ELEVATION
204.0206.0208.0210.0
204.0210.0
-2.90%
-1.50%
206.9
0+90
206.8
206.7
206.72
206.58
206.6
206.43
206.5
206.4
206.33
206.4
206.25
206.3
206.18
1+25
206.10
206.1
206.1
206.1
206.2
206.2
1+50
206.3
1+53
L = 31.35'
FLOWLINE
TOP OF CURB
EXISTING GRADE
PVI STA = 1+00.00
PVI ELEV = 206.72
PVI STA = 1+12.17
PVI ELEV = 206.37
PVI STA = 1+30.85
PVI ELEV = 206.09
PVI STA = 1+00.00
PVI ELEV = 207.22
PVI STA = 1+30.85
PVI ELEV = 206.09
PVI STA = 1+31.35
PVI ELEV = 206.68
PVI STA = 1+12.05
PVI ELEV = 206.87
SD
SD
SD
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
17+00
0+90
1+00
1+53
Δ=81°12'03" R=10.00' L=14.17'
±207.2 TC
±206.7 FL
MATCH
EXISTING
206.92 TC
206.37 FS
±206.7 TC±206.1 FL
MATCH
EXISTING
±207.1 FS SAWCUT AP MATCH EXIST
STA=16+60.82 8.96± (R) CL_Chorro
±207.0 FS SAWCUT AP MATCH EXIST
STA=16+70.85 -10.95± (L) CL_Chorro
±206.6 FS SAWCUT AP MATCH EXIST
STA=16+92.29 -10.84± (L) CL_Chorro
±206.6 FS SAWCUT AP MATCH EXIST
STA=10+16.88 -10.72± (L) CL_Center
±206.5 FS SAWCUT AP MATCH EXIST
STA=10+27.92 -10.76± (L) CL_Center
±205.9 FS SAWCUT AP MATCH EXIST
STA=10+35.40 13.20± (R) CL_Center
±206.0 FS SAWCUT AP MATCH EXIST
STA=10+25.85 13.18± (R) CL_Center
0.4%
1.5%
7.7%
7.7%
7.4%
7.4% 1.0%
1.0%
1.0%
206.73 TC
206.23 FS
207.01
FS
206.95
FS
206.90
TC/FS
206.97
TC/FS
1.5%
1.5%
1.5%
206.73 TC
206.23 FS
1.3%
1.5%
4.7%
0.9%
3.4% 6.0%
0.3%
4.2%
±206.9 FS
MATCH
EXISTING
±207.2 FS
MATCH
EXISTING
±207.5 FS
MATCH
EXISTING
±207.6 FS
MATCH
EXISTING
1.5%
206.78 TC206.28 FS
2'
15' 10'
2'
2'
STA=16+70.90 20.0± (L) CL_Chorro
STA 1+00.00 CR_Center(NE)
N = 2301353.13
E = 5765353.39
STA 1+13.00 CR_Center(SE)
N = 2301295.44
E = 5765383.02
STA=10+35.39 20.2± (R) CL_Center
5 6
6 4
5 4
1 1
1 2
6 4
207.44
TC/FS
207.51
TC/FS
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
0 10 feet
1" = 5'
5 15 CHORRO | CENTER (NE)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
EXISTING GRADE
PROPOSED GRADE
CHORRO - SEE PREVIOUS SHEET CENTER - SEE NEXT SHEET
CENTER CURB RETURNS
C-4.26
SKY
BLM
SKY
ELEVATION
202.0204.0206.0208.0
202.0
-1.64%
205.6
0+90
205.6
205.6
1+00
205.6
205.5
205.6
205.51
205.42
205.6
205.34
205.5
1+25
205.3
205.26
205.1
205.0
204.8
204.7
1+50
204.7
1+53
L = 18.35'
FLOWLINE
TOP OF CURB
EXISTING GRADE
PVI STA = 1+12.50
PVI ELEV = 205.55
PVI STA = 1+30.85
PVI ELEV = 205.25
PVI STA = 1+12.50
PVI ELEV = 206.09
PVI STA = 1+30.35
PVI ELEV = 205.25
PVI STA = 1+30.85
PVI ELEV = 205.63
SD
SD
SD
^
^
^
^
^
^ ^ ^ ^ ^ ^
^
^
^
^
^
^
^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
0+90
1+00
1+53
±206.7 TC
±206.1 FL
MATCH
EXISTING
±206.1 TC
±205.5 FL
MATCH
EXISTING
±205.6 TC±205.3 FL
MATCH
Δ=99 EXISTING °25'10" R=10.00' L=17.35'
±205.4 TC
±205.1 FL
MATCH
EXISTING
±206.5 FS SAWCUT AP MATCH EXIST
STA=10+27.92 -10.76± (L) CL_Center
±205.9 FS SAWCUT AP MATCH EXIST
STA=10+35.40 13.20± (R) CL_Center
±206.0 FS SAWCUT AP MATCH EXIST
STA=10+25.85 13.18± (R) CL_Center
±205.8 FS SAWCUT AP MATCH EXIST
STA=17+35.02 -13.00± (L) CL_Chorro
±205.5 FS SAWCUT AP MATCH EXIST
STA=17+44.56 -13.00± (L) CL_Chorro
±205.9 FS SAWCUT AP MATCH EXIST
STA=17+35.26 8.44± (R) CL_Chorro
±205.6 FS SAWCUT AP MATCH EXIST
STA=17+44.03 8.46± (R) CL_Chorro
7.4%
06.95 206.90
TC/FS
2.4%
1.5%
±205.4 FS
MATCH
EXISTING
3.6%
3.7%
0.1%
0.0%
1.5% 1.5%
7.5%
7.5%
0.1%
1.4%
205.62
TC/FS
205.70
TC/FS 205.63
FS
205.70
FS
205.90 TC
205.40 FS
205.90 TC205.40 FS
206.14
TC/FS
206.07
TC/FS
±206.1 FS
MATCH
EXISTING
±206.1 FS
MATCH
EXISTING
1.5% 1.5%
1.5%
0.2%
1.7%
1.4%
0.3%
2.1%
3.3% ±205.5 FS
MATCH
EXISTING
±205.7 FS
MATCH
EXISTING
205.83 TC205.33 FS 205.96 TC 205.46 FS
STA 1+13.00 CR_Center(SE)
N = 2301295.44
E = 5765383.02
STA=10+35.39 20.2± (R) CL_Center
2'
9' 8'
8 2'
STA=17+44.01 20.0± (R) CL_Chorro STA 1+12.50 CR_Center(SW) N = 2301271.60
E = 5765336.32
5 5
4 4
4 1
4 6
1 1
4 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.
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. 123456
123456789
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
ELEVATION
202.0204.0206.0208.0
202.0
0.62% -0.98%
1.50%
205.0
1+10
205.2
205.15
205.3
205.23
205.4
205.30
1+25
205.38
205.5
205.4
205.41
205.4
205.41
205.4
205.3
1+50
205.3
1+53
L = 30.16'
PVI STA = 1+12.90
PVI ELEV = 205.41
PVI STA = 1+30.05
PVI ELEV = 205.38
PVI STA = 1+38.05
PVI ELEV = 205.69
PVI STA = 1+43.05
PVI ELEV = 205.64
FLOWLINE
TOP OF CURB EXISTING GRADE
PVI STA = 1+13.00
PVI ELEV = 205.12
PVI STA = 1+30.05
PVI ELEV = 205.38
PVI STA = 1+38.05
PVI ELEV = 205.43
PVI STA = 1+43.05
PVI ELEV = 205.38
1.50%
3.91%
-0.98%
-290.00%
SD
SD
SD
SD
SD
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^ ^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
0+90
1+00
1+53
1+00
±205.6 TC±205.3 FL
MATCH
EXISTING
Δ=97°42'26" R=10.00' L=17.05'
±205.9 TC±205.4 FL
MATCH
EXISTING
±205.4 TC
±205.1 FL
MATCH
EXISTING
N65°34'51"E 13.00' 205.93 TC 205.43 FL
205.38 TC205.38 FL
±206 2 FS SAWCUT AP MATCH EXIST
±206.1 FS SAWCUT AP MATCH EXIST
STA=9+72.94 -8.16± (L) CL_Center
±205.8 FS SAWCUT AP MATCH EXIST
STA=17+35.02 -13.00± (L) CL_Chorro
±205.5 FS SAWCUT AP MATCH EXIST
STA=17+44.56 -13.00± (L) CL_Chorro
±205.8 FS SAWCUT AP MATCH EXIST
STA=9+52.73 11.11± (R) CL_Center
±206.0 FS SAWCUT AP MATCH EXIST
STA=9+76.18 11.15± (R) CL_Center ±205.9 FS SAWCUT AP MATCH EXIST STA=17+35.26 8.44± (R) CL_Chorro ±205.6 FS SAWCUT AP MATCH EXIST
STA=17+44.03 8.46± (R) CL_Chorro
±206.2 FS
MATCH
EXISTING
1.0%
4.0%
4.9%
2.4%
2.4%
0.2%
1.5%
1.5% 0.5%
205.85 TC
205.35 FS
205.76 TC205.26 FS
205.74
TC/FS
205.45
TC/FS
±205.4 FS
MATCH
EXISTING
205.44
FS
±205.3 FS
MATCH
EXISTING
±205.7 FS
MATCH
EXISTING
0.3%
%
1.5% 4.2% 0.6%
1.5%
1.5%
2.4%
1.0%
1.6%
205.70 TC205.20 FS
.83 TC
5.33 FS
2 8'
8'
2' 2'
1.5'
STA=17+44.01 20.0± (R) CL_Chorro
STA 1+12.50 CR_Center(SW)
N = 2301271.60
E = 5765336.32
5 4
4 6
6 6
1 2
3 4
2 6
1 4 4
STA 1+13.00 CR_Center(NW)
N = 2301317.18E = 5765313.15
STA=9+73.37 19.1± (L) CL_Center
205.83 TC
205.33 FS
1.4%
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
0 10 feet
1" =5'
5 15
CHORRO | CENTER (SW)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
EXISTING GRADE
PROPOSED GRADE
CHORRO - SEE PREVIOUS SHEET CENTER
CENTER CURB RETURNS
C-4.28
SKY
BLM
SKY
ELEVATION
198.0200.0202.0204.0
198.0
200.0
1.80%
2.18%
200.5
0+90
200.6
200.7
200.70
201.2
200.79
200.88
201.1
200.97
201.2
201.2
201.08
201.2
201.19
1+25
201.3
201.3
201.3
1+38
L = 27.81'
PVI STA = 1+00.00
PVI ELEV = 200.70
PVI STA = 1+15.64
PVI ELEV = 200.98
PVI STA = 1+27.81
PVI ELEV = 201.25
PVI STA = 1+00.00
PVI ELEV = 201.35
PVI STA = 1+27.81
PVI ELEV = 201.56
1.80%
0.62%
STA: 1+15.64
ELEV: 201.48
EXISTING GRADE
FLOWLINE
TOP OF CURB
>
>
^
^
^
^
^
^
^
^
^
^
^
^
^
^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
21+00 10+00
INTERSECTION DATA
STA=20+98.86 CHORRO
STA=10+00.00 MOUNTAIN VIEW
N=2300937.71
E=5765458.13 1+0
0+90
1+00
1+38
Δ=82°
51'
47"
R
=
1 0
.
0 0
'
L
=
R
=
1 0
.
0 0
'
L
=
14. 14
'
Δ=80°38'16" R=10.00' L=14.07'
±201.6 TC±201.2 FL
MATCH
EXISTING
±201.4 TC
±200.7 FL
MATCH
EXISTING
±202.5 TC
±202.2 FL
MATCH
EXISTING
200.57 TC200.57 FL
±201.2 FS SAWCUT AP MATCH EXIST
STA=9+71.68 -10.77± (L) CL_MountainView
±201.8 FS SAWCUT AP MATCH EXIST
STA=9+82.40 -9.05± (L) CL_MountainView
±202.1 FS SAWCUT AP MATCH EXIST
STA=20+84.05 10.52± (R) CL_Chorro
±201.9 FS SAWCUT AP MATCH EXIST
STA=20+61.33 10.46± (R) CL_Chorro
±202.2 FS SAWCUT AP MATCH EXIST
STA=20+71.57 -16.92± (L) CL_Chorro
±202.3 FS SAWCUT AP MATCH EXIST
STA=20+81.12 -16.83± (L) CL_Chorro
MATCH EXIST
R) CL_MountainView
8.0%
1.4%
1.6%
1.5% 1.7%
201.35 TC
200.85 FS
201.77
TC/FS
201.79
TC/FS
±201.8 FS
MATCH
EXISTING
±201.7 FS
MATCH
EXISTING
1.1%
7.5%
1.0%
1.0%
5.5%
5.5%
2%
202.66
TC/FS
202.69 TC
202.19 FS
0.5%
202.10
FS
2'
11'
1.8%
0.4%
201.43 TC
200.93 FS
8.5'
1.5'
STA 1+00.00 CR_Mountain View(NW)
N = 2300943.63
E = 5765425.17
STA=9+73.17 20.0± (L) CL_MountainView
STA 1+12.10 CR_Mountain View(NE) STA=20+71.60 19.9± (L) CL_Chorro N = 2300969.56
E = 5765469.29
5 4
4 1
1 4
1 4
2 2
6 2
5 6
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
200.0202.0204.0
200.0
-0.24%
0.50%
1.72%
2.43%
202.2
0+90
202.2
202.2
1+00
202.2
202.1
202.13
202.3
202.12
202.1
202.17
202.1
1+25
202.25
202.1
202.37
202.3
202.4
202.49
202.54
202.5
202.6
1+50
202.7
202.8
1+57
L = 34.88'
PVI STA = 1+12.10
PVI ELEV = 202.51
PVI STA = 1+22.11
PVI ELEV = 202.12
PVI STA = 1+31.22
PVI ELEV = 202.27
PVI STA = 1+41.22
PVI ELEV = 202.88
PVI STA = 1+46.98
PVI ELEV = 202.91
6.07%
0.50%
FLOWLINE EXISTING GRADE
TOP OF CURB
PVI STA = 1+12.10
PVI ELEV = 202.14
PVI STA = 1+22.11
PVI ELEV = 202.12
PVI STA = 1+31.22
PVI ELEV = 202.27
PVI STA = 1+41.22
PVI ELEV = 202.52
PVI STA = 1+47.04
PVI ELEV = 202.55
> > > > > > > > > > > > > > > > >
> >
>
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
^ ^ ^ ^ ^ ^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
21+00
10+00
INTERSECTION DATA
STA=20+98.86 CHORRO
STA=10+00.00 MOUNTAIN VIEW
N=2300937.71
E=5765458.13
0+90
1+00
1+57
N82°07'40"E 18.96'
Δ=80°59'39" R=10.00' L=14.14'
Δ=80°38'16" R=10.00'
±202.9 TC±202.5 FL
MATCH
EXISTING
±201.6 TC±201.2 FL
MATCH
EXISTING
±202.5 TC
±202.2 FL
MATCH
EXISTING
202.27 TC202.27 FL
202.88 TC202.52 FL
±202.1 FS SAWCUT AP MATCH EXIST
STA=20+84.05 10.52± (R) CL_Chorro
±201.9 FS SAWCUT AP MATCH EXIST
STA=20+61.33 10.46± (R) CL_Chorro
±202.2 FS SAWCUT AP MATCH EXIST
STA=20+71.57 -16.92± (L) CL_Chorro
±202.3 FS SAWCUT AP MATCH EXIST
STA=20+81.12 -16.83± (L) CL_Chorro
±202.2 FS SAWCUT AP MATCH EXIST
STA=10+25.94 -16.96± (L) CL_MountainView
±202.5 FS SAWCUT AP MATCH EXIST
STA=10+44.45 -17.05± (L) CL_MountainView
±202.1 FS SAWCUT AP MATCH EXIST
STA=10+41.61 20.87± (R) CL_MountainView
8.0%
1.7%
201.79
TC/FS
1.1%
7.5%
1.0%
1.0%
1.0%
4.0%
6.0%
7.5%
1.1%
0.5%
4.2%
5.5%
5.5%
1.0%
0.5%
0.9%
0.5%
1.2%
3.7%
3.0%
0.2% ±202.7 FS
MATCH
EXISTING
±202.9 FS
MATCH
EXISTING
202.66
TC/FS
202.69 TC202.19 FS
202.73 TC202.23 FS
202.77 TC202.27 FS
±203.1 FS
MATCH
EXISTING
202.83 TC
202.33 FS
202.70
TC/FS
202.68
FS
202.73
FS
203.08
TC/FS
0.5%
0.5%
1.8%
201.87
FS
202.10
FS
2'
11'
201.43 TC200.93 FS
8.5'
10'
3'
3'
1.5'
1.5'
3'
3'
STA=20+71.60 19.9± (L) CL_Chorro
STA 1+12.10 CR_Mountain View(NE)
N = 2300969.56
E = 5765469.29
5 5
4 6
3 2
1 6
1 4
2 2
5 5 2.2% 3.9%
4.4% 2.0%
202.00
FS
201.93
FS
202.20
FS
202.15
FS
201.87
FS
0.5%
4 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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
> > > > > > > > > > > > > > > > > > > > > > > >
> > > > > > > >
>
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^ ^ ^ ^
^ ^ ^ ^
21+00 22
10 11+00
1+93
0+90
1+00
1+57
0+90
1+00
Δ=82°51'47" R=10.00' L=14.46'
N34°09'02"W 10.00'
Δ=42°50'00" R=20.00' L=14.95'
Δ=42°50'00" R=10.00' L=7.48'
Δ=116°38'03" R=30.00' L=61.07'
N82°07'40"E 18.96'
Δ=80°59'39" R=10.00' L=14 1. 4'
±202.9 TC±202.5 FL
MATCH
EXISTING
±204.0 TC
±203.6 FL
MATCH
EXISTING
±202.2 TC±201.7 FL
MATCH
EXISTING
±201.2 TC±200.7 FL
MATCH
EXISTING
202.27 TC202.27 FL
202.88 TC202.52 FL
202.76 TC202.26 FL
202.52 TC202.02 FL
202.12 TC
202.12 FL
202.20 TC202.20 FL
203.41 TC202.97 FL
203.58 TC203.16 FL
202.24 TC201.74 FL
±201.8 FS SAWCUT AP MATCH EXIST
STA=21+80.05 -14.55± (L) CL_Chorro
±202.2 FS SAWCUT AP MATCH EXIST
STA=10+25.94 -16.96± (L) CL_MountainView
±202.5 FS SAWCUT AP MATCH EXIST
STA=10+44.45 -17.05± (L) CL_MountainView
±202.1 FS SAWCUT AP MATCH EXIST
STA=10+41.61 20.87± (R) CL_MountainView
±203.2 FS SAWCUT AP MATCH EXIST
STA=10+77.06 6.18± (R) CL_MountainView
±203.6 FS SAWCUT AP MATCH EXIST
STA=11+00.13 16.61± (R) CL_MountainView
±202.0 FS SAWCUT AP MATCH EXIST
STA=21+13.52 10.46± (R) CL_Chorro
±201.4 FS SAWCUT AP MATCH EXIST
STA=21+27.05 10.55± (R) CL_Chorro
4.0%
1.5%
0.8%
7.8%
7.8%
1.9%
1.0%
0.7%
201.02
TC/FS
201.20 TC200.70 FS
201.17 TC200.67 FS
201.29
TC/FS
201.26
TC/FS
±201.3 FS
MATCH
EXISTING
±201.4
MATC
EXISTIN
1.0%
1.0%
4.0%
6.0%
7.5%
1.1%
4.2%
0.5%
5.5%
1.2%
202.69 TC202.19 FS
202.73 TC
202.23 FS
202.77 TC202.27 FS
±203.1 FS
MATCH
EXISTING
202.83 TC
202.33 FS
202.70
TC/FS
203.08
TC/FS
0.5%
1.8%
0.5%
2.7%
0.4%
201.87
FS
203.18 TC
202.68 FL
202.10
FS
0.4%
8.2%
5.6%
2.3%
1.5%
1.0%
1.0%
2.9%
1.0%
2.0%
2.7%
±202.5 FS
MATCH
EXISTING
±202.4 FS
MATCH
EXISTING
203.51
FS
±204.1 FS
MATCH
EXISTING
202.72
FS
202.85
FS
202.77
FS
202.98
FS
10'
3'
3'
1.5'
2'
8'
1.5'
1.5'
3'
3'
STA 0+97.17 CR_Mountain View(SE)
N = 2300931.10
E = 5765560.02
STA=11+00.13 20.0± (R) CL_MountainView
1.4%
0.8%
1.5%
7.5%
7.5%
202.80
FS
2.9%
5 5
4 4
6 6
5 5
1 6
3 2
1 2
1 2
2 2
5 5
2.2%
3.9%
4.4%
2.0% 202.00
FS
201.93
FS
202.20
FS
202.15
FS
201.87
FS
0.5%
4 202.22 TC201.72 FL
2.3%
0.1%
2.2%
2.5% 2.4%
STA=21+26.98 20.1± (R) CL_Chorro STA 1+11.67 CR_Mountain View(SW) N = 2300903.18
E = 5765457.40
REFER TO LANDSCAPE PLANS
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.
