HomeMy WebLinkAboutPRR24191 Rourke 163 Serrano Heights
December 22, 2023
Plan Check Review # 1
Staff Response: Review #1 Review #2 Review #3 Review #4 (Additional Fees)
Applicant Response:
Please indicate here if any new changes have been made to the plans that are not a result of the corrections from
this list. Briefly describe the type of changes and their location on the plans.
Check one: _____yes ______no
Print Name:
If yes, please briefly describe the changes and where they are located on the plans:
Project Address 163 Serrano Heights Unit A
Project Name Rev Plan to add retaing wall and fence
Application Number PLREV-0587-2023 (BLDG-2017-2021 & GRAD-1857-2022)
Review of new Single Family Residence
Occupancy Class Click or tap here to enter text.
Construction Type Click or tap here to enter text.
Occupant Load Click or tap here to enter text.
Sprinklers Click or tap here to enter text.
1 2 3 4
Plan Check Review #1
163 Serrano Heights Unit A
PLREV-0587-2023 (BLDG-2017-2021 & GRAD-1857-2022)
Page 2
Engineering Development Review
Bridget Fraser bfraser@slocity.org 805-781-7192
☐ Ready for Action ☒ Needs Resubmit ☐ OK for Counter Re-Check
☒ Final Inspection Required (staff reminder: add yourself to final inspection in permit module)
General Comments:
1. Provide responses to each comment, as appropriate, and note on what page(s) in the plan set each item is
addressed. Include the name and phone # of the person(s) providing responses.
2. Please clarify drainage strategy now that the new wall appears to block upslope drainage. Looks like
drainage will hit back of wall and drain toward and pond in the lower corner.
3. Provide a cross-section of the wall and footings with dimension to PL. Verify wall and footing does not
cross property line. Provide construction details for the retaining wall and fence.
1
From:Buckley, Nick
Sent:Tuesday, April 11, 2023 4:16 PM
To:Nelson, Trevor
Subject:RE: 163 Serrano Heights Dr A
Perfect, thank you.
Nick Buckley
Code Enforcement Officer
Community Development
919 Palm Street, San Luis Obispo, CA 93401-3218
E nbuckley@slocity.org
T 805.783.7872
slocity.org
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From: Nelson, Trevor <tnelson@slocity.org>
Sent: Tuesday, April 11, 2023 2:58 PM
To: Buckley, Nick <nbuckley@slocity.org>
Subject: FW: 163 Serrano Heights Dr A
Setting up a time to meet the owner/builder John Rourke on site Tuesday 4/18.
He will be emailing me some photos of what he believes might be the retaining wall in question before then which I will
forward along.
Thank you,
Trevor Nelson
Supervising Building Inspector
Community Development
Building and Safety
919 Palm Street, San Luis Obispo, CA 93401-3218
E tnelson@slocity.org
T 805.781.7153
slocity.org
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2
From: Nelson, Trevor
Sent: Tuesday, April 11, 2023 2:42 PM
To: John Rourke <
Subject: 163 Serrano Heights Dr A
John,
Are you still active on this project? 163 Serrano Heights Dr A BLDG-2017-2021
Some questions were brought up to me about misc site work, but I don’t show any inspections since
9/02/22.
Can you give me a call when you get a chance?
Thank you,
Trevor Nelson
Supervising Building Inspector
Community Development
919 Palm St, San Luis Obispo, CA 93401-3218
E tnelson@slocity.org
T 805.781.7153
C 805.431.7160
slocity.org
Stay connected with the City by signing up for e-notifications
S13°41'28"E 144.61'S0°01'06"E 140.46'N0°00'53"E 100.87'S3°02'24"E 101.03'N89°56'08"W 200.35'S0°01'06"E 85.42'S89°56'08"E 121.00'S89°56'08"E 179.22'
W
W
W
W
W
W
W
W
W
W SSSSSSSSSSSSSSSSSSSSS89°56'08"E 86.82'
N82°31'28"
W
1
1
9
.
8
8
'
S89°56'20"E 94.62'
N89°56'08"W 100.00'N0°00'53"E 125.00'W W
W W
W W
W W
SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS400
39
5
405410415
420 SERRANO LANE(E) OVERHEAD
ELECTRICAL
(E) 6" SEWER LATERAL
(E) 8" WATER MAIN
(E) GAS MAIN
(E) FENCE
TO REMAIN
(E) POWER
POLE
(N) PROPOSED
DRIVEWAY
(N) AC PAVEMENT
TO WIDEN ROAD
(N) FIRE HYDRANT LATERAL
HYDRANT SHOWN FOR
COORDINATION ONLY
(E) RESIDENCE
TO REMAIN
(E) DRIVEWAY
TO REMAIN
(E) WATER
SERVICE
(N) WATER SERVICE LATERALS
METER BOXES SHOWN FOR
COORDINATION ONLY
(E) 60.00' ACCESS EASEMENT
PER 605-OR-244
(E) 10.00' WIDE ACCESS
EASEMENT
(E) 5.00' WIDE SEWER
EASEMENT
20.00'
12.00'20.00' PRIVATE ACCESS, PRIVATE UTILITYAND DRAINAGE EASEMENTSHARED ACCESS
DRIVEWAY
(E) SEWER LATERAL
FOR (E) RESIDENCE(E) SEWER LATERAL
FOR (E) RESIDENCE
(N) AC PAVEMENT
TO WIDEN ROAD12.00' PRIVATE ACCESS, PRIVATE UTILITYAND DRAINAGE EASEMENT20.00' PRIVATE
DRAINAGE EASEMENT
(E) 10.00' UTILITY
EASEMENT
(E) CENTERLINE OF POWER
POLE EASEMENT
10.00' MIN.12.00'(N) 4'-0" MAX RETAINING
WALL WITH FENCE
1
TITLE SHEETDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:58amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C001-NS.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC0.1
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23SHEET INDEX:
C0.1 TITLE SHEET
C0.2 NOTE SHEET
C0.3 CONDITIONS OF APPROVAL & MITIGATIONS
C0.4 CONDITIONS OF APPROVAL & MITIGATIONS
C1.1 GRADING, DRAINAGE, & UTILITY PLAN
C1.2 FIRE ACCESS
C1.3 DETAIL SHEET
C2.1 EROSION CONTROL PLAN
C2.2 EROSION CONTROL DETAILS
PROJECT INFORMATION:
163 SERRANO HEIGHTS DR
SAN LUIS OBISPO, CA 93405
APN#:052-061-034
EXISTING LOT SIZE:1.56 ACRES
PROPOSED LOTS:SEE PLAN
ZONING:R-1
PROJECT TEAM:
OWNERS INFORMATION
JOHN ROURKE
163 SERRANO HEIGHTS DR.
SAN LUIS OBISPO, CA 93405
805.440.4973
PROJECT CIVIL ENGINEER & AGENT
ABOVE GRADE ENGINEERING
245 HIGUERA STREET
SAN LUIS OBISPO, CA 93401
805.540.1515
PREPARED BY:
SCOTT STOKES, PRESIDENT, PE 58256
ABOVE GRADE ENGINEERING
245 HIGUERA STREET
SAN LUIS OBISPO, CA 93401
VICINITY MAP: SAN LUIS OBISPO
LEGEND:
(E) ASPHALT TO REMAIN
(N) ASPHALT CONCRETE (AC) PAVEMENT
( IN FEET )
1 INCH = FT.
10 2020
20
400
SITE PLAN
SCALE: 1" = 20'
SCOPE OF WORK:
THE SCOPE OF WORK FOR THIS PROJECT INCLUDES THE GRADING
ACTIVITIES NECESSARY TO COMPLETE THE WIDENING OF SERRANO
HEIGHTS, A NEW ASPHALT PAVEMENT ACCESS DRIVEWAY TO PROVIDE FIRE
ACCESS, A NEW PRIVATE DRIVEWAY FOR THE EXISTING RESIDENCE,
TRENCHING FOR UTILITY STUBS, AND 170 LINEAR FEET OF RETAINING
WALL.
COORDINATION ONLY FEATURES:
UTILITY FEATURES SUCH AS THE FIRE HYDRANT AND WATER METER BOXES
ARE SHOWN FOR COORDINATION ONLY. THE FIRST BUILDING PERMIT
SUBMITTED FOR ONE OF THE THREE UNDEVELOPED LOTS SHALL BE
CONDITIONED TO INSTALL THE FIRE HYDRANT AND WATER METER BOXES.
