK.

EXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAIN

1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVED
SHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.

2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELD BY PROJECT ARBORIST. CONTRACTOR TO PROVIDE
LANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TO
SCHEDULE ARBORIST TAGGING.

3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TO
REMAIN AS FOLLOWS:

3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'

EXISTING TREES AND SHRUBS

1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVED
SHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.

2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELD BY PROJECT ARBORIST. CONTRACTOR TO PROVIDE
LANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TO
SCHEDULE ARBORIST TAGGING.

3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TO
REMAIN AS FOLLOWS:

3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'

EXISTING TREES AND SHRUBS
LEGEND

PLANTER BOX AND PLANT PALETTE NUMBER
4B
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21

LICENSED LANDSCAPE ARCHITECT

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
0 40 feet
1" = 20'
CHORRO [26+50 - 33+25] 20 60
1" = 20' HORIZONTAL SCALE

MATCHLINE - SEE PREVIOUS SHEET
LP107

LANDSCAPE PLAN
5B 4B 6B 5B
4B 6B
4B
5B 4B
5B 4B 6B 4B 4B 6B
4B
5B
4B 5B 4B 6B
5B

REMOVE EXISTING CALTRANS

SECURITY FENCE TO TIE IN

POINT SHOWN (TYPICAL)

CHORRO STREET

REMOVE EXISTING

CALTRANS SECURITY

FENCE TO TIE ENDPOINT SHOWN (TYPICAL)

TIE INTO EXISTING CALTRANS FENCE
5B 4B 6B
4B 6B
1 HIGH CURB

PROPOSED TREE

COORDINATE LOCATIONS
1 HIGH CURB
CHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)

TIE INTO EXISTING CALTRANS FENCE

POINT DESCRIPTION NORTHING EASTING

WALNUT STREET ART FENCE MOUNTED ON HIGH CURB BETWEEN BRIDGE COLUMNS - BY OTHERS NOT IN THIS CONTRACT (TYPICAL)

EXISTING TREES - RAISE CROWN PER NOTES (TYPICAL)
PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVIL PLANS.

EXISTING SHRUBS/TREES TO REMOVE PERNOTES (TYPICAL)
BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER 10'

BEGIN TRANSITION OF CURB HEIGHT
DOWN TO 6" OVER FINAL 15'
CHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)

CHAIN LINK FENCE GATE, TYPICAL

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

CALTRANS ROW

CITY PROJECT SIGN, PROTECT IN PLACE
BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'

TIE INTO EXISTING CALTRANS FENCE
MMMM
JC
11/11/2022
BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10' 6B 4B 6B

PLACE BARK MULCH IN AREA WHERE SIDEWALK ISREMOVED, TYPE AND DEPTH PER SPECIFICATIONS (SEE CIVIL PLANS FOR LIMITS OF WORK)
5B

Page 171 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELANIE MILLS NO. 5394
1000036
LP501
LANDSCAPE CONSTRUCTION DETAILS 1 PC CONCRETE SMOOTH CURB 2 COMPACTED DECOMPOSED GRANITE AT 95% (SEE CIVIL PLANS) 3 2 1 NOTES:

1. PROVIDE CONTRACTION JOINT EVERY 10' MAX.

2. PROVIDE EXPANSION JOINT EVERY 20' MAX.3. SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.

4. PROTECT ALL EXISTING TREES, REFER TO TREE PROTECTION NOTES.

5. ART FENCE ATTACHMENT DETAIL TO BE DETERMINED BY CONTRACTOR. 4" BENCH

GRADE SLOPE TO PROVIDE

EARTHEN SWALE, LOCATE HIGHPOINT AT CENTER OF CURB AND
SLOPE AWAY TO ENDS.
3 CONCRETE CURB, SEE
STRUCTURAL DETAIL 32/S-311
4 5
3/8" RADIUS AS SHOWN,

BOTH SIDES

CURB END PANEL AND DRAIN ROCK
1 PROVIDE FULL DEPTH DRAIN ROCK AT SWALE LOW
POINTS AT CURB ENDS TO ALLOW DRAINAGE TOESCAPE THROUGH WEEP HOLES IN PLATES. 1 CALTRANS
BRIDGE
COLUMN

CALTRANS
BRIDGE
COLUMN

PLAN VIEW

TALL CURB
(LENGTH VARIES PER PLAN)

DECOMPOSED

GRANITE SHOULDER
(SEE CIVIL PLANS)

SIDEWALK
2 4
1 DG EXTENDS AT GAP BETWEEN

COLUMN AND NEW CURB
(TYPICAL)
1/4" THICK A36 GALVANIZED

STEEL PLATE (TYPICAL)

ATTACH PLATE TO CONCRETE
CURB WITH 2-1/2" DIA. TITEN HD

ANCHOR BOLTS GALVANIZED
FINISH, WITH MIN. EMBED OF 3-1/4".