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. 123456
123456789
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
ELEVATION
199.0200.0202.0204.0206.0
199.0
200.0
-2.39%
-1.00% -1.50% -1.50%
-2.67%
-0.50%
10.0' VC
PVI STA = 1+81.37
PVI ELEV = 201.72
K = 4.60
BVC = 1+76.37
ELEV = 201.85
EVC = 1+86.37
ELEV = 201.69
LOW PT STA: 1+86.37
LOW PT ELEV: 201.69
0+90
203.6
203.50
203.5
1+00
203.4
203.38
203.2
203.26
203.14
203.2
203.2
203.02
202.90
203.1
1+25
202.78
202.9
202.8
202.66
202.54
202.7
202.6
202.42
202.4
202.31
1+50
202.3
202.23
202.17
202.1
202.10
201.9
201.8
202.02
201.8
201.89
1+75
201.77
201.8
201.70
201.7
201.67
201.7
201.7
1+93
L = 95.55'
PVI STA = 0+97.17
PVI ELEV = 203.98
PVI STA = 1+51.83
PVI ELEV = 202.76
PVI STA = 1+58.38
PVI ELEV = 202.20
PVI STA = 1+63.39
PVI ELEV = 202.12
PVI STA = 1+69.94
PVI ELEV = 202.52
PVI STA = 1+81.37
PVI ELEV = 202.22
PVI STA = 1+92.72
PVI ELEV = 202.23
EXISTING GRADE
FLOWLINE
TOP OF CURB
PVI STA = 0+97.17
PVI ELEV = 203.57
PVI STA = 1+51.83
PVI ELEV = 202.26
PVI STA = 1+58.38
PVI ELEV = 202.20
PVI STA = 1+63.39
PVI ELEV = 202.12
PVI STA = 1+69.94
PVI ELEV = 202.02
PVI STA = 1+92.72
PVI ELEV = 201.66
-2.23%
-8.63%
-1.50%
6.13%
-2.67%
0.12%
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.
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. 123456
123456789
10 EXISTING GRADE
PROPOSED GRADE
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
AS NOTED
JUNE 2, 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
ELEVATION
198.0200.0202.0
198.0
200.0
-2.25%
-1.20%
-0.56%
200.7
0+90
200.7
200.7
1+00
200.7
200.7
200.66
201.1
200.7
200.63
200.6
200.60
1+25
200.57
200.6
200.5
200.48
200.4
200.38
200.3
200.2
1+50
200.1
1+54
L = 32.17'
EXISTING GRADE
FLOWLINE
TOP OF CURB
PVI STA = 1+12.17
PVI ELEV = 200.67
PVI STA = 1+31.21
PVI ELEV = 200.57
PVI STA = 1+39.21
PVI ELEV = 200.39
PVI STA = 1+44.21
PVI ELEV = 200.33
PVI STA = 1+12.04
PVI ELEV = 201.17
PVI STA = 1+31.21
PVI ELEV = 200.57
PVI STA = 1+39.21
PVI ELEV = 200.89
PVI STA = 1+44.21
PVI ELEV = 200.76
-2.60% 4.00%
>
>
>
>
>
>
>
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
21+00 10+00
INTERSECTION DATA
STA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEW
N=2300937.71E=5765458.13
0+90
1+00
1+54
0+90
1+00
N63°15'17"E 15.71'
Δ=82°51'47" R=10.00' L=14.46'
8 '1
6 "
R
=
1 0
.
00 '
L=14.
07 '
±200.8 TC±200.3 FL
MATCH
EXISTING
±201.2 TC
±200.7 FL
MATCH
EXISTING
±201.4 TC±200.7 FL
MATCH
EXISTING
200.89 TC200.39 FL
200.57 TC200.57 FL
±201.2 FS SAWCUT AP MATCH EXIST
STA=9+71.68 -10.77± (L) CL_MountainView
±201.8 FS SAWCUT AP MATCH EXIST
STA=9+82.40 -9.05± (L) CL_MountainView
±202.1 FS SAWCUT AP MATCH EXIST
STA=10+41.61 20.87± (R) CL_MountainView
±200.5 FS SAWCUT AP MATCH EXIST
STA=9+57.94 16.05± (R) CL_MountainView
±202.0 FS SAWCUT AP MATCH EXIST
STA=21+13.52 10.46± (R) CL_Chorro
±201.4 FS SAWCUT AP MATCH EXIST
STA=21+27.05 10.55± (R) CL_Chorro
1.5%
%
201.35 TC200.85 FS
4.0%
1.8%
1.6%
4.0%
1.5%
0.8%
7.8%
7.8%
1.9%
1.0%
0.7%
±200.9 FS
MATCH
EXISTING
201.02
TC/FS
201.20 TC200.70 FS
201.17 TC200.67 FS
201.29
TC/FS
201.26
TC/FS
±201.3 FS
MATCH
EXISTING
±201.4 FS
MATCH
EXISTING
201.43 TC
200 93 FS
2'
8'
8'
3'
3'
STA 1+00.00 CR_Mountain View(NW)
N = 2300943.63
E = 5765425.17
STA=9+73.17 20.0± (L) CL_MountainView
1.4%
1.5%
1.6%
0.8%
5 4
1 1
4 4
6 6
6 2
%
2.0%
202.00
FS
201.93
FS
STA=21+26.98 20.1± (R) CL_Chorro
STA 1+11.67 CR_Mountain View(SW)
N = 2300903.18
E = 5765457.40
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
198.0200.0202.0
198.0
200.0
-1.82%
1.91%
1.64%
1.64%
1.64%
199.1
0+90
199.2
199.3
199.29
1+00
199.4
199.37
199.6
199.45
199.53
199.5
199.7
199.61
199.8
199.70
1+25
199.8
199.80
199.8
199.89
199.8
199.99
199.97
199.9
199.88
199.9
1+50
199.9
1+52
L = 50'
PVI STA = 1+00.00
PVI ELEV = 199.84
PVI STA = 1+05.00
PVI ELEV = 199.92
PVI STA = 1+18.32
PVI ELEV = 199.59
PVI STA = 1+23.33
PVI ELEV = 199.67
PVI STA = 1+42.05
PVI ELEV = 200.57
PVI STA = 1+50.00
PVI ELEV = 200.42
-1.82%
1.64%
1.64%
-2.53%
4.79%
PVI STA = 1+00.00
PVI ELEV = 199.29
PVI STA = 1+05.00
PVI ELEV = 199.37
PVI STA = 1+18.32
PVI ELEV = 199.59
PVI STA = 1+23.33
PVI ELEV = 199.67
PVI STA = 1+42.05
PVI ELEV = 200.03
PVI STA = 1+50.00
PVI ELEV = 199.88 FLOWLINE
TOP OF CURB
EXISTING GRADE
> > > > >
> >
^
^
^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^
^
^
^ ^
^ ^ ^
^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
24+00
10+00
INTERSECTION DATA
STA=24+58.02 CHORRO
STA=10+00.00 LINCOLN
N=2300640.95
E=5765660.42
0+90
1+00
1+49
1+52
0+90
1+00
N34°09'38"W 7.98'
Δ=82°18'29" R=10.00' L=14.37'
N63°13'46"E 12.12' Δ=82°51'44" R=10.00' L=14.46'
N64°00'27"E 5.00' N34°23'39"W 2.67'
Δ=98°28'41" R=20.00' L=34.38'
±199.5 TC±199.3 FL
MATCH
EXISTING ±201.1 TC
±200.6 FL
MATCH
EXISTING
±200.4 TC±199.9 FL
MATCH
EXISTING
±199.8 TC
±199.3 FL
MATCH
EXISTING
199.42 TC199.42 FL
199.48 TC199.36 FL
199.59 TC
199.59 FL 199.67 TC
199.67 FL
200.56 TC200.06 FL 199.92 TC
199.37 FL
201.08 TC
200.56 FL
200.62 TC
200.62 FL
1.0%
1.0%
5.8%
1.4%
4.7%
4.7%
0.5%
0.6%
1.6%
1.5%
200.23 TC
199.73 FS 200.14 TC
199.64 FS
±199.9 FS
MATCH
EXISTING
0.2%
1.8%
1.8%
1.2%
0.7%
0.2%
0.6%
0.4%
0.9%
1.8%
199.91 TC
199.41 FS
199.82 TC
199.32 FS
199.51
TC/FS
199.34
TC/FS
2.5%
3.4%
1.3%
1.9%
1.8%
1.7%
±200.3 FS
MATCH
EXISTING
1.9%
1.7%
1.5%
0.8%
5.3%
6.3%
72 1.0%
0.5% 201.22 TC 200.72 FS
201.21 TC200.71 FS
±199.4 FS SAWCUT AP MATCH EXIST
STA=9+48.77 -12.41± (L) CL_Lincoln
±199.9 FS SAWCUT AP MATCH EXIST
STA=9+68.25 -12.36± (L) CL_Lincoln
±200.4 FS SAWCUT AP MATCH EXIST
STA=24+26.40 12.58± (R) CL_Chorro
±200.4 FS SAWCUT AP MATCH EXIST
STA=24+01.23 12.65± (R) CL_Chorro
±200.9 FS SAWCUT AP MATCH EXIST
STA=24+24.34 -15.29± (L) CL_Chorro
0.6%
1.8%
200.53
FL
±199.5 FS SAWCUT AP MATCH EXIST
STA=9+61.80 10.47± (R) CL_Lincoln
±199.9 FS SAWCUT AP MATCH EXIST
STA=9+82.12 10.25± (R) CL_Lincoln
±199.8 FS SAWCUT AP MATCH EXIST
STA=24+75.82 10.36± (R) CL_Chorro
199.96
TC/FS
200.44
TC/FS
2'
1.5'
1.5'
STA=9+48.79 19.9± (L) CL_Lincoln
STA 1+00.00 CR_Lincoln(NW)
N = 2300636.25
E = 5765605.68
201.21
TC/FS
STA 1+00.00 CR_Lincoln(
N = 2300679.98E = 5765657.88
STA=24+24.34 19.8± (
3'
3'
1.5'
8'
8'
8'
2'
1.5'
4 5
5 1
3 4
6 6
6 1
4 2
2 1
6.2%
6.2%
200.70
FS
200 70
200.51
FL
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
198.0200.0202.0
198.0
200.0
-0.78%
200.6
0+90
200.6
200.60
200.6
1+00
200.6
200.56
200.60
200.6
200.7
200.64
200.7
200.67
200.7
200.71
1+25
200.7
200.75
200.8
200.79
200.9
200.9
201.0
1+47
L = 36.76'
PVI STA = 1+00.00
PVI ELEV = 201.12
PVI STA = 1+05.00
PVI ELEV = 201.08
PVI STA = 1+13.24
PVI ELEV = 200.62
PVI STA = 1+23.75
PVI ELEV = 200.70
PVI STA = 1+31.76
PVI ELEV = 201.28
PVI STA = 1+36.76
PVI ELEV = 201.32
7.24%
0.75%
-0.78%
-5.54%
0.75%
FLOWLINE
TOP OF CURB
EXISTING GRADE
PVI STA = 1+00.00
PVI ELEV = 200.60
PVI STA = 1+05.00
PVI ELEV = 200.56
PVI STA = 1+31.76
PVI ELEV = 200.76
PVI STA = 1+36.76
PVI ELEV = 200.80
> > > > > > > > > > > > > > > > >
> >
> > > > >
^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^
^
^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ INTERSECTION DATA 10+00
STA=24+58.02 CHORRO
STA=10+00.00 LINCOLN
N=2300640.95
E=5765660.42
1+47
0+90
1+00
N63°57'06"E 3.42'
Δ=98°20'10
N34°09'38"W 7.98'
N63°31'53"E 14.41'
Δ=82°18'29" R=10.00' L=14.37'
±201.3 TC±200.8 FL
MATCH
EXISTING
±201.1 TC
±200.6 FL
MATCH
EXISTING
200.90 TC
200.36 FL
200.09 TC
200.09 FL
200.17 TC
200.17 FL
199.59 TC199 59 FL
199.67 TC199.67 FL
201.08 TC
200.56 FL
200.70 TC200.70 FL
200.62 TC
200.62 FL
201.28 TC200.76 FL
1.9%
1.7%
1.5%
0.8%
5.3%
6.3%
7.2%
1.6%
1.9%
0.8%
0.5%
7.2%
1.0%
0.5%
201.22 TC
201.21 TC 200.72 FS
200.71 FS
±201.3 FS
MATCH
EXISTING
±200.4 FS SAWCUT AP MATCH EXIST
STA=24+26.40 12.58± (R) CL_Chorro
EXIST
orro
±200.9 FS SAWCUT AP MATCH EXIST
STA=24+24.34 -15.29± (L) CL_Chorro
±200.8 FS SAWCUT AP MATCH EXIST
STA=10+22.26 -16.60± (L) CL_Lincoln
±201.0 FS SAWCUT AP MATCH EXIST
STA=10+40.43 -16.69± (L) CL_Lincoln
±200.4 FS SAWCUT AP MATCH EXIST
STA=10+27.02 16.97± (R) CL_Lincoln
±200.6 FS SAWCUT AP MATCH EXIST
STA=10+49.44 17.03± (R) CL_Lincoln
0.6%
1.8%
1.1%
200.53
FL
200.13
FL
1.0%
1.0%
5.7%
201.21
TC/FS
201.30
TC/FS
±201.4 FS
MATCH
EXISTING
STA 1+00.00 CR_Lincoln(NE)
N = 2300679.98
E = 5765657.88
STA=24+24.34 19.8± (L) CL_Chorro
3'
3'
1.5'
1.5'
3'
3'
8'
8'
STA=10+49.43 20.0± STA 1+00.00 CR_
N =
E =
5 5
4 5
6 6
2 2
1 5
5 5.2%
1.9%
6.2%
6.2%
1.0%
200.70
FS
200.20
FS
200.30
FS
200.70
FS
200.14
FS
200.51
FL
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
198.0200.0202.0
198.0
200.0
-1.50%
-1.50%
-1.50%
-5.69%
-1.50%
200.6
0+90
200.5
200.4
200.44
200.4
200.36
200.4
200.29
200.3
200.21
200.14
200.1
200.0
200.00
1+25
200.0
199.71
199.8
199.43
199.4
199.30
199.2
199.23
199.1
1+50
199.1
1+51
L = 46.52'
PVI STA = 1+00.00
PVI ELEV = 200.98
PVI STA = 1+05.01
PVI ELEV = 200.90
PVI STA = 1+17.69
PVI ELEV = 200.17
PVI STA = 1+23.46
