IMPROVEMENT NOTES
CONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT MISSION STYLE SIDEWALK PER CITY STD. 4220; WIDTH PER PLAN.CONSTRUCT SIDEWALK TRANSITION PER CITY STD. 4120; DIMENSIONS PER PLAN.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP PER CITY STD. 4440; CALTRANS RAMP CASE PER PLAN.
INSTALL DOMESTIC WATER SERVICE AND METER PER CITY STD. 6210. INSTALL RP BACKFLOW PREVENTER PER CITY STD. 6550. DOMESTIC WATER SERVICE SIZE PER COMPOSITE UTILITY PLAN SHEET C-6.0.
INSTALL WATER SERVICE CONNECTION PER CITY STD. 6220. CONTRACTOR SHALL
VERIFY EXISTING CONDITIONS AT ALL UTILITY CROSSINGS AND ROPE WATER SERVICE BELOW TO ACHIEVE 12” OF VERTICAL CLEARANCE AND 3' MINIMUM COVER.
INSTALL 8" C900 PVC FIRE SERVICE; SEE PLUMBING PLANS BY LIST ENGINEERING FOR
CONNECTION TO BACKFLOW PREVENTER DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND CONTINUATION TO PARKING STRUCTURE.
INSTALL WATER VALVE AND WELL PER CITY STD. 6340.INSTALL 6" HDPE SEWER LATERAL PER CITY STD. 6810; SLOPE TO DRAIN AT 2% MIN.
REFER TO PLUMBING PLANS BY LIST ENGINEERING FOR CONTINUATION TO PARKING STRUCTURE.SEWER LATERAL PER CITY STD 6810.
CONNECT TO EXISTING STORM DRAIN STRUCTURE PER CITY STD. 3540. CONTRACTOR
SHALL FIELD VERIFY EXISTING LOCATION AND ELEVATION AND SHALL NOTIFY THE ENGINEER OF RECORD AND THE CITY IMMEDIATELY OF ANY/ALL DISCREPANCIESPRIOR TO CONSTRUCTION.
INSTALL HDPE STORM DRAIN LINE PER CITY SPEC §77-4; SIZE AND SLOPE PER PLAN.
CONSTRUCT STORM DRAIN MANHOLE PER CITY STD. 3530.CONNECT TO STORM DRAIN LATERAL STUB-OUT PER SLO REPERTORY THEATRE CIVIL ENGINEERING PLANS BY EDP.REFER TO DRY UTILITY PLAN SHEETS PREPARED BY OTTO ELECTRICAL AND PG&EHANDOUT PACKAGE.
COORDINATE WITH CITY TO RELOCATE EXISTING SOCAL GAS MAIN.
STORM DRAIN CURB INLET PER CITY STD. 3350SQUARE CATCH BASIN, SIZE PER PLAN. MID-STATE CONCRETE CB OR APPROVED EQUAL.
123456789
101112131415161718192021
NOTES
1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS, AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS, AND KNOWLEDGE OF THE SITE BY THE CITY. IT IS THERESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY FIELD CONDITIONS,ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALL DISCREPANCIESIMMEDIATELY TO THE ENGINEER OF RECORD AND THE CITY FOR THEIR REVIEWPRIOR TO CONSTRUCTION OF IMPROVEMENTS.
2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITYDATA. REFER TO "UTILITY NOTES" ON SHEET C-1.2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
3. REFER TO DRY UTILITY PLANS AND UTILITY HANDOUT PACKAGES PREPARED BY PG&E AND OTHERS. THE ENGINEER OF RECORD MUST BE NOTIFIED OF ANYDEVIATION FROM THESE APPROVED IMPROVEMENT PLANS PRIOR TOINSTALLATION AND/OR CONSTRUCTION OF SUCH CHANGES. THESE PROPOSED CHANGES SHALL BE REFLECTED IN THE FINAL "RECORD" DRAWINGS.
4. GAS AND JOINT TRENCH FOR DRY UTILITIES (ELECTRIC, PHONE, TELECOMMUNICATIONS, CABLE) ARE SHOWN SCHEMATICALLY ON THESE PLANS.SUBJECT TO CHANGE BASED UPON FINAL PLAN ISSUANCE FROM THE INDIVIDUAL UTILITY COMPANIES.
5. PROPOSED ELECTRICAL AND COMMUNICATIONS REROUTING BY PG&E AND OTHERS SHOWN HEREON FOR REFERENCE ONLY. REFER TO DRY UTILITY PLANS AND UTILITY HANDOUT PACKAGES PREPARED BY PG&E AND OTHERS.
6. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO FIELD VERIFY THAT ASPHALT CONCRETE PAVEMENT PATCHBACK CROSS SLOPES MEET 1.5% MINIMUM AND 3.0% MAXIMUM PRIOR TO INSTALLATION OF CURB, GUTTER AND SIDEWALK.
7. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND UTILITIES PER TRENCH DETAILS 6020, 6030, AND 6035 OF THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS.
8. THE CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY COVERS WITHIN PROJECT LIMITS TO GRADE PER DETAIL 6040 OF THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS.
9. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT ALL UTILITY CROSSING AND ROPE WATER SERVICE BELOW TO ACHIEVE 12" OF VERTICAL CLEARANCEAND 3' MINIMUM COVER. CONTRACTOR SHALL CONTACT ENGINEER IF REQUIRED CLEARANCE CANNOT BE ACHIEVED.
10. PRIOR TO CONSTRUCTION SURVEY ALL TIE-IN ALL UNDERGROUND UTILITY AND
SURFACE IMPROVEMENTS AND MATCH ELEVATION POINTS AND CONFIRM AGAINST PLANS. NOTIFY ENGINEER OF ANY DISCREPANCIES OR DIFFERENCES BEFORE PROCEEDING WITH FORM WORK AND INSTALLATION OF IMPROVEMENTS.
SD
SS SS SS SS SS SS SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS
SS
X X X
X
S
S
OH
W W W W W W W W W W W W
W
W
W
G G G G G G G G G G G G
G
G
W
OH
OH OH OH OH OH OH
OH
TT
T
N36°15'10"W 281.64'
SSMH
RIM = 188.15'
INV = 178.1'
SSMH
RIM = 188.13'
INV = 179.4'
SSMH
RIM = 193.14'
INV = 178.5'
SDMH
RIM = 193.75'
INV = 186.6'
(EX. 12" PVC SS)
(EX. 8" PVC SS) (5.9%)
(EX. 30" PVC SS) (0.3%)
(EX. 18" VCP SS)
(EX. 12" W)
(EX. 12" W)
(EX. 8" PVC W)
(EX. 12" W)
(EX. 30" PVC SS) (0.3%)
(EX. W)
(EX. W)
(EX. 3" G)
(EX. 18" PVC SS)
(EX. 30" PVC SS) (0.3%)
SSMH
RIM = 192.0'
SD
SD
SD
IRR
G
G
SD
S
SD
SD
W
FW
W
FW
SD
SD
SD
SS
W W W W W W W
G
^
^^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
^
^^
^
^^
^ ^
^^
^
^
^
^
^ ^ ^
^
^
^
^^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^
^
^
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^ ^ ^ ^
^ ^ ^ ^ ^ ^
^
^
^
^
^ ^
G G G
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
60+00
64+00 63+00 62+00 61+00 60+00
60+00
1+00
1+00 3+73
2+00 3+00
1+00
STATION/OFFSET DATASTA=63+00.00 CL_NIPOMOSTA=1+00.00 TC_NIPOMO
STATION/OFFSET DATA
STA=60+27.33 CL_NIPOMO
STA=3+72.66 TC_NIPOMO
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
(EX. 12" W)
(EX. 30" PVC SS) (EX. 12" PVC SS)
INTERSECTION DATA
STA=60+00.00
STA=60+00.00 MONTEREY CL
STA=61+69.63
12.00' R
3 3 3
3 3
3 3
W=5.5' 4
4 W=9' W=11.5' 4
W=10' 4
W=6' 4
W=6' 4
W=4' 4
STA=61+29.80
12.00' R
STA=59+76.63
14.00' R
STA=61+28.88
15.13' L
STA=59+76.63
15.00' L
STA=63+63.63
13.08' L STA=63+61.38
16.95' R
STA=63+17.12
18.78' R
STA=62+21.19
12.00' R
STA=62+16.19
12.00' R
STA=61+46.48
12.00' R
STA=61+43.48
12.00' R
STA=61+07.48
31.50' R
STA=60+59.48
31.50' R
STA=60+59.48
15.50' R
STA=59+41.61
19.98' R
15 15
15 15
15 23.5'
STA=60+09.35
7.37' L
STA=59+67.84
7.25' L
19 INTERSECTION DATA
STA=63+36.91STA=60+00.00 PALM CENTERLINE
STA
25.0 STA=61+39.77
39.16' R
18 6 9 9
11 11
15 32.2' 6.5'
3.3'
6.5'
11.5'
N36°15'10"W 272.66'
4 4
18 18
18 15
REFER TO LANDSCAPE PLANS FOR IRRIGATION METER
SIZE, LINE SIZE AND LANDSCAPE CONTINUATION.
2 19 19
PROPOSED OVERHEAD UTILITY POLE,REFER TO DRY UTILITY PLANS 19 19
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
ROADSIDE STORMWATER TREATMENTPER DETAIL H ON SHEET C-3.8, TYP.
ROADSIDE STORMWATER
TREATMENT PER DETAIL H
ON SHEET C-3.8, TYP.
STA=61+13.00
31.00' L
STA=60+73.38
31.00' L
7 7 7
21 21 21
21 10 8 7
7 7
7 14
16 7
7 8 10
16 1
ELEVATION
175.0180.0185.0190.0195.0200.0
175.0180.0190.0
200.0
PVI STA = 1+50.00
PVI ELEV = 189.30
PVI STA = 2+50.00
PVI ELEV = 191.20
PVI STA = 2+75.00
PVI ELEV = 191.45
PVI STA = 3+62.66PVI ELEV = 192.19
PVI STA = 3+72.66PVI ELEV = 192.66
1.50%
1.90%
1.00% 0.84% 1.50% 7.11%
8.0' VC
PVI STA = 3+66.96
PVI ELEV = 192.25
K = 1.43
BVC = 3+62.96
ELEV = 192.19
EVC = 3+70.96
ELEV = 192.54
LOW PT STA: 3+62.96
LOW PT ELEV: 192.19
0+80
188.55
188.6
1+00
189.3
189.30
190.2
190.25
2+00
191.2
191.20
191.7
191.66
3+00
192.08
192.1
4+00
PROPOSED TOP OF CURB
EXISTING GRADE AT TOP OF CURB ALIGNMENT
CATCH BASIN 0461+39.77 39.16' R
12"x12" CB
RIM=191.50
6" INV (SE)=188.25
6" HDPE PIPE
[ADS N-12]
L=31.6'
S=-1.24%
12" HDPE PIPE[ADS N-12]
L=46.0'
S=-0.50%
CATCH BASIN 03
61+07.48 31.50' R
24"x24" CB
RIM=191.90
12" INV (SE)=187.84
8" INV (NE)=187.84
6" INV (NW)=187.84
8" INV (NE)=187.84
CATCH BASIN 01
60+59.48 15.50' R
36"x36" CB
RIM=192.05
18" INV (SE)=187.5212" INV (NE)=187.52
CATCH BASIN 02
60+59.48 31.50' R
24"x24" CB
RIM=192.31
12" INV (SW)=187.60
12" INV (NW)=187.60
18" HDPE PIPE[ADS N-12]
L=47.7'
S=-0.50%
PVI STA = 1+00.00
PVI ELEV = 188.55
CL_NIPOMO STA=63+00.00
CL_NIPOMO OFFSET=12.0' (R)PVI STA = 3+72.66 PVI ELEV = 192.66 CL_NIPOMO STA=60+27.33 CL_NIPOMO OFFSET=12.0' (R) EX. 30" SS L=±327' S=±0.3%
EXISTING 12" CAST IRON WATER MAIN
PROPOSED12" C900 PVC WATERLINE. SEE SHEET C-6.0
FOR CONNECTION AND CONSTRUCTION DETAILS
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA0 40 feet SCALE: 1" = 20' NIPOMO STREET FRONTAGE [TC STA: 1+00 - 3+73] 20 60 1" = 20' HORIZONTAL SCALE 1" = 4' VERTICAL SCALE (SEE SHEET C-3.3)
MONTEREY STREET
(SEE SHEET C-3.1)
PALM STREET
PROPOSED GRADE
NIPOMO STREET FRONTAGE IMPROVEMENTS
C-3.2
SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR
PARKING STRUCTURE, DESIGN, ELEVATIONS AND DETAILS
SEE SHEET C-4.1 FOR ON-SITE PRECISE GRADING
APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
CASE A
CASE C
CASE A
CASE A
CASE A
CASE A
CASE F
SEE GRADING DETAIL
ON SHEET C-4.2
FOR CONTINUATION OF
STORM DRAIN ON-SITE
(SEE SHEET C-6.0)
COMPOSITE UTILITY PLAN
CASE C CASE C
IMPROVEMENT NOTES
CONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT MISSION STYLE SIDEWALK PER CITY STD. 4220; WIDTH PER PLAN.CONSTRUCT SIDEWALK TRANSITION PER CITY STD. 4120; DIMENSIONS PER PLAN.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP PER CITY STD. 4440; CALTRANS RAMP CASE PER PLAN.
INSTALL DOMESTIC WATER SERVICE AND METER PER CITY STD. 6210. INSTALL RP BACKFLOW PREVENTER PER CITY STD. 6550. DOMESTIC WATER SERVICE SIZE PER COMPOSITE UTILITY PLAN SHEET C-6.0.
INSTALL WATER SERVICE CONNECTION PER CITY STD. 6220. CONTRACTOR SHALL
VERIFY EXISTING CONDITIONS AT ALL UTILITY CROSSINGS AND ROPE WATER SERVICE BELOW TO ACHIEVE 12” OF VERTICAL CLEARANCE AND 3' MINIMUM COVER.
INSTALL 8" C900 PVC FIRE SERVICE; SEE PLUMBING PLANS BY LIST ENGINEERING FOR
CONNECTION TO BACKFLOW PREVENTER DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND CONTINUATION TO PARKING STRUCTURE.
INSTALL WATER VALVE AND WELL PER CITY STD. 6340.INSTALL 6" HDPE SEWER LATERAL PER CITY STD. 6810; SLOPE TO DRAIN AT 2% MIN.
REFER TO PLUMBING PLANS BY LIST ENGINEERING FOR CONTINUATION TO PARKING STRUCTURE.SEWER LATERAL PER CITY STD 6810.
CONNECT TO EXISTING STORM DRAIN STRUCTURE PER CITY STD. 3540. CONTRACTOR
SHALL FIELD VERIFY EXISTING LOCATION AND ELEVATION AND SHALL NOTIFY THE ENGINEER OF RECORD AND THE CITY IMMEDIATELY OF ANY/ALL DISCREPANCIESPRIOR TO CONSTRUCTION.
INSTALL HDPE STORM DRAIN LINE PER CITY SPEC §77-4; SIZE AND SLOPE PER PLAN.
CONSTRUCT STORM DRAIN MANHOLE PER CITY STD. 3530.CONNECT TO STORM DRAIN LATERAL STUB-OUT PER SLO REPERTORY THEATRE CIVIL ENGINEERING PLANS BY EDP.REFER TO DRY UTILITY PLAN SHEETS PREPARED BY OTTO ELECTRICAL AND PG&EHANDOUT PACKAGE.
COORDINATE WITH CITY TO RELOCATE EXISTING SOCAL GAS MAIN.
STORM DRAIN CURB INLET PER CITY STD. 3350SQUARE CATCH BASIN, SIZE PER PLAN. MID-STATE CONCRETE CB OR APPROVED EQUAL.
123456789
101112131415161718192021
NOTES
1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS, AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS, AND KNOWLEDGE OF THE SITE BY THE CITY. IT IS THERESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY FIELD CONDITIONS,ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALL DISCREPANCIESIMMEDIATELY TO THE ENGINEER OF RECORD AND THE CITY FOR THEIR REVIEWPRIOR TO CONSTRUCTION OF IMPROVEMENTS.
2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITYDATA. REFER TO "UTILITY NOTES" ON SHEET C-1.2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
3. REFER TO DRY UTILITY PLANS AND UTILITY HANDOUT PACKAGES PREPARED BY PG&E AND OTHERS. THE ENGINEER OF RECORD MUST BE NOTIFIED OF ANYDEVIATION FROM THESE APPROVED IMPROVEMENT PLANS PRIOR TOINSTALLATION AND/OR CONSTRUCTION OF SUCH CHANGES. THESE PROPOSED CHANGES SHALL BE REFLECTED IN THE FINAL "RECORD" DRAWINGS.
4. GAS AND JOINT TRENCH FOR DRY UTILITIES (ELECTRIC, PHONE, TELECOMMUNICATIONS, CABLE) ARE SHOWN SCHEMATICALLY ON THESE PLANS.SUBJECT TO CHANGE BASED UPON FINAL PLAN ISSUANCE FROM THE INDIVIDUAL UTILITY COMPANIES.
5. PROPOSED ELECTRICAL AND COMMUNICATIONS REROUTING BY PG&E AND OTHERS SHOWN HEREON FOR REFERENCE ONLY. REFER TO DRY UTILITY PLANS AND UTILITY HANDOUT PACKAGES PREPARED BY PG&E AND OTHERS.
6. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO FIELD VERIFY THAT ASPHALT CONCRETE PAVEMENT PATCHBACK CROSS SLOPES MEET 1.5% MINIMUM AND 3.0% MAXIMUM PRIOR TO INSTALLATION OF CURB, GUTTER AND SIDEWALK.
7. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND UTILITIES PER TRENCH DETAILS 6020, 6030, AND 6035 OF THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS.
8. THE CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY COVERS WITHIN PROJECT LIMITS TO GRADE PER DETAIL 6040 OF THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS.
9. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT ALL UTILITY CROSSING AND ROPE WATER SERVICE BELOW TO ACHIEVE 12" OF VERTICAL CLEARANCEAND 3' MINIMUM COVER. CONTRACTOR SHALL CONTACT ENGINEER IF REQUIRED CLEARANCE CANNOT BE ACHIEVED.
10. PRIOR TO CONSTRUCTION SURVEY ALL TIE-IN ALL UNDERGROUND UTILITY AND
SURFACE IMPROVEMENTS AND MATCH ELEVATION POINTS AND CONFIRM AGAINST PLANS. NOTIFY ENGINEER OF ANY DISCREPANCIES OR DIFFERENCES BEFORE PROCEEDING WITH FORM WORK AND INSTALLATION OF IMPROVEMENTS.
SD
SS SS
SS SS SS SS SS SS SS SS SS SS SS
S
S
W
W
W
WW W
W W W W W W
G
G
G
G
G G G G G G G G
OH
T
WM
WM
N53°05'37"E 214.61'
SSMH
RIM = 193.14'
INV = 178.5'
SDMH
RIM = 193.75'
INV = 186.6'
SSMH
RIM = 202.15'
INV = 191.44'
(EX. 12" PVC SS)
(EX. 8" PVC SS) (5.9%) (EX. 8" PVC SS) (1.1%)
(EX. 30" PVC SS) (0.3%)
(EX. 18" VCP SS)
(EX. 8" PVC W) (EX. 8" PVC W)
(EX. 2" GAS)
(EX. 12" W)
(EX. G)
(EX. G)
(EX. G)
(EX. SS)
(EX. W)
(EX. W)
(EX. W)
(EX. SS)
(EX. G)
(EX. W)
SSMH
RIM = 192.0'
SD SD SD SD SS
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
W
SS
W
W
G G
^^
^ ^ ^ ^ ^ ^ ^ ^ ^
^^^
^
^^
^ ^
^ ^ ^ ^
^
^
^ ^ ^
^
^
^
^
^
^^
^^^
^
^
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^
G
G
SD
60+00
61+00 62+00 63+00
60+00 61+00 3+31 1+00 2+00 3+00
3+73 3+00
STATION/OFFSET DATASTA=60+27.31 CL_MONTEREYSTA=1+00.00 TC_MONTEREY STATION/OFFSET DATASTA=62+44.88 CL_MONTEREYSTA=3+20.72 TC_MONTEREY STA=60+64.80
9.50' L
STA=60+81.90
12.00' L
17.3'
3 3
3 3
3 W=8' 4
W=8' 4 STA=60+98.36
12.00' L
STA=61+14.94
17.00' L
(EX. 12" PVC SS)
STA=60+41.38
12.00' L
INTERSECTION DATA
STA=60+00.00 MONTEREY CL
STA=60+00.00
STA=61+91.12
12.00' L
STA=62+32.72
9.50' L
4 W=6'
9 STA=60+25.21
12.15' L
STA=60+25.21
12.00' R
STA=61+91.12
12.00' R
15 15
15 15
STA=59+92.74
9.44' L 17
17 STA=61+58.94
17.00' L
STA=61+75.52
12.00' L
STA=61+97.07
12.00' L
STA=62+13.47
17.00' L
N53°05'37"E 71.05'
Δ=33°33'26" R=20.00' L=11.71' Δ=33°33'26" R=10.00' L=5.86' N53°05'37"E 44.00'
N53°05'37"E 14.13'
7' 4
13 STA=61+52.60
3.15' L
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART) 19
19 19
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
16 1 5 7 20 5 16
7 8 5 5 5 5
7 16
7 ELEVATION
180.0185.0190.0195.0200.0205.0
180.0190.0
200.0
EX. 8" W MAIN
0+80
194.0
194.00
1+00
196.2
196.21
198.37
198.4
2+00
200.5
200.53
202.4
202.41
3+00 3+50
PROPOSED TOP OF CURB
EXISTING GRADE AT
TOP OF CURB
ALIGNMENT
18" HDPE PIPE [ADS N-12] L=164.0' S=-5.12%
SDMH 03
60+64.81 -9.50' L
RIM=195.33
18" INV (SW)=187.3618" INV (NE)=187.36
8" INV (NW)=187.46 SDMH 04
62+32.73 -9.50' L
RIM=202.45
18" INV (SW)=195.9512" INV (NW)=195.95
EX. 8" SS L=±219' S=±5.8%
EX. 8" SS L=±228' S=±1.1%
ECCENTRIC
CYLINDRICAL
STRUCTURE
RIM=(202.2±)
8" INV (SW)=(191.4±)8" INV (NE)=(191.4±)
SDDI 01
60+41.39 -14.58' L
36"x36" CB
RIM=194.44
18" INV (NW)=187.26
18" INV (SE)=187.26
PVI STA = 3+20.49
PVI ELEV = 203.25
CL_MONTEREY STA=62+44.65
CL_MONTEREY OFFSET=16.9' (L)
PVI STA = 2+92.92
PVI ELEV = 202.12
PVI STA = 1+27.62
PVI ELEV = 195.24
PVI STA = 2+80.47
PVI ELEV = 201.85
4.09%
2.20%
4.32%
PVI STA = 2+92.92
PVI ELEV = 202.12
PVI STA = 1+27.62
PVI ELEV = 195.24
PVI STA = 2+80.47
PVI ELEV = 201.85
4.09%
2.20%
4.32%
PVI STA = 1+27.62
PVI ELEV = 195.24
CR_NIPOMO+MONTEREY (N) STA=1+51.38
CR_NIPOMO+MONTEREY (N) OFFSET=0.0' ()
REFER TO NIPOMO | MONTEREY (N)
CURB RETURN PROFILE ON C-3.5
18" HDPE PIPE[ADS N-12]
L=21.4'
S=0.50%
18" HDPE PIPE[ADS N-12]
L=46.7'
S=0.50%
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA 0 40 feet SCALE: 1" = 20' MONTEREY STREET FRONTAGE [TC STA: 1+00 - 3+30] 20 60 1" = 20' HORIZONTAL SCALE 1" = 4' VERTICAL SCALE (SEE SHEET C-3.2)
NIPOMO STREET
PROPOSED GRADE
MONTEREY STREET FRONTAGE IMPROVEMENTS
C-3.3
SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR
PARKING STRUCTURE, DESIGN, ELEVATIONS AND DETAILS
SEE SHEET C-4.1 FOR ON-SITE PRECISE GRADING
REFER TO DRY UTILITY PLANS (TYP.)
CASE F
CASE F
CASE A
CASE A
FORM GUTTER AROUND
MANHOLE LID
FOR CONTINUATION OF
STORM DRAIN ON-SITE
(SEE SHEET C-6.0)
COMPOSITE UTILITY PLAN
STA=61+73.42 3.12'L
4" SDR PVC SEWER LATERAL
190.25 INV
FOR FUTURE SLO
REPERTORY THEATRE
185.0
190.0
185.0190.0
0+95 1+00 1+45
-2.00%
1.30%
-1.00% 0.00%
1.60%
1.00% 1.00%
PROPOSED TOP OF CURB
CL_PALM STA=60+36.91
CL_PALM OFFSET=12.0' (R)
CL_NIPOMO STA=63+00.00
CL_NIPOMO OFFSET=12.0' (R)
-8.83%
1.00%
9.86% PVI STA = 1+12.60
PVI ELEV = 188.27
PVI STA = 1+18.25
PVI ELEV = 187.77
PVI STA = 1+22.46
PVI ELEV = 187.82
PVI STA = 1+28.10
PVI ELEV = 188.37
-8.83%
1.00%
9.86%
39.2'
PVI STA = 1+00.00
PVI ELEV = 188.40
PVI STA = 1+12.61
PVI ELEV = 188.27
PVI STA = 1+18.25
PVI ELEV = 188.27
PVI STA = 1+39.21
PVI ELEV = 188.55
PVI STA = 1+22.46
PVI ELEV = 188.32
PVI STA = 1+28.10
PVI ELEV = 188.37
15.5'
T
W
WWWWW
^
^^^^^^^^^^^^^^^^^^^^^
^ ^ ^ ^ ^
^
^
^
^^^^^^^^
^ ^ ^ ^ ^ ^ ^
0+90 1+00
1+49
63+00
60+00
7.5% MAX
9%MAX
10% MAX
BP: 0+90.00
TC = 188.60
EP: 1+49.21
TC = 188.68
PC: 1+00.00
TC = 188.40
PT: 1+39.21
TC = 188.55
Mid: 1+19.61 TC = 188.29
INTERSECTION DATA
STA=60+00.00 CL_Palm
STA=63+36.91 CL_Nipomo
1.5%
TYP
1.5%
TYP
STA 1+00.00 CR_Nipomo+Palm (E)
N = 50283.93
E = 49837.60
STA=60+36.91 12.0± (R) CL_Palm
Δ=89
°51
'53
"
R
=
2 5
.
0 0
'
L
=
3 9
.
2 1
'
N53°36'43"E 10.00'
N36°15'10"W 10.00' ROADSIDE STORMWATER TREATMENT PER DETAIL H ON SHEET C-3.8, TYP.
X X X X X X X X X X X X X X
X
X
X
X
X OH OH OH
OH
OH
OH OH OH OH OH OH
W W
^
^ ^ ^ ^ ^ ^
^
^^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^^^^^^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
0+90 1+00
1+65
64+00
60+00
1.5%
7.5% MAX
BP: 0+90.00
TC = 187.53
EP: 1+65.40
TC = 187.97
PI: 1+55.40
TC = 187.86
MATCH EXISTING
PI: 1+00.00
TC = 187.57
PC: 1+03.23
TC = 187.59
PC: 1+21.80
TC = 187.68
PT: 1+20.74
TC = 187.68
PT: 1+45.36
TC = 187.81
PRC: 1+12.05 TC = 187.63 Mid: 1+07.64 TC = 187.61 Mid: 1+16.39 TC = 187.66 Mid: 1+33.58 TC = 187.75
INTERSECTION DATA
STA=60+00.00 CL_PalmSTA=63+36.91 CL_Nipomo
1.5%
TYP
STA 1+00.00 CR_Nipomo+Palm (
N = 50283.9
E = 49837.6
STA=60+36.91 12.0± (R) CL_P
STA=63+92.30 18.6± (R) CL_Nipomo
STA 1+00.00 CR_Nipomo+Palm (N)
N = 50327.37E = 49783.02
N36°41'52"W 10.00' Δ=42°04'37" R=12.00' L=8
.81'
Δ=41°30'53" R=12.00' L=8.69'
Δ=90°00'00" R=15.00' L=23.56'
N53°51'52"E 10.04'
187.90
FS
187.45 TC
186.95 FL
MATCH EXISTING
187.53 TC187.03 FL
187.54
FS
1.5%
TYP
187.58
FS
187.64
FS
4'
50.18'
187.51 FS
MATCH
EXISTING
187.60 FS
MATCH
EXISTING
PROPOSED OVERHEAD UTILITY POLE,
REFER TO DRY UTILITY PLANS
PROTECT AND PRESERVE EXISTING OVERHEAD UTILITY POLE. CONTRACTOR
SHALL PROVIDE TEMPORARY SUPPORTS AS NEEDED DURING AND THROUGHOUT CONSTRUCTION UNTIL POLE IS DEEMED STABLE BY DRY UTILITY COMPANIES.