CONTRACTOR TO SPACE TO

AVOID CONTACT WITH CURB
REBAR (TYPICAL).

MIN. 3" SPACING BETWEEN BOLTS,

AND TO BE PROTECTED FROM
EARTH BY WATERPROOFING LAYER.
2 2 12" DIA. WEEP HOLES - 2 PER SIDE (TYPICAL)
1 2" DIA. WEEP HOLES - 2 PER SIDE,

PROVIDE STAINLESS STEEL MESH

AT BACK OF PLATE (TYPICAL)
3 1
2 3
4 SWALE

HIGH POINT
5 SWALE LOW POINTS AT

AGGREGATE TO ALLOW

FLOW TO WEEP THROUGH

GALVANIZED PLATE (TYPICAL)
5 5
1'-0" 1'-0"
2"
3-1/4"

EMBED WHERE SHOWN ON PLANS,

ART FENCE, BY OTHERS,
NOT IN THIS CONTRACT.

WATER PROOFING: TWO LAYERS
OF HENRY'S STD. ASPHALT
EMULSION NO. 107 WITH A LAYER

OF FIBERGLASS BETWEEN, OR
EQUAL.
5 HIGH CURB
NTS
4 CONTRACTOR TO PROVIDE POST

POCKETS FOR FUTURE ART FENCE,
BY OTHERS, AT APPROXIMATELY 4'
OC SPACING. FINAL LOCATIONS

TO BE COORDINATED WITH

CITY/CITY REPRESENTATIVE AND
WITH REBAR LAYOUT.
6 6

HIGH CURB SECTION
RRM-1417.05-39
1 NOTE: AMERISTAR MONTAGE II, GENESIS MODEL OR APPROVED EQUAL. VERIFY & INSTALL PER MANUFACTURER'S INSTRUCTIONS PRIOR TO FABRICATION. FENCE POST SIZE, POST SPACING, AND FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. SUBMIT SHOP DRAWINGS FORAPPROVAL BY AUTHORIZED REPRESENTATIVE.

FENCE COLOR: TO BEST MATCH EXISTING FENCE COLORHEIGHT: MATCH EXISTING FENCE HEIGHT

MATCH EXISTING
FENCE

METAL PICKET FENCE AND GATE
1/2" = 1'-0"

FENCE MOUNTED ON

RETAINING WALL, SEE

STRUCTURAL PLANS

CONCRETE

FOOTING
MIN. 1'-0"

NO SPIKES ON TOP

OF NEW FENCE
RRM-1417.05-02
2 CMU PILASTER
NTS

STANDARD BRICK

MATCH EXISTING

STANDARD BRICK (FACE)

MATCH EXISTING

CONCRETE FOOTING
NEW PILASTER TO MATCH EXISTING PILASTERS ALONG ADJACENT CHURCH PROPERTY FRONTAGE.NOTES: PRECISE DIMENSIONS TO MATCH EXISTING PILASTERS 1'-9"
3'-0" SQ.
(2) #4 VERT REBAR(4) #4 BARS CONTINUOUS
3 RRM-1417.05-01
MMMM
JC
11/11/2022

Page 172 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY

AS NOTED
NOVEMBER 11, 2022
1417-05-CU21
L
I

CENSED LANDSCAPE ARCHITEC
T

STATE OF CALIFORNIA
5/31/23
MELA NIE MILLS NO. 5394
1000036
LP502
MMMM
JC

PLANTER BOX PLANT PALETTES
11/11/2022
COLOR: BLACK.

COLOR: BLACK. COLOR: BLACK.

COLOR: BLACK.