PVI ELEV = 200.09
PVI STA = 1+36.16
PVI ELEV = 199.92
PVI STA = 1+46.52
PVI ELEV = 199.76-1.50%
-5.78%
-1.50%
-1.34%
-1.50%
FLOWLINE
TOP OF CURB
EXISTING GRADE
PVI STA = 1+00.00
PVI ELEV = 200.44
PVI STA = 1+05.01
PVI ELEV = 200.36
PVI STA = 1+17.69
PVI ELEV = 200.17
PVI STA = 1+23.46
PVI ELEV = 200.09
PVI STA = 1+36.16
PVI ELEV = 199.36
PVI STA = 1+46.52
PVI ELEV = 199.21
> > > > > > > > > > > > > > > > > > > >
> >
> > > > > >
^
^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^
^
^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 25+00
10+00
0+90
1+00
1+51
1+00
N63°57'06"E 3.42'
N34°23'04"W 3.42'
Δ=98°20'10" R=20.00' L=34.33'
N63°31'53"E 14.41'
Δ=82°18'29" R=10.00' L=14.37'
N33°54'30"W 12.12' Δ=82°51'44" R=10.00' L=14.46'
±199.3 TC
±198.9 FL
MATCH
EXISTING
±199.8 TC±199.2 FL
MATCH
EXISTING
±201.0 TC
±200.4 FL
MATCH
EXISTING
±201.3 TC
±200.8 FL
MATCH
EXISTING
200.90 TC
200.36 FL
200.09 TC
200.09 FL
200.17 TC
200.17 FL
199.92 TC199.36 FL
199.84 TC199.34 FL
199.22 TC
199.22 FL
199.34 TC
198.93 FL
200.70 TC200.70 FL
200.62 TC200.62 FL
201.28 TC200.76 FL
0.2%
1.8%
1.8%
1.2%
1.3%
0.2%
0.0%
1.4%
1.8%
199.91 TC199.41 FS
199.82 TC199.32 FS
199.34
TC/FS
1.7%
5.3%
6.3%
7.2%
1.6%
1.9%
0.8%
0.5%
7.2%
1.0%
201.22 TC
0.5%
200.72 FS
201.21 TC
200.71 FS
±200.8 FS SAWCUT AP MATCH EXIST
STA=10+22.26 -16.60± (L) CL_Lincoln
±201.0 FS SAWCUT AP MATCH EXIST
STA=10+40.43 -16.69± (L) CL_Lincoln
±200.4 FS SAWCUT AP MATCH EXIST
STA=10+27.02 16.97± (R) CL_Lincoln
±200.6 FS SAWCUT AP MATCH EXIST
STA=10+49.44 17.03± (R) CL_Lincoln
±199.4 FS SAWCUT AP MATCH EXIST
STA=25+12.92 -14.29± (L) CL_Chorro
0.6%
1.8%
1.1%
3.4%
200.53
FL
200.13
FL
7.6%
1.5%
1.8%
1.4%
1.0%
1.0%
5.7%
1.0%
1.6%
0.5%
1.2%
1.0%
1.6%
1.3%
1.8%
±199.9 FS SAWCUT AP MATCH EXIST
±199.8 FS SAWCUT AP MATCH EXIST
STA=24+75.82 10.36± (R) CL_Chorro
±199.3 FS SAWCUT AP MATCH EXIST
STA=24+96.13 10.50± (R) CL_Chorro
0.3%
201.21
TC/FS
201.30
TC/FS
3'
3'
1.5'
3'
3'
1.5'
1.5'
200.64 TC200.14 FS 200.71 TC
200.21 FS
200.94
TC/FS
199.96
TC/FS
±199.8 FS
MATCH
EXISTING
±201.0 FS
MATCH
EXISTING
8'
8'
9.6'
9.6'
STA=10+49.43 20.0± (R) CL_Lincoln
STA 1+00.00 CR_Lincoln(SE)
N = 2300644.80
E = 5765713.62
STA 1+00.00 CR_Lincoln(SW)
N = 2300598.29
E = 5765665.41
STA=24+96.07 20.0±
8'
2'
1.5'
4 2
5 5
2 1
4 1
6 6
2 2
2 5
5 5.2%
1.9%
6.2%
6.2%
1.0%
200.70
FS
200.20
FS
200.30
FS
200.70
FS
200.14
FS
200.51
FL
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.
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. 123456
123456789
10 EXISTING GRADE
PROPOSED 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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
ELEVATION
196.0198.0200.0202.0
196.0
200.0
3.67%
1.50%
1.50%
-0.69%
-0.69%
198.5
0+90
198.7
198.86
198.9
199.0
198.93
199.2
199.11
199.4
199.25
199.4
199.33
199.40
199.5
1+25
199.3
199.39
199.3
199.35
199.3
199.1
198.9
1+49
L = 38.7'
PVI STA = 1+00.00
PVI ELEV = 199.27
PVI STA = 1+05.00
PVI ELEV = 199.34
PVI STA = 1+13.00
PVI ELEV = 199.22
PVI STA = 1+25.70
PVI ELEV = 199.42
PVI STA = 1+33.70
PVI ELEV = 199.49
PVI STA = 1+38.70
PVI ELEV = 199.46
-1.51% 1.50%
0.99% -0.69%
1.50%
FLOWLINE
TOP OF CURB
EXISTING GRADE
PVI STA = 1+00.00
PVI ELEV = 198.86
PVI STA = 1+05.00
PVI ELEV = 198.93
PVI STA = 1+13.00
PVI ELEV = 199.22
PVI STA = 1+25.70
PVI ELEV = 199.42
PVI STA = 1+33.70
PVI ELEV = 199.36
PVI STA = 1+38.70
PVI ELEV = 199.33
>
>
>
>
>
>
>
>
>
^
^
^
^
^
^
^
^
^
^
^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
25+00
10+00 INTERSECTION DATA STA=24+58.02 CHORRO
STA=10+00.00 LINCOLN
N=2300640.95E=5765660.42
1+49 0+90
1+00
98°
20'
10"
R=20
.00'
L
=
3 4
.
3 3
'
N33°54'30"W 12.12' N63°13'46"E 12.12'
Δ=82°51'44" R=10.00' L=14.46'
N64°00'2
Δ
=
9 8
°
±199.5 TC±199.3 FL
MATCH
EXISTING
±199.3 TC
±198.9 FL
MATCH
EXISTING
200.09 TC200.09 FL
200.17 TC200.17 FL
.92 TC.36 FL
199.42 TC
199.22 TC 199.42 FL
199.22 FL
199.34 TC
198.93 FL
199.48 TC199.36 FL
199.59 TC
199.59 FL
199.67 TC
199 67 FL
1.8% 0.2%
1.8%
1.2%
0.7% 1.3%
0.2% 0.0% 1.4%
1.8%
0.6% 0.4%
0.9%
1.8%
199.91 TC199.41 FS
199.82 TC
199.32 FS
±199.6 FS
MATCH
EXISTING
199.51
TC/FS
199.34
TC/FS
±199.9 FS SAWCUT AP MATCH EXIST
STA=9+68.25 -12.36± (L) CL_Lincoln
WCUT AP MATCH EXIST
2 -14.29± (L) CL_Chorro
3.4%
200.13
FL %
%
±199.5 FS SAWCUT AP MATCH EXIST
STA=9+61.80 10.47± (R) CL_Lincoln
±199.9 FS SAWCUT AP MATCH EXIST
STA=9+82.12 10.25± (R) CL_Lincoln
±199.8 FS SAWCUT AP MATCH EXIST
STA=24+75.82 10.36± (R) CL_Chorro
±199.3 FS SAWCUT AP MATCH EXIST
STA=24+96.13 10.50± (R) CL_Chorro
0.3%
±199.3 FS
MATCH
EXISTING
2'
3'
STA 1+00.00 CR_Lincoln(SW)
N = 2300598.29
E = 5765665.41
STA=24+96.07 20.0± (R) CL_Chorro
8' 8'
2'
1.5' 1.5'
2 5
5 1
2 1
4 6
6 2
2 2
5 5.2%
1.9%
200.20
FS
200.14
FS
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
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
SD
^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^
5-5
C-5.5
5-5
C-5.5
6-6
C-5.5
6-6
C-5.5
30+00
10+00
11+0
INTERSECTION DATA
STA=30+30.98 CHORRO
STA=10+00.00 WALNUT
N=2300167.64
E=5765983.33
2+17
0+90
1+00
2+00
1+0
N34°19'45"W 5.00'
N34°18'56"W 23.42'
N56°03'39"E 20.23'
N55°50'33"E 5.00'
Δ=89°37'25" R=20.00' L=31.28'
Δ=42°46'48" R=10.00' L=7.47'
Δ=42°46'50" R=20.00' L=14.93'
N55°53'50"E 12.25'
N55°53'50"E 11.33' Δ=90°07'27" R=20.00' L=31.46'
±193.1 TC
±192.6 FL
MATCH
EXISTING
±195.6 TC±195.1 FL
MATCH
EXISTING
193.46 TC
193.46 FL 193.54 TC 193.54 FL
194.17 TC193.67 FL
193.81 TC
193.31 FL
193.17 TC
192.67 FL
195.49 TC194.99 FL
195.13 TC194.63 FL
194.86 TC194.36 FL
194.31 TC193.81 FL
193.68 TC
193.18 FL
194.12 TC
194.12 FL
194.19 TC
194.19 FL
195.19 TC
194.69 FL
194.91 TC
194.41 FL
±193.1 FS SAWCUT AP MATCH EXIST
STA=29+69.61 -8.17± (L) CL_Chorro
±195.8 FS SAWCUT AP MATCH EXIST
STA=10+85.26 0.00± () CL_Walnut
±195.6 FS SAWCUT AP MATCH EXIST
STA=10+80.20 0.00± () CL_Walnut
6.1%
1.5%
1.0%
1.5%
1.0%
3.8%
1.5%
4.9%
194.07
FS
195.60
FS
194.00
FS
194.02
FS
195.85
FS
195.65
FS
194.79
FS
1.8%
2.6%
0.1%
4.0%
2.9%
3.2%
1.0%
5.0%
4.8%
2.7%
7.5%7.5%
8.6%
0.3%
3.3%
194.71
FS
194.79
FS
194.71
FS
0.0%0.0%
1.8%
194.23
FS
195.36 TC194.86 FL
6.8%
6" PERFORATED SDR35 PVC SLOPED
UNDERDRAIN (S = 0.02 FT/FT MIN)
12" MIDSTATE CONCRETE CATCH BASIN
(CB 12" x 12", OR APPROVED EQUAL)
OVERFLOW / OUTLET STRUCTURE
8" HDPE STORM DRAIN
(S = 0.02 FT/FT MIN)
6" PERFORATED SDR35 PVC SLOPED
UNDERDRAIN (S = 0.01 FT/FT MIN)
OVERFLOW / OUTLET STRUCTURE
(CB 12" x 12", OR APPROVED EQUAL)
12" MIDSTATE CONCRETE CATCH BASIN
(S = 0.01 FT/FT MIN)
8" HDPE STORM DRAIN
SEE 2' CURB CUT
DETAIL, SHEET C-6.5
SEE 2' CURB CUT
DETAIL, SHEET C-6.5
193.50 TG189.00 INV
189.1 INV
193.60 TG
PN: 002-293-015
ATE PARCEL
5 2
5 4
4 2
1 6
6 2
5 2
2 2
5 4.6%
1.7%
1.7%
8.8%
2.2%
2.2%
2.1%
2.7%
1.7%
1.7%
1.7%
3.9%
6.1%
193.95
FS
STA=29+69.61 19.8± (L) CL_Chorro
STA 1+00.00 CR_Walnut(NE)
N = 2300229.49
E = 5765965.09
STA 1+00.00 CR_Walnut(SE)
N = 2300197.07
E = 5766060.31
STA=10+80.20 19.0± (R) CL_Walnut
REFER TO LANDSCAPE PLANS
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
190.0192.0194.0196.0198.0
190.0
4.47%
2.17%
1.50%
2.16%
1.90%
2.20%
5.0' VC
PVI STA = 1+75.00
PVI ELEV = 194.14
K = 2.20
BVC = 1+72.50
ELEV = 194.09
EVC = 1+77.50
ELEV = 194.25
LOW PT STA: 1+72.50
LOW PT ELEV: 194.09
192.5
0+90
192.5
192.56
192.6
192.67
192.6
192.7
192.78
192.8
192.89
193.0
193.00
193.10
193.2
1+25
193.4
193.21
193.32
193.5
193.43
193.6
193.7
193.51
193.7
193.60
1+50
193.8
193.70
193.9
193.81
193.92
194.1
194.03
194.3
194.4
194.16
1+75
194.4
194.36
194.56
194.5
194.70
194.6
194.6
194.81
194.8
194.91
2+00
195.0
195.02
195.2
195.4
195.5
2+17
L = 107.33'
PVI STA = 1+00.00
PVI ELEV = 193.06
PVI STA = 1+34.45
PVI ELEV = 193.81
PVI STA = 1+41.56
PVI ELEV = 193.46
PVI STA = 1+46.57
PVI ELEV = 193.54
PVI STA = 1+53.68
PVI ELEV = 194.17
PVI STA = 2+02.33
PVI ELEV = 195.47
PVI STA = 2+07.33
PVI ELEV = 195.73
1.50%
4.47%
2.16%
-4.87%
8.93%
2.20%
2.17%
5.30%
10.0' VC
PVI STA = 1+85.00
PVI ELEV = 195.09
K = 4.35
BVC = 1+80.00
ELEV = 194.86
EVC = 1+90.00
ELEV = 195.20
HIGH PT STA: 1+90.00
HIGH PT ELEV: 195.20
PVI STA = 1+00.00
PVI ELEV = 193.06
PVI STA = 1+34.45
PVI ELEV = 193.81
PVI STA = 1+41.56
PVI ELEV = 193.46
PVI STA = 1+46.57
PVI ELEV = 193.54
PVI STA = 1+53.68
PVI ELEV = 194.17
PVI STA = 2+02.33
PVI ELEV = 195.47
PVI STA = 2+07.33
PVI ELEV = 195.73
1.50%
4.47%
2.16%
-4.87%
8.93%
2.20%
2.17%
5.30%
5.0' VC
PVI STA = 1+75.00
PVI ELEV = 194.64
K = 2.20
BVC = 1+72.50
ELEV = 194.59
EVC = 1+77.50
ELEV = 194.75
LOW PT STA: 1+72.50
LOW PT ELEV: 194.59
10.0' VC
PVI STA = 1+85.00
PVI ELEV = 195.09
K = 4.35
BVC = 1+80.00
ELEV = 194.86
EVC = 1+90.00
ELEV = 195.20
HIGH PT STA: 1+90.00
HIGH PT ELEV: 195.20
PVI STA = 1+00.00
PVI ELEV = 192.56
PVI STA = 1+41.56
PVI ELEV = 193.46
PVI STA = 1+46.57
PVI ELEV = 193.54
PVI STA = 1+53.68
PVI ELEV = 193.67
PVI STA = 2+07.33
PVI ELEV = 195.07
EXISTING GRADE
FLOWLINE
TOP OF CURB
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.