PROPOSED UTILITY VAULT,
REFER TO DRY UTILITY PLANS
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
185.0190.0
185.0190.0
0+95 1+00 1+50 1+60
PVI STA = 1+00.00
PVI ELEV = 187.57
PVI STA = 1+28.16
PVI ELEV = 187.72
PVI STA = 1+37.63
PVI ELEV = 187.77
PVI STA = 1+47.36
PVI ELEV = 187.82
PVI STA = 1+55.41
PVI ELEV = 187.86
0.53%
0.52% 0.52% 0.52%
PROPOSED TOP OF CURB
CL_NIPOMO STA=63+92.30
CL_NIPOMO OFFSET=18.6' (R)
CL_PALM STA=60+37.63
CL_PALM OFFSET=19.9' (L)
(0.4±%)
(1.0±%)
0.52%
5.66%
PVI STA = 1+28.16
PVI ELEV = 187.22
PVI STA = 1+37.63
PVI ELEV = 187.27
PVI STA = 1+47.36
PVI ELEV = 187.820.52%
5.66%
55.4'
19.2'
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
0 10 feet SAN LUIS OBISPO, CA
SCALE: 1" = 5'
5 15
NIPOMO | PALM (E)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
NIPOMO | PALM (N)
CURB RETURN PROFILES
C-3.4A
0 10 feet
SCALE: 1" = 5'
5 15 1" = 5' HORIZONTAL SCALE
1" = 1' VERTICAL SCALE
NOTE:REFER TO SHEET C-4.1 FOR OVERALL
GRADING AND DRAINAGE PLAN
SEE THIS SHEET [NIPOMO|PALM (N)] FOR CONTINUATION
SEE THIS SHEET [NIPOMO|PALM (E)] FOR CONTINUATION
SEE SHEET C-3.4B [NIPOMO BULBOUT (W)] FOR CONTINUATION
OH OH OH OH OH OH OH
OH
OH
^ ^
^
^
^
^
^^^^^^^^^
^ ^ ^ ^ ^
^^^^
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
0+90 1+00 1+69
64+00 60+00
187.4
FS MATCHEXISTING
MAX
7.5%
9%
MAX
9%MAX
BP: 0+90.00
TC = 188.10
EP: 1+69.46
TC = 187.31
PC: 1+00.00
MATCH EXISTING
TC = 188.00
PT: 1+21.00
TC = 187.79
PC: 1+52.60
TC = 187.48
PRC: 1+07.01 TC = 187.93 PRC: 1+61.00 TC = 187.39 Mid: 1+03.51 TC = 187.97 Mid: 1+14.01 TC = 187.86 Mid: 1+56.80 TC = 187.44 Mid: 1+65.23 TC = 187.35
INTERSECTION DATA
STA=60+00.00 CL_Palm
A=63+36.91 CL_Nipomo
1.5%
TYP
1.5%
TYP
1.2%
STA 1+00.00 CR_Nipomo+Palm (W)
N = 50265.78
E = 49780.21
STA=63+44.30 20.1± (L) CL_Nipomo
Δ=48°28'35" R=10.00' L=8.46'
Δ=48°07'40" R=10.00' L=8.40'
Δ=40°05'08" R=20.00' L=13.99'
Δ=40°09'52" R=10.00' L=7.01'
N36°15'10"W 10.00'
N36°15'10"W 31.59'
PROTECT AND PRESERVE EXISTING OVERHEAD UTILITY POLE.
CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS AS
NEEDED DURING AND THROUGHOUT CONSTRUCTION UNTILPOLE IS DEEMED STABLE BY DRY UTILITY COMPANIES.
ROADSIDE STORMWATER TREATMENTPER DETAIL H ON SHEET C-3.8, TYP.
ELEVATION
185.0190.0
185.0190.0
0+92 1+00 1+50 1+77
-1.00%
-0.99% -0.99% -0.99% -0.99%
-0.99%
PVI STA = 1+00.00
PVI ELEV = 188.00
PVI STA = 1+11.89
PVI ELEV = 187.88
PVI STA = 1+18.92
PVI ELEV = 187.81
PVI STA = 1+23.09
PVI ELEV = 187.77
PVI STA = 1+29.62
PVI ELEV = 187.71
PVI STA = 1+69.46
PVI ELEV = 187.31
-1.00%
-0.99% -0.99% -0.99% -0.99%
-0.99%
PROPOSED TOP OF CURB
CL_NIPOMO STA=63+44.30
CL_NIPOMO OFFSET=20.1' (L)
CL_NIPOMO STA=64+10.18
CL_NIPOMO OFFSET=19.7' (L) (1.0±%)
-0.99%
-8.12% 6.66% PVI STA = 1+11.89
PVI ELEV = 187.88
PVI STA = 1+18.92
PVI ELEV = 187.31
PVI STA = 1+23.09
PVI ELEV = 187.27
PVI STA = 1+29.62
PVI ELEV = 187.71
-0.99%
-8.12% 6.66%
69.5'
17.7'
(1.0±%)
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA NIPOMO BULBOUT (W)
CURB RETURN PROFILES
C-3.4B
0 10 feet
SCALE: 1" = 5'
5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
NOTE:REFER TO SHEET C-4.1 FOR OVERALL
GRADING AND DRAINAGE PLAN
SEE SHEET C-3.4A [NIPOMO|PALM (N)] FOR CONTINUATION
185.0
190.0
185.0190.0
0+95 1+00 1+50 1+65
PVI STA = 1+00.00
PVI ELEV = 190.46
PVI STA = 1+07.62
PVI ELEV = 190.62
PVI STA = 1+15.62
PVI ELEV = 190.78
PVI STA = 1+19.79
PVI ELEV = 190.80
PVI STA = 1+27.91
PVI ELEV = 190.84
PVI STA = 1+34.93
PVI ELEV = 190.88
PVI STA = 1+41.06
PVI ELEV = 190.85
PVI STA = 1+45.24
PVI ELEV = 190.83
PVI STA = 1+51.26
PVI ELEV = 190.80
PVI STA = 1+61.12
PVI ELEV = 190.50
2.15%
2.00% 0.50% 0.50% 0.50% -0.50% -0.50% -0.50% -3.00% 2.15% 2.00% 0.50% 0.50% 0.50% -0.50% -0.50% -0.50% -3.00%
PROPOSED TOP OF CURB
CL_NIPOMO STA=61+45.64
CL_NIPOMO OFFSET=20.7' (L)
(1.8±%) -4.25% (2.0±%)
0.50%
6.65%
PVI STA = 1+07.62
PVI ELEV = 190.62
PVI STA = 1+15.62
PVI ELEV = 190.28
PVI STA = 1+19.79
PVI ELEV = 190.30
PVI STA = 1+27.91
PVI ELEV = 190.84
-4.25%
0.50%
6.65% -8.65%
-0.50%
7.81% PVI STA = 1+34.93
PVI ELEV = 190.88
PVI STA = 1+41.06
PVI ELEV = 190.35
PVI STA = 1+45.24
PVI ELEV = 190.33
PVI STA = 1+51.26
PVI ELEV = 190.80
-8.65%
-0.50%
7.81%
61.1'
20.3'
16.3'
CL_NIPOMO STA=61+13.00
CL_NIPOMO OFFSET=48.7' (L)
OH OH OH OH OH
^^^^^
^ ^ ^ ^ ^ ^ ^ ^ ^
^^^^^^^^^
^^^^^^^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^^ ^ ^
^
^
^
^
^
0+90 1+00
1+71
61+00
1.6%
1.5%
1.1%7.5% MAX
7.5% MAX 7.5% MAX
9%MAX
9%MAX
BP: 0+90.00
TC = 190.26
EP: 1+71.12
TC = 190.30
PI: 1+00.00
TC = 190.46
MATCH EXISTING
PC: 1+18.71
TC = 190.80
PT: 1+61.12
MATCH EXISTING
TC = 190.50
PCC: 1+42.27
TC = 190.84
PRC: 1+54.84 TC = 190.69
Mid: 1+30.49 TC = 190.86
Mid: 1+48.55 TC = 190.81
Mid: 1+57.98 TC = 190.59
1.5%
TYP
1.5%
TYP
STA=61+13.00 48.7± (L) CL_Nipomo
STA 1+00.00 CR_Nipomo+Dana (W)
N = 50062.32
E = 49893.90
Δ=36°00'23" R=10.00' L=6.28'
N36°15'10"W 10.00'
Δ=36°00'23" R=20.00' L=12.57'
Δ=90°00'00" R=15.00' L=23.56
'
N53°44'50"E 18.71'
190.40
FS MATCH
EXISTING
190.20
FS MATCHEXISTING
190.34
FS MATCHEXISTING
190.14
FS MATCHEXISTING
189.84 TC189.34 FL
190.06 TC189.56 FL
ROADSIDE STORMWATER TREATMENTPER DETAIL H ON SHEET C-3.8, TYP.
S
SD
SD
WW
WW
^
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^^ ^ ^ ^ ^ ^ ^
^^^^^^^^^^^^^
0+90 1+00
1+61
60+00 60+00
7.5%
MAX
BP: 0+90.00
TC = 192.19
EP: 1+61.38
TC = 195.68
PC: 1+00.00
TC = 192.66
PT: 1+23.76
TC = 193.92
Mid: 1+11.88 TC = 193.50
1.5%
TYP
1.5%
TYP
1.5%
TYP
1+00
BP: 1+00.00
TC = 194.00
STA 1+00.02 CR_Nipomo+Monterey (N)
N = 50029.12
E = 49993.53
STA=60+27.31 12.0± (R) CL_Nipomo
N36°15'10"W 10.00'
Δ=90°
44'
48"
R=15
.00'
L=23
.76'
N53°05'37"E 71.05'
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
190.0195.0
190.0
0+90 1+00 1+50 1+61
PVI STA = 0+90.00PVI ELEV = 192.19
PVI STA = 1+61.38
PVI ELEV = 195.68
PVI STA = 1+30.39
PVI ELEV = 194.08
PVI STA = 1+24.17PVI ELEV = 193.93
PVI STA = 1+51.38PVI ELEV = 195.24
PVI STA = 1+19.10
PVI ELEV = 193.85
4.32%
2.45% 1.50%
4.50%
3.50%
8.32%
1.50%
7.11%
2.45%
8.0' VC
PVI STA = 0+94.35
PVI ELEV = 192.26
K = 1.42
BVC = 0+90.35
ELEV = 192.20
EVC = 0+98.35
ELEV = 192.54
LOW PT STA: 0+90.35
LOW PT ELEV: 192.20
8.0' VC
PVI STA = 1+39.00
PVI ELEV = 194.38
K = 1.66
BVC = 1+35.00
ELEV = 194.24
EVC = 1+43.00
ELEV = 194.71
LOW PT STA: 1+35.00
LOW PT ELEV: 194.24
5.0' VC
PVI STA = 1+15.56
PVI ELEV = 193.76
K = 1.07
BVC = 1+13.06
ELEV = 193.59
EVC = 1+18.06
ELEV = 193.83
HIGH PT STA: 1+18.06
HIGH PT ELEV: 193.83
8.0' VC
PVI STA = 1+47.00
PVI ELEV = 195.05
K = 2.10
BVC = 1+43.00
ELEV = 194.71
EVC = 1+51.00
ELEV = 195.23
HIGH PT STA: 1+51.00
HIGH PT ELEV: 195.23
PROPOSED TOP OF CURB
CL_NIPOMO STA=60+27.33
CL_NIPOMO OFFSET=12.0' (R) 1.50%
PVI STA = 1+19.10
PVI ELEV = 193.35
PVI STA = 1+24.17
PVI ELEV = 193.43
CL_NIPOMO STA=60+12.74
CL_NIPOMO OFFSET=64.8' (R)
5'
PVI STA = 1+00.00
PVI ELEV = 192.66
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
NIPOMO | MONTEREY (N)
CURB RETURN PROFILES
C-3.5
0 10 feet
SCALE: 1" = 5'
5 15 1" = 5' HORIZONTAL SCALE
1" = 1' VERTICAL SCALE
0 10 feet
SCALE: 1" = 5'
5 15
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
NIPOMO | DANA (W)
NOTE:REFER TO SHEET C-4.1 FOR OVERALL
GRADING AND DRAINAGE PLAN
SEE SHEET C-3.6 FOR CONTINUATION
SEE SHEET C-3.7 FOR CONTINUATION
SEE SHEET C-4.2 FOR CONTINUATION
188.0
190.0195.0
0+90 1+50
PVI STA = 0+90.00
PVI ELEV = 193.18
PVI STA = 1+00.00
PVI ELEV = 193.13
PVI STA = 1+22.96
PVI ELEV = 192.96
PVI STA = 1+40.13
PVI ELEV = 192.88
-0.72%
-0.50%
PROPOSED TOP OF CURB
CL_NIPOMO STA=59+45.92
CL_NIPOMO OFFSET=19.8' (L)
(-0.4±%)
-8.19%
-0.50%
7.19% PVI STA = 1+22.96
PVI ELEV = 192.96
PVI STA = 1+29.46
PVI ELEV = 192.43
PVI STA = 1+33.62
PVI ELEV = 192.41
PVI STA = 1+40.13
PVI ELEV = 192.88
17.2'
-1.77%
S
OH OH OH OH
OH H O
SD
SD
^
^
^
^
^
^
^
^
^
^
^
^ ^ ^ ^ ^
^^
^^^
^^^
^^
^^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^
^ ^ ^ ^
0+90 1+00
2+00
2+75
60+00
60+00
190.47
FS MATCH
EXISTING
7.5%
MAX
7.5%
MAX
10%
MAX
9%
MAX
BP: 0+90.00
TC = 193.18
EP: 2+75.12
MATCH EXISTING
TC = 190.33
PI: 2+55.74
TC = 190.82
PI: 1+00.00
MATCH EXISTING
TC = 193.13
PC: 1+03.00
TC = 193.11
PT: 1+19.20
TC = 192.99
PC: 2+13.47
TC = 191.58
PT: 2+37.25
TC = 191.25
PRC: 1+08.48 TC = 193.07 Mid: 1+05.74 TC = 193.09 Mid: 1+13.84 TC = 193.03 Mid: 2+25.36 TC = 191.38
INTERSECTION DATA
STA=60+00.00 CL_Monterey
STA=60+00.00 CL_Nipomo
1.5%
TYP
1.5%
TYP
1.5%
TYP
1.4%
STA=59+45.92 19.8± (L) CL_Nipomo
STA 1+00.00 CR_Nipomo+Monterey+Dana
N = 49944.86E = 50016.67
N52°55'55"E 18.49'
Δ=90°48'55" R=15.00' L=23.78' N36°15'10"W 94.27'
Δ=30°42'15" R=20.00' L=10.72'
Δ=31°24'32" R=10.00' L=5.48'
N36°57'27"W 10.00'
1.5%
TYP
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
188.0190.0
2+00 2+50 2+75
PVI STA = 2+35.39
PVI ELEV = 191.28
PVI STA = 2+40.62
PVI ELEV = 191.20
PVI STA = 2+75.12
PVI ELEV = 190.33 -1.50% -2.54% -1.00%
10.0' VC
PVI STA = 2+23.65
PVI ELEV = 191.40
K = 12.94
BVC = 2+18.65
ELEV = 191.49
EVC = 2+28.65
ELEV = 191.35
LOW PT STA: 2+28.65
LOW PT ELEV: 191.35
-1.50%
-2.54%
-1.00%
10.0' VC
PVI STA = 2+23.65
PVI ELEV = 191.40
K = 12.94
BVC = 2+18.65
ELEV = 191.49
EVC = 2+28.65
ELEV = 191.35
LOW PT STA: 2+28.65
LOW PT ELEV: 191.35
-1.50%
PVI STA = 2+35.88
PVI ELEV = 190.77
PVI STA = 2+40.10
PVI ELEV = 190.71
CL_NIPOMO STA=60+72.85
CL_NIPOMO OFFSET=68.1' (L)
5.2'
PROPOSED TOP OF CURB
-1.77%
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
NIPOMO | MONTEREY | DANA
CURB RETURN PROFILES
C-3.6
0 10 feet
SCALE: 1" = 5'
5 15 1" = 5' HORIZONTAL SCALE
1" = 1' VERTICAL SCALE
NOTE:REFER TO SHEET C-4.1 FOR OVERALL
GRADING AND DRAINAGE PLAN
SEE SHEET C-3.5 FOR CONTINUATION
SEE SHEET C-3.7 FOR CONTINUATION
50'
CONTINUATION
S
^ ^ ^ ^ ^ ^ ^ ^
^
^^^
^^
^^^^^^^^^^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^^
^^^^
^^
0+90 1+00
1+91
60+00
60+00
7.5%
MAX
7.5%
MAX
BP: 0+90.00
TC = 195.67
PI: 1+80.88
TC = 193.68
MATCH EXISTING
EP: 1+90.88
TC = 193.78
PI: 1+00.00
TC = 195.20
PC: 1+03.63
TC = 195.01
MATCH EXISTING
PC: 1+31.77
TC = 193.93
PC: 1+56.07
TC = 193.80
PT: 1+20.37
TC = 194.14
PT: 1+47.49
TC = 193.85
PT: 1+75.38
TC = 193.71
PRC: 1+09.21 TC = 194.71
PRC: 1+68.95 TC = 193.74
Mid: 1+06.42 TC = 194.86
Mid: 1+14.79 TC = 194.41
Mid: 1+39.63 TC = 193.89 Mid: 1+62.51 TC = 193.77 Mid: 1+72.16 TC = 193.72
INTERSECTION DATA
STA=60+00.00 CL_MontereySTA=60+00.00 CL_Nipomo
1.5%
TYP
1.5%
TYP
1.6%
1.6%
STA 1+00.00 CR_Nipomo+Monterey (E)
N = 50019.75
E = 50053.86
STA=60+54.93 16.6± (R) CL_Monterey
N36°57'27"W 5.49'
Δ=36°53'37" R=10.00' L=6.44'
Δ=36°53'37" R=20.00' L=12.88' N36°57'27"W 8.58'
Δ=90°03'04"
R=10
.00' L=15.72'
N53°05'37"E 11.40'
Δ
=
3 1
°
58 '
1 8
"
R
=
2 0
.
0 0
'
L
=
11. 16
'
Δ=31°58'18
"
R=10.
00 '
L
=
5 .
5 8
'
S53°05'37"W 3.63'
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
ROADSIDE STORMWATER TREATMENTPER DETAIL H ON SHEET C-3.8, TYP. 190.0195.0
190.0
0+95 1+00 1+50 1+85
PVI STA = 1+00.00
PVI ELEV = 195.20
PVI STA = 1+28.06
PVI ELEV = 193.94
PVI STA = 1+33.06
PVI ELEV = 193.92
PVI STA = 1+46.34
PVI ELEV = 193.85
PVI STA = 1+51.34
PVI ELEV = 193.83
PVI STA = 1+80.88
PVI ELEV = 193.68 -5.33% -1.50% -0.50%
-0.50%
-0.50% -0.50%
10.0' VC
PVI STA = 1+21.76PVI ELEV = 194.04
K = 2.61
BVC = 1+16.76
ELEV = 194.31
EVC = 1+26.76
ELEV = 193.96
LOW PT STA: 1+26.76
LOW PT ELEV: 193.96
-5.33%
-1.50% -0.50%
-0.50%
-0.50% -0.50%
10.0' VC
PVI STA = 1+21.76PVI ELEV = 194.04
K = 2.61
BVC = 1+16.76
ELEV = 194.31
EVC = 1+26.76
ELEV = 193.96
LOW PT STA: 1+26.76
LOW PT ELEV: 193.96
PROPOSED TOP OF CURB
CL_MONTEREY STA=60+54.93
CL_MONTEREY OFFSET=16.6' (R)
CL_NIPOMO STA=59+45.89
CL_NIPOMO OFFSET=20.0' (R) (-5.2±%)
(0.9±%)
-0.50%
PVI STA = 1+28.06
PVI ELEV = 193.44
PVI STA = 1+33.06
PVI ELEV = 193.42
-0.50%
PVI STA = 1+46.34
PVI ELEV = 193.35
PVI STA = 1+51.34
PVI ELEV = 193.33
80.9'
5' 5'
SD
^ ^ ^ ^
^
^
^
^
^
^
^
^^
^
^
^
^
^
^
^
^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+90 1+00 1+67
62+00
7.5%
MAX
9%
MAX
10%
MAX
BP: 0+90.00
TC = 199.59
PI: 1+00.00
TC = 199.98
MATCH EXISTING
PC: 1+05.57
TC = 200.20
PI: 1+56.76
TC = 201.81
MATCH EXISTING
EP: 1+66.76
TC = 202.10
PT: 1+22.90
TC = 200.87
PC: 1+33.83
TC = 201.15
PT: 1+50.72
TC = 201.63 PRC: 1+11.36 TC = 200.42 PRC: 1+45.09 TC = 201.46 Mid: 1+08.46 TC = 200.31 Mid: 1+17.13 TC = 200.65 Mid: 1+39.46 TC = 201.30 Mid: 1+47.91 TC = 201.55
1.5%
TYP
1.5%
TYP
1.5%
3+00
PC: 2+32.62
TC = 199.78
PT: 2+50.19
TC = 200.54
PC: 2+92.33
TC = 202.11
PT: 3+06.59
TC = 202.68 PRC: 2+38.48 TC = 200.03 Mid: 2+35.55 TC = 199.91 PRC: 2+99.46 TC = 202.39 Mid: 2+44.33 TC = 200.29 Mid: 2+95.89 TC = 202.25 Mid: 3+03.03 TC = 202.54 SEE SHEET C-3.3 FOR CURB PROFILE
7.5%
MAX
9%
MAX
12%
MAX
1.5%
TYP
1.5%
1.5%
TYP
STA=61+63.70 16.9± (R) CL_Monterey
STA 1+00.00 CR_Monterey Bulbout (SE)
N = 50084.83
E = 50141.02
N53°10'37"E 5.57'
Δ=33°09'29" R=10.00' L=5.79'
Δ=33°04'30" R=20.00' L=11.55'
N53°05'37"E 10.93'
Δ=32°15'19" R=20.00' L=11.26'
Δ=32°15'19" R=10.00' L=5.63'
N53°05'37"E 6.04'
N53°05'37"E 14.13'
Δ=40°51'53" R=10.00' L=7.13'
Δ=40°51'53" R=10.00' L=7.13' N53°05'37"E 42.14' Δ=33°33'26" R=20.00' L=11.71' Δ=33°33'26" R=10
.00'
L=5
.86'
N53°05'37"E 44.00'
RAMP EXCEPTION
ROADSIDE STORMWATER TREATMENT
PER DETAIL H ON SHEET C-3.8, TYP.
195.0200.0
195.0
200.0
0+95 1+00 1+50 1+60
3.90%
3.90%
1.50% 2.37%
2.97%
PROPOSED TOP OF CURB
CL_MONTEREY STA=61+63.70
CL_MONTEREY OFFSET=16.9' (R)
CL_MONTEREY STA=62+18.64
CL_MONTEREY OFFSET=16.6' (R)
(3.9±%)
(2.9±%)
PVI STA = 1+00.00
PVI ELEV = 199.98
PVI STA = 1+19.73
PVI ELEV = 200.75
PVI STA = 1+26.28
PVI ELEV = 201.01
PVI STA = 1+30.45
PVI ELEV = 201.07
PVI STA = 1+37.00
PVI ELEV = 201.22
PVI STA = 1+56.76
PVI ELEV = 201.81
10.00%
-3.73% 1.50%
PVI STA = 1+19.73
PVI ELEV = 200.75
PVI STA = 1+26.28
PVI ELEV = 200.51
PVI STA = 1+30.45
PVI ELEV = 200.57
PVI STA = 1+37.00
PVI ELEV = 201.22
10.00%
-3.73% 1.50%
56.8'
17.3'
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
0 10 feet
SCALE: 1" = 5'
5 15
NIPOMO | MONTEREY (E)
1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE
MONTEREY BULBOUT (SE)
CURB RETURN PROFILES
C-3.7
0 10 feet
SCALE: 1" = 5'
5 15 1" = 5' HORIZONTAL SCALE
1" = 1' VERTICAL SCALE
NOTE:
REFER TO SHEET C-4.1 FOR OVERALL
GRADING AND DRAINAGE PLAN
SEE SHEET C-3.6 FOR CONTINUATION
SEE SHEET C-3.5 FOR CONTINUATION
SCALE: 1" = 10'
TYPICAL SECTION A-A: PALM STREET A
(1.5%±) (2.0%±) 2.0% 1.5%±
SCALE: 1" = 10'
TYPICAL SECTION B-B: NIPOMO STREET (N) B
1.5%± 2.0% (2.0%±) (1.5%±)
SCALE: 1" = 10'
TYPICAL SECTION C-C: NIPOMO STREET (S) C
1.5%± 2.0% 2.0% 1.5%±
SCALE: 1" = 10'
TYPICAL SECTION D-D: MONTEREY STREET D
1.5%± 2.0% (2.0%±) (1.5%±)
SCALE: 1" = 10'
TYPICAL SECTION E-E: MONTEREY STREET E
1.5%± 2.0% (2.0%±) (1.5%±)
SCALE: 1" = 10'
TYPICAL SECTION F-F: MONTEREY STREET F
1.5%± 2.0% 1.5%± 2.0%
cL
ROW
SIDEWALK WITH INTEGRAL 6" CURB AND 18" GUTTER PER CITYSTANDARD 4110. PROVIDE 12" OF CLASS 2 OR 2R AGGREGATE BASE. SIDEWALK WIDTH PER PLAN; PROVIDE ROOT BARRIER
WHERE SIDEWALK ABUTS LANDSCAPING. DOWEL CURB AND
SIDEWALK INTO ADJACENT PCC PER CITY STD 6020.
BACKFILL UTILITY TRENCHES PER CITY STANDARD 6020;
SEE PLAN FOR UTILITY TRENCH LOCATIONS.
NOTE:
CONTRACTOR SHALL FIELD VERIFY AC PAVEMENT
PATCHBACK CROSS SLOPES MEET 1.0% MIN. AND 5.0% MAX.
(PER CITY UNIFORM DESIGN CRITERIA SECTION 3.1.6)
PRIOR TO INSTALLATION OF CURB, GUTTER, AND SIDEWALK
ROW 60'
ROW-TO-ROW
12'
TRAVEL LANE
18'
SIDEWALK
12'
EX TRAVEL LANE
10'±
EX SIDEWALK
8'±
EX PARKING
cL
ROW
SIDEWALK WITH INTEGRAL 6" CURB AND 18" GUTTER PER CITY
STANDARD 4110. PROVIDE 12" OF CLASS 2 OR 2R AGGREGATE
BASE. SIDEWALK WIDTH PER PLAN; PROVIDE ROOT BARRIER
WHERE SIDEWALK ABUTS LANDSCAPING. DOWEL CURB AND
SIDEWALK INTO ADJACENT PCC PER CITY STD 6020.
BACKFILL UTILITY TRENCHES PER CITY STANDARD 6020;
SEE PLAN FOR UTILITY TRENCH LOCATIONS.
NOTE:
CONTRACTOR SHALL FIELD VERIFY AC PAVEMENT
PATCHBACK CROSS SLOPES MEET 1.0% MIN. AND 5.0% MAX.
(PER CITY UNIFORM DESIGN CRITERIA SECTION 3.1.6)
PRIOR TO INSTALLATION OF CURB, GUTTER, AND SIDEWALK
ROW 60'
ROW-TO-ROW
12'
TRAVEL LANE
18'
SIDEWALK
12.3'
EX TRAVEL LANE
6.6'± EX
SIDEWALK
8'±
EX PARKING
3.1'
cL
ROW
SIDEWALK WITH INTEGRAL 6" CURB AND 18" GUTTER PER CITY
STANDARD 4110. PROVIDE 12" OF CLASS 2 OR 2R AGGREGATE
BASE. SIDEWALK WIDTH PER PLAN; PROVIDE ROOT BARRIER
WHERE SIDEWALK ABUTS LANDSCAPING. DOWEL CURB AND
SIDEWALK INTO ADJACENT PCC PER CITY STD 6020.
BACKFILL UTILITY TRENCHES PER CITY STANDARD 6020;
SEE PLAN FOR UTILITY TRENCH LOCATIONS.
NOTE:
CONTRACTOR SHALL FIELD VERIFY AC PAVEMENT
PATCHBACK CROSS SLOPES MEET 1.0% MIN. AND 5.0% MAX.
(PER CITY UNIFORM DESIGN CRITERIA SECTION 3.1.6)
PRIOR TO INSTALLATION OF CURB, GUTTER, AND SIDEWALK
ROW
60'
ROW-TO-ROW
12'
TRAVEL LANE
18'
SIDEWALK
15'
TRAVEL LANE
1.5'
3'
STORMWATER TREATMENT AREA
OR LANDSCAPE WHERE SHOWN
PER PLAN. SEE DETAIL H ON THIS
SHEET FOR STORMWATERTREATMENT FACILITY DETAIL.
10.5'
SIDEWALK
cL
ROW
SIDEWALK WITH INTEGRAL 6" CURB AND 18" GUTTER PER CITY
STANDARD 4110. PROVIDE 12" OF CLASS 2 OR 2R AGGREGATE
BASE. SIDEWALK WIDTH PER PLAN; PROVIDE ROOT BARRIER
WHERE SIDEWALK ABUTS LANDSCAPING. DOWEL CURB AND
SIDEWALK INTO ADJACENT PCC PER CITY STD 6020.
BACKFILL UTILITY TRENCHES PER CITY STANDARD 6020;
SEE PLAN FOR UTILITY TRENCH LOCATIONS.
NOTE:
CONTRACTOR SHALL FIELD VERIFY AC PAVEMENT
PATCHBACK CROSS SLOPES MEET 1.0% MIN. AND 5.0% MAX.
(PER CITY UNIFORM DESIGN CRITERIA SECTION 3.1.6)
PRIOR TO INSTALLATION OF CURB, GUTTER, AND SIDEWALK
ROW 50'
ROW-TO-ROW
12'
TRAVEL LANE
7'
SIDEWALK
9.7'
EX TRAVEL LANE
8.3'± EX
SIDEWALK
7'± EX
PARKING
cL
ROW
SIDEWALK WITH INTEGRAL 6" CURB AND 18" GUTTER PER CITY
STANDARD 4110. PROVIDE 12" OF CLASS 2 OR 2R AGGREGATE
BASE. SIDEWALK WIDTH PER PLAN; PROVIDE ROOT BARRIER
WHERE SIDEWALK ABUTS LANDSCAPING. DOWEL CURB AND
SIDEWALK INTO ADJACENT PCC PER CITY STD 6020.
BACKFILL UTILITY TRENCHES PER CITY STANDARD 6020;
SEE PLAN FOR UTILITY TRENCH LOCATIONS.
NOTE:
CONTRACTOR SHALL FIELD VERIFY AC PAVEMENT
PATCHBACK CROSS SLOPES MEET 1.0% MIN. AND 5.0% MAX.
(PER CITY UNIFORM DESIGN CRITERIA SECTION 3.1.6)
PRIOR TO INSTALLATION OF CURB, GUTTER, AND SIDEWALK
ROW 50'
ROW-TO-ROW
9'
TRAVEL LANE
8'
SIDEWALK
9.7'
EX TRAVEL LANE
8.3'± EX
SIDEWALK
7'± EX
PARKING
8'
PARKING
cL
ROW
SIDEWALK WITH INTEGRAL 6" CURB AND 18" GUTTER PER CITY
STANDARD 4110. PROVIDE 12" OF CLASS 2 OR 2R AGGREGATE
BASE. SIDEWALK WIDTH PER PLAN; PROVIDE ROOT BARRIER
WHERE SIDEWALK ABUTS LANDSCAPING. DOWEL CURB AND
SIDEWALK INTO ADJACENT PCC PER CITY STD 6020.
BACKFILL UTILITY TRENCHES PER CITY STANDARD 6020;
SEE PLAN FOR UTILITY TRENCH LOCATIONS.