GRIND ASPHALT
1
1
NOTE SHEETSTANDARD GRADING AND DRAINAGE NOTES:
1.ALL GRADING AND CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED FOR THIS PROJECT, THE CITY OF SAN LUIS OBISPO
STANDARD SPECIFICATIONS, LATEST EDITION, AND TO THE SATISFACTION OF THE SOILS ENGINEER.
2.THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE OWNER AND ITS OFFICIALS, THE ENGINEER, AND THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR
ENFORCING SAFETY REGULATIONS.
3.THE PAVING STRUCTURAL SECTION SHALL BE BASED ON THE SOILS TESTS PERFORMED AT THE TIME OF CONSTRUCTION AND A T.I. OF 8.5. R-VALUE TO BE DETERMINED AT TIME OF CONSTRUCTION
BY SOILS ENGINEER.
4.ALL CONTACT SURFACES BETWEEN ORIGINAL GROUND AND RECOMPACTED FILL MATERIAL SHALL BE EITHER HORIZONTAL OR VERTICAL (PER SECTION 19 CALTRANS STANDARD SPECIFICATIONS
DATED JULY 2010).
5.FILL MATERIAL SHALL BE SPREAD IN LIFTS AS REQUIRED BY THE GEOTECHNICAL INVESTIGATION REPORT AND THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS. FILL OPERATIONS SHALL
BE OBSERVED BY THE SOILS ENGINEER. THE MATERIALS FOR ENGINEERED FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. ANY IMPORTED MATERIALS MUST BE APPROVED BEFORE
BEING BROUGHT TO THE SITE. THE MATERIALS USED SHALL BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS.
6.OVER EXCAVATION, REPLACEMENT AND COMPACTION REQUIREMENTS SHALL CONFORM TO THE GEOTECHNICAL INVESTIGATION REPORT AND THE CITY OF SAN LUIS OBISPO SPECIFICATIONS.
7.FIELD DENSITY TESTS SHALL BE MADE UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER ON EACH COMPACTED LAYER. AT LEAST ONE (1) TEST SHALL BE MADE FOR EACH FIVE-HUNDRED
(500) CUBIC YARDS, OR A FRACTION THEREOF, PLACED WITH A MINIMUM OF TWO (2) TESTS PER LAYER IN ISOLATED AREAS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
8.UPON COMPLETION OF THE GRADING OPERATION, THE GEOTECHNICAL ENGINEER SHALL CERTIFY THAT ALL GRADING COMPLIES WITH THE RECOMMENDATIONS OF THE SPECIFICATIONS AND THE
REFERENCED GEOTECHNICAL INVESTIGATION REPORT.
9.EXPORT MATERIAL (IF ANY) SHALL BE DISPOSED OF IN AN ACCEPTABLE LOCATION.
10.THE OWNER OR THE ENGINEER OF RECORD SHALL REQUIRE EROSION CONTROL DEVICE INSTALLATION WITHIN ANY DOWNSTREAM DRAINAGE FACILITY, UPON APPROVAL BY THE CITY OF SAN LUIS
OBISPO.
11.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCKPILED AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
12.ALL PROTECTIVE DEVICES DIRECTED TO BE INSTALLED BY THE CONTRACTOR SHALL BE IN PLACE AT THE END OF EACH WORK DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY EXCEEDS 40%.
13.POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL MANMADE SLOPES. NO RUNOFF MAY BE CONCENTRATED. CONCENTRATED DRAINAGE IS NOT ALLOWED ACROSS PUBLIC SIDEWALKS.
14.PERMANENT DUST CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES PER OWNERS LANDSCAPE NEEDS. OWNER
TO HYDROSEED DISTURBED GROUND AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE.
15.EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES MORE THAN THREE (3) WEEKS AFTER INITIAL GRADING SHALL BE SOWN WITH A FAST GERMINATING NATIVE GRASS
SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED.
16.AN EROSION CONTROL PLAN IS REQUIRED AT ALL TIMES DURING CONSTRUCTION.
17.CUT OR FILL SLOPES SHALL BE NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL (2:1) WITHOUT JUSTIFICATION FROM THE GEOTECHNICAL ENGINEER.
18.ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE
COMPLETED NO LATER THAN THIRTY (30) DAYS PRIOR TO REQUEST FOR FINAL APPROVAL.
19.DUST CONTROL IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
20.ALL DISTURBED AREA SHALL BE HYDRO-SEEDED OR PLANTED WITH APPROVED EROSION CONTROL VEGETATION AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE.
21.ALL GRADING SHALL CONFORM TO THE CURRENT EDITION OF THE CBC.
22.MINIMUM SETBACK TO CREEKS AND BLUFFS SHALL BE MAINTAINED. MINIMUM SETBACK OF TWO FEET FROM ALL PROPERTY LINES WILL BE MAINTAINED FOR ALL GRADING.
23.MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 5% FOR THE FIRST 5 FEET AROUND PERIMETER IN LANDSCAPED AREAS.
24.UNLESS NOTED OTHERWISE, CONTRACTOR TO PROTECT ALL TREES IN PLACE.
25.THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING AROUND INLETS AND OUTLETS OF STORM DRAIN PIPES TO THE SATISFACTION OF THE CITY ENGINEER.
26.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION
APPROVALS.
27.CONTACT THE CITY ARBORIST AT 781-7023 TO REVIEW THE PROPOSED TREE PROTECTION MEASURES PRIOR TO COMMENCING WITH ANY DEMOLITION, GRADING, EXCAVATION, OR CONSTRUCTION.
ANY SAFETY PRUNING OR THE CUTTING OF SUBSTANTIAL ROOTS SHALL BE APPROVED BY THE CITY AND COMPLETED BY A CITY-APPROVED ARBORIST. CONTACT THE CITY ARBORIST AT LEAST 48
HOURS PRIOR TO CONSTRUCTION IN AREAS WHERE TREE PROTECTION AND INSPECTION IS REQUIRED.
28.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY OR WITHIN CITY EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING AN
ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER AND FIRE SERVICE LATERALS, CURB GUTTER AND SIDEWALK, DRIVEWAY APPROACHES,
SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN
THE RIGHT-OF-WAY.
29.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.
30.NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. THE DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR
TO STARTING OF CONSTRUCTION AND OF THE TIME & LOCATION OF THE PRECONSTRUCTION CONFERENCE. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO
THE DEPARTMENT OF PUBLIC WORKS WILL BE REJECTED AND WILL BE AT THE CONTRACTORS AND/OR OWNER'S RISK.
31.ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE LATEST CITY STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE
DEPARTMENT OF PUBLIC WORKS. THE CURRENT ADOPTED STANDARDS ARE DATED MAY 2018.
32.A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING
INSPECTOR AND PUBLIC WORKS INSPECTOR SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF SUBDIVISION IMPROVEMENTS AND INSPECTION RESPONSIBILITIES.
33.THE PUBLIC IMPROVEMENTS SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY
BUILDING.
34.CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST 48 HOURS NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION.
35.ANY SECTION OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.
36.THE ELEVATION AND COMPONENT SIZING OF THE DRAINAGE SYSTEM INCLUDING BUT LIMITED TO DETENTION BASINS, PARKING LOT DETENTION CURB ELEVATIONS, DRAINAGE PIPING, INLETS, WEIR
ELEVATIONS, AND ORIFICES SHALL BE CERTIFIED BY A LICENSED ENGINEER OR SURVEYOR.
37.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF
THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. THE CURRENT ADOPTED STANDARDS ARE DATED MAY 2018.
38.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECT IN PLACE OR SHALL BE TIED OUT BY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN
ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.
39.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS,
CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.
40.THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY.
41.HAND DIGGING IS REQUIRED WITHIN THE DRIP LINE OF TREES TO REMAIN; ANY EXPOSED ROOTS SHALL BE OBSERVED BY CITY ARBORIST BEFORE REMOVING. CONTACT CITY ARBORIST RON
COMBS AT 781-7023 BEFORE COMMENCING WITH CONSTRUCTION, GRADING OR EXCAVATIONS.
42.ONE 15-GALLON STREET TREE IS REQUIRED FOR EACH 35 LINEAL FEET OF FRONTAGE OR FRACTION THEREOF. TREE SPECIES AND PLANTING REQUIREMENTS SHALL BE PER CITY ENGINEERING
STANDARDS.