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
CHORRO | WALNUT (N)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
WALNUT CURB RETURNS
C-4.39
SKY
BLM
SKY
SD SD
SD
SD SD
SD
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^
^
^
5-5
C-5.5
5-5
C-5.5
6-6
C-5.5
6-6
C-5.5
31+00
10+00
2+34
0+90
1+00
2+00
N56°03'39"E 20.23'
Δ=89°37'25" R=20.00' L=31.28'
2°46'50" R=20.00' L=14.93'
N55°53'50"E 12.25'
N55°53'50"E 11.33'
N34°13'37"W 49.41'
Δ=36°52'12" R=20.00' L=12.87'
Δ=36°52'12" R=10.00' L=6.44'
Δ=90°07'27" R=20.00' L=31.46'
±195.4 TC
±194.9 FL
MATCH
EXISTING
±196.7 TC±196.2 FL
MATCH
EXISTING
193.46 TC193.46 FL
193.54 TC193.54 FL
95.13 TC
94.63 FL
194.86 TC194.36 FL
194.48 TC
193.98 FL
194.12 TC
194.12 FL
194.19 TC194.19 FL
194.82 TC194.32 FL
195.19 TC
194.69 FL
194.91 TC
194.41 FL
195.02 TC194.52 FL
MATCH EXIST
() CL_Walnut
±196.4 FS SAWCUT AP MATCH EXIST
STA=31+13.23 -8.06± (L) CL_Chorro
6.1%
1.5%
1.0%
1.5%
1.0%
194.07
FS
194.00
FS
194.02
FS
194.79
1.8% FS
3.6%
2.6%
0.1%
4.0%
3.0%
2.9%
3.2%
1.0%
5.0%
4.8%
2.7%
7.5%
7.5%
0.3%
8.6%
3.3%
3.2%
194.71
FS
194.79
FS
194.71
FS
0.0%
0.0%
1.8%
194.23
FS
195.36 TC194.86 FL
194.18 TC
193.68 FL
3.5%
6" PERFORATED SDR35 PVC SLOPED
UNDERDRAIN (S = 0.02 FT/FT MIN)
6" PERFORATED SDR35 PVC SLOPED
UNDERDRAIN (S = 0.01 FT/FT MIN)
12" MIDSTATE CONCRETE CATCH BASIN
(CB 12" x 12", OR APPROVED EQUAL)
OVERFLOW / OUTLET STRUCTURE
8" HDPE STORM DRAIN
(S = 0.01 FT/FT MIN)
SEE 2' CURB CUT
DETAIL, SHEET C-6.5
193.60 TG
189.1 INV
5 4
4 1
6 2
2 6
2 2
2 5
4.6%
1.7%
1.7%
8.8%
2.7%
1.7%
3.9%
6.1%
193.95
FS
STA 1+00.00 CR_Walnut(SE)
N = 2300197.07
E = 5766060.31
STA=10+80.20 19.0± (R) CL_Walnut
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.
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. 123456
123456789
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
190.0
192.0194.0196.0198.0200.0
190.0
200.0
3.24%
-2.01%
-3.84%
0.00%
4.93%
1.92% 1.50% 1.75%
195.3
0+90
195.1
194.94
194.9
194.84
194.8
194.8
194.73
194.7
194.58
194.5
194.39
194.3
194.19
1+25
194.00
194.1
194.1
193.81
193.65
194.1
194.0
193.79
194.00
194.1
1+50
194.3
194.10
194.5
194.18
194.5
194.26
194.6
194.38
194.54
194.8
1+75
194.8
194.70
194.86
194.9
195.02
195.1
195.3
195.18
195.5
195.35
2+00
195.6
195.51
195.67
195.8
195.83
195.9
196.0
195.99
196.1
2+25
196.2
196.3
2+34
L = 123.75'
PVI STA = 1+00.00
PVI ELEV = 195.55
PVI STA = 1+12.00
PVI ELEV = 195.19
PVI STA = 1+39.22
PVI ELEV = 194.15
PVI STA = 1+42.22
PVI ELEV = 194.15
PVI STA = 1+49.00
PVI ELEV = 194.48
PVI STA = 1+56.11
PVI ELEV = 194.12
PVI STA = 1+61.12
PVI ELEV = 194.19
PVI STA = 1+68.23
PVI ELEV = 194.82
PVI STA = 2+23.75
PVI ELEV = 196.60
-2.97%
-3.84%
0.00%
4.93% -5.11%
1.50%
8.78%
3.21%
-2.97%
-3.84%
0.00%
4.93% -5.11%
1.50%
8.78%
3.21%
PVI STA = 1+00.00
PVI ELEV = 194.94
PVI STA = 1+12.00
PVI ELEV = 194.69
PVI STA = 1+39.22
PVI ELEV = 193.65
PVI STA = 1+42.22
PVI ELEV = 193.65
PVI STA = 1+49.00
PVI ELEV = 193.98
PVI STA = 1+56.11
PVI ELEV = 194.12
PVI STA = 1+61.12
PVI ELEV = 194.19
PVI STA = 1+68.23
PVI ELEV = 194.32
PVI STA = 2+23.75
PVI ELEV = 196.12
EXISTING GRADE FLOWLINE
TOP OF CURB
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.
EXISTING GRADE
PROPOSED GRADE
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
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036 CHORRO | WALNUT (S)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
WALNUT CURB RETURNS
C-4.41
SKY
BLM
SKY
ELEVATION
196.5
198.0200.0
196.5
200.0
1.54% 1.54%
0.68%
1.54%
1.54%
197.2
0+90
197.2
197.2
197.18
197.2
197.26
197.34
197.2
197.5
197.41
197.3
197.49
197.4
197.57
1+25
197.7
197.64
197.72
197.9
197.77
198.1
198.0
197.81
197.84
198.0
1+50
197.87
197.9
197.9
197.91
198.0
1+75 1+78
L = 62.43'
PVI STA = 1+00.00
PVI ELEV = 197.68
PVI STA = 1+17.66
PVI ELEV = 197.95
PVI STA = 1+24.77
PVI ELEV = 197.56
PVI STA = 1+29.78
PVI ELEV = 197.64
PVI STA = 1+36.89
PVI ELEV = 198.22
PVI STA = 1+62.43
PVI ELEV = 198.38
1.52%
-5.44%
1.54%
8.15%
0.64%
PVI STA = 1+00.00
PVI ELEV = 197.18
PVI STA = 1+29.78PVI ELEV = 197.64
PVI STA = 1+36.89PVI ELEV = 197.75
PVI STA = 1+62.43PVI ELEV = 197.92
PVI STA = 1+17.66
PVI ELEV = 197.45
PVI STA = 1+24.77PVI ELEV = 197.56 EXISTING GRADE
FLOWLINE
TOP OF CURB
> > > > > > > > > > > > > > >
> > > > >
> > > > >
^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^ ^ ^
^ ^ ^ ^ ^
^
^
^ ^
^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
10+00
^
INTERSECTION DATA
STA=33+91.02 CHORRO
STA=10+00.00 PEACH
N=2299870.04
E=5766185.96
0+90
1+00
1+78
1+00
N34°23'42"W 5.00'
Δ=90°15'
Δ=39°56'42" R=20.00' L=13.94'
Δ=39°56'40" R=10.00' L=6.97'
Δ=89°28'47" R=20.00' L=31.23'
N34°05'02"W 10.00'
Δ=90°17'22" R=20.00' L=31.52'
Δ=39°56'40" R=10.00' L=6.97'
Δ=39°56'40" R=20.00' L=13.94'
±197.3 TC±196.6 FL
MATCH
EXISTING
±197.7 TC
±197.2 FL
MATCH
EXISTING
±198.4 TC±197.9 FL
MATCH
EXISTING
±198.7 TC
±198.2 FL
MATCH
EXISTING
198.08 TC
198.08 FL
198.02 TC
198.02 FL
198.56 TC
198.06 FL
198.58 TC
198.08 FL
198.60 TC
198.13 FL
198.29 TC197.83 FL
198.25 TC197.78 FL
198.22 TC197.75 FL
197.64 TC
197.56 TC 197.64 FL
197.56 FL
197.95 TC
197.45 FL
197.76 TC
197.26 FL
196.51 TC196 51 FL
197.04 TC196.54 FL
2.5%
1.5%
0.5%
1.6%
3.0%
2.0%
1.4%
1.6%
5.1%
2.5%
1.0%
1.5%
1.0%
1.5%
0.2%
198.08
FS
198.38
FS
197.85
FS
±197.8 FS
MATCH
EXISTING
198.16
FS
198.24
FS
198.29
FS
198.21
FS
0.6%
1.0%
197.84 TC
197.34 FL
1.7%
1.5%
1.0%
2.5%
8.0%
7.5%
1.2%
1.0%
7.5%
7.5%
7.5%
198.68
FS
198.62
FS
198.67
FS
198.73
FS
1.0%
198.54
FS
198.58
FS
197.31
FS
197.11
FS
1.4%
0.8%
7.2%
2.0%
3.5%
1.2%
197.43
FL
1.8%
0.5%
1.9%
1.0%
±198.4 FS SAWCUT AP MATCH EXIST
STA=10+58.08 -9.73± (L) CL_Peach
±197.6 FS SAWCUT AP MATCH EXIST
STA=10+23.25 -9.67± (L) CL_Peach
±197.5 FS SAWCUT AP MATCH EXIST
STA=33+48.23 -11.38± (L) CL_Chorro
±197.2 FS SAWCUT AP MATCH EXIST
STA=33+53.27 8.14± (R) CL_Chorro
±197.1 FS SAWCUT AP MATCH EXIST
STA=33+70.90 8.10± (R) CL_Chorro
±197.8 FS SAWCUT AP MATCH EXIST
STA=10+23.22 10.16± (R) CL_Peach
±198.6 FS SAWCUT AP MATCH EXIST
STA=10+57.89 10.08± (R) CL_Peach
0.8%
0.1%
197.45
FL
197.19 TC196.58 FL
2.0%
2.0%
0.7%
0.3%
0.8%
±198.5 FS
MATCH
EXISTING
2.5%
7.9%
0.6%
0.7%
0.8%
198.36
FS
7.2%
5.2%
3.5%
2.5%
7.5%
197.90
FS
197.60
FS
197.55
FS
197.75
FS
197.67
FL
STA=33+48.25 18.8± (L) CL_Chorro
STA 1+00.00 CR_Peach(NE)
N = 2299915.98
E = 5766177.44
STA 1+00.
N = 22998E = 576624
STA=10
5 4
5 4
2 1
6 6
2 2
2 4 1
4 5
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.
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. 123456
123456789
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
ELEVATION
196.0198.0200.0
196.0
200.0
-0.54% -0.54% 1.24% 1.24%
1.24%
198.2
0+90
198.2
198.2
198.2
198.16
198.3
198.14
198.4
198.11
198.4
198.08
198.3
198.05
1+25
198.2
198.03
198.0
198.06
198.12
197.9
198.3
198.18
198.2
198.24
1+50
198.3
198.30
198.5
198.7
198.8
1+67
L = 57.14'
PVI STA = 1+00.00
PVI ELEV = 198.66
PVI STA = 1+24.75
PVI ELEV = 198.56
PVI STA = 1+31.86
PVI ELEV = 198.02
PVI STA = 1+36.87
PVI ELEV = 198.08
PVI STA = 1+43.98
PVI ELEV = 198.67
PVI STA = 1+57.14
PVI ELEV = 199.00
-0.41%
-7.63%
1.24%
8.27%
2.52%
PVI STA = 1+00.00
PVI ELEV = 198.19
PVI STA = 1+24.75
PVI ELEV = 198.06
PVI STA = 1+31.86
PVI ELEV = 198.02
PVI STA = 1+36.87
PVI ELEV = 198.08
PVI STA = 1+43.98
PVI ELEV = 198.17
PVI STA = 1+57.14
PVI ELEV = 198.33 EXISTING GRADE FLOWLINE
TOP OF CURB
> > > > > > > > > > > > > > >
> > > > >
> > > > >
^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^
^ ^ ^ ^ ^ ^
^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
34+00
10+00
1+67
0+90
1+00
N34°23'42"W 5.00'
Δ=89°58'0
N33°53'42"W 4.99'
Δ=39°56'42" R=20.00' L=13.94'
Δ=39°56'40" R=10.00' L=6.97'
Δ=89°28'47" R=20.00' L=31.23'
Δ=90°17'22" R=20.00' L=31.52'
Δ=39°56'40" R=10.00' L=6.97'
Δ=39°56'40" R=20.00' L=13.94'
±198.2 TC
±197.8 FL
MATCH
EXISTING
±198.4 TC±197.9 FL
MATCH
EXISTING
±198.7 TC
±198.2 FL
MATCH
EXISTING
±199.0 TC±198.3 FL
MATCH
EXISTING
197.59 TC
197.27 FL
198.08 TC198.08 FL 198.02 TC
198.02 FL
198.67 TC198.17 FL
198.56 TC
198.06 FL
198.58 TC
198.08 FL
198.60 TC
198.13 FL
198.29 TC197.83 FL
198.25 TC197.78 FL
198.22 TC197.75 FL
197.64 TC197.64 FL
197.56 TC197.56 FL
2.0%
2.5%
5.1%
1.0%
1.5%
1.0%
1.5%
0.2%
198.38
FS
198.16
FS
198.24
FS 198.29FS
198.21
FS
0.6%
1.0%
1.7%
1.5%
1.0%
2.5%
8.0%
7.5%
3.4%
1.2%
1.0% 7.5%
7.5%
7.5%
198.68
FS
198.62
FS
198.67
FS
198.73
FS
1.0%
198.96
FS
198.54
FS
198.58
FS
197.75
FS
1.9%
5.9%
1.2%
197.43
FL
1.8%
1.9%
1.0%
±198.4 FS SAWCUT AP MATCH EXIST
STA=10+58.08 -9.73± (L) CL_Peach
±197.6 FS SAWCUT AP MATCH EXIST
STA=10+23.25 -9.67± (L) CL_Peach
±197.8 FS SAWCUT AP MATCH EXIST
STA=34+13.04 10.18± (R) CL_Chorro
±198.3 FS SAWCUT AP MATCH EXIST
STA=34+29.02 10.14± (R) CL_Chorro
±198.4 FS SAWCUT AP MATCH EXIST
STA=34+28.95 -11.23± (L) CL_Chorro
±197.8 FS SAWCUT AP MATCH EXIST
STA=10+23.22 10.16± (R) CL_Peach
±198.6 FS SAWCUT AP MATCH EXIST
STA=10+57.89 10.08± (R) CL_Peach
0.8%
198.87 TC198.27 FL
0.1%
3.0%
±198.8 FS
MATCH
EXISTING
±199.2 FS
MATCH
EXISTING
7 5%
197.45
FL
197.96 TC
197.63 FL
4.7%
2.5%
2.6%
0.7% 0.3%
0.8%
2.5%
7.9%
0.6%
0.7%
0.8%
198.36
FS
7.2%
5.2%
3.5%
2.5%
7.5%
2.9%
197.90
FS
197.60
FS
197.55
FS
197.75
FS
197.67
FL
STA 1+00.00 CR_Peach(SE)
N = 2299886.06
E = 5766245.13
STA=10+57.91 20.1± (R) CL_Peach
STA 1+00.00 CR_Peac
N = 22998
E = 5766
5 5
6 2 6
1 4 1
4 5
4 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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
196.0198.0
196.0
-1.73%
-4.42%
-1.73%
-2.14%
-2.14%
198.4
0+90
198.1
197.8
197.85
1+00
197.62
197.6
197.4
197.40
197.2
197.24
197.2
197.15
197.06
197.1
1+25
197.0
196.96
196.85
196.9
196.8
196.74
196.7
196.63
196.5
196.53
1+50
196.4
196.42
196.3
196.31
1+74
L = 63.64'
PVI STA = 1+00.00
PVI ELEV = 198.17
PVI STA = 1+13.01
PVI ELEV = 197.59
PVI STA = 1+20.13
PVI ELEV = 197.15
PVI STA = 1+25.13
PVI ELEV = 197.06
PVI STA = 1+32.25
PVI ELEV = 197.41
PVI STA = 1+63.64
PVI ELEV = 196.90
-4.42%
-6.31%
-1.73%
4.99% -1.64%
PVI STA = 1+00.00
PVI ELEV = 197.85
PVI STA = 1+25.13
PVI ELEV = 197.06
PVI STA = 1+13.01
PVI ELEV = 197.27
PVI STA = 1+20.13
PVI ELEV = 197.15 PVI STA = 1+32.25 PVI ELEV = 196.91 PVI STA = 1+63.64 PVI ELEV = 196.24
EXISTING GRADE
FLOWLINE
TOP OF CURB
> > > >
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^
34+00
1+0
1+74
0+90
1+00
N55°50'22"E 1.08'
Δ=39°57'29" R=20.00' L=13.95'
Δ=39°57'42" R=10.00' L=6.97'
31.51'
N34°23'42"W 5.00'
Δ=89°58'09" R=20.00' L=31.41'
Δ=39°56'15" R=10.00' L=6.97'
Δ=39°56'47" R=20.00' L=13.94'
31.23'
±196.9 TC±196.3 FL
MATCH
EXISTING
±198.2 TC
±197.8 FL
MATCH
EXISTING
0 TC3 FL
H
NG
197.59 TC
197.27 FL
197.06 TC197.06 FL
197.15 TC
197.15 FL
197.41 TC196.91 FL
197.35 TC196.82 FL
197.23 TC196.67 FL
198.67 TC198.17 FL
196.90 TC
196.40 FL
196.47 TC
196.47 FL
196.85 TC
196.35 FL
196.78 TC
196.28 FL
8.0%
197.65
FS
197.67
FS
197.97
FS
±198.3 FS
MATCH
EXISTING
197.71
FS
197.80
FS
197.75
FS
197.66
FS
197.09
197 12 FS
1.5%
1 7.5%
2.0%
5.7%
3.3%
0.5%
1.9%
4.0%
1.8%
1.0%
1.0%
1.8%
7.5%
1.9%
2.9%
5.9%
±197.0 FS SAWCUT AP MATCH EXIST
STA=9+75.95 -4.18± (L) CL_Peach
±196.5 FS SAWCUT AP MATCH EXIST
STA=9+42.97 -4.29± (L) CL_Peach
±196.6 FS SAWCUT AP MATCH EXIST
STA=9+43.48 10.04± (R) CL_Peach
±197.2 FS SAWCUT AP MATCH EXIST
STA=9+77.78 10.01± (R) CL_Peach
±197.8 FS SAWCUT AP MATCH EXIST
STA=34+13.04 10.18± (R) CL_Chorro
±198.3 FS SAWCUT AP MATCH EXIST
STA=34+29.02 10.14± (R) CL_Chorro
±198.4 FS SAWCUT AP MATCH EXIST
STA=34+28.95 -11.23± (L) CL_Chorro
198.87 TC198.27 FL
197.96 TC 7.5%
197.63 FL
4.7%
4.2%
%
1.2%
1.1%
1.2%
4.5%
1.5%
1.8% 2.3%
±197.1 FS
MATCH
EXISTING
2.9%
±198.2 FS
MATCH
EXISTING
2.2%
2.9%
STA=34+29.04 17.1± (R) CL_Chorro
STA 1+00.00 CR_Peach(SW)
N = 2299828.96
E = 5766193.19
STA 1+00.00 CR_Peach(NW)
N = 2299854.25
E = 5766127.75
STA
5 3
4 4
2 1
6 6
2 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.