NOTE:
CONTRACTOR SHALL FIELD VERIFY AC PAVEMENT
PATCHBACK CROSS SLOPES MEET 1.0% MIN. AND 5.0% MAX.
(PER CITY UNIFORM DESIGN CRITERIA SECTION 3.1.6)
PRIOR TO INSTALLATION OF CURB, GUTTER, AND SIDEWALK
ROW 50'
ROW-TO-ROW
12'
TRAVEL LANE
13'
SIDEWALK
12'
TRAVEL LANE
13'
SIDEWALK
EXISTING STREET SECTION.
2" AC OVER 9" PCC.
PROPOSED STREET SECTION. 2" AC OVER
EXISTING 9" PCC. SEE DETAIL G ON THIS
SHEET FOR CONFORMING TO EXISTING
STREET SECTION. TI IN THIS AREA IS 8.5.
EXISTING STREET SECTION.
2" AC OVER 9" PCC.
EXISTING STREET SECTION.
2" AC OVER 9" PCC.
EXISTING STREET SECTION.
2" AC OVER 9" PCC.
PAVERS PERLANDSCAPE DETAIL
PROPOSED STREET SECTION. 2" AC OVEREXISTING 9" PCC. SEE DETAIL G ON THIS SHEET FOR CONFORMING TO EXISTINGSTREET SECTION. TI IN THIS AREA IS 8.5.
PROPOSED STREET SECTION. 2" AC OVEREXISTING 9" PCC. SEE DETAIL G ON THIS SHEET FOR CONFORMING TO EXISTINGSTREET SECTION. TI IN THIS AREA IS 8.5.
PROPOSED STREET SECTION. 2" AC OVEREXISTING 9" PCC. SEE DETAIL G ON THIS SHEET FOR CONFORMING TO EXISTINGSTREET SECTION. TI IN THIS AREA IS 8.5.
4.5'
LANDSCAPE 1.5'
PAVERS PER LANDSCAPEDETAIL
SAWCUT
2.13' 1'
HMA
CLASS 2 AB
REMOVE PCC TO FORM
CURB & GUTTER, REPLACE
AFTER CURB & GUTTER POUR.
REPLACE PCC & DOWEL
INTO EXISTING PCC PER
CITY STANDARD PLAN 6020.
EXISTING PCC
6" MIN
GRIND PCC
AS NEEDED
SCALE: NTS
SUBBASE CONFORM DETAIL G
DENOTES REMOVALDENOTES GRINDING
12" UNO
STRUCTURAL CUTOFF WALL
WITH MOISTURE BARRIER.
REFER TO STRUCTURALDETAIL 12 ON SHEET S-201.
PROPOSED 18" GUTTER
FG PER PLAN
SEE LANDSCAPE PLANS FOR
PLANTING INFORMATION
CLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS
3' UNO 2' UNO
PROPOSED AC PAVING
1'
SCALE: NTS
TYPICAL STORMWATER TREATMENT FACILITY H
LIMITS OF GRIND AND OVERLAY
PROPOSED 4" CURB ADJACENT
TO STORMWATER FACILITY
PROVIDE RED CURB
ADJACENT TO STORMWATERTREATMENT AREAS.
1' MISSION STYLE TILE
STANDARD 6" CURB
STRUCTURAL CUTOFF WALL
FUNCTIONS AS 6" CURB ATINTERFACE BETWEEN WALL
AND GUTTER.
STRUCTURAL CUTOFF WALL.
SEE CASE A AND CASE
B, THIS SHEET
CASE A
CASE B
CURB CUTS WHERE SHOWN
PER PLAN. REFER TO DETAIL
2 ON SHEET C-4.1.
CURB CUTS WHERE SHOWN
PER PLAN. REFER TO DETAIL
2 ON SHEET C-4.1.
NOTE:
REFER TO STRUCTURAL SHEET S-201 FOR ALL TYPICAL DETAILS
ASSOCIATED WITH THE PROPOSED STORMWATER
TREATMENT FACILITIES AND WALLS. THESE DETAILS APPLY
THROUGHOUT THESE STRUCTURAL ELEMENTS (TYP).
BIORETENTION SOIL MEDIA BSM) PURSUANT TOBAY AREA STORMWATER MANAGEMENT AGENCIES
ASSOCIATION (BASMAA) SPECIFICATION OF SOILS FOR
BIOTREATMENT OR BIORETENTION FACILITIES AND CITY
OF SAN LUIS OBISPO UNIFORM DESIGN CRITERIA, SECTION 5.1.4.C
INSTALL NON-WOVEN GEOTEXTILEFILTER FABRIC, MIRAFI N-SERIES OR APPROVED EQUAL.
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
TYPICAL SECTIONS
C-3.8
X
X
X
X X X X X X X
S
S
OH
OH
OH
OH
OH OH
OH OH OH OH OH OH
OH
OH OH
OH OH OH
T
T
T
N53°05'37"E 214.61'
N36°28'15"W 279.70'
N53°36'43"E 213.48'
N36°15'10"W 281.64'
SD SD
SD
SD
SD
^
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^^^
^
^^
^ ^
^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^ ^
^ ^ ^ ^
^
^
^
^
^
^ ^ ^
^
^
^
^
^
^
^^^
^
^^
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
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^
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^
^^^
^
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^^
^
APN: 002-411-002 MISSION COLLEGE PREPARATORY HIGH SCHOOL (NOT A PART) APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
APN: 002-412-013
HAYS-LATIMER ADOBE
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-412-005
APARTMENTS
(NOT A PART)
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
APPROXIMATE BUILDING
ENVELOPE SHOWN FOR
REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPES SHOWNFOR REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPE SHOWN FOR
REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPES SHOWNFOR REFERENCE ONLY
MAINTAIN TREE
PROTECTION FENCING
MAINTAIN TREE
PROTECTION FENCING
PROTECT EXISTING BLOCK WALL TO
LIMITS OF TEMPORARY SHORING
PARKING
STRUCTURE LIMITS
PARKING STRUCTURE LIMITS
EXISTING OAK TO REMAIN;
PROTECT IN PLACE
3:1
MAX.
2.0%
CASE A
SEE SHEET C-3.4B
EXISTING TREES TO REMAIN;PROTECT IN PLACE
1 CASE C SEE
SHEET C-3.4A 1
CASE A
SEE SHEET C-3.4A
1 CASE A
SEE SHEET C-3.5 1
CASE C
SEE SHEET C-3.5 1
CASE F
SEE SHEET C-3.6
1 CASE A
SEE SHEET C-3.6 1
CASE F
SEE SHEET C-3.7 1
CASE F
SEE SHEET C-3.5 1
CASE A
SEE SHEET C-3.7
1 CASE A
SEE SHEET C-3.7 1
MONTEREY DRIVEWAY
GRADING DETAIL SEE
SHEET C-4.2
NIPOMO MOUNTABLE CURB AND
TEMPORARY PATH GRADING
DETAIL SEE SHEET C-4.2
NIPOMO DRIVEWAY
GRADING DETAIL
SEE SHEET C-4.2
PALM DRIVEWAY GRADING
DETAIL SEE SHEET C-4.2
190.5±
FS MATCH
EXISTING
187.3±
TC MATCH
EXISTING
187.4±
FS MATCH
EXISTING
201.67 FG
MATCH PARKING
STRUCTURE EDGE
190.16 FG
MATCH PARKING
STRUCTURE EDGE
FEMA FLOOD PLAIN LIMITS
TEMPORARY 5-FT WIDE DECOMPOSED GRANITE (DG)
PATH FROM PARKING STRUCTURE TO BACK OF SIDEWALK.
REFER TO LANDSCAPE PLAN DETAIL J ON SHEET LP-5.1
5'
32.3'
8.6'
50.3'
5'
MATCH
EXISTING
BSW
MATCH
EXISTINGBSW
192.0 FL
TEMPORARY SWALE
AT 2% MIN
TRANSFORMER AND SWITCH PER DRY UTILITY PLANSAND PG&E HANDOUT PACKAGE. REFER TO LANDSCAPE PLANS FOR FENCING AND GATES.
22.5'
FEMA BFE = 188'± AT
LOWER GARAGE CORNER
187.5±
TC MATCH
EXISTING
SEE SHEET C-3.5
FOR GRADING
2 TYP.
2 TYP.
2 TYP.
2 TYP.
5'
5'
SEE SHEET D-1.0 FOR
RETAINING WALL PROFILE
CASE A
SEE SHEET C-3.5 1
NOTES
1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS, AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS, AND KNOWLEDGE OF THE SITE BY THE CITY. IT IS THE
RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALL DISCREPANCIESIMMEDIATELY TO THE ENGINEER OF RECORD AND THE CITY FOR THEIR REVIEWPRIOR TO CONSTRUCTION OF IMPROVEMENTS.
2. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.
3. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.
4. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.
5. REFER TO IMPROVEMENT PLANS BY EDP FOR CIVIL SITE IMPROVEMENTS FOR SLO REPERTORY THEATRE.
6. APPROXIMATE OVEREXCAVATION AND RECOMPACTION LIMITS OF FUTURE PARKING STRUCTURE ARE SHOWN 5' FROM BUILDING FOUNDATIONS, NOT TO CROSS ANY PROPERTY LINES.
7. PER GEOTECHNICAL REPORT, FLATWORK AND SLABS SHALL BE SUPPORTED ON AT LEAST 18 INCHES OF NONEXPANSIVE IMPORTED SOILS.
8. PER GEOTECHNICAL REPORT, EXISTING FILL MATERIAL ENCOUNTERED DURING
EXCAVATION SHALL BE REMOVED AND REPLACED WITH PROPERLY MOISTURE CONDITIONED AND COMPACTED SOIL.
LEGEND
EXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING PROPERTY LINEEXISTING CENTERLINEPROPOSED TREE PROTECTION FENCINGPROPOSED FLOWLINEEASEMENT LINE
SLOPE DIRECTION AND GRADE
GRADE BREAK
EXISTING WATER LINEEXISTING SEWER LINEEXISTING OVERHEAD LINESPROPOSED PERMANENT SHORING BY OTHERSPROPOSED TEMPORARY SHORING BY OTHERSPARKING STRUCTURE OUTLINE
APPROXIMATE OVEREXCAVATION AND RECOMPACTION
LIMITS OF PARKING STRUCTURE
X X
315
315
OH
W
>2.0%
MAX
SS
IMPROVEMENT NOTES
CONSTRUCT CURB RAMP PER CITY STD. 4440; CALTRANS RAMP CASE PER PLAN.CURB CUT PER DETAIL 2 THIS SHEET. 12 0 40 feet
SCALE: 1" = 20'
20 60
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
FINE GRADING PLAN
C-4.1
SEE ARCHITECTURAL AND STRUCTURAL
PLANS FOR PARKING STRUCTURE,
DESIGN, ELEVATIONS AND DETAILS
SEE SHEET C-3.3 FOR FRONTAGE IMPROVEMENTS
SEE SHEET C-3.2 FOR FRONTAGE IMPROVEMENTS
SEE SHEET C-3.1 FOR FRONTAGE IMPROVEMENTS
NOTES:
1. FOR CURB RAMPS AND CURB RETURN
PROFILES, SEE SHEETS C-3.4 - C-3.7.
2. CONTRACTOR SHALL REFER TO
PROJECT SPECIFICATIONS FOR SOIL
REMEDIATION REQUIREMENTS.
2
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
62+00
STA. 61+83.51
12.0' R
190.62 TC
190.12 FL
STA. 62+14.01
12.0' R191.29 TC190.79 FL
STA. 61+86.51
12.0' R
190.26 LIP
190.18 FL STA. 62+11.01
12.0' R190.78 LIP190.72 FL
STA. 61+86.51
19.0' R190.79 FS
STA. 61+86.51
30.0' R
191.45 TC190.95 FS
STA. 62+11.01
30.0' R
191.99 TC
191.49 FS
STA. 62+11.01
19.0' R
191.33 FS
STA. 62+36.29
30.0' R
192.17 FS
STA. 61+86.51
25.0' R
191.38 TC
190.88 FS
STA. 62+11.01
25.0' R
191.92 TC191.42 FS
REFER TO LANDSCAPE PLANS REFER TO LANDSCAPE PLANS
STA. 62+29.37
12.0' R
191.75 TC
191.25 FL
STA. 62+31.54
12.0' R191.82 TC191.32 FL
24.5'
7' 6' 5' STA. 62+17.01 25.0' R 192.05 TC 191.55 FS STA. 62+17.01 30.0' R 192.13 TC 191.63 FS
STA. 61+80.51
25.0' R
191.25 TC
190.75 FS
STA. 61+80.51
30.0' R
191.32 TC
190.82 FS
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
STA. 61+84.38
12.0' R190.55 TC190.05 FL
STA. 61+54.88
12.0' R191.11 TC190.61 FL
STA. 61+81.38
12.0' R190.15 LIP190.10 FL
STA. 61+57.88
12.0' R
190.62 LIP
190.55 FL
STA. 61+81.38
22.0' R
190.76 FS
STA. 61+57.88
22.0' R
191.20 FS
STA. 61+57.88
30.0' R
191.32 FS
STA. 61+81.38
30.0' R
190.88 FS
10' 8'
NOTES
1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS, AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS, AND KNOWLEDGE OF THE SITE BY THE CITY. IT IS THE
RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALL DISCREPANCIESIMMEDIATELY TO THE ENGINEER OF RECORD AND THE CITY FOR THEIR REVIEWPRIOR TO CONSTRUCTION OF IMPROVEMENTS.
2. NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.
3. REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENT FINISHING.
4. THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.
5. REFER TO IMPROVEMENT PLANS BY EDP FOR CIVIL SITE IMPROVEMENTS FOR SLO REPERTORY THEATRE.
6. APPROXIMATE OVEREXCAVATION AND RECOMPACTION LIMITS OF FUTURE PARKING STRUCTURE ARE SHOWN 5' FROM BUILDING FOUNDATIONS, NOT TO CROSS ANY PROPERTY LINES.
7. PER GEOTECHNICAL REPORT, FLATWORK AND SLABS SHALL BE SUPPORTED ON AT LEAST 18 INCHES OF NONEXPANSIVE IMPORTED SOILS.
8. PER GEOTECHNICAL REPORT, EXISTING FILL MATERIAL ENCOUNTERED DURING
EXCAVATION SHALL BE REMOVED AND REPLACED WITH PROPERLY MOISTURE CONDITIONED AND COMPACTED SOIL.
LEGEND
EXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING PROPERTY LINEEXISTING CENTERLINEPROPOSED TREE PROTECTION FENCINGPROPOSED FLOWLINEEASEMENT LINE
SLOPE DIRECTION AND GRADE
GRADE BREAK
EXISTING WATER LINEEXISTING SEWER LINEEXISTING OVERHEAD LINESPROPOSED PERMANENT SHORING BY OTHERSPROPOSED TEMPORARY SHORING BY OTHERSPARKING STRUCTURE OUTLINE
APPROXIMATE OVEREXCAVATION AND RECOMPACTION
LIMITS OF PARKING STRUCTURE
X X
315
315
OH
W
>2.0%
MAX
SS
IMPROVEMENT NOTES
1 CONSTRUCT CURB RAMP PER CITY STD. 4440; CALTRANS RAMP CASE PER PLAN.
SD
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
STA. 60+90.54
18.0' L196.87 FS
61+00
STA. 60+90.54
12.0' L196.43 LIP196.28 FL
STA. 60+93.54
12.0' L196.91 TC196.41 FL
STA. 60+73.24
12.0' L
195.65 LIP
195.53 FL
STA. 60+70.24
12.0' L
195.90 TC
195.40 FL
STA. 60+73.24
18.0' L196.12 FS
STA. 60+73.24
25.0' L
196.23 FS
STA. 60+90.54
25.0' L
196.98 FS
7' 6'
17.3'
TT
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
STA. 61+21.21
12.0' R
191.48 TC
190.98 FL
STA. 61+38.38
12.0' R
191.32 TC
190.82 FL
STA. 61+27.71
12.0' R
190.92 TC/FL
STA. 61+31.88
12.0' R
190.88 TC/FL
STA. 61+31.88
19.0' R
191.49 FS
STA. 61+27.71
19.0' R191.53 FS
CASE A CURB RAMP PERCALTRANS STANDARD
DETAIL A88A
STA. 61+15.58
14.0' R191.56 TC/FS
STA. 60+99.58
14.0' R
191.70 TC/FS
16'
MOUNTABLE CURB PER DETAIL 3, THIS SHEET
190.16 FG
MATCH PARKING
STRUCTURE EDGE
TEMPORARY 5-FT WIDE DECOMPOSED
GRANITE (DG) PATH FROM PARKING
STRUCTURE TO BACK OF SIDEWALK.
REFER TO LANDSCAPE PLAN DETAIL J
ON SHEET LP-5.1
MATCH BACK OF SIDEWALK (BSW)
STA. 61+15.58
12.0' R191.53 TC191.03 FL
STA. 60+99.58
12.0' R
191.66 TC
191.16 FL
2'
190.6
FG
190.6
FG
30.92'
R12'
4%
4%
1"
25.5"
12"
6" MIN. COMPACTED
(95% OR GREATER)
CLASS 2R AGGREGATE BASE
18"
6"
18" GUTTER PER CITY OF SAN LUIS
OBISPO STANDARD DETAIL 4030
25.5" MOUNTABLE CURB,
REINFORCEMENT AND CONCRETE
MIX PER CITY OF SAN LUIS OBISPO
STANDARD DETAIL 4020
0 10 feet
SCALE: 1" = 5'
5 15
0 10 feet
SCALE: 1" = 5'
5 15
PALM STREET DRIVEWAY
NIPOMO STREET DRIVEWAY
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
GRADING DETAILS
C-4.2
MONTEREY STREET DRIVEWAY
0 10 feet
SCALE: 1" = 5'
5 15
0 10 feet
SCALE: 1" = 5'
NIPOMO STREET CURB RETURN 5 15
AND TEMPORARY PATH
FORM GUTTER AROUND
MANHOLE LID
NOTE:
CONSTRUCT DRIVEWAY PER CITY STD. 2110.
NOTE:
CONSTRUCT DRIVEWAY PER CITY STD. 2110.
NOTE:
CONSTRUCT DRIVEWAY PER CITY STD. 2110.
3
S
S
OH
OH
OH
OH
OH OH
OH OH OH OH OH
OH
OH OH
OH OH
SD SD
SD
SD
SD
^
^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^^
^ ^ ^ ^ ^ ^ ^ ^ ^
^^^
^
^^
^ ^
^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^ ^
^ ^ ^ ^
^
^
^
^
^
^ ^ ^
^
^
^
^
^
^^^^
^
^^
^ ^ ^ ^ ^ ^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^^
^^
^
^
^
^
^
^
^
^
^
^^
^
APN: 002-411-002 MISSION COLLEGE PREPARATORY HIGH SCHOOL (NOT A PART) APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
APN: 002-412-013
HAYS-LATIMER ADOBE
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-412-005
APARTMENTS
(NOT A PART)
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
N36°15'10"W 281.64'
N53°05'37"E 214.61'
N36°28'51"W 279.70'
N53°36'43"E 213.48'
APPROXIMATE BUILDING
ENVELOPE SHOWN FOR
REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPE SHOWN FORREFERENCE ONLY
61+00 62+00 63+00
60+00 61+00 62+00 63+00 64+00 61+00 62+00 63+00
STA. 64+10.19
26.26' L
SAW
STA. 63+44.30
26.77' L
SAW
STA. 63+92.62
15.19' R
SAW
STA. 60+37.68
30.00' L
SAW
STA. 62+59.71SAW
STA. 62+59.71
30.00' R
SAW
STA. 62+43.41
30.00' R
PL
STA. 62+34.45
30.72' R
BLDG
STA. 60+65.63
32.00' R
BLDG
STA. 60+48.09
46.75' R
BLDG
STA. 60+29.93
30.00' R
PL
STA. 61+45.64
27.17' L
SAW
STA. 61+22.69
27.17' L
SAW
STA. 61+22.69
48.71' L
SAW
STA. 60+63.57
68.08' L
SAW
STA. 59+45.92
30.00' L
SAW
STA. 59+45.89
30.00' R
SAW
STA. 59+74.97
30.00' R
SAW
STA. 60+54.93
25.00' R
SAW
STA. 61+63.70
24.92' R
SAW
STA. 62+18.64
24.93' R
SAW
STA. 62+44.90
25.00' L
PL
STA. 60+25.34
30.00' R
PL
STA. 61+25.32
44.81' R
BLDG
STA. 62+08.03
124.57' L
BLDG
STA. 62+07.88
107.87' L
BLDG
STA. 62+34.94
110.19' L
BLDG
STA. 62+44.90SAW STA. 62+18.64 SAW STA. 61+63.70 SAW
STA. 60+54.93SAW
STA. 59+45.89
CL
STA: 63+36.91 (NIPOMO STREET)
STA: 60+00.00 (PALM STREET)
STA: 60+00.00 (MONTEREY STREET)
STA: 60+00.00 (NIPOMO STREET)
STA. 61+45.64
SAW
STA. 63+44.30
SAW
STA. 60+37.68SAW
N53°36'43"E 661.42'
N36°15'10"W 336.91'
N53°05'37"E 472.14'
N53°44'50"E 128.67'
STA. 60+81.89
DWY CL
STA. 60+11.61
DWY CL
STA. 61+98.76
DWY CL
23.5'
17.3'
24.5'
STA. 61+69.01
20.98' L
BM
STA. 64+42.45
14.67' R
SAW
STA. 64+10.16
16.05' L
SAW
STA. 60+76.48
68.08' L
SAW
STA. 60+76.75
48.71' L
SAW
STA. 61+09.57
62.26' L
SAW
STA. 61+09.58
72.27' L
SAW
STA. 61+22.50
72.37' L
SAW
STA. 61+22.58
62.37' L
SAW
STA. 63+92.62
9.40' L
SAW
ABBREVIATIONS
BM BENCHMARK
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
BLDG BUILDING CORNER
CB CATCH BASIN
MH MANHOLE
CONC EDGE OF CONCRETE
EP EDGE OF PAVEMENT
BSW BACK OF SIDEWALK
FL FLOWLINE
SAW SAWCUT ANGLE POINT
RW RETAINING WALL
TC TOP OF CURB
CL CENTER LINE
0 40 feet
SCALE: 1" = 20'
20 60
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
HORIZONTAL CONTROL PLAN
C-5.0
BM
SS SS SS SS SS SS SS
SS SS
SS SS SS SS SS SS SS SS SS
SS
SS SS SS SS SS SS SS
SS SS SS SS SS SS SS
S
S
OH
OH
OH
OH
W
W
W
W
W
W
W
W
W
W
W
W W W
W W W W W W
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G
G G G G G G G G
W W W W W W W
OH OH
OH OH OH OH OH
OH
OH OH
OH OH
SSMH
RIM = 188.15'
INV = 178.1'
SSMH
RIM = 188.13'INV = 179.4'
SSMH
RIM = 190.66'
INV = 182.8'
SSMH
RIM = 193.14'
INV = 178.5'
SDMH
RIM = 193.75'
INV = 186.6'
SSMH
RIM = 202.15'
INV = 191.44'
SSMH
RIM = 192.0'
SS
SS
SD SD SD SD
SD
SD
IRR
G G G G G G
SD SD
SD
SD
SD
W
FW
W
FW
SS
SD
SD
SD
SD
SS
W
SS
W
W
W
W
W
W
W
G G
G
G
G
SD
APN: 002-411-002 MISSION COLLEGE PREPARATORY HIGH SCHOOL (NOT A PART) APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
APN: 002-412-013
HAYS-LATIMER ADOBE
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-412-005
APARTMENTS
(NOT A PART)
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
N36°15'10"W 281.64'
N53°05'37"E 214.61'
N36°28'51"W 279.70'
N53°36'43"E 213.48'
APPROXIMATE BUILDING
ENVELOPE SHOWN FOR
REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPE SHOWN FORREFERENCE ONLY
EXISTING TREES TO REMAIN;PROTECT IN PLACE
EXISTING OAK TO REMAIN;PROTECT IN PLACE
CATCH BASIN 04
12"x12" CB191.50 TG188.25 INV CONNECT TO 10" PARKING
STRUCTURE SD LINE
197.23 INV
INSTALL 10" TO 12" ADAPTER
SEE PLUMBING PLANS FOR
CONTINUATION
12" HDPE SD AT 22.5%
ADS-N12 OR APPROVED EQUAL
PROPOSED PAD MOUNTED TRANSFORMER, SWITCH ANDPG&E INFRASTRUCTURE SHOWN FOR REFERENCE ONLY.REFER TO PG&E HANDOUT PACKAGE AND DRY UTILITYPLAN SHEETS PREPARED BY OTTO ELECTRICAL. (EXISTING SDDI)
4" SDR35 PVC
SEWER AT 2% MIN
4" SDR35 PVC
SEWER AT 2% MIN
1"
8"
1"
4"
1"
191.05 RIM
183.11 INV
INSTALL 4" BACKWATER VALVE WITH RISER SLEEVE
(FERGUSON PROFLO OR APPROVED EQUAL)
AND TRAFFIC VALVE WELL / UTILITY COVER
IMPRINTED WITH 'SEWER' PER CITY STD 6040.SEE PLUMBING PLANS FOR CONTINUATION. 181.76 INV
STUB FOR FUTURE
LINER BUILDING
4" SDR PVC SEWER LATERAL
190.25 INV
FOR FUTURE SLO
REPERTORY THEATRE
6" HDPE SD AT 1.24%
ADS-N12 ORAPPROVED EQUAL
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
CITY FIBER CONNECTION.
REFER TO ELECTRICAL PLANS.
EXISTING FIRE HYDRANT
1" DOMESTIC METER1" SERVICE1" DCW RPBFP (BY OTHERS)
SEE SHEET MP2.1
8" FIREWATER LINE8" BP DDCV (BY OTHERS)
PER SHEET FP2.1
REFER TO LANDSCAPE PLANS FOR IRRIGATION METER SIZE,LINE SIZE AND LANDSCAPE CONTINUATION.
HIGH LINE WATER CONNECTED TO BE ADDED TO
SERVICE REIS FAMILY MORTUARY DURING WATERLINE
CONSTRUCTION. CONTRACTOR TO VERIFY POC AND
PHASE THE WORK IN CONJUNCTION WITH FRONTAGEIMPROVEMENTS. CONTRACTOR TO SUBMIT TEMPORARY HIGH LINE APPLICATION TO THE CITY OFSAN LUIS OBISPO FOR ENGINEER APPROVAL.
INSTALL 12" C900 PVC WATERLINE, 3' DEPTH MINIMUM, WITH
FULLY RESTRAINED JOINTS AND FITTINGS PER SPECIFICATION
77-2.02B(2) AND CITY STANDARD DETAIL 6020 CASE 2. FOR
RESTRAINED JOINTS FOR STRAIGHT RUN OF PIPE INSTALL
EBAA IRON SERIES 2500, OR APPROVED EQUAL. REMOVE
EXISTING WATERLINE WHERE CONFLICTS EXISTING WITH
INSTALLATION OF NEW WATER MAIN.
INSTALL (2) 22.5° EBAA IRON MEGA LUG FULLY
RESTRAINED JOINTS OR APPROVED EQUAL PER
CITY OF SAN LUIS OBISPO STANDARD DETAIL 6320.
INSTALL NEW TEE, VALVES, AND THRUST BLOCKS
PER STD 6320. CONNECT TO EXISTING WATER MAIN
WITH RESTRAINED COUPLINGS PER STD 6330.
CONNECT EXISTING WATER SERVICE TO
NEW 12" C900 PVC WATERLINE PER CITY OF
SAN LUIS OBISPO STANDARD DETAIL 6210.
INSTALL NEW TEE, VALVES, AND THRUST BLOCKS
PER STD 6320. CONNECT TO EXISTING WATER MAIN
WITH RESTRAINED COUPLINGS PER STD 6330.
INSTALL NEW TEE, VALVES, AND THRUST BLOCKS
PER STD 6320. CONNECT TO EXISTING WATER MAIN
WITH RESTRAINED COUPLINGS PER STD 6330.
PROVIDE 45° FITTINGS TOROUTE GAS LINE THROUGHPROPOSED JOINT TRENCH.
PROVIDE 45° FITTINGS TO
ROUTE GAS LINE THROUGH
PROPOSED JOINT TRENCH.
PROPOSED OVERHEAD UTILITYPOLE, REFER TO DRY UTILITY PLANS.
ROUTE GAS LINE THROUGH TRENCH
PER CITY OF SAN LUIS OBISPO
STANDARD DETAIL 6020 WITH 12"
MINIMUM HORIZONTAL SEPARATION.
SEE SHEET D-1.0 FOR
RETAINING WALL PROFILE
ON-SITE SUBSURFACE STORMWATER CHAMBERS
AND STORM DRAIN INFRASTRUCTURE SHOWN FOR
REFERENCE ONLY. REFER TO SHEETS D-2.0, D-3.0,
D-3.1 AND D-3.2 FOR DESIGN BY EDP AND
PLUMBING PLANS DESIGNED BY LIST ENGINEERING.
NOTES
1. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITYDATA. REFER TO "UTILITY NOTES" ON SHEET C-1.2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
2. UTILITIES ARE SHOWN ON THIS SHEET AS AN OVERALL REFERENCE. REFER TO PLAN AND PROFILE SHEETS (C-3 SERIES) FOR PRECISE LOCATIONS AND CONSTRUCTION NOTES.
3. GAS AND JOINT TRENCH FOR DRY UTILITIES (ELECTRIC, PHONE, TELECOMMUNICATIONS, CABLE) ARE SHOWN SCHEMATICALLY ON THESE PLANS.SUBJECT TO CHANGE BASED UPON FINAL PLAN ISSUANCE FROM THE INDIVIDUAL UTILITY COMPANIES. PRIOR TO CONSTRUCTION, GAS AND DRY UTILITIES SHALL BEPOTHOLED AND SURVEYED.
4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING DRY UTILITY COMPANIES FOR OBTAINING THE RESPECTIVE UTILITY HANDOUT PACKAGES PRIOR TOCONSTRUCTION. THE ENGINEER OF RECORD MUST BE NOTIFIED OF ANY DEVIATION FROM THESE APPROVED IMPROVEMENT PLANS. PRIOR TOINSTALLATION AND/OR CONSTRUCTION OF SUCH CHANGES. THESE PROPOSED CHANGES SHALL BE REFLECTED IN THE FINAL "RECORD" DRAWINGS.