APPROXIMATE EARTHWORK INFORMATION:
CUT 60 CY
FILL 10 CY
NET 70 CY
MAX DEPTH OF CUT 1.5 FT
MAX DEPTH OF FILL 0.5 FT
AREA OF DISTURBANCE 0.07 AC
NOTE:THE EARTHWORK QUANTITIES SHOWN ARE FOR BONDING AND ESTIMATING PURPOSES
ONLY AND ARE CALCULATED FROM APPROXIMATE SUBGRADE TO EXISTING SURFACE.
THE QUANTITIES DO NOT TAKE CERTAIN FACTORS INTO ACCOUNT, INCLUDING, BUT
NOT LIMITED TO SUBGRADE, AREA OF OVEREXCAVATION AND RECOMPACTION,
SHRINKAGE AND EXPANSION OF THE SOIL. THE CONTRACTOR IS RESPONSIBLE FOR
CALCULATING EARTHWORK QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES.
SURVEY INFORMATION:
TOPOGRAPHIC SURVEY PERFORMED MARCH, 2018
BY MBS LAND SURVEYS
BASIS OF BEARINGS:THE BASIS OF BEARINGS FOR THIS SURVEY IS A GEODETIC NORTH
BASED ON A GPS OBESERVATION FROM A 90d SET IN A DIRT FIELD
DISTANT S 22° 12' 12" E 138.25 FEET FROM THE FOUND 1" IRON PIPE AT
THE SOUTHEAST CORNER OF D3.
SUPPLEMENTAL SURVEY PERFORMED DECEMBER, 2018
BY ABOVE GRADE ENGINEERING, INC
BOUNDARY:THE EXTERIOR BOUNDARY SHOWN IS PER RECORD OF SURVEY 17-043.
ENGINEERED GRADING OBSERVATION AND TESTING PROGRAM
THE SOILS ENGINEER OF RECORD SHALL BE RETAINED PRIOR TO THE START OF CONSTRUCTION TO
PERFORM THE FOLLOWING VERIFICATION AND INSPECTION TASKS DURING CONSTRUCTION:
VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK
LISTED
PERIODICALLY DURING TASK
LISTED
1. VERIFY MATERIALS BELOW FOOTINGS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING
CAPACITY.
X
2. VERIFY EXCAVATIONS ARE EXTENDED TO
PROPER DEPTH AND HAVE REACHED PROPER
MATERIAL.
X
3. PERFORM CLASSIFICATION AND TESTING
OF CONTROLLED FILL MATERIAL.X
4. VERIFY USE OF PROPER MATERIALS,
DENSITIES AND LIFT THICKNESSES DURING
PLACEMENT AND COMPACTION OF
CONTROLLED FILL.
X
5. PRIOR TO PLACEMENT OF CONTROLLED
FILL, OBSERVE SUBGRADE AND VERIFY THAT
SITE HAS BEEN PERPARED PROPERLY.X
A FINAL REPORT DISCUSSING THE FOLLOWING WILL BE REQUIRED FOR COUNTY FINAL APPROVAL:
- COMPACTION REPORTS
- VERIFICATION OF SLOPES
- VERIFICATION OF BOTTOM PREPERATION FOR KEYS AND BENCHING OF FILL
SOILS ENGINEER INFORMATION:
THE SOILS ENGINEER FOR THIS PROJECT IS"
GEOSOLTIONS, INC.
220 HIGH STREET
SAN LUIS OBISPO, CA 93401
805.543.8539
THE SOILS REPORT FOR THIS PROJECT IS DATED NOVEMBER, 2018, PROJECT NO. SL10935-1
NOTE:A PAD CERTIFICATION FOR THIS PROJECT WILL BE REQUIRED. A SOILS OR CIVIL
ENGINEER IS TO DETERMINE GRADING PERFORMED IS IN SUBSTANTIAL CONFORMANCE
WITH THE APPROVED PLANS AND IS SUITABLE TO SUPPORT THE INTENDED
STRUCTURE. A SOILS ENGINEER WILL NEED TO BE ON-SITE TO OBSERVE CERTAIN
CONSTRUCTION ACTIVITIES.
STORMWATER INFORMATION:
·REFER TO PROVIDED SWCP REPORT DATED 11-29-2021.
CITY BENCH MARK:
THE BENCH MARK FOR THIS PROJECT IS A FOUND CITY OF SAN LUIS
OBISPO BENCH MARK NUMBER 166A. BEING A LEAD AND TACK IN
TOP OF CURB AT THE BCR OF THE NORTHEASTERLY CURB OF
PALOMAR AND SERRANO
ELEVATION = 274.26' NAVD 88
DESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:58amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C001-NS.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC0.2
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23DIAL TOLL FREE
AT LEAST TWO DAYS
BEFORE YOU DIG
811
UNDERGROUND SERVICE ALERT (USA)
EROSION CONTROL NOTES:
1.DURING CONSTRUCTION, THE CONTRACTOR MUST DIRECT ALL RUNOFF TO NON-ERODIBLE LOCATIONS.
2.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE
AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3.THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THIS PLAN AND/OR AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE WHICH HAS
BEEN AFFECTED BY GRADING AND/OR TRENCHING OPERATIONS.
4.A RESPONSIBLE PERSON IS TO BE NAMED HEREIN ________________________ AND PHONE NUMBER _________________ WHO WILL BE ON CALL IN THE EVENT IT IS NECESSARY TO IMPLEMENT
EROSION CONTROL MEASURES OR IN THE EVENT OF AN EMERGENCY.
5.ALL PROTECTIVE DEVICES TO BE INSTALLED SHALL BE IN PLACE AT THE END OF EACH WORK DAY WHEN THE FIVE-DAY RAIN PROBABILITY EXCEEDS 40 PERCENT.
6.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND SEDIMENTATION BASIN AND THE BASIN PUMPED DRY.
7.THE ENGINEER OF RECORD, OR HIS AUTHORIZED REPRESENTATIVE MAY REQUIRE THE DEVELOPER AT ANY TIME TO INSTALL AND/OR CONSTRUCT ADDITIONAL DRAINAGE STRUCTURES AS
NECESSARY TO PREVENT OR CONTROL EROSION.
8.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 CONDITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED AT THE DISCRETION OF THE ENGINEER OR THE BUILDING
INSPECTOR.
9.THE CONTRACTOR IS RESPONSIBLE TO KEEP IN FORCE ALL EROSION CONTROL DEVICES AND TO MODIFY THOSE DEVICES AS SITE PROGRESS DICTATES.
10.THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND MODIFY THEM IN ORDER TO PREVENT PROGRESS OF ANY ONGOING EROSION.
11.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET.
12.THE CONTRACTOR SHALL CONTACT THE ENGINEER IN THE EVENT THAT THE EROSION CONTROL PLAN AS DESIGNED REQUIRES ANY SUBSTANTIAL REVISIONS.
13.NO CUT OR FILL SLOPES SHALL BE STEEPER THAN 2' HORIZONTAL TO 1' VERTICAL.
14.ALL STRAW WATTLES TO BE INSTALLED AS INDICATED PER MANUFACTURER'S RECOMMENDATIONS.
15.SILT FENCE SHALL BE INSTALLED AS INDICATED PER MANUFACTURER'S RECOMMENDATIONS.
16.SPECIFIC EROSION CONTROL NOTES REFER TO THE CALIFORNIA STORMWATER BMP HANDBOOK AND CALTRANS STANDARD SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE TO INSTALL
AND MAINTAIN ADEQUATE EROSION CONTROL DEVICES AT ALL TIMES PER THE RECOMMENDATIONS SET FORTH IN SAID REFERENCES.
17.TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BE REMOVED
PRIOR TO FINAL INSPECTION APPROVALS.
ADDITIONAL NOTES:
1.THE SOILS REPORT, NUMBER SL10935.1 PREPARED BY GEOSOLUTIONS, INC DATED NOVEMBER 20, 2018
IS PART OF THESE PLANS AND ALL RECOMMENDATIONS THERE IN SHALL BE COMPLIED WITH.
2.THE PROJECT SHALL COMPLY WITH THE CALIFORNIA PLUMBING CODE (CPC).