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. 123456
123456789
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
ELEVATION
195.0196.0198.0
195.0
1.06%
0.51%
1.06% 0.65% 0.51%
196.0
0+90
196.1
196.12
196.1
1+00
196.17
196.2
196.3
196.22
196.4
196.28
196.5
196.33
196.6
196.38
1+25
196.44
196.6
196.6
196.48
196.5
196.51
196.54
196.6
196.7
196.56
1+50
196.6
196.59
196.6
196.6
196.6
1+69
L = 58.51'
PVI STA = 1+00.00
PVI ELEV = 196.62
PVI STA = 1+26.41
PVI ELEV = 196.90
PVI STA = 1+33.52
PVI ELEV = 196.47
PVI STA = 1+38.53
PVI ELEV = 196.51
PVI STA = 1+45.64
PVI ELEV = 197.04
PVI STA = 1+58.51
PVI ELEV = 197.29
1.06%
-5.97%
0.65%
7.54%
1.93%
PVI STA = 1+00.00
PVI ELEV = 196.12
PVI STA = 1+26.41
PVI ELEV = 196.40
PVI STA = 1+58.51
PVI ELEV = 196.61
PVI STA = 1+33.52
PVI ELEV = 196.47
PVI STA = 1+38.53
PVI ELEV = 196.51
PVI STA = 1+45.64
PVI ELEV = 196.54 EXISTING GRADE FLOWLINE
TOP OF CURB
>
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^
^ ^ ^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^
^ ^ ^ ^ ^ ^ ^
1+69
0+90
1+00
N55°50'22"E 1.08'
N34°23'42"W 5.00'
Δ=39°57'29" R=20.00' L=13.95'
Δ=39°57'42" R=10.00' L=6.97'
Δ=90°15'34" R=20.00' L=31.51'
Δ
Δ=39°56'15" R=10.00' L=6.97'
Δ=39°56'47" R=20.00' L=13.94'
N34°05'02"W 10 0
±196.6 TC
±196.1 FL
MATCH
EXISTING
±196.9 TC±196.3 FL
MATCH
EXISTING
±197.3 TC±196.6 FL
MATCH
EXISTING
±197.7 TC
±197.2 FL
MATCH
EXISTING
197.06 TC197.06 FL
197.41 TC196.91 FL
197.35 TC196.82 FL
197.23 TC
196.67 FL
197.76 TC
197.26 FL
196.90 TC
196.40 FL
196.51 TC196.51 FL
196.47 TC
196.47 FL
197.04 TC196.54 FL
196.85 TC
196.35 FL
196.78 TC
196.28 FL
1.4%
197.84 TC
197.34 FL
197.65
FS
197.71
FS
197.66
FS
±196.8 FS
MATCH
EXISTING
197.09
FS
197.09
FS
197.31
FS
±197.5 FS
MATCH
EXISTING
197.07
FS
197.12
FS
197.11
FS
197.16
FS
1.4%
0.0%
1.5%
2.6%
0.8%
1.0%
0.8%
1.0% 7.5%
2.0%
0.8%
7.2%
5.7%
2.0%
3.5%
3.3%
%
2.9%
±197.5 FS SAWCUT AP MATCH EXIST
STA=33+48.23 -11.38± (L) CL_Chorro
±197.2 FS SAWCUT AP MATCH EXIST
STA=33+53.27 8.14± (R) CL_Chorro
±197.1 FS SAWCUT AP MATCH EXIST
STA=33+70.90 8.10± (R) CL_Chorro
±197.0 FS SAWCUT AP MATCH EXIST
STA=9+75.95 -4.18± (L) CL_Peach
±196.5 FS SAWCUT AP MATCH EXIST
STA=9+42.97 -4.29± (L) CL_Peach
±196.6 FS SAWCUT AP MATCH EXIST
STA=9+43.48 10.04± (R) CL_Peach
±197.2 FS SAWCUT AP MATCH EXIST
STA=9+77 78 10 01± (R) CL Peach
7.5%
197.19 TC196.58 FL
2.0%
2.0%
1.2% 1.1%
1.2%
4.5%
1.5%
1.8%
2.3%
FS
CH
NG
2.9%
STA 1+00.00 CR_Pea
N = 229
E = 576
STA 1+00.00 CR_Peach(NW)
N = 2299854.25
E = 5766127.75
STA=9+43.02 19.8± (L) CL_Peach
5 4
4 4
3 2
4 2
1 1
6 6
6 2
2 4
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
215.5
216.0218.0220.0
215.5220.0
1.50%
11.16%
-1.04%
-3.32%
9.67%
215.7
0+90
216.2
216.6
1+00
217.12
217.1
217.6
217.61
218.16
218.1
218.34
218.4
218.3
218.29
1+25
218.1
217.9
217.7
217.5
217.3
1+49
L = 24.03'
PVI STA = 1+05.00
PVI ELEV = 217.12
PVI STA = 1+10.31
PVI ELEV = 217.64
PVI STA = 1+16.06
PVI ELEV = 218.28
PVI STA = 1+20.27
PVI ELEV = 218.34
PVI STA = 1+26.03
PVI ELEV = 218.28
PVI STA = 1+29.03
PVI ELEV = 218.18
PVI STA = 1+05.00
PVI ELEV = 217.74
PVI STA = 1+10.31
PVI ELEV = 218.20
PVI STA = 1+16.06
PVI ELEV = 218.28
PVI STA = 1+20.27
PVI ELEV = 218.34
PVI STA = 1+26.03
PVI ELEV = 218.78
PVI STA = 1+29.03
PVI ELEV = 218.68
1.50% 1.31%
7.64%
-3.32%
8.73%
EXISTING GRADE
FLOWLINE
TOP OF CURB
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
^ ^ ^ ^ ^
^ ^
^ ^ ^ ^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^
37+00
10+00
INTERSECTION DATA
STA=37+51.26 CHORRO
STA=10+00.00 MILL
N=2299572.28
E=5766388.73
1+49
0+90
1+00
Δ=90°06'54" R=10.00' L=15.73'
±217.7 TC
±217.1 FL
MATCH
EXISTING
±218.7 TC±218.2 FL
MATCH
EXISTING
218.34 TC218.34 FL
218.28 TC
218.28 FL
218.14 TC
217.64 FL
218.78 TC218.28 FL
1+00
Δ=90°00'38" R=10.00' L=15.71'
Δ=90°05'35" R=10.00' L=15.72'
±219.28 TC
±218.62 FL
MATCH
EXISTING
218.99 TC218.99 FL
218.01
TC/FS
218.19
FS
218.25
FS
3.0%
0.8%
1.5%
1.4%
9.2% 0.0% 1.6%
0.0%
1.5%
0.5%
5.0%
1.5%
1.1%
.33
FS
±220.9 FS SAWCUT AP MATCH EXIST
STA=37+63.26 0.00± () CL_Chorro
±217.6 FS SAWCUT AP MATCH EXIST
STA=37+63.23 39.74± (R) CL_Chorro
±218.8 FS SAWCUT AP MATCH EXIST
STA=37+29.20 15.31± (R) CL_Chorro
±218.6 FS SAWCUT AP MATCH EXIST
STA=37+34.20 20.30± (R) CL_Chorro
±217.3 FS SAWCUT AP MATCH EXIST
STA=37+34.21 33.63± (R) CL_Chorro
±220.7 FS SAWCUT AP MATCH EXIST
STA=37+51.26 0.00± () CL_Chorro
±219.1 FS SAWCUT AP MATCH EXIST
STA=37+08.17 0.00± (L) CL_Chorro
220.11 TC
220.11 FL
3.6%
1.5%
7.7%
7.7%
11.6%
220220
219.46 TC
218.96 FL
220.07 TC
220.32220.07 FL
LIP
220.36
LIP
8'
16.1'
5.9'
STA
STA 1+05.00 CR_Mill(NW)
N = 2299569.93
E = 5766349.64
7.4%
2.5%
218.75 TC218.25 FS
8.4%
3.3%
±218.4 FS SAWCUT AP MATCH EXIST
STA=37+18.17 15.34± (R) CL_Chorro
7.5%
1.5%
5.9%
5.3%
STA=9+66.39 20.1± (L) CL_Mill
5.0%
8.1%
15'
7'
7.5'
9.2'
2 4
4 5
5 3
6 6
4 2
4 2
2 2
1 2
2 1
2 4
4 2
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.
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. 123456
123456789
10 EXISTING GRADE
PROPOSED 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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
ELEVATION
216.0218.0220.0
216.0220.0
-5.87%
-1.80%
-4.14%
-720.00%
-5.78%
220.1
0+90
220.1
219.98
220.1
1+00
220.0
219.69
219.9
219.39
220.2
219.18
220.2
219.09
219.4
219.00
1+25
218.6
218.05
217.76
218.1
217.47
217.5
217.0
216.6
1+49
L = 42.8'
PVI STA = 0+98.00
PVI ELEV = 220.39
PVI STA = 1+13.00
PVI ELEV = 219.22
PVI STA = 1+25.79
PVI ELEV = 218.99
PVI STA = 1+40.80
PVI ELEV = 218.02
-7.80%
-1.80%
-6.44%
PVI STA = 0+98.00
PVI ELEV = 220.10
PVI STA = 1+13.00
PVI ELEV = 219.22 PVI STA = 1+25.79 PVI ELEV = 218.99
PVI STA = 1+26.71
PVI ELEV = 218.95
PVI STA = 1+26.81
PVI ELEV = 218.23
PVI STA = 1+40.80
PVI ELEV = 217.42
EXISTING GRADE
FLOWLINE
TOP OF CURB
SD
SD
SD
SS
SS S SS
SS
SS
SS
SS
SS
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
^ ^ ^ ^ ^
^ ^
^
^
^ ^ ^
^ ^ ^ ^ ^ ^ ^
^ ^ ^
^ ^
^
^
^ ^
^
38+00
10+00
INTERSECTION DATA
STA=37+51.26 CHORROSTA=10+00.00 MILL
N=2299572.28E=5766388.73
Δ=90°06 5' 4" R=10.00' L=15.73'
±217.7 TC
±217.1 FL
MATCH
EXISTING
218.34 TC
218.34 FL
218.28 TC
218.28 FL
218.14 TC
217.64 FL
0+90
1+00
1+49
Δ=89°56'05" R=10.00' L=15.70'
Δ=90°05'35" R=10.00' L=15.72'
220.7±
LIP MATCHEXISTING
221 3±
219.22 TC
219.22 FL
218.99 TC218.99 FL
±220.4 TC
±220.1 FL
MATCH
EXISTING
±218.0 TC±217.4 FL
MATCH
EXISTING
218.1
FS
218.
FS
3.0%
0.8%
1.5%
1.4%
9.2%
0.0%
1.6%
0.0%
10.8%
5.0%
1.1%
1.5%
8.0%
6.3%
±218.6 FS
MATCH
EXISTING
219.33
FS
219.36
FS
±220.9 FS SAWCUT AP MATCH EXIST
STA=37+63.26 0.00± () CL_Chorro
±217.6 FS SAWCUT AP MATCH EXIST
STA=37+63.23 39.74± (R) CL_Chorro
±218.6 FS SAWCUT AP MATCH EXIST
STA=37+34.20 20.30± (R) CL_Chorro
±217.3 FS SAWCUT AP MATCH EXIST
STA=37+34.21 33.63± (R) CL_Chorro
±220.7 FS SAWCUT AP MATCH EXIST
STA=37+51.26 0.00± () CL_Chorro
STA 1+05
N = 22995E = 57663
STA=37+94.95 16.7± (R) CL_Chorro
STA 0+98.00 CR_Mill(SW)
N = 2299526.78
E = 5766399.59
7.4%
2.5%
8.4%
STA=9
220.56
TC/FS
2.4%
5.0%
8.1%
15'
15'
7'
7.5'
2 5
5 5
3 2
4 6
1 4
2 2
6 6
1 30"X24"
2 2
1 2
2 2
221.59 TC221.59 FL
221.67 TC221.67 FL
1.5%
1.5%
1.6%
1.6%
4.5%
7.0%
7.6%
2.4%
6.6% 1.2%
7.7%
0.0%
221.66
FS
221.75
FS
.7 FS
ATCH
TING
221.91
FS
0.6%
22.9%
±220.2 FL
MATCH
EXISTING
±221.2 FL
MATCH
0.5%
3.3%
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.
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. 123456
123456789
10 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
AS NOTED
JUNE 2, 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
ELEVATION
220.0222.0224.0
220.0
-26.75%
22.84%
-4.37%
-1.50%
-6.23%
223.2
0+90
222.9
222.5
222.1
221.5
221.52
221.2
221.77
221.5
220.8
221.63
1+25
220.6
221.43
220.77
220.3
220.3
221.0
221.0
1+50
221.0
221.0
1+58
L = 23.44'
PVI STA = 1+13.53
PVI ELEV = 221.18
PVI STA = 1+16.73
PVI ELEV = 221.91
PVI STA = 1+22.32
PVI ELEV = 221.67
PVI STA = 1+27.37
PVI ELEV = 221.59
PVI STA = 1+33.31
PVI ELEV = 221.22
PVI STA = 1+36.97
PVI ELEV = 220.24 EXISTING GRADE FLOWLINE
SD SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
38+00
10+00
1+00
0+90
1+00
1+58
0 .
0 0
'
L
=
1 5
.
7 1
'
Δ=89°56'05" R=10.00' L=15.70'
Δ
=
90 °
0 5
3 '
5 "
R
=
1 0
.
0 0'
L
=15
.7
2.14 TC
.51 FL
CH
TING
220.7±
LIP MATCHEXISTING
221.3±
LIP MATCH
EXISTING
219.22 TC
219.22 FL
±220.4 TC
±220.1 FL
MATCH
EXISTING
0.5% 1.5%
1.1%
8.0%
6.3%
219.33
FS
219.36
FS
±221.8 FS SAWCUT AP MATCH EXIST
STA=37+63.29 -33.14± (L) CL_Chorro
±220.9 FS SAWCUT AP MATCH EXIST
STA=37+63.26 0.00± () CL_Chorro
SAWCUT AP MATCH EXIST
.22 -41.04± (L) CL_Chorro
±220.7 FS SAWCUT AP MATCH EXIST
STA=37+51.26 0.00± () CL_Chorro
220.11 TC220.11 FL
12.4%
220.36
LIP
STA 0+98 STA=3
N = 2299E = 5766
2.4%
15'
7'
7.5'
9.2'
5 5
4 3
2 2
2 4
6 6
1 2
6 6
2 2
1 30"X24"
2 2
4 2
221.59 TC221.59 FL
221.67 TC
221.67 FL
1.5%
1.5%
1.6%1.6%
4.5% 7.0%
7.6%
2.4%
6.6% 1.2%
7.7% 0.0%
221.66
FS
221.75
FS
±221.7 FS
MATCH
EXISTING
221.95
FS
221.91
FS
20.6% 22.9%
±220.2 FL
MATCH
EXISTING
±221.2 FL
MATCH
EXISTING
0.5%
±222.0 FS
MATCH
EXISTING
±222.3 FS
MATCH
EXISTING
3.3%
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.