5. PROPOSED ELECTRICAL AND COMMUNICATIONS REROUTING BY PG&E AND OTHERS SHOWN HEREON FOR REFERENCE ONLY. REFER TO PG&E HANDOUT
PACKAGE AND ELECTRICAL PLANS PREPARED BY OTTO ELECTRICAL (UNDER SEPARATE COVER).
UTILITY LEGEND
PROPERTY LINE
CENTERLINE
EXISTING WATER LINEEXISTING SEWER LINEEXISTING STORM DRAIN LINEEXISTING GAS LINEEXISTING ELECTRIC/COMMUNICATIONS LINEEXISTING OVERHEAD LINESEXISTING MANHOLEEXISTING CLEANOUTEXISTING VALVEPROPOSED DOMESTIC WATER LINEPROPOSED FIRE WATER LINEPROPOSED SEWER LINEPROPOSED STORM DRAIN LINEPROPOSED GAS LINEPROPOSED JOINT TRENCH (ELECTRIC AND
CATV) LINE
OH
W
S
WSS
SD
JT
FW
SS
SD
G
E
G
0 40 feet
SCALE: 1" = 20'
20 60
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3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
COMPOSITE UTILITY PLAN
C-6.0
NOTE: REFER TO STREET FRONTAGE IMPROVEMENTS
ON SHEETS C-3.1 TO C-3.3 FOR UTILITY DESIGN
PARALLEL TO AND WITHIN PUBLIC RIGHT-OF-WAY.
SEE ARCHITECTURAL AND MEP PLANS FOR PARKING
STRUCTURE UTILITIES, MECHANICAL, PLUMBING AND
ELECTRICAL DESIGN, AND DETAILS
NOTE: DRY UTILITY VAULTS, TRANSFORMERS, JOINT TRENCH,ELECTRICAL CONDIUT LINES SHOWN FOR REFERENCE ONLY.
REFER TO DRY UTILITY PLAN SHEETS PREPARED BY OTTO
ELECTRICAL AND PG&E HANDOUT PACKAGE.
SEE ELECTRICAL PLANS (TYP.)
S
S
SD SD
SD
SD
SD
APN: 002-411-002 MISSION COLLEGE PREPARATORY HIGH SCHOOL (NOT A PART) APN: 002-421-001
SAN LUIS OBISPO
CHILDREN'S MUSEUM
(NOT A PART)
MIXED-USE/ HOTEL
(FUTURE PROJECT)
APN: 002-421-033
LEITCHER
BUILDING
(NOT A PART)
APN: 002-412-013
HAYS-LATIMER ADOBE
(PRIVATE RESIDENCE)
(NOT A PART)
APN: 002-412-005
APARTMENTS
(NOT A PART)
APN: 002-401-010
REIS FAMILY
MORTUARY
(NOT A PART)
APN: 002-402-015
CENTRAL COAST
REALTY GROUP
(NOT A PART)
N36°15'10"W 281.64'
N53°05'37"E 214.61'
N36°28'51"W 279.70'
N53°36'43"E 213.48'
APPROXIMATE BUILDING
ENVELOPE SHOWN FOR
REFERENCE ONLY
APPROXIMATE BUILDING
ENVELOPES SHOWNFOR REFERENCE ONLY
3 3
5 5
6 55
5 5
3 3
5 5
5 3
5 3
5 3
5 5
6 3
DETAIL 22, 50 LF
DETAIL 22, 50 LF
DETAIL 22
7 7
7 INSTALL RED CURB PAINT
ALONG PARKING
GARAGE FRONTAGE.
INSTALL RED CURB PAINT
ALONG PARKING
GARAGE FRONTAGE
INSTALL RED CURB PAINT
ALONG PARKING
GARAGE FRONTAGE
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
8 8
8 8
8 8 8
8 (2) PARALLEL STALLS (8' x 22')
(5) PARALLEL STALLS (7'± x 22')
DETAIL 22, 50 LF
DETAIL 22, 50 LF
DETAIL 3, 66 LF
22'
7.3' 12.6' 12'
7.6' 13.2' 12'
15' 12'
18'
INSTALL RED CURB PAINT
ADJACENT TO STORMWATER
TREATMENT FACILITY
PROTECT AND PRESEVE EXISTINGPARALLEL STREET PARKING SPACES.
PROTECT AND PRESEVE EXISTING
PARALLEL STREET PARKING SPACES.
PROTECT AND PRESEVE EXISTING
PARALLEL STREET PARKING SPACES.
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
INSTALL RED CURB PAINT
ALONG EXTENT OF
PROPOSED BULBOUT
NOTES
1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS, AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS, AND KNOWLEDGE OF THE SITE BY THE DISTRICT. IT IS THERESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY FIELD CONDITIONS,ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY DISCREPANCIESIMMEDIATELY TO THE ENGINEER OF RECORD AND THE CITY FOR THEIR REVIEWPRIOR TO CONSTRUCTION OF IMPROVEMENTS.
2. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE MOST CURRENT
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) (UNLESS SPECIFICALLY NOTED OTHERWISE) AND PER CITY OF SAN LUIS OBISPO STANDARDS.
3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STD SPECIFICATIONS, UNLESS OTHERWISE APPROVED BY CITY.
4. INSTALL ALL SIGNS AND POSTS PER CITY OF SAN LUIS OBISPO STANDARD 7215.5. ALL PAVEMENT MARKINGS AND SIGN INSTALLATIONS SHALL BE MARKED IN THE FIELD AND APPROVED BY CITY PRIOR TO INSTALLATION.
SIGNAGE & STRIPING NOTES
INSTALL DOUBLE SOLID YELLOW RETROREFLECTIVE THERMOPLASTIC CENTERLINE STRIPING PER CA MUTCD FIGURE 3A-104, DETAIL 21.
INSTALL SINGLE SOLID WHITE RETROREFLECTIVE THERMOPLASTIC RIGHT EDGE LINE STRIPING PER CA MUTCD FIGURE 3A-106, DETAIL 27B.
INSTALL YIELD "SHARK TEETH" PAVEMENT MARKINGS PER CA MUTCD FIGURE 3B-16.INSTALL PARALLEL STREET PARKING STRIPING PER CITY OF SAN LUIS OBISPO STANDARD 7410.
INSTALL CURB RAMP AND DETECTABLE WARNING TRUNCATED DOMES PER CITY STD. 4440."STOP" LETTERS PER CA MUTCD FIGURE 3B-23 AND LIMIT LINE PER SECTION 3B.16.
INSTALL "STOP" SIGN PER CA MUTCD FIGURE 2B-1, DETAIL R1-1. INSTALL STREET NAME SIGNS PER CITY OF SAN LUIS OBISPO STANDARDS 7210 & 7250.
INSTALL W11-2 & W16-7P SIGNS ON SAME POLE AS FLASHING BEACON SYSTEMFACING BOTH DIRECTIONS. BOTH SIGNS SHALL BE FLORESCENT YELLOW COLOR. SEEDRY UTILITY PLANS FOR DETAILS ON FLASHING BEACON SYSTEM INSTALLATION. 12345678
0 40 feet
SCALE: 1" = 20'
20 60
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3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
SIGNAGE AND STRIPING PLAN
C-7.1
YIELD PAVEMENT MARKINGS
SCALE: N.T.S.
CA MUTCD EXCERPT
NOTE:REFER TO LANDSCAPE PLANS AND DRY UTILITY PLANS FOR
STREET LIGHTS, PARKING METERS, PEDESTRIAN CROSSING
PUSH-BUTTON FLASHING BEACON SYSTEMS AND
ASSOCIATED APPURTENANCES.
1. THE ENCROACHMENT PERMIT APPLICANT SHALL BE RESPONSIBLE TO
ASSURE THAT THE APPROPRIATE EXISTING TRAFFIC CONTROLS REMAIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES. THE
CONTRACTOR SHALL COVER ANY CONFLICTING SIGNS THAT EXIST ALONG THE ROADWAY.
2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS
INSTALLED AND OTHER NECESSARY TRAFFIC CONTROL DEVICES ON SITE. STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SHALL BE
FLUORESCENT ORANGE, USING MATERIALS FROM THE CALTRANS
“PREQUALIFIED PRODUCTS LIST” FOR SIGNING AND DELINEATION MATERIALS. THE LIST IS AVAILABLE AT THE WEBSITE OF THE CALTRANSOFFICE ENGINEER:WWW.DOT.CA.GOV/HQ/ESC/APPROVED_PRODUCTS_LIST/
3. AT THE CONCLUSION OF EACH WORK DAY, ALL PAVED TRAVELED-WAY
SURFACES SHALL BE RESTORED TO AN ALL-WEATHER, TRAVERSABLE CONDITION. THERE SHALL NOT BE A DROP-OFF ALONG THE EDGE OF TRAVELED WAY >0.15-FEET. “LOW SHOULDER” SIGNS SHALL BE PLACED ALONG THE TRAVELED WAY WHERE THERE IS ANY DROP-OFF.
DROP-OFFS >0.15-FEET SHALL REQUIRE EITHER:
A. BACKFILLING THE DROP-OFF TO A MINIMUM 4:1 SLOPE
B. PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION
C. PROVIDING TEMPORARY CONCRETE RAILING ALONG THE
WORK ZONE IN CONFORMANCE WITH THE STATE STANDARD
PLANS AND SPECIFICATIONS.
5. EXCAVATIONS BEYOND EIGHT (8) FEET FROM THE EDGE OF TRAVELED
WAY MAY UTILIZE PORTABLE DELINEATORS AT APPROPRIATE SPACING, ALONG WITH “OPEN TRENCH” SIGNS.
6. WHERE STEEL PLATES ARE USED, THEY SHALL BE PINNED, AND HAVE A COLD-MIX SLOPE OF 12:1 PLACED ON ALL SIDES. THEY SHALL BE FRICTION-COATED FOR TRACTION. APPROPRIATE WARNING SIGNS SHALL BE PLACED.
7. PEDESTRIAN ACCESS SHALL BE AFFORDED THROUGH THE WORK AREA
ON CITY ROADS IN URBAN AREAS, EITHER BY PROVIDING NECESSARY
FACILITIES FOR SAFE AND VIABLE ACCESS, OR BY PROVIDING
APPROPRIATE ADVANCE WARNING TO PEDESTRIANS TO USE ALTERNATE ROUTES. BICYCLE ROUTES AND LANES, WHEN IMPACTED BY
CONSTRUCTION, SHALL BE SIGNED TO AFFORD SAFE PASSAGE
THROUGH THE WORK ZONE OR TO DESIGNATE ALTERNATE ROUTES. FOR BOTH PEDESTRIANS AND BICYCLES, SURFACES SHALL BE MAINTAINEDFREE OF LOOSE DEBRIS AND GRAVEL.
8. NO CONSTRUCTION EQUIPMENT OR MATERIALS SHALL BE PARKED OR STORED WITHIN SIX (6) FEET OF THE EDGE OF THE TRAVELED WAY. WHEN
CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITHIN THE RIGHT-OF-WAY, FURTHER THAN SIX (6) FEET FROM THE EDGE OF THE
TRAVELED WAY, THE SHOULDER AREA SHALL BE SIGNED AS CLOSED, AND PORTABLE DELINEATORS SHALL BE USED TO MARK A TAPER INADVANCE OF THE MATERIAL OR EQUIPMENT.
9. REMOVAL OF EXISTING PAVEMENT STRIPING OR MARKINGS SHALL BE BY SANDBLASTING OR GRINDING. WHEN THE CHANGE OF POSITION WILL BE GREATER THAN TWO (2) FEET, THE REMOVED STRIPING SHALL BEFURTHER OBSCURED BY USE OF A CHIP SEAL. THE CHIP SEAL SHALLEXTEND THE FULL WIDTH OF THE ROADWAY.
10. PARKING RESTRICTIONS SHALL BE POSTED 24 HOURS BEFORE ANY WORK STARTS. POSTING SHALL BE DONE BY THE CONTRACTOR.
11. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL
TIMES, EXCEPT WHEN CONSTRUCTION TAKES PLACE IMMEDIATELY IN FRONT OF THE DRIVEWAY OR SIDE STREET. ANY WORK THAT DISTURBSNORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE PUBLIC WORKS TRANSPORTATION DIVISION AT LEAST THREE (3)
BUSINESS DAYS PRIOR TO BEGINNING THE WORK INVOLVING THE SIGNAL. THE CONTRACTOR SHALL REPLACE ALL TRAFFIC SIGNAL LOOP DETECTORS, DAMAGED DURING CONSTRUCTION, WITHIN FIVE (5) DAYS OF THE COMPLETION OF CONSTRUCTION INVOLVING THE SIGNAL. ANY
DAMAGE TO EXISTING IN-PAVEMENT LOOP DETECTORS WILL REQUIREREPLACEMENT WITHIN FIVE DAYS OF THE START OF ANY TRENCH CUT WORK. INTERSECTION DETECTION SHALL BE REPLACED WITH VIDEO DETECTION SYSTEM(S) ACCEPTABLE TO THE DEPARTMENT. ALL
COMPONENTS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TOCOMMENCING THE TRENCH WORK WHICH WILL AFFECT THE LOOP(S).
ALL COSTS, INCLUDING DEPARTMENT OPERATIONS TIME, SHALL BE PAID BY THE DEVELOPER.
12. ALL DELINEATORS SHALL BE EQUIPPED WITH NIGHTTIME REFLECTIVE BANDS, AND SPACED NO GREATER THAN 50-FOOT INTERVALS ALONG TAPERS, LANE CONTROL, AND/OR EDGE OF WORK ZONE.
13. THE OPERATOR OF ANY TRANSIT OPERATION AFFECTED BY THE WORK SHALL BE NOTIFIED TWO (2) WORKING DAYS PRIOR TO WORK
COMMENCING.
14. ALL FLAGGERS SHALL HOLD CURRENT CERTIFICATIONS. AS DEFINED UNDER CAL OSHA CONSTRUCTION SAFETY ORDER SECTION 1599, ALLFLAGGERS ON THE ROADWAY SHALL BE TRAINED BY QUALIFIED ANDEXPERIENCED PERSONNEL TO THE ASPECTS NOTED IN SECTION 1599.
THE DEVELOPER OR PROJECT ENGINEER SHALL BE RESPONSIBLE TO ENSURE THAT THE CONTRACTOR OR OTHER AGENTS UTILIZE TRAINEDPERSONNEL ONLY. ALL WORKERS WITHIN THE ROADWAY SHALL WEAR TYPE 2 CAL-OSHA HIGH-VISIBILITY VESTS.
TRAFFIC CONTROL NOTES
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3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
TRAFFIC CONTROL PLAN
C-7.2
FLOW
TYPICAL PROTECTION FOR INLET ON SUMP
-NTSEDGE OF PAVEMENT FLOW HALF-FILLED GRAVEL BAGS (2-BAGS HIGH) SPILLWAY, 1-BAG HIGH
EDGE OF PAVEMENT
FLOW FLOW
HALF-FILLED GRAVEL BAGS
(2-BAGS HIGH)
SPILLWAY,
1-BAG HIGH
TYPICAL PROTECTION FOR INLET ON GRADE
-NTSNOTES:
1. INTENDED FOR SHORT TERM USE
2. USE TO INHIBIT NON-STORM WATER FLOWS
3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP
4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE
5. NOT APPLICABLE IN AREAS WITH HIGH SILTS & WITHOUT FILTER FABRIC SE-10 STORM DRAIN INLET PROTECTION TYPE-3
-NTSDITCH 12" MIN UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER CONCRETE WASHOUT 3' INSTALLATION TABLE SLOPE ROLL INTERVAL 4:1 OR FLATTER 20' O.C. BETWEEN 2:1 AND 4:1 15' O.C. 2:1 AND STEEPER 10' O.C.
STRAW BALE
(TYP)
STAKE (TYP)
STAPLE DETAIL
4"
1 8" DIA.
STEEL WIRE
2"
10 ML
PLASTIC
VARIES LINING
10' MIN.
"ABOVE GRADE"
WITH STRAW BALES
-NTSPLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
5" HEIGHT
0.5" LAG
SCREWS
WOOD POST
3' x 3" x 8' 3'
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
BINDING WIRE
STRAW BALE
WOOD OR (TYP) METAL STAKES
(2 PER BALE)
SECTION B-B
-NTSNATIVE MATERIAL (OPTIONAL)
STAPLES
(2 PER BALE)
10 ML
PLASTIC LINING
NOTES:
1. ACTUAL LAYOUT DETERMINED IN FIELD
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY
INLET
HALF-FILLED GRAVEL BAGS
2-BAGS HIGH
(NO GAPS BETWEEN BAGS)
CONCRETE WASTE MANAGEMENT WM-8
-NTS- SE-10 STORM DRAIN INLET PROTECTION [ALTERNATE]
-NTSCRUSHED AGGREGATE
GREATER THAN 3" BUT
SMALLER THAN 6"
ORIGINAL
GRADE
SECTION A-A
-NTSMATCH EXISTING GRADE
30'
50'
OR (4x) THE CIRCUMFERENCE
OF THE LARGEST
CONSTRUCTION VEHICLE TIRE,
WHICHEVER IS GREATER.
PLAN
STABILIZED CONSTRUCTION ENTRANCE/EXIT
-NTSCURB & GUTTERHALF-FILLED GRAVEL BAGS 50' O/C TYP. IN FLOW LINES OF GUTTER. (NO GAPS BETWEEN BAGS) SE-6 GRAVEL BAGS IN FLOW LINE DETAIL -NTS- NOTES: PLACE STRAW WATTLE IN TRENCH. WATTLE TO BE TIGHTLY BUTTED END TO END BUT NOT OVERLAPPING. MINIMUM 6 STAKES PER 25' OF WATTLE. STRAW WATTLE DETAIL -NTS- 3"-5" TRENCH 9" Ø x 25' LONG
STRAW WATTLE
34" x 2" x 2' WOOD STAKE IN
CENTER OF WATTLE (2" - 3"
EXPOSED AFTER DRIVING
STAKE)
FILTERFABRIC
OAK
POST
TOE-IN
DRAW CORD NETTING
OAK POST
FILTER FABRIC
TOE-IN
PRE-ASSEMBLED SILT FENCE
-NTSINSTALLATION PROCEDURES: 1. DIG A 6" x 6" TRENCH AT DESIRED FENCE LOCATION 2. UNROLL SILT FENCE ALONG TRENCH 3. DRIVE STAKES INTO THE DOWNHILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWNHILL SIDE. 4. LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN. 5. DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES. 4' MAX
1. THE CONTRACTOR SHALL BE OR DESIGNATE A QUALIFIED SWPPP PRACTITIONER (QSP). THE QSP SHALL HAVE THE APPROPRIATE TRAINING AND OVERSEE ALL IMPLEMENTATION OF THE SWPPP AND ITS REQUIREMENTS. THE QSP SHALL BE RESPONSIBLE FOR ALL
INSPECTIONS AND OBSERVATIONS OF THE BMP'S AND IMPLEMENTATION OF ANY CHANGES NEEDED TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT. THE QSP SHALL HOLD A PRE-CONSTRUCTION MEETING WITH ALL CONTRACTORS AND SUBCONTRACTORS THAT WILL BE WORKING AT THE SITE AND INFORM THEM ON THE REQUIREMENTS OF THE GENERAL PERMIT AND THESWPPP.
2. THE QUALIFIED SWPPP DEVELOPER (QSD) SHALL APPROVE AND CERTIFY ALL AMENDMENTS TO THE SWPPP AND THE ANNUAL CERTIFICATIONS.
3. IF THERE ARE ANY LIMIT EXCEEDANCES OF THE GENERAL PERMIT REQUIREMENTS, THE QSP SHALL IMPLEMENT THE CHANGES NECESSARY
TO KEEP THE EXCEEDANCE FROM HAPPENING AGAIN AND REPORT THE EXCEEDANCE VIA THE SMARTS SYSTEM PER THE REQUIREMENTS OF THE GENERAL PERMIT. (SEE SWPPP)
4. IF WATER MONITORING BECOMES NECESSARY PER THE REQUIREMENTS OF THE GENERAL PERMIT, THEN THE PERSON OR PERSONS DOING THE MONITORING SHALL HAVE THE APPROPRIATE TRAINING AND QUALIFICATION TO PERFORM SUCH MONITORING.
5. EROSION CONTROL SHEET(S) SHOW THE WATER MONITORING LOCATIONS THAT HAVE BEEN CHOSEN FOR THIS SITE BY THE QSD. THE
QSP SHALL REVIEW THESE LOCATIONS AND REPORT BACK TO THE QSD IF THIS LOCATION IS DEEMED UNSAFE OR UNSUITABLE FOR ANY REASONS.
6. THE QSP SHALL ASSURE ALL SAFETY PRECAUTIONS NECESSARY HAVE BEEN IMPLEMENTED TO CONDUCT THE WATER MONITORING.7. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (APPROXIMATELY OCTOBER 15 THROUGH APRIL 15). ADEQUATE BMP MATERIALS SHALL BE AVAILABLE AND STOCKPILED ONSITE, OR AT NEARBY LOCATIONS TO FACILITATE RAPID IMPLEMENTATION OF TEMPORARY BMP DEVICES WHEN THE FORECAST FOR RAIN IS 50% OR GREATER PER NOAA.
8. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL BMP MEASURES AS SHOWN ON THIS PLAN AND/OR AS DIRECTED
BY THE ENGINEER OF RECORD, QSP, OR QSD TO CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY GRADING AND/OR
TRENCHING
9. THE CONTRACTOR SHALL BE ON CALL IN THE EVENT IT IS NECESSARY TO IMPLEMENT EROSION CONTROL BMP MEASURES OR IN THE EVENT OF AN EMERGENCY.
10. ALL STORMWATER CONTROL MEASURES THAT ARE IDENTIFIED IN A RAIN EVENT ACTION PLAN(REAP) SHALL BE IN PLACE 24 HRS. PRIOR TO FORECAST RAIN EVENTS.
11. AFTER A RAIN EVENT, ALL BMP'S SHALL BE INSPECTED AND ANY BUILDUP OF SEDIMENTS SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.
12. THE ENGINEER OF RECORD, QSP, QSD OR AN AUTHORIZED REPRESENTATIVE MAY REQUIRE THE DEVELOPER AT ANY TIME TO INSTALL AND/OR CONSTRUCT ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EROSION.
13. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF WHAT MAY BE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING ON THE ACTUAL SOIL CONDITIONSENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED AT THE DISCRETION OF THE QSP AND/OR AS APPROVED BY THE QSD.
14. THE CONTRACTOR IS RESPONSIBLE TO KEEP AND MAINTAIN ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER AND TO MODIFY THOSE DEVICES AS SITE PROGRESS DICTATES.
15. THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND MODIFY THEM IN ORDER TO PREVENT PROGRESS OF ANY ONGOING EROSION.
16. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET DAILY.17. THE CONTRACTOR AND/OR QSP SHALL CONTACT THE QSD IN THE EVENT THAT THE EROSION CONTROL PLAN AS DESIGNED REQUIRES ANY SUBSTANTIAL REVISIONS.
18. DURING GRADING OPERATIONS IF AN AREA OF DISTURBANCE IS TO REMAIN IDLE FOR A PERIOD OF 2 OR MORE WEEKS, THE DISTURBED AREAS SHALL BE COVERED WITH MULCH, STRAW OR SOME OTHER TYPE OF BMP TO PREVENT EROSION DURING RAINEVENTS.
19. THE CONTRACTOR SHALL PROVIDE STREET SWEEPING ONGOING DURING CONSTRUCTION TO PREVENT ANY SEDIMENT(S) FROM BEING TRACKED OFF-SITE OR TO AREAS THAT MAY CONTRIBUTE TO SEDIMENT(S) BEING DEPOSITED INTO THE STORM DRAIN SYSTEM.
20. POST CONSTRUCTION BMP'S INCLUDING PLANTINGS, SHRUBS, GROUND COVER AND TREES AS SHOWN ON THE LANDSCAPING PLANS SHALL BE IN PLACE AS SOON AS FEASIBLE.
21. CONTRACTOR TO INSTALL SILT FENCING AT ALL PERIMETER LOCATIONS THAT HAVE THE POTENTIAL TO DISCHARGE STORMWATER OFF-SITE.
22. CONTRACTOR TO PROTECT ALL YARD AND LANDSCAPE AREA DRAINS FROM SEDIMENT(S) UNTIL LANDSCAPING IS COMPLETED AND VEGETATION ESTABLISHED.
23. GRAVEL BAGS ORIENTED TO SLOW THE FLOW OF STORM WATER RUNOFF SHALL BE PLACED IN THE CONCRETE GUTTERS IN THE ON-SITE ROADWAY TO HELP FILTER OUT ANY SEDIMENTS. THESE GRAVEL BAGS SHALL BE PLACED 50' O/C MAX. SEDIMENTS THAT ACCUMULATE AT THE GRAVEL BAGS SHALL BE REMOVED AFTER EACH RAIN EVENT.
24. THE CONTRACTOR SHALL KEEP ONE ACCEPTABLE RAIN GAUGES ON-SITE TO MONITOR RAIN EVENT TOTALS DURING CONSTRUCTION.25. THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE WIND EROSION AND DUST CONTROL MEASURES.26. IN THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR SHALL ADVISE THE OWNER TO NOTIFY THE NATIONAL RESPONSE CENTER, REGIONAL WATER QUALITY CONTROL BOARD, AND THE CITY. IF NECESSARY, THIS POLLUTION PREVENTION PLAN SHOULD BE REVISED TO REFLECT THE CHANGE IN CONDITIONS OF THE CONSTRUCTION ACTIVITY. A REPORTABLE QUANTITY IS ESTABLISHED BY THE 40 CODE OF FEDERAL REGULATIONS (CRI) 1117.3 OR 40 CFR 302.4.
27. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITION, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.
28. STOCKPILE MANAGEMENT SHALL BE IN CONFORMANCE WITH GENERAL PERMIT AND THE CASQA BMP GUIDE.29. SEE LANDSCAPING PLANS FOR MORE INFORMATION ON POST CONSTRUCTION VEGETATION BMP'S.
30. IF DURING CONSTRUCTION DEWATERING OPERATIONS BECOME NECESSARY, ALL DEWATERING SHALL BE DONE IN COMPLIANCE WITH THE REQUIREMENTS OUTLINED THE NPDES GENERAL PERMIT AND PER THE CASQA BMP HANDBOOK FOR BMP SC-11. DISCHARGES
SHALL BE TREATED FOR EXCESSIVE SEDIMENTS PRIOR TO LEAVING THE SITE AND/OR ENTERING THE CITY RIGHT-OF-WAY OR STORM DRAIN SYSTEM.
31. TEMPORARY EROSION AND SEDIMENT CONTROL BMP MEASURES SHALL REMAIN IN PLACE AND MAINTAINED UNTIL ALL PERMANENT IMPROVEMENTS, AND FACILITIES ARE COMPLETE, PLANTINGS ARE INSTALLED, VEGETATION IS ESTABLISHED, AND THE SITE HAS BEENDEEMED STABLE BY THE PROJECT QSP AND THERE IS NO RISK FOR EROSION OR SEDIMENT TRANSPORT ON-OR-OFFSITE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION APPROVALS.
32. ALL 4:1 & STEEPER SLOPES TO BE HYDROSEEDED AFTER COMPLETION OF GRADING OPERATIONS.33. THE BMP'S PROPOSED ON THESE PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR. OTHER AND/OR MOVES EXTENSIVE
MEASURES MAY BECOME NECESSARY DURING CONSTRUCTION AND WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT.
34. TRASH CANS, DUMPSTERS, AND ROLL-OFFS SHALL BE COVERED WITH TARPS OR HAVE LIDS PRIOR TO ANY RAIN EVENT.
GENERAL EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL IMPLEMENT GOOD HOUSEKEEPING PRACTICES AS OUTLINED IN THE GENERAL PERMIT AND PER THE SWPPP.
2. THE CONTRACTOR SHALL CONDUCT AN INVENTORY OF THE PRODUCTS USED AND/OR EXPECTED TO BE USED AND THE END PRODUCTS THAT ARE PRODUCED AND/OR EXPECTED TO BE PRODUCED.
3. COVER AND BERM LOOSE STOCKPILED CONSTRUCTION MATERIALS THAT ARE NOT ACTIVELY BEING USED.
4. STORE CHEMICALS IN WATERTIGHT CONTAINERS (WITH APPROPRIATE SECONDARY CONTAINMENT TO PREVENT ANY SPILLAGE OR LEAKAGE) OR IN A STORAGE SHED (COMPLETELY ENCLOSED).
5. ALL EQUIPMENT AND VEHICLE FUELING AND MAINTENANCE PROCEDURES SHALL BE DONE IN THE AREA SHOWN ON THE SITE PLANS OR OTHER LOCATION WHERE THE APPROPRIATE BMP'S HAVE BEEN INSTALLED TO PREVENT ANY CONTAMINATION OF THE SOILS.
6. THE CONTRACTOR SHALL USE SOME TYPE OF GROUND COVER OR OTHER DEVISES TO ENSURE NO PETROLEUM PRODUCTS COME IN CONTACT WITH SOILS DURING FUELING AND MAINTENANCE.
7. THE CONTRACTOR SHALL PROVIDE APPROPRIATE CONTAINMENT AROUND ANY SANITARY TOILETS THAT PREVENT CONTAMINATION TO THE SOILS.
8. ANY BUILDING MATERIALS THAT ARE STORED ON-SITE THAT HAVE THE POTENTIAL TO CONTRIBUTE NON-VISIBLE POLLUTANTS TO THE
STORM WATER RUNOFF SHALL BE STORED IN WATERTIGHT CONTAINERS OR UNDER THE COVER OF SHELTERS THAT PROVIDE PROTECTION FROM RAINS.
9. CONSTRUCTION MATERIAL WASTES SHALL BE CLEANED UP DAILY AND STORED IN COVERED CONTAINERS PRIOR TO DISPOSAL.
10. THE CONTRACTOR HAS THE OPTION TO USE METAL RUMBLE STRIPS IN LIEU OF ROCK AT THE STABILIZED CONSTRUCTION ENTRANCE AS LONG AS IT IS IN CONFORMANCE WITH THE GENERAL PERMIT.
GOOD HOUSEKEEPING PRACTICES
THE FOLLOWING PRACTICES ARE TO BE USED AT ALL TIMES DURING CONSTRUCTION:
1. REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE.
2. USE WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITY TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING FREQUENCY WILL BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15MPH. RECLAIMED (NON-POTABLE WATER) WATER SHOULD BE USED WHENEVER POSSIBLE.
3. PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES.
4. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN ONE MONTH AFTER INITIAL GRADING SHALL BE SOWN WITH A FAST GERMINATING NATIVE GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED.
5. ALL DISTURBED SOIL AREAS NOT SUBJECT TO RE-VEGETATION MUST BE STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE CITY.
6. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE COMPLETED AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED.
7. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION SITE.
8. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIAL ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD (MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH THECALIFORNIA VEHICLE CODE SECTION 23114.
9. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS WITH RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE.
A DESIGNATED DUST CONTROL MONITOR SHALL BE CHOSEN. THEY SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL DUST CONTROL MEASURES. THE MONITOR SHALL BE AVAILABLE DURING WEEKENDS AND HOLIDAYS. THE NAME AND PHONE NUMBER OF THE MONITOR SHALL BE PROVIDED TO THE CITY AND APCD.
AIR QUALITY CONTROL NOTES
1. THE CONTRACTOR SHALL PHASE CONSTRUCTION ROUGH GRADING TO LIMIT THE SIZE OF DISTURBANCE TO AN AREA THAT CAN BE MAINTAINED WITH PROPER BMP'S DURING ANY RAIN EVENTS.
2. AFTER AN AREA HAS BEEN PAVED OR GRADED THE CONTRACTOR SHALL PROVIDE GRAVEL BAGS IN THE FLOW LINES TO FILTER SEDIMENTS FROM STORM WATER RUNOFF OR AN APPROVED EQUAL.
3. AREA DRAINS SHALL HAVE STORM DRAIN INLET PROTECTION INSTALLED DURING THE TIME BETWEEN INSTALLATION AND PLANTING OF GROUND VEGETATION PER THE PLANS OR AN APPROVED EQUAL.
4. LANDSCAPED AREAS SHALL BE COMPLETED AND SPRINKLERS INSTALLED AS SOON AS POSSIBLE AFTER GRADING OPERATIONS.
5. ANY AREAS OF DISTURBANCE THAT WILL REMAIN IDLE FOR TWO OR MORE WEEKS SHALL BE STABILIZED WITH MULCH, STRAW, HYDROSEED OR OTHER APPROPRIATE BMP COVER.
6. DURING ASPHALT PATCHING OPERATIONS, THE CONTRACTOR SHALL PROVIDE EITHER PERMANENT OR TEMPORARY PAVING IN THE AREAS OF PATCHING BY THE END OF THE WORKDAY. NO TRENCHES SHALL BE LEFT OPEN DURING TIMES OF PREDICTED RAINFALL.
7. THE AREAS SHOWN ON THE PLANS FOR MATERIAL DELIVERY & STORAGE AND CONCRETE WASTE MANAGEMENT ARE FOR REFERENCE ONLY, THE ACTUAL LOCATIONS ARE TO BE DETERMINED BY THE QSP.
8. THE BMP'S SHOWN ON THE EROSION CONTROL PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR'S QSP, IMPLEMENTATION OF THESE OR OTHER BMP'S WILL BE THE RESPONSIBILITY OF THE QSP.
9. ALL ROADWAYS SHALL BE KEPT CLEAN ON A DAILY BASIS BY MEANS OF VACUUMING OR STREET SWEEPINGS.
10. ROADWAYS THAT HAVE NOT BEEN STABILIZED WITH AGGREGATE BASE SHALL BE STABILIZED USING SOIL BINDERS, MULCH AND/OR OTHER APPROPRIATE BMP'S PRIOR TO FORECAST RAIN EVENTS.
11. PRIOR TO FORECAST RAIN EVENTS, THE QSP SHALL EVALUATE THE SITE AND ESTABLISH ADEQUATE BMP'S TO PROTECT ALL DISTURBED AREAS FROM EROSION.
12. STORM DRAIN INLET PROTECTION SHALL BE TYPE 2 DURING STORM DRAIN INSTALLATIONS, AND TYPE 3 AFTER PAVING OPERATIONS HAVE BEEN COMPLETED, (SEE BMP GUIDANCE HANDOUT IN THE SWPPP FOR MORE INFORMATION).
13. THE STRAW WATTLES SHOWN ON THESE PLANS ARE INTENDED TO REPRESENT DIFFERENT PHASES OF CONSTRUCTION. CONTRACTOR SHALL INCORPORATE THEIR USE AS NEEDED DURING CONSTRUCTION.
PHASING NOTES WDID No. 3 40C399332
NOT TO SCALE
VICINITY MAP
EROSION CONTROL DETAILS
PROJECT SITE
DRAIN INLET TO HAVE
FILTER FABRIC OR BASKET
DRAIN INLET TO HAVEFILTER FABRIC OR BASKET
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
EROSION CONTROL NOTES
C-8.0
PLACE RSP FABRIC BENEATH RIP-RAP TO PREVENT THE
MIGRATION OF FINES THROUGH THE ROCK VOIDS.
SD SD SD
SD SD
SD
EXISTING GATE VALVE
EXISTING GATE VALVE
EXISTING SSMHRIM EL =(202.14)
EXISTING 2.5'RETAINING WALL
DRIP LINE
DRIP LINE
48" OAK
EXISTING SSCO
EXISTING
WATER METER
EXISTING GATE VALVE
MONTEREY STREET
N36° 28' 51"W 279.70'
N53° 05' 37"E 214.61'
S36° 15' 10"E 281.64'
(PUBLIC)
0.5'
PHASE 4 - FUTURE BUILDING
FF 201.40
(201)
(202)
(203)
(204)
LIMITS OF 100 YR FLOOD PLAIN
25' RW
(193)
(194)
(195) (196)
(197)
(200)
(198)
(199)
(195) (194) (196) (197)
(198) (199)
(200) (201)
(202) (203)
(205)
BEGINNING OF WALL
END OF WALL
200.62 FG
202.69 FG 202.71 FG
NIPOMO STREET (PUBLIC)
PERMANENT SHORING
(PHASE 1)
PERMANENT SHORING
(PHASE 1)
FRONTAGE IMPROVEMENTS (BY OTHERS)
202.70 FG 202.71 FG
200.26 FG
RETAINING WALL
175
180190200210220230
175180190
200210220230
0+75 1+00 1+50 1+75
BEGIN WALL
STA: 1+00.00 TOF ELEV: 199.23
STEP FOOTING
STA: 1+22.63 TOF ELEV: 199.23
STA: 1+22.63 TOF ELEV: 201.24
END WALL
STA: 1+51.70 TOF ELEV: 201.24
AP
STA: 1+19.18 TOF ELEV: 199.23
AP
STA: 1+33.02 TOF ELEV: 201.24
GRADE AT FACE OF WALL
STA: 1+00.00 TOW ELEV: 203.25
BEGIN WALL
STA: 1+51.70 TOW ELEV: 203.92
END WALL
STA: 1+33.28 TOW ELEV: 203.25
STA: 1+33.28 TOW ELEV: 203.92
STEP WALL
GRADE AT BACK OF WALL
4.02'
2.01'
2.68'
EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.
Call
OR
1-800-642-2444
2% MIN CONCRETE 8" MIN 5% MIN FOR 10'
APN No.
002-412-011
ACREAGE:
0.89 ZONING
O-H
PROJECT No. 2005512DATED: JUNE 2006
AS PREPARED BY: RRM DESIGN GROUP
A PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCE OF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET (15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m) RETAINING WALL. SEE WALL PROFILES THIS SHEET FOR TOP OF WALL AND TOP OF FOOTING ELEVATIONS. CONTRACTOR TO PROVIDE BACK OF
WALL ASPHALTIC WATER PROOFING, DRAIN ROCK, AND PERFORATED PIPE PER GEOTECHNICAL REPORT. PERFORATED PIPE TO DAYLIGHT.
CONTRACTOR TO VERIFY WALL HEIGHT PRIOR TO CONSTRUCTION.
CONSTRUCTION NOTES
LEGEND
PROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINE
SECTION LINE
CENTER LINE
EASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGS
CONCRETE
BACK OF CURBFACE OF CURB
CURB LIP
FLOW LINE
GRADE BREAK
SAWCUTSIDEWALKSETBACK
X X X
(100)(101)
| || | || | || | || | || | || | || | || | || | ||
TOP BACK CURB
FINISH GRADEEDGE OF PAVEMENTFLOW LINE
ASPHALT CONCRETE
TOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE LEGEND
HIGH POINT
TOP OF RET. WALLTOP OF FOOTER
TOP OF RET. WALLTOP OF FOOTER
(0" CURB WHERE APPLIES)
R
E
G
ISTERED PROFESSIONAL ENGIN
E
E
R
STA TE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
9/30/23
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, GRADING 1, May 11, 2023 11:45am, dsote
E NGI EERING N
DES GIN
PROFESSIONALS, INC.L0S 0S CA
05.602.6167 | EDPINC0 RPOR ATED.COM
0S
8 1. FOOTING DEPTH ELEVATIONS ARE BASED ON THE MINIMUM DEPTH AS SPECIFIED BY THE SOILS ENGINEER. FINAL FOOTING DEPTH SHALL BE DETERMINED BY THE SOILS ENGINEER. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD WITH FINAL WALLDESIGN REQUIREMENTS PRIOR TO FOOTING CONSTRUCTION.
PROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020 AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.
D-1.0
5/11/2023
UP
SD SD SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD SD
SD
SD SD
SD SD SD SD
W
W
EXISTING GATE VALVE
EXISTING GATE VALVE
EXISTING SSMHRIM EL =(202.14)
EXISTING 2.5'RETAINING WALL
DRIP LINE
DRIP LINE
48" OAK
EXISTING POWER POLE
EXISTING 2.5' RETAINING WALL
EXISTING GATE VALVE
EXISTING CURB & SIDEWALK
EXISTING CURB AND
SIDEWALK
EXISTING CURB,
GUTTER, AND
SIDEWALK
EXISTING STREET TREE
EXISTINGHANDICAPRAMP
EXISTING SSCO
EXISTING
WATER METER
MONTEREY STREET
DANA STREET
EXISTING SSMHRIM EL = 191.85
NIPOMO STREET
N53° 05' 37"E 214.61'
(PUBLIC)
(PUBLIC)
(PUBLIC)
FF 201.40
PROPOSED THEATER
(PHASE 4 - FUTURE)
200.66 TG
195.00 INV.
FRONTAGE IMPROVEMENTS (BY OTHERS)
FRONTAGE IMPROVEMENTS (BY OTHERS) 188.34 INV.
8.5'
7.9'
12.9'
8.4'
C
B
INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE BARRIER LINER
OR EQUIVALENT AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
3.6'
4.0'
27.3'
V = 3,012 CF
BASIN 1
194.50 INV.
193.00 INV.
±9 LF
±2 LF
± 3 LF
± 36 LF
197.59 INV.
187.84 INV.
190.10 TG
185.89 INV. (E)188.37 INV. (S)181.79 SUMP
189.86 TG
186.01 INV. (W)186.01 INV. (E)
202.30 TG
194.84 12" INV. (NW)192.80 24" INV. (NW)192.94 12" INV. (SW)197.80 12" INV. (SE)190.80 SUMP
PROPOSED FIRE WATER CONNECTIONFOR THEATER (FUTURE)
PROPOSED SANITARY SEWER
FOR THEATER (FUTURE)
BASIN 3
V = 323 CF
INSTALL 30 MIL HDPE MOISTURE BARRIER LINER
OR EQUIVALENT AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTURE BARRIER
LINER OR EQUIVALENT AT PERIMETER STONE
186.17 INV.
190.45 TG
186.73 INV.
± 8 LF
± 9 LF
200.98 TG
197.06 INV.
197.23 INV.
200.82 TG
196.62 INV.
196.36 INV
201.40 TG
195.85 INV.
194.43 INV.
±20 LF
±3 LF
±45 LF
±16 LF
±5 LF
±15 LF
±5 LF
±7 LF
199.96 TG196.32 INV.
±29 LF
193.83 INV.
28.5'
A
± 6 LF
187.08 INV.
186.93 INV. 186.35 INV.
± 7 LF
± 10 LF
± 18 LF
±3 LF
CONTRACTOR TO INSTALL TRACER TAPE AND A
MAGNETIC WIRE AT WATER PROOFING MEMBRANE.
195.36 INV.
±3 LF
CONTRACTOR TO INSTALL TRACER TAPE AND A
MAGNETIC WIRE AT WATER PROOFING MEMBRANE.
PROPOSED IRRIGATION CONNECTION
FOR THEATER (FUTURE)
PROPOSED DOMESTIC WATER
CONNECTION FOR THEATER (FUTURE)
EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.
Call
OR
1-800-642-2444
2% MIN CONCRETE 8" MIN 5% MIN FOR 10'
APN No.
002-412-011
ACREAGE:
0.89 ZONING
O-H
PROJECT No. 2005512DATED: JUNE 2006
AS PREPARED BY: RRM DESIGN GROUP
A PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCE OF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.
THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET (15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m) LEGEND
PROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINE
SECTION LINECENTER LINE
EASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGS
CONCRETE
BACK OF CURBFACE OF CURB
CURB LIP
FLOW LINE
GRADE BREAKSAWCUTSIDEWALKSETBACK
JOINT TRENCH
WATER
STORM DRAINSANITARY SEWERSTORM DRAIN (FUTURE)SANITARY SEWER (FUTURE)
JOINT TRENCH (FUTURE)
WATER (FUTURE)
X X X
(100)(101)
| || | || | || | || | || | || | || | || | || | ||
R
E
G
ISTERED PROFESSIONAL ENGIN
E
E
R
STATE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
9/30/23
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-UP.dwg, GRADING 1, May 11, 2023 11:45am, dsote
ENGI EERING N
DES GIN
PROFESSIONALS, INC.
L 0S 0S CA
05.602.6167 | EDPINC0 RPORATED.COM
0S
8 JT JT JT
W W W
SD SD SD
SS SS SS
D-2.0
ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'S
SPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED AT DRIVEWAY LOCATIONS.
INSTALL STORMTECH MC-4500 CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 1,
SHEET D-3.0.
STORM DRAIN CONSTRUCTION NOTES
INSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.
INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN. PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 3, SHEET D-3.2.
INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.
INSTALL 8" MIN. STORM DRAIN LATERAL CONNECTION POINT.INSTALL 6" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.
INSTALL 6" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN. PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 3, SHEET D-3.2.
PARKING STRUCTURE CONNECTION DRAIN
INSTALL 12" ADS-N12 WT HDPE STORM DRAIN PIPE AT 3% MIN. PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 3, SHEET D-3.2.
INSTALL STORM DRAIN LATERAL STUB OUT WITH CAP AND MARKER.
INSTALL 12"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OR EQUIVALENTPER MANUFACTURER'S SPECIFICATIONS.
INSTALL 12" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.
INSTALL 12" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.
INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 2,
SHEET D-3.1
JT JT JT
W W W
SD SD SD
SS SS SS
PROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020 AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.
INSTALL 18"X18" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.
INSTALL 12" MIN. STORM DRAIN LATERAL CONNECTION POINT.
INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE AT 1% MIN. PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 3, SHEET D-3.2. 5/11/2023
REGISTERED PROFESSIONAL ENGINEER
STATE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
9/30/23
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (3), May 11, 2023 11:45am, dsote
ENGI EERING N
DES GIN
PROFESSIONALS, INC.
L 0S 0S CA
05.602.6167 | EDPINC0 RPORATED.COM
0S
8 D-3.0
CONTRACTOR TO PROVIDE ACCESS
LADDER IN STORM DRAIN MANHOLE
LIFTS NOT EXCEEDING 12 INCHES
SLO REP DMA 1
5/11/2023
REGISTERED PROFESSIONAL ENGINEER
STATE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
9/30/23
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS, May 11, 2023 11:45am, dsote
ENGI EERING N
DES GIN
PROFESSIONALS, INC.
L 0S 0S CA
05.602.6167 | EDPINC0 RPORATED.COM
0S
8 LIFTS NOT EXCEEDING 12 INCHES
D-3.1
CONTRACTOR TO PROVIDE ACCESS
LADDER IN STORM DRAIN MANHOLE
5/11/2023
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LI-1.
0 IRRIGATION LEGEND AND NOTES
IRRIGATION NOTES
COMPLIANCE WITH MWELO
1. PROJECT INFORMATION - SEE COVER PAGE OF THIS DRAWING SET FOR ALL INFORMATION INCLUDING DATE, PROJECT APPLICANT AND OWNER, AND ADDRESS.
2. TOTAL LANDSCAPE AREA: 1,958 SF
SHRUBS GROUNDCOVER AND TREES - 1,958 SFTURF -0 SF
3. PROJECT TYPE - NEW CONSTRUCTION
4. WATER SUPPLY - POTABLE
5. CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENT PACKAGE:
X LANDSCAPE DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGSX IRRIGATION DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGSX GRADING DESIGN PLAN - PER CIVIL SHEETS
6. SEE SHEET L-3.12 FOR WATER EFFICIENT LANDSCAPE WORKSHEET7. SEE SHEET L-3.12 FOR WATER BUDGET CALCULATIONS (MAWA) AND (ETWU)
8. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE COMPLIANCE OPTION TO THE MWELO
__________________________________________________________________
LANDSCAPE ARCHITECT SIGNATURE AND LICENSE NUMBER
CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING ITEMS:
http://www.water.ca.gov/wateruseefficiency/docs/MWELO09-10-09.pdf
1. SOILS MANAGEMENT REPORT
Submit soil samples to a laboratory for analysis and recommendations. Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants.
The soil analysis may include: soil texture; infiltration rate determined by laboratory test or soil texture infiltration rate table; pH; total soluble salts; sodium; percent organic matter; and recommendations.
The soil analysis report shall be submitted to the local agency as part of the Certificate of Completion.
The soil analysis report shall be made available, in a timely manner, to the professional preparing the landscape design plans and irrigation design plans to make any necessary adjustments to the design.
The project applicant, or his/her designee, shall submit documentation verifying implementation of soil analysis report recommendations to the local agency with Certificate of Completion.
2. CERTIFICATE OF COMPLETION - SEE APPENDIX C OF THE MWELO
3. IRRIGATION SCHEDULING - PER SECTION 492.10 OF THE MWELO
4. SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE - PER SECTION 492.11 OF
THE MWELO
5. IRRIGATION AUDIT REPORT - PER SECTION 492.12 OF THE MWELO
WATER USE CALCULATIONS
SYMBOL MANUFACTURER/MODEL ARC PSI RADIUS
HUNTER RZWS-36-CV 25 360 30 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
RAIN BIRD XCZ-100-PRB-COM
MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
3GPM TO 20GPM.
RAIN BIRD XCZ-LF-100-PRF
LOW FLOW DRIP CONTROL KIT, 1" LOW FLOW VALVE, 3/4"PRESSURE REGULATING RBY FILTER, AND 30PSI PRESSURE REGULATOR. 0.2GPM-5GPM.
PIPE TRANSITION POINT ABOVE GRADEPIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD XERI-BUG XB
SINGLE OUTLET PRESSURE COMPENSATING DRIP EMITTER
INSTALLED ON 1/2" RAINBIRD DRIP DISTRIBUTION TUBING,
BARBED INLET, BLUE=0.5GPH, BLACK=1.0GPH, RED=2.0GPH.
30 Emitter Notes:
0.5 GPH emitters (1 assigned to each 1 gal plant)
Emitter Notes:
0.5 GPH emitters (1 assigned to each 1 gal plant)
Emitter Notes:
0.5 GPH emitters (1 assigned to each 1 gal plant)0.5 GPH emitters (1 assigned to each 4"pot plant)
1.0 GPH emitters (2 assigned to each 5 gal plant)1.0 GPH emitters (2 assigned to each 5 gal plant)1.0 GPH emitters (2 assigned to each 5 gal plant)
2.0 GPH emitters (2 assigned to each 15 gal plant)2.0 GPH emitters (2 assigned to each 15 gal plant)
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESBR-PRS-D
1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER
MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL
HANDLE, AND PRESSURE REGULATOR MODULE.
RAIN BIRD 44
1" QUICK COUPLER VALVE, TWO PIECE BODY, LOCKING
COVER.
LANDSCAPE PRODUCTS INC. CWV SLIP SOCKET
1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. SLIP SOCKET PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF DESIGNED FOR
IRRIGATION, SPAS, POOLS AND OTHER GENERAL COLD
WATER APPLICATIONS. 125 PSI RATING. SAME SIZE ASMAINLINE.
NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS
HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4" - 3"BUCKNER-SUPERIOR 3200 1"NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDESDIRTY WATER PROTECTION AND 3-WAY SOLENOID DESIGN.
AVAILABLE IN 1", 1-1/4", 1-1/2", 2", 2-1/2" AND 3" SIZES.
WILKENS MODEL 500
PRESSURE REDUCING VALVE, LINE SIZE.PRESSURE DOWNSTREAM REQUIRED IS 57.6 PSIFEBCO 825Y 1"
REDUCED PRESSURE BACKFLOW PREVENTER
CALSENSE CONTROLLER (24 STATIONS)
CS3-16-S1/CS3-LR/LR-STUBBY/FM-1B WITH ETHERNETCONNECTION
CALSENSE FLOW SENSOR (CITY STD)
CALSENSE MODEL FLOW SENSOR - 1 1/4" TEE INSERT.CAP FOR FUTURE USE STUB OUT MAINLINE FOR FUTURE USE. THE PRESSURE AND
FLOW PROVIDED TO THAT LOCATION ARE INDICATED NEXT
TO THE CAP SYMBOL.
WATER METER 1"WALLLACE GROUP FIRE-FLOW TESTWATER METER 3/4"WALLLACE GROUP FIRE-FLOW TESTWATER METER 3/4"WALLLACE GROUP FIRE-FLOW TEST IRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 80
C
XX
M2
M
M2
#"
#
Valve NumberValve SizeValve Flow
Valve Callout
#
IRRIGATION SCHEDULE
1 fd city mon
19set nl shiner
21set nl shiner2
22tcp
0 191.35 1 tyi ffd cty mon fd city mo fd city mon 13003 18fd city 1 91.35 fd city n. n cofd city mon fd city mon fd city mon fd city mon fd city mon fd city mon 200.003 s s 0 e
S
302 464 05.46 12 TREE
30465 205 6 .35 TREE
30205. 46642 23_12 TREE
30467 205.46 6 TRE
304 20 71 4.86 2DL
3047 20 2 5.92 DL
30473 205 D .26 L
30474 205.07 DL
30475 204.96 DL
304 2 76 05.04 DL
304 20 78 1. DL 12
30479 200.42 DL
304 199 80 D .57 L
304 197.87 D 11 L
30491 193.37 DL 2
304 19D 3.0 L 2
301 493 93.3 DL 2 0
30198. 50001 1P 1
30501 196 GUY.07
30502 190. PP 247
305 19003.33 PP 3
30504 190 GU.41 Y
30507 201.79 P 6
302 405.2
REE
049202
DL 2
30 050 90 4 GU.41 Y
40" TREE
28" TREE
36" OAK TREE
3 (
30 003 20 200.004 se
30 1 S 1300
0494 20 .89 0494 203049 326 OA 0 .89 OAK .89 OAK
305 1 0993.14 05 1 0993 305 28193.14REE 3.1 8 4 TRE 1 E 28 TR 193.14REE 8 T 2 30508 193.36 0508 134930 PINE 140 PIN 193 E 40 PIN 193.36NE 193 200 3
2 IRR IRR
W
FW
5033
W
W
W
W
W
W
W
W
CONTROLLER LOCATION C TRO
PROVIDE 120VAC AT THIS OVI E
LOCATION
CONNECT ON-SITE "A" VALVES AND NE N-SI
OFF-SITE "B" VALVES TO THIS CONTROLLER. OF "B" VES TO
MOUNT CONTROLLER TO INSIDE CORNER UNT NTR LL
OF FENCE. REFER TO REQUIRED OF ENC E
CLEARANCES IN DETAIL H, LP-5.2. CL ARA -5
C
NEW 3/4" METER PER CIVIL SHEETS 3bm dana 189.99 " danaPROVIDED BY: WALLACE GROUP FIRE FLOW PROVIDED PR OMAXIMUM DEMAND: 10.0 GPM MAVAILABLE PRESSURE: 80 PSI AILABL
STUB OUT MAINLINE FOR
OFF-SITE CONNECTION
LOW
LIMIT OF IRRIGATION IN THIS PHASE OF
WORK. COORDINATE INSTALLATION OFMAINLINE WITH STORMWATER CHAMBERS.
M IRR IRR
20GPM
50PSI
PROVIDE BUBBLERS ATEACH CONTAINER PERDETAIL F/LI-5.2
PROVIDE BUBBLERS AT CONTAINER
PER DETAIL F/LI-5.2
ROUTE LATERAL TO SECOND FLOOR
BALCONY THROUGH SLEEVE IN STRUCTURE,
SHOWN ON ARCHITECTURAL SHEETS
A1 -
1"
A2 1.1
1" LOW
A3 0.54
1" LOW
20GPM
30PSI
0 20 feet
1"=10'
10 30
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
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CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUISOBISPO, CA
MATCHLINE, SEE SHEET L1-1.2
IRRIGATION LEGEND
REFER TO SHEET LI-1.0 FOR IRRIGATION LEGEND AND NOTES
REFER TO OFF-SITE PLANS ETI S FF O OT P
REFER TO THEATRE PLANS O
NOT A PART N
REFER TO OFF-SITE PLANS
LI-1.1
IRRIGATION PLAN
KEY MAP
LI1.1
LI1.2
7 set chiseled x
pc
30495
194.71 WIRE TO HOUSE
30496
194.7 WIR
3 E TO HOUSE
30497
195 W
.30
IRE TO HOUSE
30498
195 WI
.48 RE TO HOUSE
304
195
9 WI
.80 RE TO HOUSE
0510 3
88.13 1
SMH INV -8.78 SSM
30512
190.66
SMH INV -7.86 S M
16" TREE
pc
202
0.0et p0
2 pc
20 .0et pc
0 1
0. pc
.0
se
201
0 se
202
0 se
16 W
FW
16" T
W W W W W W
W
W
REE
86 PROVIDE BUBBLERS ATEACH CONTAINER PERDETAIL F/LI-5.2
IRRIGATION LATERALS TO BE LOCATED WITHIN PLANTERSINSIDE THE PROPERTY LINE WHERE FEASIBLE MOD
CONNECT TO EXISTING 3/4" METER
M2
A4 8.9
1"
A5 2.7
1"
A6 1.5
1"
A7 -
1"
MOD
MOD
LOW
A8 -
1" LOW
0 20 feet
1"=10'
10 30
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
MATCHLINE, SEE SHEET LI-1.1
REFER TO OFF-SITE PLANS
REFER TO OFF-SITE PLANS
LI-1.2
IRRIGATION PLAN
IRRIGATION LEGEND
REFER TO SHEET LI-1.0 FOR IRRIGATION LEGEND AND NOTES
KEY MAP
LI1.1
LI1.2
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3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
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San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LI-5.1
IRRIGATION DETAILS
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
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San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LI-5.2
IRRIGATION DETAILS
PVC SCH 40 LATERAL LINE TO DRIP
TUBING, 18" LENGTH MINIMUM BEFORE
FIRST FITTING.
VALVE BOX WITH LOCKABLE LID
INLINE PRESSURE REGULATOR
ELECTRIC REMOTE CONTROL VALVE, SEE
IRRIGATION LEGEND FOR TYPE.
12" DEEP 3/4" WASHED
CRUSHED AGGREGATE
BASE
COMMON BRICK, ONE AT EACHCORNER FOR SUPPORT.
FINISH GRADE
INLINE WYE FILTER, SEE IRRIGATION
LEGEND FOR TYPE.
PRESSURIZED MAINLINE PIPE. SEE PLAN
FOR SIZE
COIL 18" LENGTH OF CONTROL WIRE
AND SPLICE WITH WATER-TIGHT SPLICE
CONNECTORS.
DRIP ZONE CONTROL VALVE
1/2" = 1'-0"
26" (JUMBO)
B
RRM-PA2-117
3" = 1'-0"
DRIP AIR RELIEF VALVE IN BOX
3 4
"X1"MPT ADAPTER.
1" FPTXMPT ELL.
AS SPECIFIED.AIR RELIEF VALVE
DRIPLINE OR 1/2" DRIP TUBING.
3 4
"FPT X 12" DRIP TUBING
ADAPTER.
DRIP TUBING COUPLING.
GRADE.FINISHED
6" DRIP BOX.
3" THICK LAYER OF WASHED
GRAVEL. THE BOX SHALL REST
UPON THE ROCK BED. DO NOTEXTEND GRAVEL INTO BOX.
C
RRM-PA2-118
1 1/2" = 1'-0"
DRIP FLUSH VALVE
10" DIAMETER VALVE BOX.
COIL 24" TO 30" OF DRIP TUBING IN THE BOX.
3 4
" PVC BALL VALVE WITH SHORT
NIPPLE.
1 2
" DRIP TUBING. SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL.
THE BOX SHALL REST UPON THE ROCK
BED. DO NOT EXTEND GRAVEL INTOBOX.
1 2
" DRIP TUBING TO 3 4" FPT ADAPTER.
D
RRM-PA2-119
FG
NOTES:
1. INSTALL VALVE BOX SO THAT THE TOP OF COVER IS 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1/2" IN TURF AREAS.
ONE CUBIC FOOT OF 3/4" CRUSHED ROCK.
VALVE BOX WITH LOCKING LID
MARKED "P.R."
PRESSURE REDUCING VALVE
3/4" = 1'-0" RRM-PA2-120
E
F
RRM-PA2-20
PLAN
FG
NATIVE SOIL
SCH. 40 P.V.C TEE SxSxT
LATERAL LINE, SIZE PER PLAN
SCH 80 PVC SWING JOINTTREE BACKFILL, SEE PLANTING DETAILS 3/4" WASHED CRUSHED AGGREGATE BASE
BUBBLER NOZZLE (ABOVE ROCK) ON RISER,
SEE IRRIGATION LEGEND
DEEP ROOT WATER SYSTEM ASSEMBLY,
W/ TAMPER PROOF GRATE. PROVIDE
FILTER FABRIC SLEEVE PER MANUFACTURER.ROOTBALL
TREE TRUNK
SECTION
LATERAL LINE, SIZE PER PLAN
SCH 80 PVC SWING JOINT
DEEP ROOT WATER
SYSTEM ASSEMBLY,
W/ TAMPER PROOF
GRATE. WRAP NYLON
MESH TUBE W/ FILTER
FABRIC
NOTES :
A. USE PIPE TEFLON TAPE ON ALL
PIPE THREADS. TIGHTEN THREADS
UNTIL MODERATELY SNUG (DONOT OVERTIGHTEN).