Page 173 of 403 ends

DETAIL REFERENCE BUBBLE WITH LEADER

DRAG STRUT CONNECTIONMOMENT CONNECTION

WIDE FLANGE STEEL COLUMN

NUMBER OF EVENLY SPACED

STEEL HSS TUBE COLUMN

WELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACE

INDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYER

NORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLE

BEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACE

STEEL IN CROSS SECTION

FULL HEIGHT STIFFENER CONNECTION

STEPPED FOOTING

TOP/BOTTOM OF ELEVATIONS
TOP OF STEEL ± ELEVATIONMEMBER SPLICE

STEEL HSS OR PIPE COLUMN
(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSION

ANGLE BRACESHEAR STUDSSTEEL DETAILS
-
SBOT OF
EL = (-X'-X")

BOTTOM STEPPED FOOTING

WOOD POST
X
XX'-X"

INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENER XXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST XXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT

INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE

INDICATES PAD FOOTING TYPE PER SCHEDULE
1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE X
F1

SHEET INDEX, LEGEND &

ABBREVIATION

INDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVE

INDICATES PLYWOOD SIDE FOR SHEARWALL

INDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALL KSI

FOOTING
HEIGHT

INCLUDEINFORMATION

INCLINFO
JST
INSP
INT

JOINTJOIST
KIPS

IDI-JSTINIF
HT
INCH

GRADE BEAM

HORIZONTAL
GROUND

HIGH POINT
H or HORIZ
HP
GBGRND
FACE OF MASONARYFOOT; FEET
FOMFJ

ELEVATOREDGE NAILEMBEDMENTEXISTINGEXTERIOREACH WAYEQUAL OR EQUIVALENT EXIST or (E)FDNEWELEVESEQUIPEQ

STRUCTURAL STEEL SHAPES

WT, ST, MT
MC

AMERICAN STD CHANNEL SHAPE

MISC CHANNEL SHAPE

THRUTHKT & GT & BTOCTO

TBSTRUCTSTIFFSTLSW
THREADEDTEMPERATURE; TEMPORARY

STIFFENERSSTEELSTANDARD
AMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINTCOMPLETE JOINT PENETRATION WELD

DIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATION

EFELDWL
EACH

DIMDIAG

CONTRACTORCONSTRUCTIONCUBIC FOOT

PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECTCONCRETE
DBL
CU FT
d
DETAIL

CONSTRCONTRCJP CONTCONNCONC

BEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBERCOMPRESSIONCOLUMNCONCRETE MASONRY UNIT

CLRCOMPCMUCJCLBTWN

BLOCKING
BNBM
BLOCK

BLDGASTMAITC

SPECSSNSPCGSHTG

SEPPSIPVMT
#
PSL

SHEATHINGSHEET
SECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOOD

ORIGINAL
OD
PI
L
PC
OPP
NO or #
OC
MIN
(N)
MFR

PONDS PER LINEAL FOOTPROPERTY LINEPERPENDICULAR ADDL
APPROXIMATEARCHITECTURAL; ARCHITECTADJACENT

ARCHAPAAESSALUMALTADJ

ANCHOR BOLTAMERICAN CONCRETE INSTITUTE
AB

LINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBER

MACHINE BOLTMASONRYMATERIAL
LINEAL; LINEARLONG SLOTTED HOLESLONG LEG VERTICAL

LFLT WT

MASMAXMATL

LVLLLVLLH

AMERICAN PLYWOOD ASSOCIATION)