REQUIRED ENVIRONMENTAL MITIGATION MEASURES:
AIR QUALITY
AQ-1 IDLING CONTROL TECHNIQUES. DURING ALL CONSTRUCTION ACTIVITIES AND USE OF DIESEL VEHICLES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWING IDLING CONTROL
TECHNIQUES:
1.IDLING RESTRICTIONS NEAR SENSITIVE RECEPTORS FOR BOTH ON- AND OFF-ROAD EQUIPMENT.
a.STAGING AND QUEUING AREAS SHALL NOT BE LOCATED WITHIN 1,000 FEET OF SENSITIVE RECEPTORS IF FEASIBLE;
b.DIESEL IDLING WITHIN 1,000 FEET OF SENSITIVE RECEPTORS SHALL NOT BE PERMITTED;
c.USE OF ALTERNATIVE FUELED EQUIPMENT SHALL BE USED WHENEVER POSSIBLE; AND
d.SIGNS THAT SPECIFY THE NO IDLING REQUIREMENTS SHALL BE POSTED AND ENFORCED AT THE CONSTRUCTION SITE.
2.CALIFORNIA DIESEL IDLING REGULATIONS. ON-ROAD DIESEL VEHICLES SHALL COMPLY WITH 13 CCR 2485. THIS REGULATION LIMITS IDLING FROM DIESEL-FUELED COMMERCIAL
MOTOR VEHICLES WITH GROSS VEHICULAR WEIGHT RATINGS OF MORE THAN 10,000 POUNDS AND LICENSED FOR OPERATION ON HIGHWAYS. IT APPLIES TO CALIFORNIA AND NON-
CALIFORNIA BASED VEHICLES. IN GENERAL, THE REGULATION SPECIFIES THAT DRIVERS OF SAID VEHICLES:
a.SHALL NOT IDLE THE VEHICLE'S PRIMARY DIESEL ENGINE FOR GREATER THAN 5 MINUTES AT ANY LOCATION, EXCEPT AS NOTED IN SUBSECTION (D) OF THE REGULATION; AND
b.SHALL NOT OPERATE A DIESEL-FUELED AUXILIARY POWER SYSTEM (APS) TO POWER A HEATER, AIR CONDITIONER, OR ANY ANCILLARY EQUIPMENT ON THAT VEHICLE DURING
SLEEPING OR RESTING IN A SLEEPER BERTH FOR GREATER THAN 5 MINUTES AT ANY LOCATION WHEN WITHIN 1,000 FEET OF A RESTRICTED AREA, EXCEPT AS NOTED IN
SUBSECTION (D) OF THE REGULATION.
SIGNS MUST BE POSTED IN THE DESIGNATED QUEUING AREAS AND JOB SITES TO REMIND DRIVERS OF THE 5-MINUTE IDLING LIMIT. THE SPECIFIC REQUIREMENTS AND EXCEPTIONS IN
THE REGULATION CAN BE REVIEWED AT THE FOLLOWING WEBSITE: WWW.ARB.CA.GOV/MSPROG/TRUCK- IDLING/2485.PDF.
AQ-2 PARTICULATE MATTER CONTROL MEASURES. DURING ALL CONSTRUCTION AND GROUND-DISTURBING ACTIVITIES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWING PARTICULATE
MATTER CONTROL MEASURES AND DETAIL EACH MEASURE ON THE PROJECT GRADING AND BUILDING PLANS:
1.REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE.
2.USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE AND FROM EXCEEDING THE SLOAPCD'S LIMIT
OF 20% OPACITY FOR GREATER THAN 3 MINUTES IN ANY 60-MINUTE PERIOD. INCREASED WATERING FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15
MILES PER HOUR (MPH). RECLAIMED (NON-POTABLE) WATER SHOULD BE USED WHENEVER POSSIBLE.
3.ALL DIRT STOCKPILE AREAS (IF ANY) SHALL BE SPRAYED DAILY AND COVERED WITH TARPS OR OTHER DUST BARRIERS AS NEEDED.
4.PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT REVEGETATION AND LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE,
FOLLOWING COMPLETION OF ANY SOIL-DISTURBING ACTIVITIES.
5.EXPOSED GROUNDS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN 1 MONTH AFTER INITIAL GRADING SHALL BE SOWN WITH A FAST GERMINATING,
NON-INVASIVE, GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED.
6.ALL DISTURBED SOIL AREAS NOT SUBJECT TO REVEGETATION SHALL BE STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS APPROVED
IN ADVANCE BY THE SLOAPCD.
7.ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHALL BE COMPLETED AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS SHALL BE LAID AS SOON AS POSSIBLE
AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED.
8.VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION SITE.
9.ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHALL MAINTAIN AT LEAST 2 FEET OF FREEBOARD (MINIMUM VERTICAL DISTANCE
BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH CALIFORNIA VEHICLE CODE (CVC) SECTION 23114.
10.“TRACK OUT” IS DEFINED AS SAND OR SOIL THAT ADHERES TO AND/OR AGGLOMERATES ON THE EXTERIOR SURFACES OF MOTOR VEHICLES AND/OR EQUIPMENT (INCLUDING
TIRES) THAT MAY THEN FALL ONTO ANY HIGHWAY OR STREET AS DESCRIBED IN CVC SECTION 23113 AND CALIFORNIA WATER CODE (CWC) SECTION 13304. TO PREVENT TRACK
OUT, DESIGNATE ACCESS POINTS AND REQUIRE ALL EMPLOYEES, SUBCONTRACTORS, AND OTHERS TO USE THEM. INSTALL AND OPERATE A “TRACK-OUT PREVENTION
DEVICE” WHERE VEHICLES ENTER AND EXIT UNPAVED ROADS ONTO PAVED STREETS. THE TRACK-OUT PREVENTION DEVICE CAN BE ANY DEVICE OR COMBINATION OF DEVICES
THAT ARE EFFECTIVE AT PREVENTING TRACK OUT, LOCATED AT THE POINT OF INTERSECTION OF AN UNPAVED AREA AND A PAVED ROAD. RUMBLE STRIPS OR STEEL PLATE
DEVICES NEED PERIODIC CLEANING TO BE EFFECTIVE. IF PAVED ROADWAYS ACCUMULATE TRACKED-OUT SOILS, THE TRACK-OUT PREVENTION DEVICE MAY NEED TO BE MODIFIED.
11.SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS SHALL BE USED WITH RECLAIMED
WATER WHERE FEASIBLE. ROADS SHALL BE PRE-WETTED PRIOR TO SWEEPING WHEN FEASIBLE.
12.ALL PM10 MITIGATION MEASURES REQUIRED SHOULD BE SHOWN ON GRADING AND BUILDING PLANS.
13.THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS WHOSE RESPONSIBILITY IS TO ENSURE ANY FUGITIVE DUST EMISSIONS DO NOT RESULT IN A
NUISANCE AND TO ENHANCE THE IMPLEMENTATION OF THE MITIGATION MEASURES AS NECESSARY TO MINIMIZE DUST COMPLAINTS AND REDUCE VISIBLE EMISSIONS BELOW THE
SLOAPCD'S LIMIT OF 20% OPACITY FOR GREATER THAN 3 MINUTES IN ANY 60-MINUTE PERIOD. THEIR DUTIES SHALL INCLUDE HOLIDAYS AND WEEKEND PERIODS WHEN WORK MAY
NOT BE IN PROGRESS (FOR EXAMPLE, WIND-BLOWN DUST COULD BE GENERATED ON AN OPEN DIRT LOT). THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE
PROVIDED TO THE
SLOAPCD COMPLIANCE DIVISION PRIOR TO THE START OF ANY GRADING, EARTHWORK, OR DEMOLITION (CONTACT TIM FUHS AT 805-781-5912).
AQ-3 GEOLOGIC EVALUATION. PRIOR TO INITIATION OF GROUND-DISTURBING ACTIVITIES, THE APPLICANT SHALL RETAIN A REGISTERED GEOLOGIST TO CONDUCT A GEOLOGIC EVALUATION
OF THE PROPERTY, INCLUDING SAMPLING AND TESTING FOR NOA IN FULL COMPLIANCE WITH SLOAPCD REQUIREMENTS AND THE CARB ATCM FOR CONSTRUCTION, GRADING,
QUARRYING, AND SURFACE MINING OPERATIONS (17 CCR 93105). THIS GEOLOGIC EVALUATION SHALL BE SUBMITTED TO THE CITY COMMUNITY DEVELOPMENT DEPARTMENT UPON
COMPLETION. IF THE GEOLOGIC EVALUATION DETERMINES THAT THE PROJECT WOULD NOT HAVE THE POTENTIAL TO DISTURB NOA, THE APPLICANT MUST FILE AN ASBESTOS ATCM
EXEMPTION REQUEST WITH THE SLOAPCD.