B. LOCATE TREE BUBBLER ON
ROOT BALL SIDE OF ROOT
CONTROL BARRIERS.
C. WHERE POSSIBLE, LOCATE TREE
BUBBLER AWAY FROM
ADJACENT HARDSCAPE AREAS
TO DISCOURAGE ROOT
GROWTH UNDER PAVING.
DEEP ROOT TREE BUBBLER
3/4" = 1'-0"
TREE ROOT BALL
A
RRM-PA2-116
6"
6"
F
02 EXISTING CONDITIONS
SYMBOL DESCRIPTION DETAIL
PERMANENT SHORING WALL BY OTHERS
12 SITE FURNISHINGS
SYMBOL DESCRIPTION DETAIL
TRASH AND RECYCLING RECEPTACLES. SURFACE MOUNT PER
MANUFACTURER.
PLANT CONTAINER, SIZE VARIES: SEE TABLE ON SHEET LP-1.0.
GREENSCREEN PANEL ENCLOSURE, 6' HIGH, SURFACE MOUNT PER MANUFACTURER'S INSTRUCTIONSGREENSCREEN ACCESS GATES, 6' HIGH, PER MANUFACTURER'S INSTRUCTIONSLASER CUT SCREEN - TYPE A. 1 PANEL (2’ HIGH X 4’ WIDE), MOUNTED TO WALL. CENTER HORIZONTALLY ON WALL, 36" FROM FLOOR TO BOTTOM OF PANEL.
TICKET MACHINE - REFER TO ARCHITECTURAL PLANS
26 ELECTRICAL
SYMBOL DESCRIPTION DETAIL
PARKING SIGN - OVERHEAD WALL MOUNTED PER CITY STANDARD.
SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.
32 EXTERIOR IMPROVEMENTS
SYMBOL DESCRIPTION DETAIL
DECORATIVE PLAZA PAVING - TYPE A. CONCRETE PAVERS, 8X24,D/LP-5.1
RUNNING BOND PATTERN,
DECORATIVE PLAZA PAVING - TYPE B. CONCRETE PAVERS, 4X12,D/LP-5.1
RUNNING BOND PATTERN,
DECORATIVE PLAZA PAVING - TYPE C. SEEDED BLACK PEBBLES IN E/LP-5.1 CONCRETE.
LANDSCAPE BOULDER A/LP-5.1
FENCE AND GATE - TYPE B (WROUGHT IRON) B/LP-5.2
FENCE AND GATE - TYPE C (BIKE CORRAL) H/LP-5.2
RECLAIMED CURB EDGING F/LP-5.1
02-0112-0512-0612-10
12-11
12-1212-1726-0232-1432-1532-1632-1832-2032-2132-23
REFERENCE NOTES SCHEDULE
TREES BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL CUPRESSUS SEMPERVIRENS `TINY TOWER` TM TINY TOWER ITALIAN CYPRESS 15 GAL LOW 10 A/LP-5.3 PODOCARPUS MACROPHYLLUS YEW PINE 15 GAL MODERATE 6 A/LP-5.3
PALM TREES BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL CHAMAEROPS HUMILIS CERIFERA BLUE FAN PALM (MULTI-TRUNK) 24"BOX LOW 1 B/LP-5.3
SHRUBS BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL AEONIUM X `PLUM PURDY` PLUM PURDY AEONIUM 5 GAL LOW 6 B/LOP-5.2AGAVE ATTENUATA `VARIEGATA` VARIEGATED AGAVE 5 GAL LOW 4 B/LOP-5.2 ANIGOZANTHOS `BIG RED` KANGAROO PAW 5 GAL LOW 1 B/LOP-5.2ASPARAGUS DENSIFLORUS "MYERS" FOXTAIL FERN 1 GAL MODERATE 9 B/LOP-5.2 BERBERIS NEVINII NEVIN MAHONIA 5 GAL LOW 18 B/LOP-5.2
CAMELLIA SASANQUA `OCTOBER MAGIC BRIDE` OCTOBER MAGIC BRIDE CAMELLIA 5 GAL MODERATE 10 B/LOP-5.2CLIVIA MINIATA ORANGE BUSH LILLY 5 GAL MODERATE 2 B/LOP-5.2 CORREA X `DUSKY BELLS` AUSTALIAN FUCHSIA 5 GAL LOW 1 B/LOP-5.2 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL LOW 13HEUCHERA `SANTA ANA CARDINAL` SANTA ANA CARDINAL CORAL BELLS 1 GAL MODERATE 14 B/LOP-5.2 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL LOW 11 B/LOP-5.2 NEPHROLEPIS CORDIFOLIA SWORD FERN 5 GAL MODERATE 12 B/LOP-5.2 OLEA EUROPAEA `LITTLE OLLIE` TM LITTLE OLLIE OLIVE 5 GAL LOW 7 B/LOP-5.2 POLYSTICHUM MUNITUM WESTERN SWORD FERN 5 GAL MODERATE 7 B/LOP-5.2ROSMARINUS OFFICINALIS `BLUE SPIRES` BLUE SPIRES ROSEMARY 5 GAL LOW 5 B/LOP-5.2 WOODWARDIA FIMBRIATA GIANT CHAIN FERN 15 GAL MODERATE 29 B/LOP-5.2
VINES BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL DISTICTIS BUCCINATORIA BLOOD RED TRUMPET VINE 5 GAL 1 D/LP-5.3FICUS PUMILA CREEPING FIG 15 GAL MODERATE 5 D/LP-5.3
GROUND COVERS BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY DETAIL SEDUM RUPESTRE `ANGELINA` YELLOW STONECROP 1 GAL LOW 18" o.c. 16 E/LP-5.3 SENECIO MANDRALISCAE BLUE FINGER 1 GAL LOW 24" o.c. 13 A/LOP-5.2
PLANT SCHEDULE
CONTAINER PLANT LEGEND
TYPE CONTAINER # QUANTITY FORM DETAIL
A A1, A2 (3) A1 (1) A2
B B1, B2 (4) B1 (1) B2
C C1 (4) C1
D D1 (1) D1 (2) D2
E E1, E2 (2 PAIRS) E1 (1 PAIR) E2
G
H
I
J
K
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REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
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Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUISOBISPO, CA
LP-1.0
PLANTING/ CONSTRUCTION LEGEND & NOTES
1. APPROVED PLANS - NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY OWNER. THE OWNER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR WITHOUTNOTIFICATION TO THE OWNER MAY BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK. THE CONTRACTOR SHALL
HAVE COPIES OF THE APPROVED PLANS FOR THIS PROJECT ON THE SITE AT ALL TIMES, AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.
2. UNDERGROUND UTILITIES - PRIOR TO BEGINNING ANY EXCAVATION OR BORING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL AGENCIES INVOLVED AND SHALL LOCATE ALL FACILITIES PRIOR TO THE EXCAVATION. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA), TOLL FREE AT 811 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION.
3. EXISTING UNDERGROUND UTILITIES - THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND FACILITIES, WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS, AND MAY NOT ACCURATELY REFLECT THE ACTUAL LOCATION OR ELEVATION. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR PROTECTING THE SAME DURING THE COURSEOF THE PROJECT. ANY DEVIATIONS FROM THE LOCATIONS SHOWN ON THE PLAN SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CITY GENERAL SERVICES AGENCY.
4. SAFETY - THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR SAFETY OF THE JOB SITE AND THE CONSTRUCTION WORK. THE
CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CITY INSPECTOR MAY NOTIFY THE
CONTRACTOR OF ANY UNSAFE CONDITIONS WHICH MAY BE OBSERVED, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY TAKING ALL SUCH MEASURES AS WILL CORRECT THE UNSAFE CONDITION.
5. PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY IN THE
VICINITY OF HIS WORK, AND SHALL EXERCISE DUE CAUTION TO ITS ORIGINAL CONDITION, ALL IMPROVEMENTS OR PROPERTY WHICH IS DAMAGED OR REMOVED (UNLESS DESIGNATED FOR REMOVAL ON THE PLANS) AS A RESULT OF HIS OPERATIONS.
6. SITE CONDITIONS - THE CONTRACTOR SHALL CONTINUALLY REVIEW JOB SITE CONDITIONS. CONDITIONS REQUIRING CONSTRUCTION DIFFERENT FROM THAT SHOWN ON THE PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD. ALL SUCH CHANGES TO THE CONSTRUCTION SHALL BE APPROVED BY THE OWNER PRIOR TO PROCEEDING WITH THE CONSTRUCTION.
7. CONTRACTOR'S RECORD OF CHANGES - THE CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL
CHANGES FROM THE CONSTRUCTION AS SHOWN ON THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER OF RECORD WITH A BASIS FOR THE PREPARATION OF RECORD DRAWINGS.
8. HOURS OF WORK - PROJECT CONSTRUCTION WITHIN 500 FEET OF ANY EXISTING BUSINESSES SHALL BE COORDINATED DIRECTLY WITH THE OWNER. A WORK SCHEDULE SHALL BE PROVIDED AND APPROVED BY THE OWNER INDICATING HOURS OF CONSTRUCTION PRIOR TO WORK COMMENCING.
9. EXISTING SURVEY MONUMENTS - THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYOR'S ACT AT THE CONTRACTOR'S OWN EXPENSE.
10. OFF-SITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR PERMISSION OF THE OFF-SITE PROPERTY OWNER AND THE SAN LUIS OBISPO CITY BUILDING DEPARTMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CLEANING CITY/STATE STREETS, CURBS, GUTTERS AND SIDEWALKS OF DIRT TRACKED FROM THE SUBJECT SITE. THE FLUSHING OF DIRT AND DEBRIS TO STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED. THE CLEANING SHALL BE DONE AFTER EACH DAY'S WORK OR AS DIRECTED BY THE PROJECT INSPECTOR.
12. ALL LARGE CONSTRUCTION EQUIPMENT IS TO BE EQUIPPED WITH "CRITICAL" GRADE NOISE MUFFLERS. NOISE LEVEL REDUCTIONS ASSOCIATED WITH THE USE OF "CRITICAL" RATHER THAN "STOCK" GRADE MUFFLERS CAN BE AS HIGH AS 5dBA. ENGINES WILL BE TUNED TO INSURE LOWEST POSSIBLE NOISE LEVELS. BACK UP BEEPERS ARE TO BE TUNED TO INSURE LOWEST POSSIBLE NOISE LEVELS AS ALLOWED BY OSHA.
13. IN THE EVENT THAT GRADING OR OTHER OPERATIONS DO UNCOVER BURIED ARTIFACTS, ALL CONSTRUCTION ACTIVITIES SHALL BE HALTED TO PREVENT FURTHER DISRUPTION OF THE NEWLY DISCOVERED ARCHAEOLOGICAL SITE. A QUALIFIED ARCHAEOLOGIST SHOULD THEN EVALUATE THE DISCOVERY AND RECOMMEND THE APPROPRIATE DISPOSITION OF THE RESOURCES. THE CITY GENERAL SERVICES AGENCY SHALL BE NOTIFIED. ALL STATE AND FEDERAL LAWS SHALL BE COMPLIED WITH.
14. CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING AT LEAST 7 DAYS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY SAN LUIS OBISPO CITY BUILDING INSPECTORS, THE OWNER AND THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE MEETING. THIS
MEETING SHALL INCLUDE THE SPECIAL INSPECTION REPORTING REQUIREMENTS, DISCUSSION OF THE EROSION CONTROL, DISABLED ACCESS COMPLIANCE & REPORTS REQUIRED. CALL CITY OF VENTURA FOR INSPECTIONS.
15. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RETAIL SHOPS DURING BUSINESS HOURS. COORDINATE DETOUR LOCATIONS WITH OWNERS PRIOR TO NECESSARY CLOSURES.
16. CONCRETE CUTTING REQUIRES COMPLETE RECOVERY OF THE SLURRY VIA VACUUM SYSTEM OR OTHER LIKE SYSTEM.17. WHEN POURING OR PATCHING CONCRETE, WASHOUT IS REQUIRED TO BE USED ONSITE.18. FURNISHINGS SURFACE MOUNTED IN CONCRETE PAVERS SHALL UTILIZE DETAIL B ON SHEET LP-5.1.
CONSTRUCTION NOTESPLANTING NOTES
1. REFER TO TREE PROTECTION PLAN ON SHEET LP-1.3
TREE PROTECTION NOTES
IRR IRR
W
FW
SS
W
W
G G G G
W
G
3+00
W
4+0
W
W
W
W
W
WIRR I
W
IRR
FW
W
W
W
W
W
+00
G G G G
SS
R 32-21
12-06
32-16
12-17
26-02
ON WEED BARRIER IN THIS AREA
CONSTRUCT 5'-WIDE TEMPORARY
DECOMPOSED GRANITE PATH
32-18
TEMPORARY
SHORING
FIELD ADJUST PLANTING
LAYOUT TO EFFECTIVELY
SCREEN BACKFLOW DEVICE.
PLACE 'WALK-ON' BARK FOR
TEMPORARY GROUNDCOVER
IN ALL EXPOSED EARTH AREAS
32-23
D TREE PROTECTION FENCING
D TREE PROTECTION FENCING
12-05
12-12
J
A SCREEN FENCE
02-01
A 6` FENCE ON PERMA FE
PROVIDE TEMPORARY SUPPORT TO TRAIN
VINE ONTO STAINLESS STEEL TRELLIS
12-06
PLANTER IS ON SECOND FLOOR OUTDOOR BALCONY,
SEE ARCHITECTURE SHEETS FOR DETAILS.
STAINLESS STEEL TRELLIS A
32-15
32-14
0 20 feet
1"=10'
10 30
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3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUISOBISPO, CA
LP-1.1
PLANTING/ CONSTRUCTION PLAN
MATCHLINE, SEE SHEET LP-1.2
NS A L P E TI S - F F O O T R EF E RR TO OFF-SITE PLANS E P TI S - F F O O T R E F E R
REFER TO OFF-SITE PLANS
PLANTING/ CONSTRUCTION LEGEND
REFER TO SHEET LP-1.0 FOR LEGEND AND NOTES
KEY MAP
LP1.1
LP1.2
G G G G G G G G G G
W
FW
SS
SS
W
W
W
W
W
W
W
W
^^^^^
^
^
^
^^
^
^
^
^^
^
^
^
^
^^
^
^
^
^^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^ ^
W 2+00
W
W
W 1+00
W
W
W
W
W
W
W
W
W
S
G
W
G
W
G
^
G
^
W
^
^
SS
^
^
^
^
G
^
^
W
^
^
^ ^
^
G
^
^
^
^
W
^
^
^
G
00 ^
^
^
^
^
W
^
^
G
FW
^
^
W
^
W
^
^
^
^
G
W
^
^ ^
^
^
^
G
^
^
^
^
S
^
SS
^
^
G
^ ^ ^ ^
G
^ ^ ^
^
^
^
^
^
^
^
^ ^
^
^
^
^
^
^
^
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^
^
^
^
^
^
^^
^
^
^
^^
^
^
^
^
^^
^
^
^
^
^
^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
^
^
^ ^ ^ ^
^
^
^
^
^
^
^
^
^
^
^
^^
^
^
^
^
^
^^
^
^
^
^
^
^ ^ ^ ^ ^ ^
12-05
32-14
32-16 TYP
32-16 TYP
32-23
32-23
CONTRACTOR TO SUPPLY
3 INCH LAYER OF BARKMULCH SET ON WEED
BARRIER IN THIS AREA
3-INCH LAYER OF BARK MULCH SETON WEED BARRIER IN THIS AREA 32-20
32-14
02-01
^ ^ ^ ^ ^ ^ ^ ^
12-17
12-12
^ ^ ^ ^
PLANTING TO BE LOCATED
TO SCREEN IRRIGATION
EQUIPMENT
^ ^
ABOVE
32-23
02-01
12-06
12-06
12-06
A SCREEN FENCE
12-10
12-10
12-11
12-11
12-10
12-10
0 20 feet
1"=10'
10 30
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUISOBISPO, CA
MATCHLINE, SEE SHEET LP-1.1
REFER TO OFF-SITE PLANS
REFER TOOFFSITE PLANS
LP-1.2
PLANTING/ CONSTRUCTION PLAN
PLANTING/ CONSTRUCTION LEGEND
REFER TO SHEET LP-1.0 FOR LEGEND AND NOTES
KEY MAP
LP1.1
LP1.2
26-02
PALM STREET
OMO STREET MO S NIPO
#01
#02
#03
#04
#05
#06
#07
#08
#09
#10
#11
#12
#13
#14
#15
#16
#17
#18 #19
#20
#21
#22
#23
#24
#25
#26
#27
#28
#29
#30
#31 #32
#33
#34
#35
#36
#37
#38
#40 #39 #41
#42 #43
#44
#45
#46
0 20 40 60 feet
1. ALL EXISTING TREES IDENTIFIED TO REMAIN SHALL
BE PRESERVED, PROTECTED, AND MAINTAINED.
2. PRIOR TO COMMENCEMENT OF CONSTRUCTION,
TEMPORARY TREE PROTECTION FENCING SHALL
BE PLACED AROUND THE EXISTING TREES
IDENTIFIED TO REMAIN TO DELINEATE THE TREE
PROTECTION ZONES. REFER TO PHASE 1B CIVIL
SHEETS C-2.2 AND C-2.3.
3. NO STORAGE OF HEAVY EQUIPMENT, MATERIALS,
OR CONSTRUCTION PARKING SHALL TAKE PLACEWITHIN THE TREE PROTECTION ZONE OF ANY EXISTING TREE IDENTIFIED TO REMAIN.
4. DEMOLITION AND / OR GRADING WITHIN THE
TREE PROTECTION ZONE DRIPLINE OF EXISTING
TREES IDENTIFIED TO REMAIN SHALL BE MINIMIZED
AND SHALL BE DONE UNDER THE DIRECTION ORSUPERVISION OF THE CITY'S ARBORIST WITH LIGHT (ONE TON OR LESS) RUBBER-TIRED EQUIPMENT,
OR BY HAND.
5. ALL PRUNING OF EXISTING TREES IDENTIFIED TO
REMAIN SHALL BE KEPT TO A MINIMUM AND
MUST FOLLOW CITY OF SAN LUIS OBISPO
STANDARDS.
6. ALL ROOT OR CROWN PRUNING SHALL BE
PERFORMED UNDER THE DIRECT SUPERVISION OF
THE PROJECT ARBORIST. NOTIFY THE PROJECT
ARBORIST AT LEAST 48 HOURS IN ADVANCE OFANY ROOT OR CROWN PRUNING ACTIVITY TO COORDINATE A SITE VISIT. CONTACT JAKE
MINNICK (PLA 6426, ISA CERTIFIED ARBORIST
WE-11830, ISA TRAQ,) AT (805) 543-1794 [email protected]
7. ANY TREE ROOTS ENCOUNTERED WITHIN THE TREE
PROTECTION ZONE THAT ARE OVER 1" IN
DIAMETER SHALL BE CLEANLY SEVERED WITH A
HAND OR RECIPROCATING SAWPERPENDICULAR TO THE DIRECTION OF GROWTH TO MINIMIZE THE SURFACE AREA OF THE WOUND.
ALL SEVERED ROOTS SHALL BE COVERED WITH
SOIL IN THE FINAL GRADING CONDITION AND
NO SEVERED ROOTS SHALL BE EXPOSED TO AIR
AND SUNLIGHT FOR MORE THAN 48 HOURS.
8. PRIOR TO COMMENCEMENT OF CONSTRUCTION,
CONTRACTOR SHALL OBTAIN TREE REMOVAL
PERMIT AS REQUIRED.
9. TREE REMOVAL SHOULD COMPLY WITH ALL
PROVISIONS OF SLOMC 12.24.090.
10. PROVIDE REPLANTING PLAN FOR REMOVED
TREES. OBTAIN NEW LOCATIONS AS REQUIRED
FROM CITY. INDICATE NEW LOCATIONS ON
CONTRACT DOCUMENTS.
11. WHERE TREES REMOVED AND NOT REPLANTED,
PROVIDE COMPENSATORY TREES. INDICATE
SPECIES AND SIZES OR NEW TREES REQUIRED
AND PROVIDE LOCATIONS FOR THEIR PLANTING.
COORDINATE LOCATIONS WITH CITY.
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REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
TREE PROTECTION PLAN
LP-1.
3 TREE PROTECTION AND
REMOVAL NOTES EXISTING TREES
TREE # GENUS DBH APPROX. STATUS
01 AFROCARPUS 40" REMAIN
02 JACARANDA 28" REMAIN03 JACARANDA 14" REMOVE
04 QUERCUS 36" REMAIN
05 ACACIA 3" REMOVE06 ACACIA 20" REMOVE
07 PHOENIX 30" REMOVE08 QUERCUS 10" REMOVE
09 PISTACIA 4" REMOVE
10 SCHINUS 18" REMOVE
11 SEQUOIA 60" REMOVE
12 QUERCUS 10" REMOVE13 CUPRESSUS 40" REMOVE
14 WASHINGTONIA 8" REMOVE
15 DRACAENA 22" REMOVE16 QUERCUS 20" REMOVE
17 SEQUOIA 8" REMOVE
18* CINNAMOMUM 16" REMOVE *
19 JACARANDA 4" REMOVE
20 PRUNUS 4" REMOVE
21 JACARANDA 6" REMOVE
22* JACARANDA 16" REMOVE *
23 JACARANDA 7" REMOVE
24 JACARANDA 5" REMOVE
25* PRUNUS 10" REMOVE *
26 PHOENIX 30" REMOVE
27 SYAGRUS 8" REMOVE
28* PRUNUS 16" REMOVE *
29 PHOENIX 30" RELOCATE
30 PISTACIA 3" REMOVE
31* PRUNUS 6" REMOVE *32* PRUNUS 6" REMOVE *
33 PISTACIA 3" REMOVE
34 PRUNUS 3" REMOVE
35 LOPHOSTEMON 16" REMAIN36 PRUNUS 3" REMOVE
37 PRUNUS 3" REMOVE
38 PRUNUS 4" REMOVE
39 PRUNUS 3" REMOVE
40 PRUNUS 3" REMOVE
41 CHITALPA 10" REMOVE
42 PRUNUS 6" REMOVE43 PRUNUS 3" REMOVE
44 CUPRESSUS 12" REMAIN*
45 HANDROANTHUS (3) 12" REMAIN*46 CITRUS 18" REMAIN*
* TREES 44, 45, AND 46 ARE ON
NEIGHBORING PROPERTIES
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LP-5.1
PLANTING AND CONSTRUCTION DETAILS
LANDSCAPE BOULDER INSTALLATION
BOULDER SIZING:PROVIDE QUANTITIES OF BOULDERS PER QUANTITIES SHOWN ON PLANS. BOULDER SIZES ARE LABELED ON PLANS PER THE SYMBOLS SHOWN BELOW:
SYMBOL SIZE RANGE
A 18-24"Ø
B 25-36"Ø
NOTES:
1. PROVIDE TYPICAL PHOTOGRAPHS OF BOULDERS FOR APPROVAL FROM AUTHORIZED REPRESENTATIVE PRIOR TO PURCHASING.
2. FINAL PLACEMENT AND DEPTH SHALL BE DETERMINED IN FIELD UNDER DIRECTION OF OWNER AND/OR LANDSCAPE ARCHITECT.
SET 1/3 DEPTH OF BOULDER
BENEATH FINISH GRADE.
SUBGRADE
DECORATIVE BOULDER.
SEE PLANS FOR LOCATION.
SET FACE UP WITH LEAST AMOUNTOF FISSURES, OR FAULTS.
PLANTER AREA PER PLANS
A
MOUNTING UNDER PAVERS
SITE FURNISHING, MOUNT PER
MANUFACTURE'S RECOMMENDATIONS
CONCRETE
PAD
MORTAR
PAVERS TO
CONCRETE
CUT PAVERS TO
FIT AROUNDFURNISHINGS
CONCRETE INTERLOCKING
PAVERS
4"
MIN
B
NOTE:
A. PROVIDE JOINTS PER DETAIL E ON LP5.1.
B. SEE DETAIL I, SHEET LP-5.1 IF ADJACENT TO EXISTING CONCRETE PAVING.
C. CONCRETE COLOR TO MATCH ADJACENT CONCRETE PAVING.
SEEDED PEBBLE PAVING
SEEDED PEBBLE BLEND, SET PEBBLES LEVEL ON WET
CONCRETE. TOP OF PEBBLES SHALL MATCH FINISHED
SURFACE OF ADJACENT PAVING. SEE ENLARGEMENt.
COMPACT SUBGRADE TO 95%
RELATIVE COMPACTION
#4 REBAR @24" O.C. BOTH WAYS, 3" CLR.
SEEDED PEBBLE BLEND
BLACK SMOOTH POLISHED PEBBLES
IN A RANDOM MIX OF SIZES (SEEINSET FOR EXAMPLE):
a. 25% - 0.5" TO 1" PEBBLES
b. 50% - 1" TO 1.5" PEBBLES
c. 25% - 1.5" TO 2" PEBBLES
F.S.
ADJACENT PAVING, PER PLANS
CLASS II AGG. BASE @ 95%
RELATIVE COMPACTION
E
STONE CURB EDGING
F.G.
10"
COMPACTED SUBGRADE
DRILL HOLE IN CENTER OF CURB. INSERT
REBAR AND MORTAR IN PLACE.
1 2
" THICK MORTAR
SETTING BED
#4 REBAR CONTINUOUS.
CENTER IN CONCRETE, BEND
PER PLAN VIEW ABOVE
NOTE:
CONTRACTOR TO
SELECT CURB PIECESTHAT ADJOIN AS
CLOSELY AS POSSIBLE,WITH 14" MAX GAP
BETWEEN CURB
SEGMENTS.
F.S.
ADJACENT
PAVING PER
CIVIL PLANS
STONE CURB, PER SPECIFICATIONS.
SET TOP OF CURB FLUSH WITH
ADJACENT RAISED CURBS. LOWER
SECTION OF CURB SHALL BE CUT TO
ADJUST FOR GRADE DIFFERENCES.
CUT SECTION TO BE PLACED FACING
DOWN ON MORTAR BED.
1"
3"
CONCRETE BASE
#4 REBAR, 1 PER BLOCK, TIE AND
ALTERNATE TAILS PER PLAN VIEW ABOVE.
CLASS II AGGREGATE BASE
F
3/16" WIDE x 1/3 DEPTH OF
SLAB SAWCUT JOINT
SAWCUT CONTRACTION
JOINT
CONSTRUCTION/COLD JOINT
EXPANSION JOINT
NOTES:
1. REFER TO MATERIALS PLANS
FOR JOINTLOCATIONS/LAYOUT.
2. PROVIDE ISOLATION JOINT
AGAINST ALL PREVIOUSLY
CONSTRUCTED FIXED
ELEMENTS.
3. INSTALL MANUFACTURED
DOWEL SYSTEMS PER
MANUFACTURER'S
INSTRUCTIONS.
4. SEAL ALL ISOLATION AND
EXPANSION JOINTS PER
MANUFACTURER'S
INSTRUCTIONS.
5. JOINTS SHALL EXTEND
COMPLETELY TO EDGE OFCONCRETE OR INTERSECTING
JOINT(S).
ISOLATION JOINT
1/2" ASPHALT EXPANSION JOINT,
RECESS 1/4" FROM FINISH SURFACE
PREVIOUSLY CONSTRUCTED FIXED ELEMENT
1/2" x 12" GALV. STEEL DOWEL
@ 24" O.C. UNLESS OTHERWISE
NOTED
R 1/8" 1/2" ASPHALT EXPANSION JOINT, RECESS 1/4" FROM FINISH SURFACE.
CAULK JOINT WITH WATERPROOF
SEALANT. COLOR AS APPROVED,
TO MATCH CONCRETE.
PRE-FORMED KEY R 1/8"
CONCRETE JOINTS G
4"
SEE DETAILS BELOW
FOR SLAB THICKNESS
CONCRETE - NEW TO EXISTING
ASPHALT EXPANSION
JOINT FILLER
1 2
" X 12" GALV. SMOOTH STEEL DOWEL
@18" O.C. TWO MIN. PER JOINT
DRILL HOLE IN EXISTING PAVING
AND EMBED BAR WITH HIGH
STRENGTH EPOXY
CAULKING
EXISTING CONCRETE PAVING NEW CONCRETE PAVING,
SEE PLAN FOR COLOR AND FINISH.SET FLUSH WITH EXISTING CONCRETE.
F
CONCRETE PAVERS
MORTARED JOINTS, FLUSH WITH PAVERS.COLOR PER SPECIFICATIONS
CONCRETE PAVING W/
#4 REBAR @ 18" BOTH
WAYS
SUBSOIL AT LEAST 93%
RELATIVE COMPACTION
W/ MOISTURE CONTENT
AT LEAST 3% ABOVE
OPTIMUM.
NOTES:
1. REFER TO PLANS FOR LOCATIONS OF
PEDESTRIAN PAVERS SET ON
CONCRETE.
2. SEE REFERENCE NOTE SCHEDULE
LP-1.0 FOR PAVER TYPE & COLOR.
LATEX MORTAR
SETTING BED
1/8" JOINT, TYP.
CONCRETE PAVERS
CLASS II AGG BASE @
95% COMPACTION
D
PLAZA PAVING
NOTES:
1. SEE REFERENCE NOTE SCHEDULE LP-1.0 FOR
PAVER TYPE AND COLORS.
3. CUT PAVERS TO FIT WHERE JOINING.
4. PAVERS LOCATED PER PLAN. STAGGER JOINTS
FOR PAVER ROW ALIGNMENT TO BE RANDOM.
DECORATIVE CONCRETEPLAZA PAVER TYPE A, SEEREFERENCE NOTE SCHEDULELP-1.0. RUNNING BONDPATTERN.
DECORATIVE CONCRETEPLAZA PAVER TYPE B, SEEREFERENCE NOTE SCHEDULE LP-1.0. RUNNING
BOND PATTERN.
H
STEEL EDGING AND PEA GRAVEL
NOTES:
A. STEEL EDGING SHALL HAVE INTERLOCKING
ENDS, AND USE LONGEST LENGTHS POSSIBLE.
B. LOCATE EDGING STAKES ON THE INSIDE (PEA
GRAVEL SIDE) OF PLANTER.
STEEL EDGING TO BE
FLUSH WITH SURFACING
ADJACENT SURFACE
REFER TO PLAN
PEA GRAVEL
SURFACING
GEOSYNTHETIC FABRIC
I
DECOMPOSED GRANITE PAVING, TYP.