KIPS PER SQUARE INCH
FTG

HSH HORIZONTALLY SLOTTED HOLES

INSIDE DIAMETERINSIDE FACEI-JOISTINSPECTION

INTERIOR
JT
K

GALVANIZED
HANGER
HEADER

GLUED LAMINATED BEAM
HGR
HDR

GRGLB GALVGA

GRADEGAUGE

FACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUD

FTFRMGFOWFOSFNFOCFLGFLRFIN

FLOORFINISHENGINEEREACH SIDEEQUIPMENTFOUNDATION

EXTENGRENEMBED

TYP TYPICAL

PIPE-XPIPE-XX
HSS
C
PIPE L
W

WWFWDWPW/OW/
UNO

VSH VERT
UT

DBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPE

HOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPE

ANGLE SHAPE

W SHAPE
WELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITH

VERTICAL SLOTTED HOLES

ULTRA-SONIC TESTUNLESS NOTED OTHERWISE

VERTICAL
TOP or TTHRTOWTOSTOFTEMP

STIRRSYM SSSSLSTGRSTDSQ
TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OF

TIE BEAMSYMMETRICALSHEAR WALLSTRUCTURALSTIRRUPSHORT SLOTTED HOLES

STAINLESS STEEL

STAGGERSQUARE
AWPA

AMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTION

DF DOUGLAS FIR/LARCH

DIMENSIONDIAGONALELECTRICALEXPANSION JOINT

DWGELECEJEADIAPHDN DOWN
CENTER

DEPARTMENTDOUBLE
COUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUS
CTR

DEPTDET
CTSK
BETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACE

COLCIPBRGCAM OR CCANT CGCC

BUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETY

BLKBOT OR BBRCBLKG

BRACEBEAM
AWS

SOG SIM
SCHED
RF
Ø
SHT
SECT

REINFREFREQD

PREFABPLYPTPWPSF
PJP
PROP

SPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILAR
ROUND; DIAMETER
ROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTY

MECHANICAL

NEWNORTH

ON CENTER

NOT TO SCALENUMBER

OPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HAND MINIMUM; MINUTE

OUTSIDE DIAMETER

MISCELLANEOUSMANUFACTURER
PARA OR //PLF PLPLCSP OR PL.PERP

OPNGOSBORIGOHOF

NTSMECHMISC
N
PLYWOOD INDEXPRECAST; PIECEPLATEPLACESPARALLEL

ARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THE

ANCHAPPROXAPPVDANSIAISCACI

LIGHTWEIGHT

MAXIMUM

LONG LEG HORIZONTAL
MB
LPLSHLINLB(S) OR #
DIA OR Ø

LSL LAMINATED STRAND LUMBER

A & B ABOVE AND BELOW

RR ROOF RAFTER

PA POST ABOVE

FTA FLOOR TIE ABOVE

KP KING POST

WO WHERE OCCURS

ABV ABOVE

KS KING STUD

TS TRIMMER STUD
C1 INDICATES CONTINUOUS FOOTING TYPE PER SCHEDULE

SYMBOLS WALL TYPES SHEET INDEX

ABBREVIATIONS
S-101 SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTESS-103 SPECIAL INSPECTIONS & TESTSS-201 TYPICAL CONCRETE DETAILSS-211 TYPICAL CONCRETE DETAILSS-311 RETAINING WALL DETAILS CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY
SKY

KM / KWA
SKY

AS NOTED
NOVEMBER 11 2022
1417-05-CU21
1000036
S-101

Page 174 of 403 ends

1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:

A. 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.

B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).

C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.

2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THECONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THEDRAWINGS.

5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS

NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,

SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFING G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS

6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.

B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.

C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.

D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.

7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:

A. HEIGHT AND/OR ELEVATION OF:
a. FINISHED SURFACE
b. TOP OF WALL
c. TOP OF GRADE
d. FINISHED GRADE
e. SLOPE
B. SITE CONCRETE WALKWAYS, CURBS & PAVING

8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE CONTRACTOR IS RESPONSIBLE FORPROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS, INCLUDING ALL ENGINEERING OF SUCH

SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY

THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY.

9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS. BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS,HAS ACHIEVED FULL DESIGN STRENGTH.

10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALL

MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING, ETC..

11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.

12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.

13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS,

BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING

16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.

A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.

17. EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION.

CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY
SKY

KM / KWA
SKY

AS NOTED
NOVEMBER 11 2022
1417-05-CU21
1000036

1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BE AVAILABLE AT THE JOBSITE AT ALL TIMES.

2. LATERAL EARTH PRESSURES:
* APPLIES TO WALLS LESS THAN 6 FEET IN HEIGHT.

3. SPREAD OR CONTINUOUS FOOTINGS:

NOTES:

A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.

B. THE ALLOWABLE CAPACITY IS BASED ON A FACTOR OF SAFETY OF 2.0.

C. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE.

D. THE UPPER 1 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE.

E. COMPACTED FILL SHOULD BE PREPARED PER SECTION 7.0 GEOTECHNICAL EVALUATION REPORT DATED
F. EXCAVATION DEEPENED TO ACHEIVE BEARING MATERIAL CAN BE REPLACED WITH CONTROLLED LOW STRENGTH MATERIAL (CLSM).