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. 123456
123456789
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 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
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.
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. 123456
123456789
10 SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
^ ^
^ ^ ^ ^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
37+00
10+00
INTERSECTION DATA
STA=37+51.26 CHORRO
STA=10+00.00 MILL
N 2299572 28
Δ=90°06'54" R=10.00' L=15.73'
±218.7 TC
±218.2 FL
MATCH
EXISTING
218.34 TC218.34 FL
218.28 TC218.28 FL
218.78 TC218.28 FL
0+90
1+00
1+51
Δ=90°00'38" R=10.00' L=15.71'
Δ=89°56'05" R=10.00' L=15.70'
±219.28 TC
±218.62 FL
MATCH
EXISTING
±222.14 TC±221.51 FL
MATCH
EXISTING
221.3±
LIP MATCH
EXISTING
218.19
FS
218.25
FS
3 0.8%
1.5%
1.4%
9.2%
0.0%
1.6%
0.0%
1.5%
0.5%
±221.8 FS SAWCUT AP MATCH EX
STA=37+63.29 -33.14± (L) CL_Cho
±218.8 FS SAWCUT AP MATCH EXIST
STA=37+29.20 15.31± (R) CL_Chorro
±218.6 FS SAWCUT AP MATCH EXIST
STA 37 34 20 20 30 (R) CL Ch
±222.5 FS SAWCUT AP MATCH EXIST
STA=37+51.22 -41.04± (L) CL_Chorro
±220.7 FS SAWCUT AP MATCH EXIST
STA=37+51.26 0.00± () CL_Chorro
±219.1 FS SAWCUT AP MATCH EXIST
STA=37+08.17 0.00± (L) CL_Chorro
222.02 FS
MATCH EXISTING
220.11 TC220.11 FL
219.48 FS
MATCH EXISTING
3.7%
1.0%
3.6%
1.5%
7.7%
7.7%
11.6%
12.4%
220.66 TC
220.16 FS
219.46 TC
218.96 FL
219.53
TC/FS
1.3%
220.07 TC
220.07 FL
220.32
LIP
220.36
LIP
8'
16.1'
5.9'
STA=37+08.12 18.9± (L) CL_Chorro
STA 1+00.00 CR_Mill(NE)
N = 2299618.58
E = 5766380.08
2.5%
8.4% 3.3%
±218.4 FS SAWCUT AP MATCH EXIST
STA=37+18.17 15.34± (R) CL_Chorro
9.2'
2 4
4 5
5 6
4 2
3 2
2 2
6 6
2 2
2 1
1 2
4 2
221.59 TC
221.67 TC
221.67 FL
1.5%
1 5%
1.6%
1.6%
4.5%
7.6%2.4%
6.6%
1.2%
0.0% 221.75
FS
221.91
FS
20.6% ±221.2 FL
MATCH
EXISTING
0.5%
±222.3 F
MATCH
EXISTING
3.3%
ELEVATION
217.0218.0220.0222.0
217.0220.0
0.39%
13.87%
6.85%
7.56%
10.24% 218.1
0+90
218.4
218.62
218.6
218.96
218.9
219.65
219.1
219.4
220.08
219.7
220.10
220.2
220.15
1+25
220.4
220.52
220.9
220.91
221.4
221.42
221.8
222.2
1+50
222.3
1+51
L = 40.88'
PVI STA = 1+00.00
PVI ELEV = 219.28
PVI STA = 1+24.59
PVI ELEV = 220.11
PVI STA = 1+13.00
PVI ELEV = 220.07
PVI STA = 1+05.00
PVI ELEV = 219.46
PVI STA = 1+40.88PVI ELEV = 222.14
0.39%
7.62%
3.60%
12.43%
PVI STA = 1+00.00
PVI ELEV = 218.62
PVI STA = 1+05.00
PVI ELEV = 218.96
PVI STA = 1+13.00
PVI ELEV = 220.07
PVI STA = 1+24.59
PVI ELEV = 220.11
PVI STA = 1+34.71
PVI ELEV = 220.88
PVI STA = 1+40.88
PVI ELEV = 221.51
EXISTING GRADE
FLOWLINE
TOP OF CURB
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
AS NOTED
JUNE 2, 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
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
AS NOTED
JUNE 2, 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"
DETAILS
BIKE BUFFER F NOT TO SCALE
TRAVEL 6" WHITE Typ. WIDTH
PER PLAN
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
WHITE TYPE IV LEFT TURN ARROW 6" WHITE
PER CALTRANS STD. AT HALF SIZE
(7.5 SF)
WHITE BIKE LANE SYMBOL WITHOUT
PERSON PER CALTRANS STD. (7 SF)
GREEN BIKE LANE COATING PER
PROJECT SPECIAL PROVISIONS
(105 SF) U.O.N.
8' U.O.N.
10' U.O.N.
LEFT-TURN BIKE BOX D NOT TO SCALE
BIKE/PED DIRECTIONAL SYMBOLS ENOT TO SCALE
4"
10"
AREA = 45.5 SQFTWHITE MARKINGS
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
4.25'
WIDTH PER PLAN
ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS
SIZE: ZEBRA9, COLOR: WHITE
BIKE BUFFER
PER DETAIL F
6" CONCRETE
(CLASS 3)
INSTALLATION NOTES:
RECTANGULAR CAST IRON
PIPE (ALHAMBRA A-470, SOUTH
BAY FOUNDRY A9000 OR
APPROVED EQUAL) TO BE
INSTALLED 10' MINIMUM FROM
NOSE END OF CURBED MEDIAN
AND AT 20' MINIMUM SPACING
TYPE A3 CURB PER CALTRANS
2015 RSP A87A, DOWELLED IN
TO EXISTING PAVEMENT
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 A A
36"
6''
3 PAVEMENT
LAYOUT SECTION A-A
#4 REBAR AT 4'-0" OC,
12" MIN LENGTH,
DRIVEN IN PLACE
5 #4 LONGITUDINAL BAR 4
CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)NOT TO SCALE
DIRECTION
OF TRAVEL
J
SLOPE TOWARDS
GUTTER (1%-2%)
R1.25'
2 2 3
GREENWAY SIGN A NOT TO SCALE
24"x36" SIGN VARIES PER STREET,
BACKGROUND:GREEN, LEGEND:WHITE
CITY WILL PROVIDE GRAPHIC FILES
BACKGROUND:GREENLEGEND & BORDER:WHITE
RIGHT ARROW PLAQUE
LEFT ARROW PLAQUE
DOUBLE ARROW PLAQUE
24'
6"
24"
36"
6" CONCRETE
(CLASS 3)
4 15"
3 PAVEMENT
#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"
3' WIDE CONCRETE MEDIAN
1.25' WIDE CONCRETE MEDIAN
GUTTER LIP
PER
PLAN
SIDEWALK
CURB FACE
1 1
6 BIKE BUFFER
PER DETAIL F
CONCRETE
MEDIAN PERDETAIL J
10'
WIDTH VARIES
PER PLAN 10'
BIKE LANE WIDTH
VARIES PER PLAN
2' 6'
PEXCO CITY POST OBJECT
MARKER MODEL EAC, 18"
WHITE WITH 3 YELLOW WRAP
PEXCO CITY POST OBJECT
MARKER MODEL EAC, 18"
WHITE WITH 3 YELLOW WRAP
6" WHITE Typ.
GREEN AREA = 20 SQFT
WHITE MARKINGS = 5.92 SQFT
8" GRID
GREENBACK CHEVRON K NOT TO SCALE
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
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' 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
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
CERRO SAN LUIS GREENWAY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
DETAILS
C-5.2
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
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
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
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
AS NOTED
JUNE 2, 2022
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.
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.12. SEE WIRING BLOCK DIAGRAM FROM ADDITIONAL CONDUIT DETAILS.
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.
X
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
STOP
W
1"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.
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
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
AS NOTED
JUNE 2, 2022
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
-
SD
SD
SD
WV WV
WV
WM
SD
STOP
METER PEDESTAL. FOUNDATION AND
ANCHOR PER CITY STANDARD 7510
(2)2"C & (2)1"C PER SINGLE LINE
DIAGRAM AND LIGHTING CONTROL
DIAGRAM ON E-0.1
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 14FT. PLACE
CENTER OF NEW POLE FOUNDATION
APPROXIMATELY 36" BEHIND NEW CURB
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.
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.
24" MIN 24" 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.
24" MIN
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
OTTO ELECTRICAL, INC.
SAN LUIS OBISPO, CA
[email protected]
805.459.4329
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
AS NOTED
JUNE 2, 2022
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
-
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
CERRO SAN LUIS GREENWAY
SKY
KM / KWA
SKY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
PRELIMINARY NOT FOR CONSTRUCTION
S-101
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 GRADEd. FINISHED GRADEe. 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 BYTHE 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
CERRO SAN LUIS GREENWAY
SKY
KM / KWA
SKY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
PRELIMINARY
NOT FOR CONSTRUCTION
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 MODULUSB = 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 ONGRADE 3,000 150 4 0.45 0.15
STAIRS ON GRADE, CURBSAND OTHER NONSTRUCTURAL CONCRETE 3,000 150 4 0.5 0.15SITE 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 SECTION25.5.3 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 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 1609.4.3INTERNAL 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
65H
50H
(PCF)
NATIVE
ENG
S-102
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
SKY
KM / KWA
SKY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
PRELIMINARY
NOT FOR CONSTRUCTION
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 STEELd. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT
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 F d. 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
NOTES:
1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:
A. GRADE 60 REINFORCEMENT
B. NORMAL WEIGHT CONCRETE
a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT
D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS
a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25
2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
MAX = LARGER OF CLASS B, UNO ls/5 OR 6"
REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE
BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi) f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6" 1'-5" 1'-3" 2'-0" 1'-10" 1'-7"#4 2'-0" 1'-10" 1'-7" 2'-8" 2'-5" 2'-1" #5 2'-6" 2'-4" 2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2"#7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"#8 5'-0" 4'-7" 4'-0" 6'-6" 5'-11" 5'-2" #9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"
#10 6'-5" 5'-10" 5'-1" 8'-3" 7'-7" 6'-7"
#11 7'-1" 6'-6" 5'-7" 9'-2" 8'-5" 7'-3"
REINF DEVELOPMENT LENGTH AND SPLICES NTS
BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:
1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.
2. MINIMUM SIDE COVER = 2 12".
3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.
STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"
NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4" 6" 0'-9" 0'-9" 0'-8"
#4 3" 8" 1'-0" 0'-11" 0'-10"
#5 3 3/4" 10" 1'-3" 1'-2" 1'-0"
#6 4 1/2" 12" 1'-6" 1'-5" 1'-3"
#7 5 1/4" 1'-2" 1'-9" 1'-8" 1'-5"
#8 6" 1'-4" 2'-0" 1'-10" 1'-7"
#9 9 1/2" 1'-7 1/2" 2'-3" 2'-1" 1'-10"
#10 10 3/4" 1'-10" 2'-7" 2'-4" 2'-1"
#11 12" 2'-0 1/2" 2'-10" 2'-7" 2'-3"
ldh
d
b
4db
2 12" MIN
D
D
12 d
b"
l
h
"
2" CLR MIN
HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)
FACE OF
CONCRETE
FOC OR POUR
JT @ STD HOOK
d
b
REINF HOOK DEVELOPMENT LENGTH AND BENDS NTS
d
b
6d
b
D
6db *
d
b
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,
GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS
BAR SIZE D
#3 1 12"
#4 2"
#5 2 12"
OR 3" MIN
REINF TIES AND STIRRUPS NTS
"SL" STEP LENGTH
= 2 "SH"
"SH"
"SH"
"D" + "SL"
"D"
DEPTH OF FTG
FTG EL = SEE PLAN
"SH" STEP
HEIGHT
TOP REINF WHERESHOWN PER PLAN
"ls' LAP SPLICE
TYP
"D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls' LAP SPLICE
TYP
SS
STEP LONG REINF TO MATCH
LONG REINF SIZE & SPCG
STEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCG
FTG REINF PERPLAN & DETAILS
"SH" STEP
HEIGHT
SS
NOTE: "SH" = 1'-6" MAX
LAP SPLICE
DOWEL TO MATCHLONG REINF SIZE & SPCG PLAN
CALLOUT
STEP FOOTINGTIES AND STIRRUPS NTS
1'-6"
MIN
9"
FTG
PIPE
BACKFILLPER SPECS
TRENCH
EXCAVATION, TYP
2 1
PIPE
BOT OF TRENCH EXCAVATION
SHALL NOT EXTEND BELOW THIS
LINE UNLESS APPROVED BY THE
GEOTECHNICAL ENGINEER
GRADE
NOTES:
1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS
WITH BUILDING FOUNDATION REQUIREMENTS.
2. IF REQUIREMENTS AS SHOWN CANNOT BE MET STEP
FOOTING PER TYPICAL "STEPPED FOOTING" DETAILS
22 -
PIPES PARALLEL TO FOOTINGS NTS
3'-0" MAX
(SEE NOTE #1)
4"
MIN
6" MIN1'-6" MIN SLEEVE 3D MIN
"D"
Ø OF SLEEVE
STEM WALL
FOOTING
NO PIPES PERMITTED IN THIS AREA
SECTION ELEVATION
NOTES:
1. FOOTINGS SHALL BE STEPPED PER DETAIL 22/- SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".
2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.
3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.
4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.
5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP. 2 3
8 "
SLEEVE 2" LARGER
THAN OD OF PIPE
(SEE NOTE #4)
PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALL NTS
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTION
CONCRETE END
0" TYP.
0" TYP.
0" TYP 0" TYP
DOWELS TO MATCH SIZE &
SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR
MAY BE PROVIDED W/ LAP SPLICE TO
HORIZ BARS IN LIEU OF END HOOKS
NOTE:
REINFORCEMENT SHOWN ON WALL ELEVATION(S), BOUNDARY REINFORCING DETAILS, AND OTHER SPECIFICALLY REFERENCED DETAILS SHALL TAKE PRECEDENCE OVER REINFORCEMENT SHOWN HERE.