STABILIZED DECOMPOSED GRANITE,
PLACE IN 2" MAX LIFTS @ 90% RELATIVE
COMPACTION
GEOSYNTHETIC FABRIC
SUBGRADE @ 90% RELATIVE
COMPACTION
J
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LP-5.2
PLANTING AND CONSTRUCTION DETAILS
3 4
" SQ. 18 GA. PICKET
2 12" SQ. 16 GA. POST
1 12" RAILS
3 1516" TYP.
WROUGHT IRON FENCE
BUTTERFLY SCROLL
ADORNMENTS
3'-4"
NOTE: ADORNMENTS INSTALLED PER MANUFACTURER
BALL CAP
ADORNMENTS
ACCESS GATE LATCH.
PER CITY
LOCINOX GATEHINGES (3) OR
APPROVED EQUAL
4" MAX
ARCHED GATE
EDGE OF PARKING
STRUCTURE
CONCRETE
FOOTING
12"
(4) #4 VERTICALS
#3 TIES @ 12" O.C.
(2) TIES AT TOP OF
DRILLED PIER
B
SCREEN FENCE
NOTES:
A. BASIS OF DESIGN IS "Standard FenceTrac"
SYSTEM, WITH HORIZONTAL 6'x6' PANELS.
B. FRONT OF FENCE SHALL FACE PARKING
STRUCTURE.
C. FOLLOW MANUFACTURER'S INSTRUCTIONS
FOR ADUSTING PANEL LENGTH, AND
STEPPING HEIGHT.
D. SEE NOTE 1, SHEET C-4.2 FOR PERMANENT
SHORING INFORMATION.
A
FRONT ELEVATION SECTION A
72' MAX.
2 1/2" x 2 1/2" x
16 GA. POST
2 1/2" x 2 1/2"
16 GA. POST
2 1/2" x 2 1/2" POST CAP
2 1/2" x 2 1/2" POST CAP 2 1/2" x 2 1/2" POST CAP
1" x 6" ALUMINUM
WOOD INFILL
1" x 6" ALUMINUM
WOOD INFILL
2" CHANNEL
2" CHANNEL
3" CHANNEL
3" CHANNEL
3" CHANNEL
#10 x 5/8 SELF-TAPPING
SCREW
1/4-20 UNC - 1.5 ROUND
HEAD SQUARE NECK BOLT IFI 100/107 - 1/4 - 20 -
PREVAILING TORQUE
TYPE HEX FLANGE NUT
IFI 100/107 - 1/4 - 20 - PREVAILING
TORQUE TYPE HEX FLANGE NUT
INSTALL RIVET WASHERS
ON BACK SIDE OF FENCE
3" CHANNEL
1" x 6" ALUMINUM WOOD INFILL
2" CHANNEL
FACE OF PERMANENT SHORING
PERMANENT
SHORING
PER APPROVED SHOP DRAWINGS
CENTER POST
IN SHORING
A BIKE CORRAL FENCE C - ANTI-CLIMB WITH SCREEN
FRONT ELEVATION SIDE ELEVATION
4" I BEAMS
ANTI-CLIMB WIRE
MESH PANEL
BB608 FRAMEU-BOLTS & NUTS,
SPACED PER MANF.
2" RAILS
HB621 SQUARE WASHERS,&
HB542 BOLT, B77484 NUTS.
SPACED PER MANF.
CONNECTION TO SOFFITT ABOVE BY WATRY
SEE DETAIL 4S9.1
ANTI-CLIMB WIRE
MESH PANEL
METAL SCREEN
FIELD DRILL CHANNEL AND
METAL SCREEN AND COUNTER
SINK MOUNTING HOLES.
LOCATE OPENINGS BETWEEN
MESH PANEL, EQUALLY SPACED
AT 12" OC, TYP. SECURELY BOLT
AND FASTEN SCREEN TO
CHANNEL RAILS AND PROVIDE
A VANDAL RESISTANT LOCK
NUT ON THE BACK SIDE OF ALL
BOLTS. BOLTS AND NUTS TO BE
GALV. COLOR: BLACK.
METAL SCREEN.
ATTACH TO RAILS.
REFER TO RAIL
CONNECTION
ENLARGEMENT.
ENLARGEMENT OF
RAIL CONNECTION
EQ EQ
SEE ARCH DWGS FOR
POST EMBED INFO
F
AA
BIKE CORRAL GATE C
36" 12" L.C. 5 8" - 2 12" H.C.
FRONT ELEVATION SIDE ELEVATION
4" I BEAM POST
2" SQ. X 12 GA.
GATE END
2" SQ. X 12 GA. GATE
RAIL, BEHIND MESH
3" X 12" X 10 12" GA.
ANTI-CLIMB MESH
GATE END
WELDED
ANTI-CLIMB MESH
10" X 2" X 316" PANIC/KICK
TUBE, WELD ALL AROUND
FLUSH W/ GATE END
SECTION A-A
WELD
GATE END
WELDED
ANTI-CLIMB
MESH
NOTE:
CONTRACTOR SHALL PROVIDE GATE OPERATING
HARDWARE AND LOCKING MECHANISM PER CITY
APPROVAL. GATE LATCH SHALL BE OPERABLE WITH
ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST.
THE FORCE REQUIRED TO ACTIVATE OPERABLE
PARTS SHALL BE 5 POUNDS MAXIMUM.
CONNECTION TO SOFFITT ABOVE BY
ARCHITECT, SEE DETAIL _, SHEET _
12 GA STEEL SMOOTH
KICKPLATE, 10" HIGH X
GATE WIDTH, COLOR:
BLACK. ATTACH TO
BOTH SIDES OF GATE
FRAME PER MANF.
PANIC/KICK
TUBE, SEESECTION A-A
ABOVE
PLAN VIEW
SEE ARCH DWGS FOR
POST EMBED INFO
PANIC BAR HARDWARE. VONDUPRIN OR APPROVED EQUAL
CITY STD. LOCKSET AND LEVERON SECURE SIDE
H BIKE ENCLOSURE PLAN
PLAN VIEW ENLARGEMENT
AT FENCE PANEL
FOOTING B
(CONDITION
AT COLUMNS)
FOOTING A
(TYPICAL)
4'-7" POST
SPACING
4'-9" POST
SPACING
6'-0" POST
SPACING
BIKE CORRAL H
GATE C
GATE
FOOTING
BIKE CORRAL F
FENCE C -
ANTI-CLIMB
WITH SCREEN
FENCEPOST
FENCE
POST
G
SEE CIVIL PLANS FOR
TREE PROTECTION ZONE
6-12 INCHES OF
MULCH PER SPECS
EXISTING TREE
F.G.
NOTES:
A. TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CLEARING, GRADING OR OTHER CONSTRUCTION ACTIVITY.
B. FENCE SHALL BE MINIMUM 5 FEET TALL CONSTRUCTED OF STURDY MATERIAL (CHAIN-LINK OR EQUIVALENT STRENGTH/ DURABILITY).
C. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2 FEET (MIN) INTO THE GROUND AND SPACED NOT MORE THAN 10 FEET APART.
D. A SIGN THAT INCLUDES THE WORDS, “WARNING: THIS FENCE SHALL NOT BE REMOVED WITHOUT THE EXPRESSED PERMISSION OF OWNER,” SHALL BE SECURELY ATTACHED TO THE FENCE IN A VISUALLY PROMINENT LOCATION
CHAIN LINK FENCING
TREE PROTECTION FENCING D
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CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LP-5.3
PLANTING AND CONSTRUCTION DETAILS
TREE PLANTING WITH WOOD STAKING
2x ROOTBALL WIDTH
TREE TIES, ATTACHED TO
ALLOW TREE TO MOVE
BUT STILL BE HELD FIRMLY
IN PLACE
TREE STAKES, TWO
PER TREE
MULCH PER SPECS
AMENDED NATIVE SOIL
TREE TRUNK
F.G.
DIRECTION OF
PREVAILING WIND
NOTES:
A. INSTALL ROOT BARRIER
WHEN TRUNK IS WITHIN 5'OF PAVING, 10' FROM
BUILDING.
TOP VIEW
BACKFILL MIX
ROOTBALL
A
PALM TREE PLANTING
SET TRUNK VERTICAL, PLUMB
FOR BARE ROOT, FIELD DUG, ORBALL & BURLAP SPECIMENS:FRONDS SHALL REMAIN TIED FOR 3 MONTHS AFTER PLANTING.
FOR CONTAINER GROWN TREES:
SHIPPING FROND TIES MAY BE
REMOVED AFTER INSTALLATION.
TIES SHALL BE ORGANIC TWINE
ONLY
PLANTING PIT 2-1/2 TIMES WIDTH OF ROOTBALL,
COVER WITH 4" DECOMPOSED GRANITE MULCH,
MAINTAIN 6" MIN. CLEARANCE AROUND ROOTBALL
'BREATHER TUBE': 3" DIA. PERF.
DRAIN PIPE. BACKFILL WITH
DRAIN ROCK. WRAP TUBE WITH
FILTER FABRIC BENEATH PLANT
BALL
ROOTBALL
PREPARED BACKFILL:
SALT-FREE WASHED
RIVER SAND. WATER JET
FOR FIRM COMPACTIONDRAIN-ROCK
4" DIA. x 4' DEEP DRAINAGE SUMP.
BACKFILL WITH DRAIN-ROCKNATIVE SOIL
DELIVER TREES WITH 'DIAMOND CUT' TRUNKS
(WHERE APPLICABLE)
INSPECTION CAP
B
2 TIMES ROOTBALL DIAMETER
3" LAYER OF MULCH, KEEP
CLEAR OF PLANT BASE
BACKFILL MIX
FERTILIZER TABLETUNCOMPACTED NATIVE SOIL
TOP OF ROOTBALL AT OR SLIGHTLYABOVE FINISH GRADE
SHRUB PLANTING C
PLANTING BACKFILL - PUDDLE AND SETTLE
TO SET PLANT AT FINISHED GRADE
2x WIDTH
OF ROOTBALL
VINE PLANTING
SET ROOTBALL TIGHT
TO FOOTING. REMOVE
MINOR EXCESS
CONCRETE IF REQUIRED.
ARBOR POST PER PLAN
REMOVE NURSERY STAKE. ENTWINE VINE ON NEW STAKE.
LEAN STAKE AGAINST STRUCTURE.
F.G.
PLANTING TABLET
COBBLE, KEEP CLEAR OF
TRUNK.
D
GROUNDCOVER SPACING
EQUAL
1/2 O.C. SPACING FROM
EDGE OF PAVING, BACK OF
CURB, OR BUILDING FACE
NOTE: GROUNDCOVER SHALL
BE TRIANGULARLY SPACED
PER THE ON-CENTER (O.C.)SPACING INDICATED ON THEPLANTING PLAN AND/OR
PLANTING LEGEND, UNLESS
OTHERWISE NOTED.
EDGE OF PLANTING AREA
PLANT PER PLANTINGPLAN, TYP.
E
NOTES:
A. INSTALL ROOT BARRIER WHEN
TRUNK IS WITHIN 5' OF
PAVING OR UTILITIES.
B. INSTALL ROOT BARRIER PER
MANUFACTURER'S
RECOMMENDATIONS. PLAN VIEW
PLANTING AREA
ROOT CONTROL BARRIER
(MAY BE REQUIRED ON BOTH
SIDES OF TREE)
PAVING OR UTILITIES
ROOT CONTROL BARRIER
CENTER OF TREE TRUNK
F
CONTAINER PLANTING -TYPE A
NOTES:
1. BACK OF CONTAINER TO BE FACE OF BUILDING, FENCE OR OTHER LESSER VIEWED SIDE.
2. REFER TO CONTAINER PLANT SCHEDULE ON SHEET LP-0.1 FOR OVERALL PLANT QUANTITIES.3. INSTALL 1 INCH MIN. LAYER OF BARK MULCH BETWEEN PLANTS AND OVER ALL EXPOSED SOIL.
4. REFER TO SPECIFICATIONS FOR CONTAINER SIZE, COLOR, AND MANUFACTURER.
BACK OF CONTAINER
OLO
OLEA EUROPAEA `LITTLE OLLIE` TM
(1) 5 gal (1) 5 gal
LAVANDULA STOECHAS "OTTO QUAST"
() g 3 1al
CONTAINER A1
(SUN)
CONTAINER A2 BACK OF CONTAINER
(SHADE) WOODWARDIA FIMBRIATA (1) 15 gal
NEPHROLEPIS CORDIFOLIA
(2) 1 gal
HEUCHERA `SANTA ANA CARDINAL`
(1) 1 gal (1) 1 gal
G
CONTAINER PLANTING - TYPE B
NOTES:
1. BACK OF CONTAINER TO BE FACE OF BUILDING, FENCE OR OTHER LESSER VIEWED SIDE.
2. REFER TO CONTAINER PLANT SCHEDULE ON SHEET LP-0.1 FOR OVERALL PLANT QUANTITIES.3. INSTALL 1 INCH MIN. LAYER OF BARK MULCH BETWEEN PLANTS AND OVER ALL EXPOSED SOIL.
4. REFER TO SPECIFICATIONS FOR CONTAINER SIZE, COLOR, AND MANUFACTURER.
BACK OF CONTAINER
CONTAINER B1
(SUN)
BACK OF CONTAINER
CONTAINER
B2(SHADE)
RHAPHIOLEPIS UMBELLATA `MINOR`
() g 1 5al
THYMUS VULGARIS
() 1 4"pot
WOODWARDIA FIMBRIATA
() g 1 15al
OPHIOPOGON JAPONICUS
() 1 4"pot
H
CONTAINER PLANTING -TYPE C
NOTES:
1. BACK OF CONTAINER TO BE FACE OF BUILDING, FENCE OR OTHER LESSER VIEWED SIDE.
2. REFER TO CONTAINER PLANT SCHEDULE ON SHEET LP-0.1 FOR OVERALL PLANT QUANTITIES.3. INSTALL 1 INCH MIN. LAYER OF BARK MULCH BETWEEN PLANTS AND OVER ALL EXPOSED SOIL.
4. REFER TO SPECIFICATIONS FOR CONTAINER SIZE, COLOR, AND MANUFACTURER.
BACK OF CONTAINER
CONTAINER C1
(SUN)
CONTAINER C2
(SHADE)
BACK OF CONTAINER
ANIGOZANTHOS `BIG RED`
(1) 1 gal (1) 1 gal
LANTANA MONTEVIDENSIS `WHITE LIGHTNIN`
() g 1 1al
OPHIOPOGON JAPONICUS
() 1 4"pot
AEONIUM ARBOREUM `ATROPURPUREUM`
(3) 1 gal (3) 1 gal
I
CONTAINER PLANTING -TYPE D
NOTES:
1. BACK OF CONTAINER TO BE FACE OF BUILDING, FENCE OR OTHER LESSER VIEWED SIDE.
2. REFER TO CONTAINER PLANT SCHEDULE ON SHEET LP-0.1 FOR OVERALL PLANT QUANTITIES.3. INSTALL 1 INCH MIN. LAYER OF BARK MULCH BETWEEN PLANTS AND OVER ALL EXPOSED SOIL.4. REFER TO SPECIFICATIONS FOR CONTAINER SIZE, COLOR, AND MANUFACTURER.
BACK OF CONTAINER
CONTAINER D1
(SUN)
CONTAINER D2
(SHADE)
BACK OF CONTAINER
AGAVE ATTENUATA `NOVA`
(1) 5 gal (1) 5 gal
SEDUM RUPESTRE `ANGELINA`
() 1 4"pot
NEPHROLEPIS CORDIFOLIA
(1) 1 gal (1) 1 gal
AJUGA REPTANS
(1) 4"pot
J
CONTAINER PLANTING -TYPE E
NOTES:
1. BACK OF CONTAINER TO BE FACE OF BUILDING, FENCE OR OTHER LESSER VIEWED SIDE.
2. REFER TO CONTAINER PLANT SCHEDULE ON SHEET LP-0.1 FOR OVERALL PLANT QUANTITIES.3. INSTALL 1 INCH MIN. LAYER OF BARK MULCH BETWEEN PLANTS AND OVER ALL EXPOSED SOIL.4. REFER TO SPECIFICATIONS FOR CONTAINER SIZE, COLOR, AND MANUFACTURER.
BACK OF CONTAINERS
(2 SIDE-BY-SIDE)
CONTAINER E1
(SUN)
CONTAINER E2
(PART SHADE)
BACK OF CONTAINERS
(2 SIDE-BY-SIDE)
ANIGOZANTHOS X `BUSH RANGER`
() g 4 1al
PHORMIUM `JACK SPRATT`
() g 4 1al
BOUGAINVILLEA X `BARBARA KARST`
() g2 15 al
CONTRACTOR
TO TRAIN AND
TIE VINES TO
GREEN SCREEN
ASPARAGUS DENSIFLORUS "MYERS"
(4) 1 gal (4) 1 gal
HEUCHERA `SANTA ANA CARDINAL`
(4) 1 gal (4) 1 gal
DISTICTIS X `RIVERS`
(2) 15 gal
CONTRACTOR
TO TRAIN AND
TIE VINES TO
GREEN SCREEN
1 1
K
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LP5.4
PLANTING AND CONSTRUCTION DETAILS
A
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REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
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watrydesign.com
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Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LOI-1.0
SYMBOL MANUFACTURER/MODEL PSI DETAIL
HUNTER RZWS-36-CV 25 30 A/LOI-5.1
HUNTER RZWS-36-CV 50 30 A/LOI-5.1
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
RAIN BIRD XCZ-LF-100-PRF
LOW FLOW DRIP CONTROL KIT, 1" LOW FLOW VALVE, 3/4"PRESSURE REGULATING RBY FILTER, AND 30PSI PRESSURE REGULATOR. 0.2GPM-5GPM.
B/LOI-5.1
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD XB-PC
SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS.
FLOW RATES OF 0.5 GPH=BLUE, 1.0 GPH=BLACK, AND 2.0
GPH=RED. COMES WITH A SELF-PIERCING BARB INLET X BARBOUTLET. 20 Emitter Notes:
05PC emitters (1 assigned to each 4"pot plant)05PC emitters (1 assigned to each 1 gal plant)05PC emitters (1 assigned to each 5 gal plant)05PC emitters (2 assigned to each 15 gal plant)05PC emitters (3 assigned to each 24"box plant)
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD 44-LRC
1IN. BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LANDSCAPE PRODUCTS INC. CWV SLIP SOCKET
1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. SLIP SOCKET PLASTIC BALL VALVE. SAME SIZE AS MAINLINE.
CALSENSE CONTROLLER (24 STATIONS)CONNECT TO ON-SITE CONTROLLER - SEE ON-SITE PLANS.
POINT OF CONNECTION - SEE ON-SITE PLANS
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 /IRRIGATION MAINLINE: PVC SCHEDULE 40 / PIPE SLEEVE: PVC SCHEDULE 80 /
C
IRRIGATION NOTES IRRIGATION SCHEDULE
1. CONTRACTOR SHALL SLEEVE ALL LATERALS AND MAINLINES RUNNING UNDER PAVING
2. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12-INCHES FROM SIDEWALKS, CURBS, ASPHALT AND CONCRETE SURFACES.
3. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK,
SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR
4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.
5. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THECONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.
6. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDINGWITH THE WORK IN QUESTION.
7. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS
OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.
SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER.
8. CONTRACTOR SHALL ADJUST HEADS AS NEEDED TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AREAS.
9. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24-INCHES COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.
11. PROVIDE PVC SHUTOFF VALVE FOR EACH VALVE.12. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK.
13. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PER THE OWNER. ADJUSTMENTS SHALL INCLUDE BUT WILLNOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES, AND ADJUSTING ARC PATTERNS TO ATTAIN 65% EFFICIENT UNIFORMITY AS REQUIRED BY THE OWNER.
14. CONTRACTOR SHALL SLEEVE ALL PIPE CROSSINGS UNDER HARDSCAPE. ALL SLEEVES UNDER
PAVING SHALL RECEIVE IDENTIFYING MARK ON TOP OF HARDSCAPE AT EDGE OF PLANTER TO INDICATE LOCATION OF SLEEVE. EXTEND ALL SLEEVES 18-INCHES BEYOND EDGE OF HARDSCAPE, TYP.
15. ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES SHALL BE LOCATED IN PLANTING AREAS 18-INCHES MIN. AWAY FROM ADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDING ENTRIES.
16. EXTRA VALVE WIRES SHALL BE PROVIDED FOR EACH VALVE STATION NOT USED ON PROPOSED CONTROLLER. UNLESS OTHERWISE NOTED ON PLANS, VALVE WIRES SHALL BE EXTENDED AND LOCATED IN TWO (2) VALVE BOXES EACH LOCATED AT POLAR OPPOSITEENDS OF THE PROJECT SITE.
17. FOR ALL DRIP AREAS: CONTRACTOR TO INSTALL AIR RELIEF VALVES, OPERATION INDICATORS AND FLUSH VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
18. CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED:
A. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL.
B. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES.
C. ALL ZONES SHALL PASS A COVERAGE TEST.
D. CONTROLLERS SHALL BE FULLY OPERATIONAL.
COMPLIANCE WITH MWELO
1. PROJECT INFORMATION - SEE COVER PAGE OF THIS DRAWING SET FOR ALL INFORMATION INCLUDING DATE, PROJECT APPLICANT AND OWNER, AND ADDRESS.
2. TOTAL LANDSCAPE AREA: 1,958 SF
SHRUBS GROUNDCOVER AND TREES - 1,958 SFTURF -0 SF
3. PROJECT TYPE - NEW CONSTRUCTION
4. WATER SUPPLY - POTABLE
5. CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENT PACKAGE:
X LANDSCAPE DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGSX IRRIGATION DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGSX GRADING DESIGN PLAN - PER CIVIL SHEETS
6. SEE SHEET L-3.12 FOR WATER EFFICIENT LANDSCAPE WORKSHEET7. SEE SHEET L-3.12 FOR WATER BUDGET CALCULATIONS (MAWA) AND (ETWU)
8. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE COMPLIANCE OPTION TO THE MWELO
__________________________________________________________________ ___________________
LANDSCAPE ARCHITECT SIGNATURE AND LICENSE NUMBER ARCHITECT SIGNATU CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING ITEMS:
http://www.water.ca.gov/wateruseefficiency/docs/MWELO09-10-09.pdf
1. SOILS MANAGEMENT REPORT
Submit soil samples to a laboratory for analysis and recommendations. Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants.
The soil analysis may include: soil texture; infiltration rate determined by laboratory test or soil texture infiltration rate table; pH; total soluble salts; sodium; percentorganic matter; and recommendations.
The soil analysis report shall be submitted to the local agency as part of the Certificate of Completion.
The soil analysis report shall be made available, in a timely manner, to the professional preparing the landscape design plans and irrigation design plans tomake any necessary adjustments to the design.
The project applicant, or his/her designee, shall submit documentation verifying implementation of soil analysis report recommendations to the local agency with Certificate of Completion.
2. CERTIFICATE OF COMPLETION - SEE APPENDIX C OF THE MWELO3. IRRIGATION SCHEDULING - PER SECTION 492.10 OF THE MWELO
4. SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE - PER SECTION 492.11 OF
THE MWELO
5. IRRIGATION AUDIT REPORT - PER SECTION 492.12 OF THE MWELO IRRIGATION SCHEDULE AND NOTES: OFF-SITE
STD. 8660STD. 8630STD. 8640
PALM STREET LM STREE
MO STREET
G G G G G G G G G G G G
W
FW
SS
SS
W
G
G
M
S
FW
W
SS
W
W
1.81 B4
1"
3 B5
1"
0.15 B6
1"
3 B7
1"
0.81 B8
1"
C
0.5 B9
1"
PLAN IS DIAGRAMMATIC. LOCATE ALL EQUIPMENT IN PLANTER
AREAS, AND ROUTE PIPES IN PLANTERS WHEREVER FEASIBLE.
PROVIDE PENETRATIONS THROUGH BIORETENTION
WALLS PER DETAIL 32, SHEET S-201. ONLY ONE PIPE
PER PENETRATION, TYPICAL FOR ALL INSTANCES.
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NO. DATE
DATE:DESIGN BY:DRAWN BY:
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CITY SPECIFICATION NO.
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PROJECT TITLE:
SHEET TITLE:
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SAN LUISOBISPO, CA
LOI-1.1
REFER TO SHEET LOP-1.0 FOR LEGEND AND NOTES
KEY MAP
LOP-1.1
MATCHLINE, SEE SHEET LOI-1.2
LOP-1.2
IRRIGATION PLAN: OFFSITE
S
S
DANA STREET
NIPOM
MONTEREY STREET
IRR IRR
SD SD
SD
SD
W
FW
SD
W
SS SS
G G G G
G
G
G
G
G
M
SD
SS
R
S
I
M
B1 1.0
1"
0.83 B3
1"
B2MO1.27
1"
PLAN IS DIAGRAMMATIC. LOCATE ALL EQUIPMENT IN PLANTER
AREAS, AND ROUTE PIPES IN PLANTERS WHEREVER FEASIBLE.
PROVIDE PENETRATIONS THROUGH BIORETENTION
WALLS PER DETAIL 32, SHEET S-201. ONLY ONE PIPE
PER PENETRATION, TYPICAL FOR ALL INSTANCES.
PROVIDE PENETRATIONS THROUGH
BIORETENTION WALLS PER DETAIL
32, SHEET S-201. ONLY ONE PIPE
PER PENETRATION, TYPICAL FOR
ALL INSTANCES.
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DATE:DESIGN BY:DRAWN BY:
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CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
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SAN LUISOBISPO, CA
LOI-1.2
REFER TO SHEET LOP-1.0 FOR LEGEND AND NOTES
MATCHLINE, SEE SHEET LOI-1.1
KEY MAP
LOP-1.1
LOP-1.2
IRRIGATION PLAN: OFFSITE
REFER TO ON-SITE PLANS FOR POINT OF CONNECTION
AND CONTROLLER INFORMATION.
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CITY SPECIFICATION NO.
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SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LOI-5.1
IRRIGATION DETAILS: OFFSITE
PLAN
FG
NATIVE SOIL
SCH. 40 P.V.C TEE SxSxT
LATERAL LINE, SIZE PER PLAN
SCH 80 PVC SWING JOINTTREE BACKFILL, SEE PLANTING DETAILS 3/4" WASHED CRUSHED AGGREGATE BASE
BUBBLER NOZZLE (ABOVE ROCK) ON RISER,
SEE IRRIGATION LEGEND
DEEP ROOT WATER SYSTEM ASSEMBLY,
W/ TAMPER PROOF GRATE. PROVIDE
FILTER FABRIC SLEEVE PER MANUFACTURER.
ROOTBALL
TREE TRUNK
SECTION
LATERAL LINE, SIZE PER PLAN
SCH 80 PVC SWING JOINT
DEEP ROOT WATER
SYSTEM ASSEMBLY,
W/ TAMPER PROOF
GRATE. WRAP NYLONMESH TUBE W/ FILTER
FABRIC
NOTES :
A. USE PIPE TEFLON TAPE ON ALL
PIPE THREADS. TIGHTEN THREADS
UNTIL MODERATELY SNUG (DONOT OVERTIGHTEN).
B. LOCATE TREE BUBBLER ON
ROOT BALL SIDE OF ROOT
CONTROL BARRIERS.
C. WHERE POSSIBLE, LOCATE TREE
BUBBLER AWAY FROM
ADJACENT HARDSCAPE AREAS
TO DISCOURAGE ROOT
GROWTH UNDER PAVING.
DEEP ROOT TREE BUBBLER
3/4" = 1'-0"
6"
TREE ROOT BALL
A
RRM-PA2-116
PVC SCH 40 LATERAL LINE TO DRIP
TUBING, 18" LENGTH MINIMUM BEFORE
FIRST FITTING.
VALVE BOX WITH LOCKABLE LID
INLINE PRESSURE REGULATOR
ELECTRIC REMOTE CONTROL VALVE, SEE
IRRIGATION LEGEND FOR TYPE.
12" DEEP 3/4" WASHED
CRUSHED AGGREGATE
BASE
COMMON BRICK, ONE AT EACHCORNER FOR SUPPORT.
FINISH GRADEINLINE WYE FILTER, SEE IRRIGATION
LEGEND FOR TYPE.
PRESSURIZED MAINLINE PIPE. SEE PLAN
FOR SIZE
COIL 18" LENGTH OF CONTROL WIRE
AND SPLICE WITH WATER-TIGHT SPLICE
CONNECTORS.
DRIP ZONE CONTROL VALVE
1/2" = 1'-0"
26" (JUMBO)
B
RRM-PA2-117
FG
NOTES:
1. INSTALL VALVE BOX SO THAT THE TOP OF COVER IS 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1/2" IN TURF AREAS.
ONE CUBIC FOOT OF 3/4" CRUSHED ROCK.
VALVE BOX WITH LOCKING LID
MARKED "P.R."
PRESSURE REDUCING VALVE C
3/4" = 1'-0" RRM-PA2-120
3" = 1'-0"
DRIP AIR RELIEF VALVE IN BOX
3 4
"X1"MPT ADAPTER.
1" FPTXMPT ELL.
AS SPECIFIED.AIR RELIEF VALVE
DRIPLINE OR 1/2" DRIP TUBING.
3 4
"FPT X 12" DRIP TUBING
ADAPTER.
DRIP TUBING COUPLING.
GRADE.FINISHED
6" DRIP BOX.
3" THICK LAYER OF WASHED
GRAVEL. THE BOX SHALL REST
UPON THE ROCK BED. DO NOTEXTEND GRAVEL INTO BOX.
D
RRM-PA2-118
1 1/2" = 1'-0"
DRIP FLUSH VALVE
10" DIAMETER VALVE BOX.
COIL 24" TO 30" OF DRIP TUBING IN THE BOX.
3 4
" PVC BALL VALVE WITH SHORT
NIPPLE.
1 2
" DRIP TUBING. SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL.
THE BOX SHALL REST UPON THE ROCK
BED. DO NOT EXTEND GRAVEL INTOBOX.
1 2
" DRIP TUBING TO 3 4" FPT ADAPTER.
E
RRM-PA2-119
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LOP-1.0
PLANTING& CONSTRUCTION LEGEND & NOTES: OFFSITE
1. APPROVED PLANS - NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY OWNER. THE OWNER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR WITHOUT NOTIFICATION TO THE OWNER MAY BE REJECTED AND WILL BE AT THE CONTRACTOR'SAND/OR OWNER'S RISK. THE CONTRACTOR SHALL HAVE COPIES OF THE APPROVED PLANS FOR THIS PROJECT ON THE SITE AT ALL TIMES, AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.