G. THE SUBGRADE MODULUS SHOWN IS BASED ON A UNIT SQUARE FOOT AREA AND SHOULD BE ADJUSTED FOR LARGER MATS. ADJUSTED VALUES OF THE MODULUS OF SUBGRADE REACTION, K , CAN BE OBTAINED FROM THE FOLLOWING EQUATION FOR MATS OF VARIOUS WIDTH:

4. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL

CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION

PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.

6. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.

7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.

8. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.

9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY

COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.

10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.

11. GROUNDWATER WAS NOT ENCOUNTER DURING THE GEOTECHNICAL INVESTIGATION.

ANTICIPATED

BEARING

MATERIAL

ALLOWABLE

BEARING

CAPACITY
(PSF)

ALLOWABLE LATERAL RESISTANCE

PASSIVE RESISTANCE
(PSF/FT BELOW
GRADE)

FRICTION RESISTANCE
(COEFFICIENT OF

FRICTION)
RET WALL 2000 300 0.35
REPORT/ADDENDUM TITLE PREPARED BY DATE PROJECT #

GEOTECTNICAL ENGINEERING REPORT

ANHOLM NEIGHBORHOOD GREENWAY
SAN LUIS OBISPO. CALIFORNIA
EARTH SYSTEMS PACIFIC 11/12/2021 304833-001
K = KK = UNIT SUBGRADE MODULUSK = REDUCED SUBGRADE MODULUS B = FOUNDATION WIDTH
R
B+1 [ 2B ]
2 R

FOUNDATION

EXISTING CONDITIONS

1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.

2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.

EXISTING UNDERGROUND UTILITIES

1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.

3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.

A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.

MATERIAL ASTM STANDARD
PORTLAND CEMENT (TYPE II)A C150
CONCRETE AGGREGATES (HARDROCK) C33CONCRETE AGGREGATES (LIGHTWEIGHT)C C330 WATERB C1602
COAL FLY ASH OR POZOLLAN (CLASS F) C618
NATURAL OR MANUFACTURED SAND C33
SLAG C989

CONCRETE
LOCATION IN STRUCTURE MINIMUM STRENGTH (PSI) DENSITY (PCF) MAX SLUMP (IN±1) MAX WATER/CEMENT RATIO SLAG/ FLY ASHA (MAX)

CONCRETE SLAB ON
GRADE 3,000 150 4 0.45 0.15

STAIRS ON GRADE, CURBS
AND OTHER NONSTRUCTURAL CONCRETE 3,000 150 4 0.5 0.15
SITE WALLS 3,000 150 4 0.5 0.15

1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14.

2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:

A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE

19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.

B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT RATIO BE EXCEEDED.

C. PUMICE AGGREGATE SHALL NOT BE USED.

3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCES ACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):

A. AS MEASURED BY CEMENTITIOUS WEIGHT

4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94 OF C685.

5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 AND PROJECT SPECIFICATIONS.

6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND ROUGHENED TO 1/4" AMPLITUDE.

7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.

9. PIPES EMBEDDED IN CONCRETE:

A. CONCRETE
a. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.
b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.

1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR ASTM A706 GR60 STEEL PER ACI 318-14 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:

A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI.

B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN

1.25. C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-14.

2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION

25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.

4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.

A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14 SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.

B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER ACI 530-13 SECTION 8.1.6.7.1 OR 9.3.3.4 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.

5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERINGGRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IFCONCURRENTLY PRESENT ON SITE.

6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.

7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE IS

PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTED TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPER DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS, REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATESTEDITION.

8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.

9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING REQUIREMENTS OF ACI 318-14.

10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER ACI 318-14 SECTION 26.13.2.3 OF THE CODE.

11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDSOR REINFORCING STEEL.

12. CONCRETE PROTECTION FOR REINFORCEMENT13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 SECTION

25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS INCLUDE:

LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129) NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALLBE ASTM A706 PER IAPMO-ES 0129.

ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-14 SECTION 18.2.7 & 18.12.7.4

THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED): MINIMUM COVER, IN.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER:

NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER 2 1 1
2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1 1
2"
3 4"
1 1
2"

REINFORCING STEEL

1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THECODE.

2. CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOAD BEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:

3. MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.

4. GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THE FOLLOWING REQUIREMENTS:

SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.

5. MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:

6. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR.

SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.

7. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.

8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.

9. ALL CELLS SHALL BE GROUTED SOLID.

10. DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THE REQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR REQUIREMENTS.

11. USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.12. USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAX GROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAY BE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:

A. MASONRY HAS CURED FOR AT LEAST 4 HOURS
B. GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"
C. NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHT D. CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTING PER TMS 602-16 ARTICLE 3.2F.

13. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELF

CONSOLIDATING GROUT

14. EMBEDDED PIPES AND CONDUITS
A. CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THE FOLLOWING REQUIREMENTS:
a. THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER b. THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRY COLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTION c. THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:d. WRAP PIPES AND FITTINGS WITH 1 4" FOAM TAPE MIN.

B. PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:
a. CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° F b. UNDER PRESSURE IN EXCESS OF 55 PSI
c. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING C. ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU

COMPONENT ASTM NOTES
SAND ASTM C144
LIME ASTM C207
PORTLAND CEMENT ASTM C150 TYPE I or II, LOW ALKALI, < 6 MONTHS OLD PEA GRAVEL ASTM C301

MASONRY

WALL DESIGN STRENGTH NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS DENSITY f'm = 2,000 PSI 2,000 PSI MINIMUM MEDIUM WIEGHTf'm = 2,500 PSI 3,250 PSI MINIMUM MEDIUM WIEGHT WALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTH f'm = 2,000 PSI S 2,000 PSI MINIMUM
f'm = 2,500 PSI M 2,500 PSI MINIMUM
WALL DESIGN STRENGTH COMPRESSIVE STRENGTH GROUT 28 DAY MIX DESIGN f'm = 2,000 PSI 2,000 PSI
3 PARTS SAND
2 PARTS PEA GRAVEL
1 PART PORTLAND CEMENT
8-11 INCH SLUMP
f'm = 2,500 PSI - SUBMIT MIX DESIGN

WALL THICKNESS REINFORCED CELL UN-REINFORECED CELL
8" (2) 1
2" Ø
(1) 3 4" Ø
(3) 1
2" Ø
(2) 3 4" Ø
(1) 1" Ø
12"
(4) 1
2" Ø
(3) 3 4" Ø
(2) 1" Ø
(1) 1 1
4" Ø
(5) 1
2" Ø
(4) 3 4" Ø
(3) 1" Ø
(2) 1 1
4" Ø

GENERAL

1. WIND DESIGN DATA (2019 CBC SECTION 1603.1.4) :

2. EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5):3. GEOTECHNICAL INFORMATION (2019 CBC SECTION 1603.1.6):

REFER TO FOUNDATION GENERAL NOTES

SITE AND OCCUPANCY PARAMETERS

PARAMETER VALUE REFERENCE
RISK CATEGORY II 2019 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS:

S S = 1.051
2019 CBC 1613.2.1
S 1 = 0.388
SITE CLASS D 2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS:

S DS = 0.841
2019 CBC 1613.2.4
S D1 = 0.495

WIND DESIGN DATA

PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST) VULT = 90 MPH 2019 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST) VASD = 91 MPH 2019 CBC 1609.3.1 EXPOSURE CATEGORY C 2019 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT: GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1

DESIGN INFORMATION

ACTIVE EARTH PRESSURE
(CANTILEVER RETAINING
WALLS)

AT-REST EARTH

PRESSURE
(BRACED WALLS)
50H
35H
(PCF)
Ø**
NATIVE

ENG FILL
65H
50H
(PCF)
NATIVE

ENG FILL
S-102

Page 175 of 403 ends

CITY SPECIFICATION NO.

DATE:

PROJECT TITLE:

SHEET TITLE:

SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION

NORTH CHORRO GREENWAY
SKY

KM / KWA
SKY

AS NOTED
NOVEMBER 11 2022
1417-05-CU21
1000036

1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .

THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION 1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:

A. GENERAL:
a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.

B. OWNER REQUIREMENTS:
a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO

PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION 1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.

C. SPECIAL INSPECTOR QUALIFICATIONS:
a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING

OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE

DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF

SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUANTITIES.

D. CONTRACTOR REQUIREMENTS:
a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL

OCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL INSPECTOR.
b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED

REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTION.
c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC

FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF

AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.

E. SPECIAL INSPECTOR REPORT REQUIREMENTS:
a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS b. THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK. f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.