BIOLOGICAL RESOURCES
BIO-1 NESTING BIRDS AND RAPTORS. SITE PREPARATION, GROUND DISTURBANCE, AND CONSTRUCTION ACTIVITIES INCLUDING ANY TREE TRIMMING AND VEGETATION REMOVAL SHALL BE
CONDUCTED OUTSIDE OF THE MIGRATORY BIRD NESTING SEASON (FEBRUARY 15 THROUGH OCTOBER 31). IF SUCH ACTIVITIES CANNOT BE AVOIDED DURING THIS PERIOD, A
COUNTY-APPROVED QUALIFIED BIOLOGIST SHALL CONDUCT A PRECONSTRUCTION NESTING BIRD SURVEY NO SOONER THAN 1-4 WEEKS PRIOR TO TREE REMOVAL ACTIVITIES AND
SHALL VERIFY WHETHER MIGRATORY BIRDS ARE NESTING IN THE SITE. IF NESTING ACTIVITY IS DETECTED, THE FOLLOWING MEASURES SHALL BE IMPLEMENTED:
1.THE PROJECT SHALL BE MODIFIED VIA THE USE OF PROTECTIVE BUFFERS, DELAYING CONSTRUCTION ACTIVITIES, OR OTHER METHODS DESIGNATED BY THE QUALIFIED BIOLOGIST
TO AVOID DIRECT TAKE OF IDENTIFIED NESTS, EGGS, AND/OR YOUNG PROTECTED UNDER THE MBTA AND/OR CALIFORNIA FISH AND GAME CODE.
2.THE QUALIFIED BIOLOGIST SHALL MONITOR THE NESTS WITHIN THE VICINITY OF PROJECT- RELATED DISTURBANCES AND DETERMINE IF CONSTRUCTION ACTIVITIES ARE CAUSING
BEHAVIORAL CHANGES OR AFFECTING NESTING ACTIVITIES. MONITORING RESULTS SHALL THEN BE UTILIZED TO DEVELOP AN APPROPRIATE BUFFER AROUND THE NEXT SITE TO
MINIMIZE DISTURBANCE. CONSTRUCTION ACTIVITIES WITHIN THE BUFFER ZONE SHALL BE PROHIBITED UNTIL THE YOUNG HAVE FLEDGED THE NEST AND ACHIEVED
INDEPENDENCE.
3.THE QUALIFIED BIOLOGIST SHALL DOCUMENT ALL ACTIVE NESTS AND SUBMIT A LETTER REPORT TO THE COUNTY DOCUMENTING PROJECT COMPLIANCE WITH THE MBTA,
CALIFORNIA FISH AND GAME CODE, AND APPLICABLE PROJECT MITIGATION MEASURES WITHIN 14 DAYS OF SURVEY COMPLETION.
BIO-2 ROOSTING BATS. SITE PREPARATION, GROUND DISTURBANCE, AND CONSTRUCTION ACTIVITIES INCLUDING ANY TREE TRIMMING AND/OR VEGETATION REMOVAL SHALL BE
CONDUCTED OUTSIDE OF THE TYPICAL BAT MATERNITY ROOSTING AND PUPPING SEASON (FEBRUARY 1 TO AUGUST 31), IF FEASIBLE. IF SITE DISTURBANCE ACTIVITIES ARE TO OCCUR
WITHIN THIS SEASON, THE APPLICANT SHALL RETAIN A COUNTY-QUALIFIED BIOLOGIST TO CONDUCT A PRECONSTRUCTION SURVEY WITHIN 14 DAYS PRIOR TO COMMENCEMENT OF
PROPOSED SITE DISTURBANCE ACTIVITIES. IF ANY ROOSTING BATS ARE FOUND DURING PRECONSTRUCTION SURVEYS, NO WORK ACTIVITIES SHALL OCCUR WITHIN 100 FEET OF
ACTIVE ROOSTS UNTIL BATS HAVE LEFT THE ROOSTS. THE COUNTY-QUALIFIED BIOLOGIST SHALL PREPARE A REPORT AFTER EACH SURVEY AND A COPY OF THE REPORT SHALL BE
PROVIDED TO THE COUNTY WITHIN 14 DAYS OF COMPLETION OF EACH SURVEY. IF NO BAT ROOSTING ACTIVITIES ARE DETECTED WITHIN THE PROPOSED WORK AREA, SITE
DISTURBANCE AND NOISE-PRODUCING CONSTRUCTION ACTIVITIES MAY PROCEED, AND NO FURTHER MITIGATION IS REQUIRED.
Ø MONITORING PROGRAM: THESE CONDITIONS AND MEASURES SHALL BE NOTED ON FINAL MAP AND ALL GRADING AND CONSTRUCTION PLANS. THE CITY COMMUNITY DEVELOPMENT
DEPARTMENT AND NATURAL RESOURCES MANAGER SHALL VERIFY COMPLIANCE.
TRIBAL CULTURAL RESOURCES
TR-1 CULTURALLY AFFILIATED NATIVE AMERICAN MONITOR. A REPRESENTATIVE FROM THE SALINAN TRIBE SHALL BE NOTIFIED PRIOR TO ANY GROUND DISTURBING ACTIVITIES TO
PROVIDE FOR ON-SITE
MONITORING. IF CULTURAL RESOURCES ARE ENCOUNTERED DURING SUBSURFACE EARTHWORK ACTIVITIES, ALL GROUND DISTURBING ACTIVITIES WITHIN A 25-FOOT RADIUS OF THE
FIND SHALL CEASE AND THE CITY SHALL BE NOTIFIED IMMEDIATELY CONSISTENT WITH THE REQUIREMENTS OF MITIGATION MEASURES CR-1 AND CR-2.
Ø MONITORING PROGRAM: THIS MEASURE SHALL BE INCORPORATED INTO FINAL MAP AND NOTED ON ALL GRADING AND CONSTRUCTION PLANS. THE CITY COMMUNITY DEVELOPMENT
DEPARTMENT SHALL VERIFY COMPLIANCE THROUGH INITIAL AND REGULAR INSPECTIONS.
WILDFIRE
WF-1 VEGETATION/FUEL MANAGEMENT PLAN. PRIOR TO ISSUANCE OF ANY CONSTRUCTION PERMIT, THE APPLICANT SHALL PROVIDE A VEGETATION/FUEL MANAGEMENT PLAN PREPARED BY
A REGISTERED PROFESSIONAL FORESTER OR CERTIFIED ARBORIST FOR EACH LOT. THE PLAN SHALL IDENTIFY FUEL LOAD REDUCTION TECHNIQUES, INCLUDING VEGETATION
REMOVAL AND TRIMMING, TO INCREASE DEFENSIBLE SPACE AROUND RESIDENTIAL STRUCTURES AND DRIVEWAYS/ACCESS ROADS. THE PLAN SHALL ALSO IDENTIFY APPROPRIATE
STANDARDS FOR INSTALLATION OF NEW LANDSCAPING, SUCH AS REQUIREMENTS FOR DROUGHT-TOLERANT AND FIRE-RESISTANT SPECIES.
Ø MONITORING PROGRAM: THIS MEASURE SHALL BE INCORPORATED INTO FINAL MAP AND NOTED ON ALL GRADING AND CONSTRUCTION PLANS. THE CITY COMMUNITY DEVELOPMENT
DEPARTMENT SHALL VERIFY COMPLIANCE THROUGH INITIAL AND REGULAR INSPECTIONS.
CONDITIONS OF APPROVAL &MITIGATIONSDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:57amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C001-NS.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC0.3
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23
CONDITIONS OF APPROVAL &MITIGATIONSDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:57amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C001-NS.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC0.4
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23SHEET C0.1
SHEET C0.1
SHEET C1.0
SHEET C1.1
GAS LINES NOT PROPOSED
SHEET C1.0
SHEET C0.2
SHEET C1.0
SHEET C1.0
SHEET C1.0
S13°41'28"E 144.61'N0°00'53"E 100.87'S3°02'24"E 101.03'N89°56'08"W 200.35'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSN82°31'28"
W
1
1
9
.