2. UNDERGROUND UTILITIES - PRIOR TO BEGINNING ANY EXCAVATION OR BORING, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONTACTING ALL AGENCIES INVOLVED AND SHALL LOCATE ALL FACILITIES PRIOR TO THE EXCAVATION. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA), TOLL FREE AT 811 AT LEAST 48HOURS PRIOR TO THE START OF ANY EXCAVATION.
3. EXISTING UNDERGROUND UTILITIES - THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND FACILITIES, WHERE
SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS, AND MAY NOT ACCURATELY REFLECT THE ACTUAL LOCATION OR ELEVATION. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR PROTECTING THE SAME DURING THE COURSE OF THE PROJECT. ANY DEVIATIONS FROM THE LOCATIONS SHOWNON THE PLAN SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CITY GENERAL SERVICES AGENCY.
4. SAFETY - THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR SAFETY OF THE JOB SITE AND THE CONSTRUCTION WORK. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CITY INSPECTOR MAY NOTIFY THE CONTRACTOR OF ANY UNSAFE CONDITIONS WHICH MAY BE OBSERVED, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY TAKING ALL SUCH MEASURES AS WILLCORRECT THE UNSAFE CONDITION.
5. PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE
PROPERTY IN THE VICINITY OF HIS WORK, AND SHALL EXERCISE DUE CAUTION TO ITS ORIGINAL CONDITION, ALL
IMPROVEMENTS OR PROPERTY WHICH IS DAMAGED OR REMOVED (UNLESS DESIGNATED FOR REMOVAL ON THE PLANS) AS A RESULT OF HIS OPERATIONS.
6. SITE CONDITIONS - THE CONTRACTOR SHALL CONTINUALLY REVIEW JOB SITE CONDITIONS. CONDITIONS REQUIRING CONSTRUCTION DIFFERENT FROM THAT SHOWN ON THE PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD. ALL
SUCH CHANGES TO THE CONSTRUCTION SHALL BE APPROVED BY THE OWNER PRIOR TO PROCEEDING WITH THE CONSTRUCTION.
7. CONTRACTOR'S RECORD OF CHANGES - THE CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE
RECORD OF ALL CHANGES FROM THE CONSTRUCTION AS SHOWN ON THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER OF RECORD WITH A BASIS FOR THE PREPARATION OF RECORD DRAWINGS.
8. HOURS OF WORK - PROJECT CONSTRUCTION WITHIN 500 FEET OF ANY EXISTING BUSINESSES SHALL BE COORDINATED DIRECTLY WITH THE OWNER. A WORK SCHEDULE SHALL BE PROVIDED AND APPROVED BY THE OWNER INDICATINGHOURS OF CONSTRUCTION PRIOR TO WORK COMMENCING.
9. EXISTING SURVEY MONUMENTS - THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYOR'S ACT AT THE CONTRACTOR'SOWN EXPENSE.
10. OFF-SITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR PERMISSION OF THE OFF-SITE PROPERTY OWNER AND THE SAN LUIS OBISPO CITY BUILDING DEPARTMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CLEANING CITY/STATE STREETS, CURBS, GUTTERS AND SIDEWALKS OF DIRT TRACKED FROM THE SUBJECT SITE. THE FLUSHING OF DIRT AND DEBRIS TO STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED. THE CLEANING SHALL BE DONE AFTER EACH DAY'S WORK OR AS DIRECTED BY THE PROJECT INSPECTOR.
12. ALL LARGE CONSTRUCTION EQUIPMENT IS TO BE EQUIPPED WITH "CRITICAL" GRADE NOISE MUFFLERS. NOISE LEVEL REDUCTIONS ASSOCIATED WITH THE USE OF "CRITICAL" RATHER THAN "STOCK" GRADE MUFFLERS CAN BE AS HIGH AS 5dBA. ENGINES WILL BE TUNED TO INSURE LOWEST POSSIBLE NOISE LEVELS. BACK UP BEEPERS ARE TO BE TUNED TO INSURE LOWEST POSSIBLE NOISE LEVELS AS ALLOWED BY OSHA.
13. IN THE EVENT THAT GRADING OR OTHER OPERATIONS DO UNCOVER BURIED ARTIFACTS, ALL CONSTRUCTION ACTIVITIES SHALL BE HALTED TO PREVENT FURTHER DISRUPTION OF THE NEWLY DISCOVERED ARCHAEOLOGICAL SITE. A QUALIFIED
ARCHAEOLOGIST SHOULD THEN EVALUATE THE DISCOVERY AND RECOMMEND THE APPROPRIATE DISPOSITION OF THE RESOURCES. THE CITY GENERAL SERVICES AGENCY SHALL BE NOTIFIED. ALL STATE AND FEDERAL LAWS SHALL BE COMPLIED WITH.
14. CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING AT LEAST 7 DAYS PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY SAN LUIS OBISPO CITY BUILDING INSPECTORS, THE OWNER AND THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE MEETING. THIS MEETING SHALL INCLUDE THE SPECIAL INSPECTION REPORTINGREQUIREMENTS, DISCUSSION OF THE EROSION CONTROL, DISABLED ACCESS COMPLIANCE & REPORTS REQUIRED. CALL CITY OF VENTURA FOR INSPECTIONS.
15. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RETAIL SHOPS DURING BUSINESS HOURS. COORDINATE DETOUR LOCATIONS WITH OWNERS PRIOR TO NECESSARY CLOSURES.
16. CONCRETE CUTTING REQUIRES COMPLETE RECOVERY OF THE SLURRY VIA VACUUM SYSTEM OR OTHER LIKE SYSTEM.17. WHEN POURING OR PATCHING CONCRETE, WASHOUT IS REQUIRED TO BE USED ONSITE.
CONSTRUCTION NOTES
PLANTING NOTES
1. REFER TO TREE PROTECTION PLAN ON SHEET LOP-1.4
TREE PROTECTION NOTES
1. PLANT LIST IS FOR CONVENIENCE OF CONTRACTOR
ONLY. IN CASE OF DISCREPANCIES BETWEEN THE PLANS
AND THE LIST, PLANS SHALL PREVAIL.
2. PLANT LOCATIONS SHOWN ON THE PLANS ARE
DIAGRAMMATIC. CONTRACTOR SHALL LOCATE ALL
PLANT MATERIAL UNDER THE DIRECTION OF THE
AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING HOLE
EXCAVATION.
3. THE AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT
TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONSTO THE PLANTING LAYOUT AS WORK PROGRESSES.
4. ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED
UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL INSTALL A 3-INCH LAYER OF
MULCH IN ALL PLANTING AREAS.
6. CONTRACTOR SHALL PROVIDE A ROOT CONTROL
BARRIER ON ALL TREES PLANTED WITHIN 10' OF EXISTING
OR PROPOSED UTILITIES, BUILDINGS, WALLS, AND
HARDSCAPE.
TREES BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL REMARKS GINKGO BILOBA 'FAIRMONT' FAIRMONT MAIDENHAIR TREE 36"BOX 4 A/LP-5.3 CITY STANDARD DETAIL 8520 SYAGRUS ROMANZOFFIANUM QUEEN PALM 15` B.T. LOW 3 C/LOP-5.2
SHRUBS BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL REMARKS ACHILLEA X `SASSY SUMMER SUNSET` SASSY SUMMER SUNSET YARROW 4"POT 72 B/LOP-5.2AGAVE X `BLUE FLAME` BLUE FLAME AGAVE 15 GAL LOW 24 B/LOP-5.2 JUNCUS PATENS 'ELK BLUE' SPREADING RUSH 1 GAL 198 B/LOP-5.2 LOMANDRA X 'LOLTCII' LIME SPRITZ™ LOMANDRA 1 GAL 299 B/LOP-5.2 OLEA EUROPAEA `LITTLE OLLIE` TM LITTLE OLLIE OLIVE 24"BOX LOW 2 B/LOP-5.2 4-6H AND W TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL LOW 59 B/LOP-5.2
GROUND COVERS BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY DETAIL REMARKS SENECIO MANDRALISCAE BLUE FINGER 1 GAL LOW 24" o.c. 37 A/LOP-5.2 OLO
PLANT SCHEDULE
02 EXISTING CONDITIONS
SYMBOL DESCRIPTION
TREE TO REMAIN - PROTECT IN PLACE. REFER TO TREE PROTECTION PLAN.
STREET LIGHT TO REMAIN - PROTECT IN PLACE.
12 SITE FURNISHINGS
SYMBOL DESCRIPTION
BENCH - INSTALL PER CITY STANDARD 9040.
TREE GRATE, 5' SQUARE - INSTALL PER CITY STANDARD 8130. 3-BIKE "HIGH-LOW" SINGLE-SIDED BIKE RACK - INSTALL PER MANUFACTURER INSTRUCTIONS.
BENCH - BACKLESS. INSTALL PER CITY STANDARD 9040.
26 ELECTRICAL
SYMBOL DESCRIPTION
PEDESTRIAN STREET LIGHT - INSTALL PER CITY STANDARD 7915. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.
ORIENTATION KIOSK SIGN - INSTALL PER CITY STANDARD. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 32 EXTERIOR IMPROVEMENTS
SYMBOL DESCRIPTION
CROSSWALK PAVING - BRICK TYPE A. PACIFIC CLAY "BEAR PATH HVR": BURGUNDY (72484000). HERRINGBONE PATTERN.
CROSSWALK BANDING - BRICK TYPE B. PACIFIC CLAY "BEAR PATH HVR": DARK IRON SPOT (72480800). SOLDIER COURSE.
STREET PAVING - BRICK TYPE C. PACIFIC CLAY "BEAR PATH HVR": HERRINGBONE PATTERN, COLOR BLEND MIX: 60% RED FLASHED, 25% MEDIUM IRONSPOT, 15% DARK IRON SPOT MISSION STYLE SIDEWALK TILE BANDING PER CITY STANDARD 4220.CONCRETE PAVING - SIDEWALK. INSTALL PER CITY STANDARD 4220. DAVIS COLOR: ADOBE. SALT FINISH.CONCRETE PAVING - CROSSWALK BANDING. INSTALL PER CITY STD 7355. DAVIS COLORS: CLIFFSIDE BROWN. SALT FINISH.CURB RAMP, INTEGRAL COLOR TO MATCH ADJACENT SIDEWALK - REFER CIVIL PLANS.
ROLLED CURB - REFER CIVIL PLANS.BIORETENTION PLANTER, SEE CIVIL DRAWINGS.
ASPHALT PAVING - REFER TO CIVIL PLANS
02-0202-03
12-01
12-0212-03
12-04
26-0126-0332-0132-0232-03
32-04
32-0532-06
32-07
32-0832-0932-13
REFERENCE NOTES SCHEDULE
BIORETENTION PLANTING NOTES
1. BIORETENTION PLANTING AREAS RECEIVE COMPOST
MULCH - NOT BARK MULCH. SUBMIT COMPOST FOR
APPROVAL.
2. DO NOT PLANT GRASSES OR SHRUBS DIRECTLY IN FRONT
OF CURB INLETS WHERE THEY WILL BLOCK WATERCONVEYANCE INTO PLANTER. FIELD ADJUST LAYOUT AS NECESSARY.
G G G G G G G G G G G G
W
FW
SS
SS
G
G
12-03
12-02
SIGHT DISTANCE TRIANGLE
32-13
12-03
02-02
12-04
26-03 SIGHT DISTANCE SIGHT DISTANCE TRIANGLE A TRIANGLE A TYP
02-02 TYP
SIGHT DISTANCE TRIANGLE B
PALM STREET
NIPOMO STREET
32-01
32-01
32-02
32-02
32-02
32-02
32-05
32-05
32-05 32-05
32-05
32-05
32-06
32-06
32-06
32-06
32-04
32-04
32-04
32-13
32-07
32-07
32-07
TYP
TYP 12-02
12-01 TYP
12-03
12-03
12-01 TYP
32-09
32-09
32-09
32-09
32-09
32-09
32-09
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LOP-1.1
REFER TO SHEET LOP-1.0 FOR LEGEND AND NOTES
KEY MAP
LOP-1.1
MATCHLINE, SEE SHEET LOP-1.2
LOP-1.2
PLANTING & CONSTRUCTION PLAN: OFF-SITE
S
S
IRR IRR
SD SD
SD
SD
W
FW
SD
W
SS SS
G G G G
G
G
G
G
G
32-07
02-02
02-02 02-02
32-07
02-03
12-01
32-08
32-07
32-07
32-07
26-03 26-01
02-02
02-02
DANA STREET
MONTEREY STREE
32-07
32-07
32-01
32-01
32-01
32-01
32-01
32-03
32-03
32-06
32-02 32-02
32-02
32-02
32-02
32-02
32-02
32-02
32-02 32-02
32-06 32-06
32-05
32-05
32-05
32-05
32-05 32-05
32-05 32-05
32-05
32-06
32-06
32-06
32-06
32-06
32-06
32-06
32-04
32-04
32-04
32-04
32-04
32-04
32-04
32-04
32-04
32-04
32-0432-04
32-04
32-13
32-13
32-13
32-07
32-07
32-07
32-07
NIPOMO STREET
12-01
32-09 32-09 32-09
32-09
32-09
32-09
32-09
32-09
32-09
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LOP-1.2
REFER TO SHEET LOP-1.0 FOR LEGEND AND NOTES
MATCHLINE, SEE SHEET LOP-1.1
KEY MAP
LOP-1.1
LOP-1.2
PLANTING & CONSTRUCTION PLAN: OFF-SITE
505
S
S
PALM STREET
OMO STREET O S MNIPO
#01
#02
#03
#04
#05
#06
#07
#08
#09
#10
#11
#12
#13
#14
#15
#16
#17
#18 #19
#20
#21
#22
#23
#24
#25
#26
#27
#28
#29
#30
#31 #32
#33
#34
#35
#36
#37
#38
#40 #39 #41
#42 #43
#44
#45
#46
0 20 40 60 feet
TREE PROTECTION PLAN
LOP-1.
4 rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:
SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
1. ALL EXISTING TREES IDENTIFIED TO REMAIN SHALL
BE PRESERVED, PROTECTED, AND MAINTAINED.
2. PRIOR TO COMMENCEMENT OF CONSTRUCTION,
TEMPORARY TREE PROTECTION FENCING SHALL
BE PLACED AROUND THE EXISTING TREES
IDENTIFIED TO REMAIN TO DELINEATE THE TREE
PROTECTION ZONES. REFER TO PHASE 1B CIVIL
SHEETS C-2.2 AND C-2.3.
3. NO STORAGE OF HEAVY EQUIPMENT, MATERIALS,
OR CONSTRUCTION PARKING SHALL TAKE PLACEWITHIN THE TREE PROTECTION ZONE OF ANY EXISTING TREE IDENTIFIED TO REMAIN.
4. DEMOLITION AND / OR GRADING WITHIN THE
TREE PROTECTION ZONE DRIPLINE OF EXISTING
TREES IDENTIFIED TO REMAIN SHALL BE MINIMIZED
AND SHALL BE DONE UNDER THE DIRECTION ORSUPERVISION OF THE CITY'S ARBORIST WITH LIGHT (ONE TON OR LESS) RUBBER-TIRED EQUIPMENT,
OR BY HAND.
5. ALL PRUNING OF EXISTING TREES IDENTIFIED TO
REMAIN SHALL BE KEPT TO A MINIMUM AND
MUST FOLLOW CITY OF SAN LUIS OBISPO
STANDARDS.
6. ALL ROOT OR CROWN PRUNING SHALL BE
PERFORMED UNDER THE DIRECT SUPERVISION OF
THE PROJECT ARBORIST. NOTIFY THE PROJECT
ARBORIST AT LEAST 48 HOURS IN ADVANCE OFANY ROOT OR CROWN PRUNING ACTIVITY TO COORDINATE A SITE VISIT. CONTACT JAKE
MINNICK (PLA 6426, ISA CERTIFIED ARBORIST
WE-11830, ISA TRAQ,) AT (805) 543-1794 [email protected]
7. ANY TREE ROOTS ENCOUNTERED WITHIN THE TREE
PROTECTION ZONE THAT ARE OVER 1" IN
DIAMETER SHALL BE CLEANLY SEVERED WITH A
HAND OR RECIPROCATING SAWPERPENDICULAR TO THE DIRECTION OF GROWTH TO MINIMIZE THE SURFACE AREA OF THE WOUND.
ALL SEVERED ROOTS SHALL BE COVERED WITH
SOIL IN THE FINAL GRADING CONDITION AND
NO SEVERED ROOTS SHALL BE EXPOSED TO AIR
AND SUNLIGHT FOR MORE THAN 48 HOURS.
8. PRIOR TO COMMENCEMENT OF CONSTRUCTION,
CONTRACTOR SHALL OBTAIN TREE REMOVAL
PERMIT AS REQUIRED.
9. TREE REMOVAL SHOULD COMPLY WITH ALL
PROVISIONS OF SLOMC 12.24.090.
10. PROVIDE REPLANTING PLAN FOR REMOVED
TREES. OBTAIN NEW LOCATIONS AS REQUIRED
FROM CITY. INDICATE NEW LOCATIONS ON
CONTRACT DOCUMENTS.
11. WHERE TREES REMOVED AND NOT REPLANTED,
PROVIDE COMPENSATORY TREES. INDICATE
SPECIES AND SIZES OR NEW TREES REQUIRED
AND PROVIDE LOCATIONS FOR THEIR PLANTING.
COORDINATE LOCATIONS WITH CITY.
TREE PROTECTION AND
REMOVAL NOTES EXISTING TREES
TREE # GENUS DBH APPROX. STATUS
01 AFROCARPUS 40" REMAIN
02 JACARANDA 28" REMAIN03 JACARANDA 14" REMOVE
04 QUERCUS 36" REMAIN
05 ACACIA 3" REMOVE06 ACACIA 20" REMOVE
07 PHOENIX 30" REMOVE08 QUERCUS 10" REMOVE
09 PISTACIA 4" REMOVE
10 SCHINUS 18" REMOVE
11 SEQUOIA 60" REMOVE
12 QUERCUS 10" REMOVE13 CUPRESSUS 40" REMOVE
14 WASHINGTONIA 8" REMOVE
15 DRACAENA 22" REMOVE16 QUERCUS 20" REMOVE
17 SEQUOIA 8" REMOVE
18* CINNAMOMUM 16" REMOVE *
19 JACARANDA 4" REMOVE
20 PRUNUS 4" REMOVE
21 JACARANDA 6" REMOVE
22* JACARANDA 16" REMOVE *
23 JACARANDA 7" REMOVE
24 JACARANDA 5" REMOVE
25* PRUNUS 10" REMOVE *
26 PHOENIX 30" REMOVE
27 SYAGRUS 8" REMOVE
28* PRUNUS 16" REMOVE *
29 PHOENIX 30" REMOVE
30 PISTACIA 3" REMOVE
31* PRUNUS 6" REMOVE *32* PRUNUS 6" REMOVE *
33 PISTACIA 3" REMOVE
34 PRUNUS 3" REMOVE
35 LOPHOSTEMON 16" REMAIN36 PRUNUS 3" REMOVE
37 PRUNUS 3" REMOVE
38 PRUNUS 4" REMOVE
39 PRUNUS 3" REMOVE
40 PRUNUS 3" REMOVE
41 CHITALPA 10" REMOVE
42 PRUNUS 6" REMOVE43 PRUNUS 3" REMOVE
44 CUPRESSUS 12" REMAIN*
45 HANDROANTHUS (3) 12" REMAIN*46 CITRUS 18" REMAIN*
* TREES 44, 45, AND 46 ARE ON
NEIGHBORING PROPERTIES
S
SD
SD
SD
G
G G
G
G
G
G
G
G
G
G
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
INTERSECTION &CROSSWALK ENLARGEMENTS: OFFSITE
LOP-4.1
0 8 feet
1" = 4'
4 12
CROSSWALK PAVING DETAIL PLAN
CROSSWALK PAVING - BRICK
TYPE A, HERRINGBONE PATTERN.
CROSSWALK BANDING - BRICK
TYPE B, SOLDIER COURSE
STREET PAVING - BRICK TYPE C,
HERRINGBONE PATTERN.
NOTES:
A. SEE SHEET LOP-1.0 FOR
BRICK TYPES AND COLOR
BLENDS.
B. INSTALL PAVERS PER
DETAIL E/LOP-5.2
PAVER PLAN VIEW A/C PAVING
CONCRETE CROSSWALK BANDING
WITH INTEGRAL COLOR PER CITY
STANDARD 7355.
1'-0"
PER PLANS
1 SEE DETAIL 1 AT LEFT
INTERSECTION ENLARGEMENT
NIPOMO STREET
MONTEREY STREET
rrmdesign.com | (805) 543-1794
3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LOP5.1
CONSTRUCTION DETAILS: OFF-SITE
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3765 S. Higuera, San Luis Obispo, CA 93401
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
LOP-5.2
GROUNDCOVER SPACING
EQUAL
1/2 O.C. SPACING FROM
EDGE OF PAVING, BACK OF
CURB, OR BUILDING FACE
NOTE: GROUNDCOVER SHALL
BE TRIANGULARLY SPACED
PER THE ON-CENTER (O.C.)SPACING INDICATED ON THEPLANTING PLAN AND/ORPLANTING LEGEND, UNLESSOTHERWISE NOTED.
EDGE OF PLANTING AREA
PLANT PER PLANTINGPLAN, TYP.
A
2 TIMES ROOTBALL DIAMETER
3" LAYER OF MULCH, KEEP
CLEAR OF PLANT BASE
BACKFILL MIX
FERTILIZER TABLETUNCOMPACTED NATIVE SOIL
TOP OF ROOTBALL AT OR SLIGHTLYABOVE FINISH GRADE
SHRUB PLANTING B
PALM TREE PLANTING
SET TRUNK VERTICAL, PLUMB
FOR BARE ROOT, FIELD DUG, ORBALL & BURLAP SPECIMENS:FRONDS SHALL REMAIN TIED FOR 3 MONTHS AFTER PLANTING.
FOR CONTAINER GROWN TREES:
SHIPPING FROND TIES MAY BE
REMOVED AFTER INSTALLATION.
TIES SHALL BE ORGANIC TWINE
ONLY
PLANTING PIT 2-1/2 TIMES WIDTH OF ROOTBALL,
COVER WITH 4" DECOMPOSED GRANITE MULCH,
MAINTAIN 6" MIN. CLEARANCE AROUND ROOTBALL
'BREATHER TUBE': 3" DIA. PERF.
DRAIN PIPE. BACKFILL WITH
DRAIN ROCK. WRAP TUBE WITH
FILTER FABRIC BENEATH PLANT
BALL
ROOTBALL
PREPARED BACKFILL:
SALT-FREE WASHED
RIVER SAND. WATER JET
FOR FIRM COMPACTIONDRAIN-ROCK
4" DIA. x 4' DEEP DRAINAGE SUMP.
BACKFILL WITH DRAIN-ROCKNATIVE SOIL
DELIVER TREES WITH 'DIAMOND CUT' TRUNKS
(WHERE APPLICABLE)
INSPECTION CAP
C
NOTES:
A. INSTALL ROOT BARRIER WHEN
TRUNK IS WITHIN 5' OF
PAVING OR UTILITIES.
B. INSTALL ROOT BARRIER PER
MANUFACTURER'S
RECOMMENDATIONS. PLAN VIEW
PLANTING AREA
ROOT CONTROL BARRIER
(MAY BE REQUIRED ON BOTH
SIDES OF TREE)
PAVING OR UTILITIES
ROOT CONTROL BARRIER
CENTER OF TREE TRUNK
D
PLANTING& CONSTRUCTION DETAILS: OFFSITE
BRICK PAVERS, ASTM C-1272
CONC POLYMERIC SAND JOINTS, TAN COLOR RETE PAVING
SUBGRADE COMPACTED TO
93% WITH MOISTURECONTENT AT LEAST 3%
ABOVE OPTIMUM.
NOTES:
1. REFER TO PLANS FOR LOCATIONS AND PATTERNS.
2. BRICK COLORS VARY - SEE REFERENCE NOTE SCHEDULE
LP-1.0 FOR PAVER TYPE & COLOR.
ADJACENT ASPHALT
PAVING
1/8" JOINT, TYP.
PAVERS IN ROADWAY
2-5/8"
1"
7"
#4 REBAR DOWEL AT 18"
O.C.
SAND SETTING BED
#4 REBAR @ 18"
BOTH WAYS.
CLASS II AGG BASE AT 95%
RELATIVE COMPACTION
E
FF=190.16
PARKING STRUCTURE
FF=201.40
BUILDING
(PHASE 4 - FUTURE)
1 1
EXISTING GROUND
7.9' 8.4' 8.5'
INSTALL STORMTECH MC-3500
CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS.
SEE STORMTECH DETAIL 2, SHEET D-3.1.
PROPOSED GROUND
INSTALL 30 MIL HDPE MOISTURE
BARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT
AT PERIMETER STONE
ELEV. = 182.87 BOT. OF STONE FOUND.
ELEV. = 183.62 BOT. OF CHAMBER
ELEV. = 183.79 24" INV.
ELEV. = 187.37 TOP OF CHAMBERELEV. = 188.37 TOP OF STONE ELEV. = 181.79 SUMP
ELEV. = 190.10 TG
CONTRACTOR TO
INSTALL TRACER TAPE
AND A MAGNETIC WIRE
AT WATER PROOFING
MEMBRANE.
FRONTAGE IMPROVEMENTS (BY OTHERS)
MONTEREY ST
CL
RW
EXISTING ASPHALT
(PUBLIC)
EXISTING GROUND
INSTALL STORMTECH MC-4500
CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS.
SEE STORMTECH DETAIL 1, SHEET D-3.0.
PROPOSED GROUND
RETAINING CURB
41.0' 14.15'
PARKING
STRUCTURE
STAIRS
INSTALL 30 MIL HDPE
MOISTURE BARRIER
LINER OR EQUIVALENT
AT PERIMETER STONE
1 1
INSTALL 30 MIL HDPE
MOISTURE BARRIER
LINER OR EQUIVALENT
AT PERIMETER STONE 191.86 BOT. OF STONE
190.80 SUMP
192.80 24" INV.
194.84 12" INV.
197.61 TOP OF CHAMBER
198.61 TOP OF STONE
192.94 12" INV.
197.80 12" INV.
11.80'
192.61 TOP. OF STONE
4" DIA. PER. WALL DRAIN PIPE PER SOILS
REPORT. WALL DRAIN TO DAYLIGHT
MARIFI 140N OR EQUIVALENT
PER SOILS REPORT
PERMEABLE DRAIN ROCK
PER SOILS REPORT
RETAINING WALL
2.38'
(FUTURE IMPROVEMENT)) (FUTURE IMPROVEMENT))
FF=201.40
BUILDING
(FUTURE)
198.61 TOP OF STONE
191.86 BOT. OF STONE
192.61 TOP. OF STONE
197.61 TOP OF CHAMBER
INSTALL STORMTECH MC-4500
CHAMBERS W/ MANHOLE PER
MANUFACTURER'S SPECIFICATIONS.
SEE STORMTECH DETAIL 1, SHEET D-3.0.
INSTALL 30 MIL HDPE
MOISTURE BARRIER
LINER OR EQUIVALENT
AT PERIMETER STONE
PERMANENT SHORING
(TYPICAL) (BY OTHERS)
PROPOSED GROUND
EXISTING GROUND
4.0'
(FUTURE IMPROVEMENT))
INSTALL 30 MIL HDPEMOISTURE BARRIERLINER OR EQUIVALENT
AT PERIMETER STONE
3.6'
CONTRACTOR TO
INSTALL TRACER TAPE
AND A MAGNETIC WIREAT WATER PROOFING
MEMBRANE.
R
E
G
ISTERED PROFESSIONAL ENGIN
E
E
R
STATE OF CA LIFORNIA
EXP.
CIV IL
NO. 81227
DANIEL A. SOTELO
9/30/23
REVISIONS
NO. DATE
DATE:DESIGN BY:DRAWN BY:
CHECKED BY:SCALESHEET NO:
watrydesign.com
San Jose, California
Irvine, California
CITY SPECIFICATION NO.
APPROVED BY:
PROJECT TITLE:
SHEET TITLE:
JOB NO.:
SAN LUIS OBISPO, CA
C:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (2), May 11, 2023 11:45am, dsote
ENGI EERING N
DES GIN
PROFESSIONALS, INC.
L 0S 0S CA
05.602.6167 | EDPINC0 RPORATED.COM
0S
8 D-3.2
NOTES:
1. NO TREES OR LARGE BUSHES ARE TO BE PLANTED OVER SEWER/STORM DRAIN PIPE
2. NATIVE MATERIAL MAY SUFFICE FOR BEDDING AND INITIAL BACKFILL - SEE SOILS REPORT3. CONTRACTOR TO INSTALL PIPE PER MANUFACTURER'S SPECIFICATIONS4. CONTRACTOR TO VERIFY MANUFACTURER'S MIN COVER AND LOADING REQUIREMENTS PRIOR TO CONSTRUCTION5. ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATER TIGHT. CONTRACTOR
TO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION S
FINISH GRADE
LANDSCAPE TOPSOIL,
WHERE OCCURS
NATIVE MATERIAL
@ 90% MIN R.C.
CLEAN SAND
@ 95% MIN R.C.
12" MIN SAND COVER
(HAND-TAMPED)
4" MIN SAND COVER
(HAND-TAMPED)
NON-VEHICULAR AREAS
S
PAVEMENT SECTION PER
GEOTECHNICAL REPORT
TOP 12" @ 95% MIN R.C.
NATIVE MATERIAL
@ 90% MIN R.C.
CLEAN SAND
@ 95% MIN R.C.
12" MIN SAND COVER
(HAND-TAMPED)
4" MIN SAND COVER
(HAND-TAMPED)
VEHICULAR AREAS
5/11/2023
(PER CITY STANDARD 5030)
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STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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MICHELLE WENDLER
TC TE HI
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NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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MICHELLE WENDLER
TC TE HI
ED ARC
NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
5(9,6,216
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No. 25066
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
5(9,6,216
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
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STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
5(9,6,216
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
5(9,6,216
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
5(9,6,216
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
5(9,6,216
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MICHELLE WENDLER TC TE HI ED ARC NS ECIL
STATE OF CALIFOR NIA
No. 25066
Exp. 05/31/2023
5(9,6,216
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