DOUBLE MAT
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTIONCONCRETE END
PROVIDE 90 DEG STDHOOK @ SHEAR WALLS
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
DOWELS TO MATCH
SIZE & SPCG OF
HORIZ REINF, TYP
ALT DOWEL DIRECTION
@ INTERSECTION
SINGLE MAT
CONC REINF @ INTERSECTION NTS
SITE RETAINING WALL
VARIES
(9" MIN)
DISTANCE TO SLOPE NTS
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
SKY
KM / KWA
SKY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
PRELIMINARY NOT FOR CONSTRUCTION
S-201
1214
21222324
313234
41424344
51525354
"db"
"6 db"
"D"
"6 db" *
"db"
"D"
135 HOOK 90 HOOK*
BAR SIZE D
#3 1 1
2"
#4 2"#5 2 1
2"
OR 3" MIN
"ldh"
"db" "db"
"4 db"
2 1
2" MIN
"D"
"D"
"12 db"
" l h"
1 2"
MIN
BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db
HOOK DEVELOPMENT LENGTH
(SEE SCHED)
FACE OF
MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR LAP SPLICE LENGTH (ls) HOOK DEVELOPMENT LENGTH (le) Dln #3 2'-3" 0'-5" 2 1
4 5"
#4 3'-0" 0'-7" 3 8"
#5 3'-9" 0'-9" 3 3 4 10"
#6 4'-6" 0'-10" 4 1
2 1'-0"
#7 5'-3" 0'-12" 5 1
4 1'-2"
#8 6'-0" 1'-1" 6 1'-4"
#9 6'-9" 1'-3" 9 1
2 1'-7 1
2"
NOTES:
1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT
SHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY
2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY
3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND
DIMENSIONED ON THE DRAWINGS
4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS
5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs
6. D = FINISHED INSIDE BEND DIAMETER
7. db = NOMINAL BAR DIAMETER
CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICE
LAP SPLICE
PER SCHED
MAX = SMALLER OF
"ls"/ 5" OR 8"
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
"db"
CLEAR
SPCG
CLEAR
SPCG
TYPICAL LAP SPLICES
STAGGERED SPLICING
FACE OF MASONRY
OR JT @ STD HOOK
2 12
TYPICAL COLUMN BAR OFFSET
MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED NTS
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
SKY
KM / KWA
SKY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
PRELIMINARY
NOT FOR CONSTRUCTION
14 21222324
31323334
41424344
51525354 S-211
* FOR K < 2'-0" tkey = 12"
hw d ftg k t stem (IN) B CW
REINF
Stoe
MIN
S heel
MAX Ø FTG TOP FTG BOTTOM WALL
T L T L VERT "V" HORIZ "H"
3'-0" 18" N/A 8 0'-6" 1'-4" 3'-0" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 6" 2'-0" 0 5'-0" 18" N/A 8 1'-6" 1'-4" 3'-6" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 12" 4'-0" 0 7'-0" 18" 8" 8 2'-0" 1'-4" 4'-0" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 12" 6'-0" 0 "B"
FINISH GRADE
" k "
" W "
3"
CLR
" h
w "
0"
" t " stem
Ø
1 10
CONC KEY WHERE
SPECIFIED INSCHED BELOW
LAP SPLICE
2"
CLR
3"
CLR
" ld "
90° HOOK
"V" REINF"H" REINF
"H" BARS CONT @ TOW
"L" REINF, TOP
"T" REINF, BOT
"L" REINF, BOT
" C "
(IF C < 2'-0", PROVIDE
STD 90° HOOK)
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE) IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
" t " key*
PROPERTY LINE
WHERE OCCURS
FENCE WHERE
OCCURS
EQ EQ
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGENOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO
1 4" AMPLITUDE
PERMEABLE MATERIAL
"T" REINF, TOP
WATERPROOFING PER
ARCH WHERE SPECIFIED
BIKE PATH CONCRETE WALL @ PROP LINE 1/2" = 1'-0"
Hw d ftg B CW
REINF
Stoe
MIN
S heel
MAX
TOP BOTTOM WALL
T L T L HORIZ VERT
4'-0" 1'-6" 8 1'-6" 0'-10" 3'-0" #6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" N/A 6" 3'-0" 0
FINISH GRADE
WALL DRAIN PIPE PER CIVIL DWGSWHERE DRAINAGE NOT PROVIDED,
PROVIDE WEEP HOLES
ROUGHEN JT TO 14"
AMPLITUDE
WRAP PERMEABLE MATERIALS BEHIND
RETAINING WALLS IN A FILTER FABRIC
AS REQD BY GEOTECH
3" CLR
3"
CLR
"H
w
"
" B "
WATERPROOFING PER
ARCH, WHERE SPECIFIED
PERMEABLE MATERIAL
"S" heel
MAX
"C"
(IF C < 2'-0", PROVIDE
STD 90° HOOK)
"S" toe
"d" ftg
" W "
Ø
90° ALT DOWEL DIR @ FTG
HOOK
"L" REINF, BOT
" t " stem
"H" REINF
(2) "H" BARS CONT @ TOW
EQ EQ
FENCE WHERE OCCURS
"T" REINF, BOT
2"Ø SLOPED WEEP HOLE @ 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,
PROVIDE WIRE MESH ON BACKSIDE)
BIKE PATH CONCRETE WALL 1/2" = 1'-0"
* FOR K < 2'-0" tkey = 12"
FOR K > 2'-0" tkey = 18"
hw d ftg k t stem (IN) B CW
REINF
Stoe
MIN
S heel FTG TOP FTG BOTTOM WALL MAX
T L T L VERT "V" HORIZ "H"
5'-6" 18" 12" 12 1'-9" 1'-4" 3'-9" #6 @ 12" #4 @ 12" #6 @ 12" #4 @ 12" #5 @ 12" #4 @ 24" 6" 5'-6" "B"
FINISH GRADE
" k "
" W "
3"
CLR
" h
w "
0"
" t " stem
1 10
CONC KEY WHERE
SPECIFIED INSCHED BELOW
LAP SPLICE
2"
CLR
WATERPROOFING PER
ARCH WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGENOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO1
4" AMPLITUDE
3"
CLR
" ld "
90° HOOK
PERMEABLE MATERIAL
"V" REINF"H" REINF
(2) "H" BARS
CONT @ TOW
"T" REINF, TOP
"L" REINF, TOP
"T" REINF, BOT
"L" REINF, BOT
" C "
(IF C < 2'-0", PROVIDE
STD 90° HOOK)
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE) IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
" t " key*
2" CLR
FINISH GRADE
RAMONA STORMWATER WALL 1/2" = 1'-0"
hw d ftg t stem (IN) B CW
REINF
Stoe S heel MAX Ø FTG TOP FTG BOTTOM WALL
T L T L HORIZ "H" VERT "V"
2'-6" 12" 6 1'-6" 9" 2'-9" #6 @ 12" #5 @ 12" #6 @ 12" N/A #5 @ 16" N/A 6" 2'-0" 34 "B"
FINISH GRADE
" W "
3"
CLR
" h
w "
" t " stem
Ø
2"
CLR
WATERPROOFING PER
ARCH WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGENOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO1
4" AMPLITUDE
3"
CLR
90° HOOK
PERMEABLE MATERIAL
"H" REINF
"H" BARS CONT @ TOW
"T" REINF, TOP
"T" REINF, BOT
" C "
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,
PROVIDE WIRE MESH ON BACKSIDE)
IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
EQ
"L" REINF, TOP
EQ
CURB AND GUTTER WALL 1/2" = 1'-0"
INTEGRAL GUTTER PAN.
SLOPE PER CITY STANDARDS
AND CIVIL DRAWINGS
hw d ftg t stem (IN) B CW
REINF
Stoe
MIN
S heel
FTG TOP FTG BOTTOM WALL MAX
T L T L VERT "V" HORIZ "H"
2'-8" 12" 8 1'-6" 1'-4" 3'-6" #5 @ 12" #4 @ 16" #5 @ 12" #4 @ 16" #5 @ 12" #4 @ 24" 8" 2'-4" "B"
FINISH GRADE
" W "
3"
CLR
" h
w "
" t " stem
2"
CLR
WATERPROOFING PER
ARCH WHERE SPECIFIED
WALL DRAIN PIPE PER CIVIL
DWGS WHERE DRAINAGE
NOT PROVIDED, PROVIDE
WEEP HOLES
ROUGHEN JT TO1
4" AMPLITUDE
3"
CLR 90° HOOK
PERMEABLE MATERIAL
"V" REINF"H" REINF
"H" BARS CONT @ TOW
"T" REINF, TOP
"T" REINF, BOT
"L" REINF, BOT
" C "
"d " ftg
"S" toe
2"Ø SLOPED WEEP HOLE @ 10'-0" OC
OR CLOSER SPCG IF SPECIFIED IN SOILS
REPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE) IF "ld" CAN'T BE ACHIEVED,
PROVIDE STD 90° HOOK
" S " heel
MAX
EQ
"L" REINF, TOP
FENCE WHERE
OCCURS
LANDSCAPE HIGH CURB 1/2" = 1'-0"
EQ
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
SKY
KM / KWA
SKY
AS NOTED
JUNE 2, 2022
1417-05-CU21
1000036
PRELIMINARY NOT FOR CONSTRUCTION
1214
2224
323334
41424344
51525354 S-311
POST @ CONC WALL 1/2" = 1'-0"
18" MIN
EMBED
CL POST & CONC WALL
DRILL 3" Ø HOLE FOR 1 12" Ø POST,
DO NOT CUT REINF
BLK OUT OR CORE
FENCE PER LANDSCAPE DRAWING
FILL HOLE W/ NON-SHRINK GROUT
CONC WALL PER PLAN
(2) #4 CONT HORIZ BARS
@ TOP OF WALL
2 12" MIN
AVOID THE WALL REINF WHEN EMBEDING FENCE
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Cerro San Luis Neighborhood Greenway
Specification No. 1000036
June 2022
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Cerro San Luis Neighborhood Greenway
Specification No. 1000036
Approval Date: June XX, 2022
<<Engineer of Record Stamp>>
<<Signature Date>>
Brian Nelson
<<Signature Date>>
TABLE OF CONTENTS
NOTICE TO BIDDERS..................................................................................................... I BID SUBMISSION......................................................................................................................................I CERRO SAN LUIS NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036... I BID DOCUMENTS ....................................................................................................................................II PROJECT INFORMATION.......................................................................................................................III QUALIFICATIONS....................................................................................................................................III AWARD .....................................................................................................................................................V ACCOMMODATION..................................................................................................................................V BID FORMS ....................................................................................................................A BID ITEM LIST FOR CERRO SAN LUIS NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036.....................................................................................................................................................A LIST OF SUBCONTRACTORS.................................................................................................................F PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT.............................................................. H PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE......................................................... H PUBLIC CONTRACT CODE SECTION 10232 STATEMENT................................................................. H LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... H NON-COLLUSION DECLARATION.......................................................................................................... J BIDDER ACKNOWLEDGEMENTS...........................................................................................................K QUALIFICATIONS.....................................................................................................................................L ATTACH BIDDER'S BOND TO ACCOMPANY BID.................................................................................M SPECIAL PROVISIONS.................................................................................................. 1 DIVISION I GENERAL PROVISIONS.......................................................................................................1 1 GENERAL...........................................................................................................................................1 2 BIDDING.............................................................................................................................................1 3 CONTRACT AWARD AND EXECUTION...........................................................................................1 4 SCOPE OF WORK.............................................................................................................................2 6 CONTROL OF MATERIALS...............................................................................................................2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC.......................................................3 8 PROSECUTION AND PROGRESS ...................................................................................................3 9 PAYMENT...........................................................................................................................................4 DIVISION II GENERAL CONSTRUCTION ...............................................................................................4 13 WATER POLLUTION CONTROL.....................................................................................................4 15 EXISTING FACILITIES.....................................................................................................................4 DIVISION III EARTHWORK AND LANDSCAPE.......................................................................................6 20 LANDSCAPE AND IRRIGATION .....................................................................................................6 20-A SITE FURNISHINGS ...................................................... ERROR! BOOKMARK NOT DEFINED.
DIVISION V SURFACINGS AND PAVEMENTS.......................................................................................9 37 BITUMINOUS SEALS.......................................................................................................................9 39 ASPHALT CONCRETE ..................................................................................................................10 DIVISION VIII MISCELLANEOUS CONSTRUCTION ............................................................................11 73 CONCRETE CURBS AND SIDEWALKS .......................................................................................11 DIVISION IX TRAFFIC CONTROL DEVICES.........................................................................................16 84 MARKINGS.....................................................................................................................................16 DIVISION XIII APPENDICES..................................................................................................................17 APPENDIX A: Form of Agreement
APPENDIX B: Caltrans Encroachment Permit
APPENDIX C: School Zones
APPENDIX D: Bicycle Lane Coating
APPENDIX E: Project Soils Report
APPENDIX F: Temporary Construction Easement Exhibit
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until 11:00 a.m. on July XX, 2022
at which time they will be publicly opened and read aloud. Public bid opening may be accessed via Microsoft Teams video conference and conference call. In person attendance will be permitted. Attendees are encouraged to wear and practice social distancing. Use the following link:
INSERT LINK HERE
or join by phone with this number: INSERT NUMBER AND CONFERENCE ID # Submit bid in a sealed envelope plainly marked:
CERRO SAN LUIS NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036
Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List.
Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals No printed copies are available for purchase at the City office.
Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer.
Contact the project manager, Jennifer Rice at 805-781-7058 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued.
You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
PROJECT INFORMATION
In general, the project consists of curb ramp construction, minor street reconstruction, application of slurry seal, striping, pavement markings, and signage along the route identified as the Cerro San Luis Neighborhood Greenway. Work ancillary to these maintenance and rehabilitation treatments includes, but is not limited to striping, signage, markings, and traffic control.
The project estimated construction cost is $2,423,744.00 (From grant application, coordinate with city on final number.)
Contract time is established as 55 working days.
The fixed liquidated damages amount is established at $1,000 per day for failure to complete the work within the contract time.
In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
QUALIFICATIONS
You must possess a valid Class A or C12 Contractor's License at the time of the bid opening.
You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code.
You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date.
Two of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor.
One of the three referenced projects must be for concrete work including ADA curb ramp construction within the public right of way.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
Two of the three referenced projects must be for roadway maintenance by slurry sealing.
Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions.
The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.
AWARD
The lowest bidder will be determined using the TOTAL PROJECT BID.
As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation.