8
8
'
S89°56'20"E 94.62'
N89°56'08"W 100.00'N0°00'53"E 125.00'SS
W W W W W
W W W W W
W W W W W
W W W W W
SSSSSSSSSSSSSS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS±18.0%15.0%
400
39
5
(11.0%)(10.0%)(12.5%)405410415
STONE TOP = 400.55
CHAMBER TOP = 399.55
CHAMBER BOT = 395.80
STONE BOT = 395.05
401.05 TG
399.90 INV
403.00 TG
401.85 INV
398.40 INV
398.15 INV
420
(421.56 EC)
421.56 AC
(421.06 ER)
(421.81 EC)
421.64 AC
410.19 FS
(402.35 EP)
(398.60 EP)(398.54 EP)
(394.24 EP)
(393.45 EP)
(396.96 EP)
(420.70 ER)
(396.22 EP)
(398.23 EP)
(397.48 EP)
404.12 FS
399.50 FS
405.38 FS
(404.0 EP)
405.21 FS
422.00 TW
(422.00 EC)
421.83 AC
409.92 FS
403.62 FS
419.79 FS419.79 FS
416.65 FS416.89 FS
422.00 TW
419.72 FS
422.00 TW
419.0 FG
422.00 TW
(421.8 EG)
422.00 TW
418.96 FS
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF SERRANO LANE1
1
1 1
2
3
4
4
5
5
5
5
6
6
7
7
7
8
9
9
9
10
10
10
11
11
11
12
12
12
20.00'20.00'
20.00'
13
13
13
13
14
14
15
16
1
17
17
17
1
GRADING, DRAINAGE & UTILITYPLANDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:55amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C101-GD.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC1.1
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23SPECIFIC CONSTRUCTION NOTES:
1 CONSTRUCT ASPHALT CONCRETE (AC) PAVEMENT (LIGHT TRAFFIC) SECTION PER
DETAIL. DRIVEWAY SLOPE SHALL FOLLOW CITY FIRE STANDARDS.
2
INSTALL (3) NEW 1" SERVICE LINE PER THE CITY OF SAN LUIS OBISPO STANDARD DETAIL
6210, C1.3. CAP WATER SERVICE LATERAL FOR FUTURE CONNECTION. METER BOX
SHOWN FOR COORDINATION PURPOSES ONLY.
3
INSTALL NEW 4" DR-14 C900 FIRE WATER SERVICE LINE PER CITY OF SAN LUIS OBISPO
STANDARD DETAIL 6310, C1.3. CAP FIRE WATER SERVICE LATERAL FOR FUTURE
CONNECTION. FIRE HYDRANT SHOWN FOR COORDINATION PURPOSES ONLY.
4 EXISTING SEWER LATERAL TIE-INS PER PERMIT ENCR-0981-2021.
5
MATCH EXISTING. CONTRACTOR TO VERIFY MATCH LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION TO ENSURE THEY ARE CONSISTENT WITH PLAN. CONTACT
ENGINEER IF DISCREPANCIES ARISE.
6
CONNECT TO EXISTING 8" WATER MAIN PER CITY OF SAN LUIS OBISPO STANDARD
DETAILS. CONTRACTOR TO POTHOLE AND FIELD VERIFY EXISTING PIPE LOCATION AND
DEPTH PRIOR TO CONSTRUCTION.
7 PROTECT-IN-PLACE EXISTING ASPHALT PAVEMENT.
8 PROTECT-IN-PLACE EXISTING CONCRETE PAVEMENT.
9 PROTECT-IN-PLACE EXISTING SEWER MAIN. CONTRACTOR TO POTHOLE AND FIELD
VERIFY EXISTING PIPE LOCATION AND DEPTH PRIOR TO CONSTRUCTION.
10 PROTECT-IN-PLACE EXISTING SEWER LATERAL. CONTRACTOR TO POTHOLE AND FIELD
VERIFY EXISTING PIPE LOCATION AND DEPTH PRIOR TO CONSTRUCTION.
11 PROTECT-IN-PLACE EXISTING OVERHEAD ELECTRICAL LINES.
12 PROTECT-IN-PLACE EXISTING GAS LINE.
13 TREE TO BE IMPACTED. CONTRACTOR TO FOLLOW GUIDELINES FROM CITY ARBORIST.
14 INSTALL 8" WIDE 'ACO' TRENCH DRAIN PER MANUFACTURER'S RECOMMENDATIONS.
GRATE TO BE TRAFFIC RATED.
15 INSTALL 6" SDR-35 PVC STORM DRAIN PIPE.
16
INSTALL MC-3500 'STORMTECH' CHAMBER PER MANUFACTURER'S RECOMMENDATIONS.
INSTALL AT A MINIMUM (2) CHAMBERS, (2) END CAPS, 12" STONE ABOVE, AND 9" STONE
BELOW FOR A MINIMUM 450 CUBIC FEET OF STORAGE.
17
CONSTRUCT 4'-0" MAX HEIGHT WALL. HEIGHT OF WALL + FENCE SHALL NOT EXCEED
9'-0". CONNECT 4" SUBDRAIN TO (2) SURFACE DRAIN INLETS AND OUTLET WITH 4" SOLID
PIPE AS SHOWN. PROVIDE ROCK DISSIPATOR AT PIPE OUTLET.
#SEE BELOWMATERIALS
ASPHALT CONCRETE SURFACE COURSE
CRUSHED AGGREGATE BASE COURSE
THICKNESS
SECTION CALTRANS
SPECIFICATIONS
2.5"
6"
SECTION 39 *
SECTION 26, CLASS 2 *
**
AC PAVING *** (SEE BELOW)
CLASS II AGGREGATE BASE (SEE BELOW)
SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12",
MOISTURE CONDITIONED, AND RECOMPACTED TO
A MINIMUM OF 95% PER SOILS ENGINEERING
REPORT FOR THIS PROJECT.
NOTES:
*COMPACTION TO A MINIMUM DENSITY OF 95 PERCENT
**PAVEMENT SECTION IS TO BE BASED ON A T.I. OF 4.5. ACTUAL SECTION
SHALL BE DETERMINED BY R-VALUES TAKEN DURING CONSTRUCTION.
*** CROSS SLOPES NOT TO EXCEED 2% ON ALL WALKWAYS, AND NOT TO
EXCEED 2% IN ANY DIRECTION IN PLAZA AREAS.1"AC PAVING
OVERLAY
EXISTING AC PAVING
MATCH EXISTING
AC PAVING WITH
FLUSH EDGE
AC PAVING SECTION
SCALE = NONE
PAVEMENT GRINDING DETAIL
( IN FEET )
1 INCH = FT.
5 1010
10
200
ETC OVERHEAD CONDUITS
GAS LINEG
SS SEWER LINE
WATER LINEW
W WATER LINE
INDEX CONTOUR340
FENCE
ELEVATION347.20
LEGEND:
SS SANITARY SEWER
PROPERTY LINE
SLOPE & DIRECTION OF FLOW2%
INDEX CONTOUR340
INTERMEDIATE CONTOUR342
ELEVATION(347.20)
SLOPE & DIRECTION OF FLOW(2%)
PROPOSED EXISTING
ASPHALT CONCRETE
(E) ASPHALT CONCRETE
TG TOP OF GRATE
EP EDGE OF PAVEMENT
SLOPES
L LENGTH
INV INVERT
GB GRADE BREAK
EXISTING(E)
FS FINISH SURFACE
EXISTING GROUNDEG
FG FINISH GRADE
TC TOP OF CURB
SDMH
HDPE HIGH DENSITY POLYETHELENE
STORM DRAIN MANHOLE
RIM RIM OR TOP OF FRAME HOLDING GRATE
TW TOP OF WALL
ABBREVIATIONS:
FL FLOW LINE SSMH SANITARY SEWER MANHOLE
GRIND/OVERLAY EXTENTS
1
1
PERF 4" WALL SUBDRAIN
SD STORM DRAIN
N0°00'53"E 100.87'S89°56'20"E 94.62'
15.0%
400
39
5
(11.0%)(10.0%)(12.5%)405410410.19 FS
(402.35 EP)
(398.60 EP)(398.54 EP)
(394.24 EP)
(393.45 EP)
(396.96 EP)
(396.22 EP)
(398.23 EP)
(397.48 EP)
404.12 FS
399.50 FS
405.38 FS
(404.0 EP)
405.21 FS
409.92 FS
403.62 FS
419.79 FS
416.65 FS SERRANO LANE10.00'
T
R
A
V
E
L
WIDTH
10.00' TRAVELWIDTH35.00'R37.00
'N0°00'53"E 100.87'S89°56'20"E 94.62'N0°00'53"E 125.00'15.0%
400
(11.0%)(10.0%)(12.5%)405410410.19 FS
(402.35 EP)
(398.60 EP)(398.54 EP)
(398.23 EP)
(397.48 EP)
404.12 FS
399.50 FS
405.38 FS
(404.0 EP)
405.21 FS
409.92 FS
403.62 FS
419.79 FS
416.65 FS SERRANO LANE10.00' TRAVELWIDTH35.00'10.00' TRAVEL
WIDTH
R37.00'FIRE ACCESSDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:56amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C101-GD.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC1.2
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23( IN FEET )