STATEMENT OF SPECIAL INSPECTIONS

1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:

A. STEEL INCLUDING MISC. METALS
a. SHOP DRAWINGS FOR FABRICATION AND ERECTION
b. WPS's (INCLUDING PQR'S AS APPLICABLE)
c. REINFORCING STEEL
d. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT
B. CONCRETE MIX DESIGNS

2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:

A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:

B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED

PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS

AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR

MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.

D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.

3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS

SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.

4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS. b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR

MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.

5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.

SUBMITTALS

1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.

EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:

A. STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS) a. FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIED

FABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURAL STEEL FABRICATORS (AISC 201-06).
b. OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION. c. IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF COMPLIANCE

MUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS SUPPLIED AND WORK PERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS. d. IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTION REPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY. e.a. NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVER THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.

B. WOOD BUILDINGS
a. WOOD STRUCTURAL PANELS (SHEATHING) SHALL BE IDENTIFIED BY THE APA TRADEMARK.

SHOP FABRICATION

REQUIRED VERIFICATION AND INSPECTIONS

CONCRETE CONSTRUCTION
CODE TABLE 1705.3

SPECIAL INSPECTION OR TEST

CONTINUOUS

PERIODIC REFERENCED STANDARD CBC REFERENCE

1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT. ___ X ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4

2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS
______
X
XX
___
AWS D1.4
ACI 318: 26.6.4 ___

3. INSPECT ANCHORS CAST IN CONCRETE ___ X ACI 318: 17.8.2 ___

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS (b)
(a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.

X
X
ACI 318: 17.8.2.4
ACI 318: 17.8.2
______

5. VERIFY USE OF REQUIRED MIX DESIGN
___ X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

X ___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
1908.10

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES X ___ ACI 318: 26.5 1908.6, 1908.7, 1908.8

8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. ___ X ACI 318: 26.5.3- 26.5.5 1908.9

9. INSPECT PRESTRESSED CONCRETE FOR:

A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONS XX
______
ACI 318: 26.10 ___

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ___ X ACI 318: 26.9 ___11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR

TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS ___ X ACI 318: 26.11.2 ___

12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
___ X ___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.

MASONRY
LEVEL 2 QUALITY ASSURANCE

MINIMUM TESTS

PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5

VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUT VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,

EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE

MINIMUM SPECIAL INSPECTION
INSPECTION TASK FREQUENCY (a) REFERENCE FOR CRITERIA
CONT PERIODIC TMS 402 TMS 602
X Art. 1.5
a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1, 2.6 A b. GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES X Art. 2.4 B, 2.4 H
c. GRADE, TYPE AND SIZE OF REINFORCEMENT,

CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGES X Art. 3.4, 3.6A
d. PRESTRESSING TECHNIQUE X Art. 3.6 B
e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X (b) X (c) Art. 2.1 C f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D

3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
a. GROUT SPACE X Art. 3.2 D, 3.2 F
b. PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES X SEC. 10.8, 10.9 Art. 2.4, 3.6
c. PLACEMENT OF REINFORCEMENT, CONNECTORS
AND ANCHOR BOLTS X SEC. 6.3.1, 6.3.6, 6.3.7 Art. 3.2 E, 3.4, d. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X Art. 2.6 B, 2.4 G.1.b

4. VERIFY DURING CONSTRUCTION:
a. MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS X Art. 1.5
b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION X Art. 3.3 B
c. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X Art. 3.3 Fd. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING

OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION X SEC. 1.2.1(e), 6.1.4.3, 6.2.1
e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2
f. PREPARATION, CONSTRUCTION AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F ) X Art. 1.8 C, 1.8 D
g. APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE X Art. 3.6 B
h. PLACEMENT OF GROUT AND PRESTRESSING GROUT
FOR BONDED TENDONS IS IN COMPLIANCE X Art. 3.5, 3.6 C
i. PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS X (b) X (c) Art. 3.3 B.9, 3.3 F.1.b

5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR

SPECIMENS AND/OR PRISMS X
Art.

1.4 B.2.a.3,1.4 B.2.b.3,1.4 B.2.c.3,1.4 B.3,1.4 B.4
(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE

TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE (b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY SOILS
CODE TABLE 1705.6

SPECIAL INSPECTION OR TEST

CONTINUOUS

PERIODIC

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY ___ X

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. ___ X

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ___ X

4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X ___

5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. ___ X
S-103

REQUIRED VERIFICATION AND INSPECTIONS

Page 176 of 403 ends
← All documents from this meeting