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
materials
labor
to complete all the required work satisfactorily in compliance with plans
specifications
special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR CERRO SAN LUIS NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036
Item Item Unit of Estimated Item
Price Total
No. SS(1) Description Measure Quantity (in
figures)
(in
figures)
1 7,
12 TRAFFIC CONTROL LS 1
2 15 DEMO EXISTING ROADWAY (CHORRO) SQFT 10,000
3 15,
73 DEMO EXISTING SIDEWALK SQFT 1,700
4 15 DEMO EXISTING INLET (SE CHORROWALNUT) EA 1
5 15 CLEAR UNDERBRUSH / LIMB TREES
(CHORRO/101) LS 1
6 39 COMPACTED SUBGRADES (CHORRO) SQFT 10,000
7 39 COMPACTED SUBGRADES (SIDEWALKS) SQFT 1,700
8 19 ROUGH GRADING CUT / FILL CY 2,000
9 19 PRECISE GRADING SQFT 26,000
10 5 CONSTRUCTION SURVEY LS 1
11 73 CURB AND GUTTER LF 2,355
12 73
EXTENDED CURB & GUTTER RETAINING
WALL (BROAD ST - STA 21+40 TO 23+12) C3.8SQFT 340
13 73 1.25' CONCRETE BIKE MEDIAN LF 1,600
14 73 3' CONCRETE BIKE MEDIAN LF 1,650
BID FORMS
BID FORMS
B
15 73 PREFORMED THERMOPLASTIC SHEETS
(BROAD-MURRAY) C-3.7 SQFT 120
16 39 SPEED HUMP EA 7
17 73 SIDEWALKS SQFT 1,700
18 73 CROSS GUTTER LF 250
19 73 DRIVE APPROACHES SQFT 800
20 39 4.5" HOT ASPHALT PAVING (CHORRO) SQFT 10,000
21 39 14.5" CLASS II BASE (CHORRO) SQFT 10,000
22 39 10" HOT ASPHALT PATCHING SQFT 25,170
23 37 TYPE II SLURRY SEAL SQYD 30,440
24 82 PEXCO CITY POST MODEL EAC, 36" WHITE
WITH 2 GREY WRAPS EA 23
25 82 72" WHEEL STOP PER ENG. STD. 2260 EA 8
26 82
6" YELLOW TACTILE GUIDE STRIP,
VANGUARD ADA SYSTEMS OR APPROVED
EQUAL
LF 82
27 84 RED CURB PAINT LF 40
28 84 4" YELLOW STRIPING LF 1,300
29 84 DETAIL 1 LF 2,750
30 84 DETAIL 8 LF 50
31 84 DETAIL 22 LF 2,450
32 84 DETAIL 39 LF 3,750
33 84 BIKE BUFFER LF 1,360
34 84 BIKE BUFFER AT DRIVEWAY SQFT 1,140
35 84 HI-VIS CROSSWALK EA 35
36 84 STOP BAR STRIPING LF 465
37 84 STOP LEGEND EA 32
38 84 1/2 SCALE STOP LEGEND EA 7
39 84 BIKE / PED LEGEND EA 2
40 84 TYPE II ARROW EA 1
41 84 TYPE IV ARROW EA 1
42 84 HUMP LEGEND EA 12
43 84 PEDESTRIAN LEGEND EA 2
44 84 XING LEGEND EA 4
45 84 SLOW LEGEND EA 2
46 84 SCHOOL LEGEND EA 4
47 84 TURNING BIKE BOX EA 3
48 84 BIKE SYMBOL & ARROW EA 23
49 84 GREENBACK CHEVRON EA 25
50 84 GREEN BACK SHARROW EA 2
51 84 GREENWAY SYMBOL EA 22
52 84 GREEN BIKE LANE MARKINGS (CASE 1) LF 118
53 84 GREEN BIKE LANE MARKINGS (CASE 2) LF 286
54 84 GREEN BIKE LANE MARKINGS (CASE 3) LF 364
BID FORMS
BID FORMS
C
55 84 GREEN SEALMASTER COLOR SAFE PAINT SF 5,640
56 84 YIELD LINE EA 5
57 84 ZICLA ZEBRA CYCLE TRACK LANE
SEPARATORS EA 46
58 82 12' PUNCH POST EA 45
59 82 14' PUNCH POST EA 3
60 82 PROVIDE & INSTALL R1-1 SIGN 18" EA 2
61 82 PROVIDE & INSTALL R1-1 SIGN 30" EA 4
62 82 PROVIDE & INSTALL R81 SIGN EA 3
63 82 PROVIDE & INSTALL R4-11 SIGN EA 7
64 82 PROVIDE & INSTALL R5-3 SIGN EA 2
65 82 PROVIDE & INSTALL R7-9 SIGN EA 18
66 82 PROVIDE & INSTALL MODIFIED R10-15
"YIELD TO BIKE" SIGN EA 5
67 82 PROVIDE & INSTALL W1-2L SIGN EA 2
68 82 PROVIDE & INSTALL W4-4P SIGN EA 1
69 82 PROVIDE & INSTALL W11-2 SIGN EA 8
70 82 PROVIDE & INSTALL W16-7P SIGN EA 8
71 82 PROVIDE & INSTALL W84-CA SIGN EA 3
72 82 PROVIDE & INSTALL W1-1 SIGN EA 2
73 82 PROVIDE & INSTALL R81A CA SIGN EA 2
74 82 PROVIDE & INSTALL R1-3P PLAQUE EA 4
75 82 PROVIDE & INSTALL R81B CA SIGN EA 5
76 82 PROVIDE & INSTALL CUSTOM ARROW
PLAQUE PER CIVIL DETAIL A EA 8
77 82 PROVIDE & INSTALL R1-2 "25" SIGN EA 1
78 82 PROVIDE & INSTALL GREENWAY SIGN EA 19
79 82 INSTALL EXISTING / RELOCATED SIGN EA 16
80 15 CLEAR AND GRUB (BIKE PATH AREA) SQFT 11,000
81 39 COMPACTED SUBGRADES (BIKE PATH
AREA) SQFT 11,000
82 39 BIKE PATH ROUGH GRADING CUT / FILL CY 300
83 39 BIKE PATH PRECISE GRADING SQFT 11,000
84 73 CONCRETE SQFT 6,600
85 73 CLASS II BASE SQFT 6,600
86 73 POURED IN PLACE RETAINING WALL SQFT 3,610
87 15 DEMO MISC. (FENCING, CONCRETE,
SIDEWALK, TREES ETC.) LS 1
88 73 CURB RAMP ALMOND-MISSION (E) C-4.17 LS 1
89 73 CURB RAMP BROAD-MISSION (E) C-4.16 LS 1
90 73 CURB RAMP BROAD-MISSION (N) C-4.15 LS 1
91 73 CURB RAMP CENTER-CHORRO (NE) C-4.26 LS 1
92 73 CURB RAMP CENTER-CHORRO (NW) C-4.25 LS 1
93 73 CURB RAMP CENTER-CHORRO (SE) C-4.27 LS 1
BID FORMS
BID FORMS
D
94 73 CURB RAMP CENTER-CHORRO (SW) C-4.28 LS 1
95 73 CURB RAMP CERRO ROMAULDO-FERRINI
(NW) C-4.4 LS 1
96 73 CURB RAMP CERRO ROMAULDO-FERRINI
(SE) C-4.3 LS 1
97 73 CURB RAMP FELTON-FERRINI (NW) C-4.2 LS 1
98 73 CURB RAMP FELTON-FERRINI (SW) C-4.1 LS 1
99 73 CURB RAMP LINCOLN-CHORRO (NE) C-4.35 LS 1
100 73 CURB RAMP LINCOLN-CHORRO (NW) C-4.34 LS 1
101 73 CURB RAMP LINCOLN-CHORRO (SE) C-4.36 LS 1
102 73 CURB RAMP LINCOLN-CHORRO (SW) C-4.37 LS 1
103 73 CURB RAMP MEINEKE-BROAD (N) C-4.8 LS 1
104 73 CURB RAMP MEINEKE-BROAD (S) C-4.9 LS 1
105 73 CURB RAMP MEINEKE C-4.10 LS 1
106 73 CURB RAMP MILL-CHORRO (NW) C-4.46 LS 1
107 73 CURB RAMP MILL-CHORRO (NE) C-4.49 LS 1
108 73 CURB RAMP MILL-CHORRO (SE) C-4.48 LS 1
109 73 CURB RAMP MILL-CHORRO (SW) C-4.47 LS 1
110 73 CURB RAMP MISSION-CHORRO (NE) C-4.20 LS 1
111 73 CURB RAMP MISSION-CHORRO (NW) C-4.19 LS 1
112 73 CURB RAMP MISSION-CHORRO (SE) C-4.21 LS 1
113 73 CURB RAMP MISSION-CHORRO (SW) C-4.22 LS 1
114 73 CURB RAMP MISSION BULBOUT C-4.18 LS 1
115 73 CURB RAMP MOUNTAIN VIEW-CHORRO
(NE) C-4.30 LS 1
116 73 CURB RAMP MOUNTAIN VIEW-CHORRO
(NW) C-4.29 LS 1
117 73 CURB RAMP MOUNTAIN VIEW-CHORRO (SE)
C-4.31 LS 1
118 73 CURB RAMP MOUNTAIN VIEW-CHORRO
(SW) C-4.33 LS 1
119 73 CURB RAMP MURRAY-BROAD (E) C-4.12 LS 1
120 73 CURB RAMP MURRAY-BROAD (N) C-4.11 LS 1
121 73 CURB RAMP MURRAY-BROAD (S) C-4.13 LS 1
122 73 CURB RAMP MURRAY-BROAD (W) C-4.14 LS 1
123 73 CURB RAMP PEACH-CHORRO (SE) C-4.43 LS 1
124 73 CURB RAMP PEACH-CHORRO (NW) C-4.45 LS 1
125 73 CURB RAMP PEACH-CHORRO (SW) C-4.44 LS 1
126 73 CURB RAMP PEACH-CHORRO (NE) C-4.42 LS 1
127 73 CURB RAMP RAMONA-BROAD (E) C-4.6 LS 1
128 73 CURB RAMP RAMONA-BROAD (W) C-4.7 LS 1
129 73 CURB RAMP RAMONA CROSSING C-4.5 LS 1
130 73 CURB RAMP VENABLE-CHORRO (NE) C-4.23 LS 1
131 73 CURB RAMP WALNUT-CHORRO (SE) C-4.40 LS 1
BID FORMS
BID FORMS
E
132 73 CURB RAMP WALNUT-CHORRO (SE) C-4.24 LS 1
133 73 CURB RAMP WALNUT-CHORRO (N) C-4.38 LS 1
134 64,
77 18" HDPE STORM DRAIN PIPE LF 70
135 77 STORMDRAIN DRAIN INLET (SDDI) EA 1
136 64,
77 CONNECT TO EXISTING INLET EA 1
137 77 REMOVE AND REPLACE SD INLET GRATE EA 17
138 64,
77 FILTEREXX STORMEXX FILTER EA 17
139 20 BENCHES (AT BIKE PATH AREA) EA 2
140 20 BENCH (IN UNIT PAVING) EA 1
141 20 TRASH CONTAINER (AT BIKE PATH AREA) EA 2
142 20 CONCRETE PAVERS SQFT 126
143 20 SECURITY FENCING (AT BIKE PATH AREA) LF 136
144 20 CHAINLINK FENCE (AT CHORRO /101) LF 297
145 20 CHAINLINK GATES (AT CHORRO /101) EA 6
146 73 CONCRETE TALL CURB (CHORRO/101) LF 123
147 20 RAMONA RRFB SOLAR CROSSWALK LS 1
148 20 MILL RRFB SOLAR CROSSWALK LS 2
149 86 BIKE PATH LIGHTING / CHORRO LIGHTING /
CHORRO PG&E SVC LS 1
150 20 SHRUB/TREE REMOVAL (CHORRO /101) LS 1
151 20 RAISE CROWN EXIST TREES (CHORRO/101) LS 1
152 20 SOIL PREPARATION (NON-BIORETENTION &
TREE PITS) CY 130
153 20 BIORETENTION AREA SOIL CY 90
154 20 NO. 2 GRAVEL / STONE TON 200
155 20 PLANTING (ALL AREAS) SQFT 10,846
156 20 TREES EA 63
157 20 TREE IRRIGATION (HIGHLAND) LS 1
158 20 IRRIGATION (BIKE PATH AREA AND
CHORRO/101) SQFT 10,045
159 20 IRRIGATION - CONTROLLERS EA 2
160 20 TREE WATERING BAGS (NON-IRRIGATED
TREES) EA 35
161 20 MULCH AT BIORETENTION CY 97
162 20 MULCH CONVENTIONAL PLANTING AREAS
& TREES CY 130
163 20 ESTABLISHMENT/MAINTENANCE ALL
TREES & PLANTS (1 YR) LS 1
164 20 HAND WATER NON-IRRIGATED TREES (1-
YR) EA 35
165 20 HAND WATER NON-IRRIGATED
UNDERSTORY PLANTINGS (1-YR) LS 1
BID FORMS
BID FORMS
F
166 37 PNEUMATIC TIRE ROLLER COMPACTION LS 1
167 13 STREET SWEEPING IN SLURRY AREAS (1
DAY) LS 1
168 13 STREET SWEEPING IN SLURRY AREAS (30
DAYS) LS 1
169 12 TEMPORARY STRIPING AND PAVEMENT
MARKINGS LS 1
170 15 BIKE LANE EDGE GRIND LS 1
171 15 CURB RAMP EDGE GRIND LS 1
172 3 COMPLY WITH CALTRANS ENCROACHMENT
PERMIT LS 1
173 15 ADJUST STORMDRAIN MANHOLE TO
GRADE EA 6
174 15 ADJUST SANITARY SEWER MANHOLE TO
GRADE EA 3
175 15 ADJUST COMMUNICATION VAULT/MH/BOX
TO GRADE EA 36
176 15 ADJUST WATER METER TO GRADE EA 11
177 15 ADJUST WATER VALVE TO GRADE EA 12
Bid Total (or Base Bid) $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work.
BID FORMS
BID FORMS
G
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
BID FORMS
BID FORMS
H
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is
BID FORMS
BID FORMS
I
under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
BID FORMS
BID FORMS
J
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
BID FORMS
BID FORMS
K
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date .
The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
BID FORMS
BID FORMS
L
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include curb ramp
construction?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include roadway
maintenance by slurry sealing?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
BID FORMS
BID FORMS
M
ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
SPECIAL PROVISIONS
1 SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of Public Works:
1. Cerro San Luis Neighborhood Greenway Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition
3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
2 BIDDING
Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL, General with:
Furnish bid using blank forms provided in the Special Provisions. Bid must include all forms and must be signed by the bidder.
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Caltrans Encroachment Permit 3-
1.18B Caltrans Encroachment Permit
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2 Compliance with Caltrans Encroachment permit and traffic control shall conform to the provisions of Section 12 “Temporary Traffic Control”, of the Standard Specifications and these Special Provisions.
Measurement and Payment
The lump sum contract price paid to comply with Caltrans Encroachment Permit shall include full compensation for furnishing all labor, materials, tools equipment, personnel, and for doing all the work (during the day or night) involved to comply with all Caltrans encroachment permit requirements. The contract price shall also include the application fee of $1,400.00 for obtaining a double permit for Encroachment Permit (PENDING). See Appendix B for additional information.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 3, 5, 6, 7, 8, 12, 14, 15, 19, 20, 37, 39, 56, 64, 73, 77, 82, 84, and 86 for general, material, construction, and payment specifics. Refer to these Special Provisions for modifications to the above Sections.
Add Section 4-1.03A WORK DESCRIPTION, Project Specific Signage:
Maintain Revenue Enhancement Funding signage in work area. Return Revenue Enhancement Funding signs at the end of the project or upon the Engineer’s request. 6 CONTROL OF MATERIALS
Add to Section 6-2.03 DEPARTMENT ACCEPTANCE:
The City will furnish Sales Tax signs mounted to moveable barricades. Maintain Sales Tax signage in work area. Return Sales Tax signs at the end of the project or upon the Engineer’s request.
The City will furnish one (1) GREEN WAY SYMBOL stencil as detailed on Sheet C-5.1 of the project plans. Contractor can obtain additional stencil(s) at its own discretion and must be approved by the Engineer prior to use for this project.
Sales Tax signs are stored at the City’s Corporation Yard on Prado Road. The contractor is responsible to load and transport from City Corporation yard to job site.
Water to be used in the slurry seal emulsion must be potable water. The City will provide a hydrant location for the slurry mix. The Contractor will be responsible to pay for the potable water.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
3 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan Unless stated otherwise below, work hours are Monday through Friday between 7:00 a.m. to 4:00 p.m. at all the affected streets.
Unless otherwise approved by Caltrans and the Engineer, work within Caltrans Right of Way must be performed between the hours of 9:00 a.m. to 3:00 p.m Monday – Thursday and 9:00 a.m. to 2:00 p.m. Friday.
CURB RAMPS
Where curb ramp improvements are proposed at multiple corners of the intersection, the contractor shall provide a phasing plan showing schedule for demolition and construction of ramps in a manner that retains pedestrian access on at least one side of the street at all times. The construction phasing approach for these ramps shall be approved to the satisfaction of the Engineer.
SCHOOL ZONES
All work within school zones (Appendix C) are limited to 9:00 a.m. to 2:00 p.m. (Tuesday through Friday) and 9:30 a.m. to 2:00 p.m. on Mondays.
TRAFFIC CONTROL ZONES
Contractor shall provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. Traffic control application may be obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit.
Permittee is responsible to comply with all conditions of the traffic control plan. Complete work using due diligence to restore free flowing of traffic. 8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for this work. A one week look ahead schedule shall be provided to the Engineer before commencing the following week’s work. This requirement shall be completed in order to continue construction work.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
4 9 PAYMENT
Add to Section 9-1.02A:
The lump sum price paid for “Ramona RRFB Solar Crosswalk”, include all labor and material required for a complete installation per Sheet C-3.6.
The lump sum price paid for both “Mill RRFB Solar Crosswalks”, includes all labor and material required for a complete installation per Sheet C-3.14.
The lump sum price paid for “BIKE PATH LIGHTING/CHORRO LIGHTING/CHORRO PG&E SVC” include all labor and material required for a complete installation per Sheets E-1.1 and E-1.2 of plans.
DIVISION II GENERAL CONSTRUCTION
13 WATER POLLUTION CONTROL
Add to Section 13-7.02 Street Sweeping
13-7.02C Construction
Street sweeping shall be performed 24 hours and 30 days after application of Type II slurry seal. The Contractor must post streets for no parking in advance and during the 24 hour and 30-day street sweeping. The Contractor must submit a street sweeping schedule for approval by the Engineer. Street sweeping must be done in a manner that street parking is available within 600 ft from affected addresses, unless approved by the Engineer.
13-7.02D Payment
The lump sum item price for Street Sweeping shall include full compensation for furnishing all labor, materials, tools, equipment, personnel, “No Parking” notices, door hangers, and incidentals, and for doing all the work involved with Street Sweeping and no additional compensation therefor.
15 EXISTING FACILITIES
Add Section 15-2.01 Remove Pavement (Remove and Replace AC) - The outline of the asphalt concrete pavement area to be removed must be cut on a neat line with a power-driven diamond saw to a minimum depth of the existing asphalt concrete (see coring log information) before removing all existing asphalt. As an alternative, the Contractor may use a grinding device such as a “zipper” to remove the AC patch area. All
SPECIAL PROVISIONS
SPECIAL PROVISIONS
5 areas of removal must be cut as marked in the field and must be uniform in pattern (square, rectangle).
Paving is not to be done without the inspection of the Engineer.
A mechanical tamp is to be used for compacting the base or subgrade and bottom lifts of the AC. A roller is to be used for the top lift of AC. Vibrating Plates are not allowed.
Any PCC to be used for pavement must be Class 1 mix per Engineering Standard 6040 General Note B to allow same day AC pave out and immediate traffic use. At each location of roadway repair activity, removal and replacement of existing pavement materials are to be performed on the same working day.
Additional AC patch repair areas and extents may be identified by the Engineer.
Pavement repair locations must be field verified by the Engineer before the start of work.
Pavement restoration must comply with section 19 and 77.
Add Section 15-2.02 Obliterate Roads, Detours, and Surfacing Micro-milling must be utilized for bike lane and at existing curb ramps edge grinds located in slurry pavement treatment.
Edge grinding at curb ramps must be the greater of the following:
• From beginning to end of curve return and bulbouts.
• Extend 10 feet, measured perpendicularly beyond the curb ramp landing in both directions.
Micro-milling machines shall:
Be equipped with a micro-milling drum with tungsten-carbide-tipped cutting teeth spaced no greater than ¼ inch apart on center. The configuration of the teeth shall be such that the deviation in elevation between any 2 teeth does not exceed 1/16 inch.
Be capable of removing asphalt concrete pavement to a tolerance of +/- 1/8 inch. Be equipped with an automatic grade control system operating in “profile” mode.
Micro-milling shall result in a grid-patterned textured pavement surface with longitudinal ridges approximately the same distance apart as the cutting teeth. The ridges shall be consistent in depth, width, and profile. The distance between the top of the ridge and the adjacent valleys shall not exceed 1/8 inch.
Add Section 15-2.02B Payment
The lump sum price for Bike Lane Edge Grind shall include full compensation for furnishing all labor, materials, tools, equipment, personnel, and incidentals, and for doing all the work involved with bike lane and at existing curb ramp edge grinds and no additional compensation therefor.