1 INCH = FT.
5 1010
10
200
ETC OVERHEAD CONDUITS
GAS LINEG
SS SEWER LINE
WATER LINEW
W WATER LINE
INDEX CONTOUR340
FENCE
ELEVATION347.20
LEGEND:
SS SANITARY SEWER
PROPERTY LINE
SLOPE & DIRECTION OF FLOW2%
INDEX CONTOUR340
INTERMEDIATE CONTOUR342
ELEVATION(347.20)
SLOPE & DIRECTION OF FLOW(2%)
PROPOSED EXISTING
ASPHALT CONCRETE
(E) ASPHALT CONCRETE
TG TOP OF GRATE
EP EDGE OF PAVEMENT
SLOPES
L LENGTH
INV INVERT
GB GRADE BREAK
EXISTING(E)
FS FINISH SURFACE
EXISTING GROUNDEG
FG FINISH GRADE
TC TOP OF CURB
SDMH
HDPE HIGH DENSITY POLYETHELENE
STORM DRAIN MANHOLE
RIM RIM OR TOP OF FRAME HOLDING GRATE
TW TOP OF WALL
ABBREVIATIONS:
FL FLOW LINE SSMH SANITARY SEWER MANHOLE
DETAIL SHEETDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:56amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C101-GD.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC1.3
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/231
400
39
5
405410415
420 SERRANO LANETC-1
SE-7
SE-7
WE-1
WE-1
WE-1
SE-5
SE-5
WE-1
EC-3
EC-3
SE-5
EROSION CONTROL PLANDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:59amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C201-EC.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC2.1
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23( IN FEET )
1 INCH = FT.
5 1010
10
200
EROSION CONTROL NOTES:
SYMBOL CASQA# DESCRIPTION DETAIL/SHEET
INSTALL FIBER ROLLS PER MANUFACTURERS SPECIFICATIONS.A/C2.2
INSTALL SILT FENCE PER MANUFACTURER SPECIFICATIONS.B/C2.2
INSTALL HYDROMULCH TO DISTURBED SLOPES.H/C2.2
INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT.C/C2.2
INSTALL GRAVEL BAG BERM.
PROVIDE WIND EROSION CONTROL.F/C2.2
PROVIDE GEOTEXTILE MAT, NORTH AMERICAN GREEN SC150.
PROVIDE STREET SWEEPING & VACUUMING.G/C2.2
MATERIAL DELIVERY & STORAGE D/C2.2
CONCRETE WASHOUT J/C2.2
* NOT ALL EROSION CONTROL MEASURES LISTED ABOVE ARE USED ON THIS PLAN, BUT ARE PROVIDED FOR THE FUTURE USE BY THE
CONTRACTOR PRIOR OR DURING CONSTRUCTION.
SE-5
SE-1
EC-3
TC-1
SE-6
WE-1
EC-7
SE-7
WM-1
WM-8
1
EROSION CONTROL DETAILSDESIGNED:
SHEET:
DATE:
JOB NUMBER:PLOT BY: AGE03PLOT DATE: Jan 02, 2024 - 9:59amDrawing name: N:\2018\18133-SeranoHeights\Engineering\FinalMap\Condocs\18133FM-C201-EC.dwgENGINEER OF RECORD:
DATE:NO.REVISIONDATEC2.2
DRAWN:
SJS
DLL
18133
FEBRUARY 24, 2022163 SERRANO HEIGHTSSERRANO LANE, SAN LUIS OBISPO, CA 934011.RETAINING WALL ADDITION01/02/23DITCH
CRUSHED AGGREGATE
GREATER THAN 3" BUT
SMALLER THAN 6"
ORIGINAL
GRADE
12" MIN UNLESS OTHERWISE SPECIFIED BY
A GEOTECHNICAL ENGINEER
SECTION A-A
PLAN
STABILIZED CONSTRUCTION ENTRANCE/EXIT
MATCH EXISTING GRADE
50'
OR FOUR TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHICLE
TIRE, WHICHEVER IS GREATER.
-NTS-
AA
INSTALLATION PROCEDURES:
PRE-ASSEMBLED SILT FENCE
-NTS-
3 4" x 2" x 2'
WOOD STAKE IN CENTER OF
ROLL (2"-3" EXPOSED
AFTER DRIVING STAKE)
NOTE: PLACE NET-WRAPPED
FIBER ROLL IN TRENCH.
WATTLE TO BE TIGHTLY
BUTTED END TO END BUT NOT
OVERLAPPING. MINIMUM 6
STAKES PER 25' ROLL.
4' MA
X
9"Ø x 25' LONG
FIBER ROLL
3"-5"
TRENCH
FIBER ROLLS
-NTS-
DESCRIPTION AND PURPOSE
PREVENT, REDUCE, OR ELIMINATE THE DISCHARGE OF POLLUTANTS FROM MATERIAL DELIVERY AND
STORAGE TO THE STORMWATER SYSTEM OR WATERCOURSES BY MINIMIZING THE STORAGE OF
HAZARDOUS MATERIALS ONSITE, STORING MATERIALS IN WATERTIGHT CONTAINERS AND/OR A
COMPLETELY ENCLOSED DESIGNATED AREA, INSTALLING SECONDARY CONTAINMENT, CONDUCTING
REGULAR INSPECTIONS, AND TRAINING EMPLOYEES AND SUBCONTRACTORS.
MATERIAL STORAGE AREAS AND PRACTICES
·CHEMICALS MUST BE STORED IN WATER TIGHT CONTAINERS WITH APPROPRIATE SECONDARY
CONTAINMENT OR IN A STORAGE SHED.
·WHEN MATERIAL STORAGE AREA IS LOCATED ON BARE SOIL, THE AREA SHOULD BE LINED AND BERMED.
·USE CONTAINMENT PALLETS OR OTHER PRACTICAL AND AVAILABLE SOLUTIONS, SUCH AS STORING
MATERIALS WITHIN NEWLY CONSTRUCTED BUILDINGS OR GARAGES, TO MEET MATERIAL STORAGE
REQUIREMENTS.
·STACK ERODIBLE LANDSCAPE MATERIAL ON PALLETS AND COVER WHEN NOT IN USE.
·CONTAIN ALL FERTILIZERS AND OTHER LANDSCAPE MATERIALS WHEN NOT IN USE.
·EMPLOYEES TRAINED IN EMERGENCY SPILL CLEANUP PROCEDURES MUST BE PRESENT WHEN
DANGEROUS MATERIALS OR LIQUIDS ARE UNLOADED.
·A TEMPORARY CONTAINMENT FACILITY SHOULD BE IMPERVIOUS TO THE MATERIALS STORED THEREIN
FOR A MINIMUM CONTACT TIME OF 72 HOURS.
·SUFFICIENT SEPARATION SHOULD BE PROVIDED BETWEEN STORED CONTAINERS TO ALLOW FOR SPILL
CLEANUP AND EMERGENCY RESPONSE ACCESS.
·MATERIALS SHOULD BE COVERED PRIOR TO, AND DURING RAIN EVENTS.
·PROPER STORAGE INSTRUCTIONS SHOULD BE POSTED AT ALL TIMES IN AN OPEN AND CONSPICUOUS
LOCATION.
·AN AMPLE SUPPLY OF APPROPRIATE SPILL CLEAN UP MATERIAL SHOULD BE KEPT NEAR STORAGE AREAS.
INSPECTION AND MAINTAINENCE
·KEEP STORAGE AREAS CLEAN AND WELL ORGANIZED, INCLUDING A CURRENT LIST OF ALL MATERIALS
ONSITE.
·INSPECT LABELS ON CONTAINERS FOR LEGIBILITY AND ACCURACY.
·REPAIR OR REPLACE PERIMETER CONTROLS, CONTAINMENT STRUCTURES, COVERS, AND LINERS AS
NEEDED TO MAINTAIN PROPER FUNCTION.
WOODEN
PALLET
STORAGE SHED
WOODEN
PALLET
WATER TIGHT LIQUID
OR SOLIDS BARREL
STORAGE
MATERIAL DELIVERY & STORAGE
A
B
D
STOCKPILING
PERIMETER OF
FIBER ROLLS
PERIMETER OF
FIBER ROLLS
12" FROM BASE OF STOCKPILE
TO THE INSIDE FACE OF
THE FIBER ROLL
DESCRIPTION AND PURPOSE
PREVENT, REDUCE, OR ELIMINATE THE DISCHARGE OF SEDIMENT FROM STOCKPILES TO THE STORMWATER SYSTEM OR
WATERCOURSES BY PROVIDING TARPS TO AS COVERAGE TO MINIMIZE DUST AND PROVIDING PERIMETER CONTROLS SUCH AS FIBER
ROLLS TO CONTROL THE SEDIMENT AS PLACED.
STOCKPILING AREAS AND PRACTICES
·SUFFICIENT SEPARATION SHOULD BE PROVIDED BETWEEN THE BASE OF THE STOCKPILE AND THE SURROUNDING PERIMETER
CONTROL MEASURE TO ALLOW FOR SPILL SETTLEMENT AND SHIFTS WITHIN THE STOCKPILE
·STOCKPILES SHALL BE COVERED WITH TARPS AND HELD IN PLACE WITH GRAVEL BAGS PRIOR TO, AND DURING RAIN EVENTS.
·PROPER STORAGE INSTRUCTIONS SHOULD BE POSTED AT ALL TIMES IN AN OPEN AND CONSPICUOUS LOCATION.
·AN AMPLE SUPPLY OF APPROPRIATE TARPS, FIBER ROLLS AND GRAVEL BAGS SHOULD BE KEPT NEAR STORAGE AREAS.
INSPECTION AND MAINTAINENCE
·KEEP STORAGE AREAS CLEAN AND WELL ORGANIZED, INCLUDING A CURRENT LIST OF ALL MATERIALS ONSITE.
·REPAIR OR REPLACE PERIMETER CONTROLS, COVERS, AND LINERS AS NEEDED TO MAINTAIN PROPER FUNCTION.FLOWVALLEY GUTTER/SWALE
FLOW
FLOW
DESCRIPTION AND PURPOSE
RETAINS THE SEDIMENT, AND RELEASES THE WATER AS SHEET FLOW.
GRAVEL BAG PRACTICES
·INSTALL AT INTERVALS OF 50 TO 70 FEET
·INSTALL IN A "CHEVRON" FASHION, FORCING THE RUNOFF TOWARDS THE
EDGE-OF-PAVEMENT, CURB FACE, GUTTER FLOWLINE OR VALLEY
GUTTER/SWALE FLOW LINE
INSPECTION AND MAINTAINENCE
·REPLACE WHEN BROKEN
·REMOVE ACCUMULATED SEDIMENT WHEN ONE-THIRD BARRIER HEIGHT
FDUST/WIND EROSION CONTROL
DESCRIPTION AND PURPOSE
STABILIZING MATERIALS ARE APPLIED TO THE DISTURBED SOIL SURFACE TO
PREVENT THE TRANSPORT OF SOIL FROM EXPOSED SURFACES ON
CONSTRUCTION SITES EITHER BY WIND OR STORM WATER RUNOFF.
DUST/WIND EROSION CONTROL PRACTICES
·USE OF WATER TRUCKS TO APPLY WATER TO THE DISTURBED SOILS
·APPLY WATER, OR AN ALTERNATIVE METHOD, TO THE DISTURBED SOILS
THREE TIMES A DAY (MINIMUM), ONCE IN THE MORNING (7 AM - 10 AM), ONCE
DURING THE AFTERNOON (10 AM - 1 PM), AND ONCE MORE AT THE END OF
THE DAY
INSPECTION AND MAINTAINENCE
·INSPECT AREAS WITH EXCESSIVE WIND, VEHICULAR TRAFFIC OR WHEN RAIN
IS EXPECTED
·APPLY SOIL STABILIZERS AT DESCRIBED INTERVALS, AND BASED ON NEED
GSTREET SWEEPING AND VACUUMING
DESCRIPTION AND PURPOSE
REMOVAL OF SEDIMENT, DEBRIS AND MATERIALS TRACKED OUT FROM THE
SITE THROUGH THE USE OF EITHER A STREET SWEEPER OR MANUAL LABOR.
STREET SWEEPING & VACUUMING PRACTICES
·SHALL OCCUR DURING PHASES OF CONSTRUCTION WHICH CONTAIN
REOCCURRING VEHICULAR TRAFFIC TO AND FROM THE SITE, WHICH
INCLUDES ALL VEHICLE SIZES, WHEN THERE ARE STILL EXPOSED
DISTURBED SOILS
·CLEANING ACTIVITIES SHALL OCCUR AT A MINIMUM ONCE A DAY AT THE END
OF DAY
·USE OF WATER TO PRESSURE WASH SEDIMENT BUILD-UP ON PRIVATE
ROADS OR PUBLIC STREETS SHALL NOT BE ALLOWED
INSPECTION AND MAINTAINENCE
·INSPECT PUBLIC/PRIVATE STREETS FOR SEDIMENTATION BUILD-UP
·DEDICATE PERSONNEL AT THE END OF EACH SHIFT TO WALK THE
PERIMETER OF THE SITE AND DOWNSTREAM STREET SECTIONS FOR
SEDIMENTATION BUILD-UP
HHYDROSEEDING / HYDROMULCHING
DESCRIPTION AND PURPOSE
ESTABLISH A PERMANENT PERENNIAL VEGETATIVE COVER ON AREAS THAT
HAVE BEEN DISTURBED BY CONSTRUCTION ACTIVITIES. ESTABLISHMENT OF
PERMANENT VEGETATION REDUCES EROSION BY SLOWING RUNOFF
VELOCITIES, ENHANCES INFILTRATION AND TRANSPIRATION.
HYDROMULCH/HYDROSEEDING PRACTICES
·APPLY TO ALL DISTURBED SLOPES, CUT AND FILL AREAS, WATERWAYS
(SWALES) AND LANDSCAPE CORRIDORS
INSPECTION AND MAINTAINENCE
·NEW VEGETATION SHOULD BE SUPPLIED WITH SUPPLEMENTAL WATER
UNTIL FIRMLY ESTABLISHED
·CUTTING OR MOWING GRASSES WILL ENCOURAGE THE ESTABLISHMENT
AND SPREAD OF THE GRASS
·INSPECT SEEDED AREAS FOR FAILURES AND RESEEDED, FERTILIZED, AND
MULCHED WITHIN THE PLANTING SEASON USING HALF THE ORIGINAL
APPLICATION RATES
ROADWAYS, CURBS, GUTTERS
C
E
SECTION A-A
SCALE: NTS
TWO LAYERS OF
GRAVEL BAGS
EXISTING SURFACE
FILTER FABRIC
EXISTING SURFACE
DRAIN INLET RIM
DRAIN INLET
NOTES:
·FILTER FABRIC TO EXTEND 3" PAST THE DRAIN INLET RIM & TO BE
HELD IN PLACE BY OVERLAYING GRAVEL BAGS.
·REMOVE ACCUMULATED SEDIMENT WHEN ONE-THIRD OF THE
BARRIER HEIGHT.
·INSPECT BEFORE & AFTER STORM EVENTS.
TWO OVERLAPPING
LAYERS OF GRAVEL BAGS
IDRAIN INLET PROTECTION
J
AA
PLAN
10 MIL
PLASTIC
LINING
10' MIN
STRAW BALE
(TYP)VARIESSTAKE (TYP)
WOOD OR
METAL
STAKES (2
PER BALE)
STAPLES
(2 PER BALE)
STRAW BALE 10 MIL PLASTIC LINING
NATIVE MATERIAL
(OPTIONAL)
BINDING WIRE
CONCRETE
WASHOUT
SECTION A-A
CONCRETE WASHOUT
SIGN (OR EQUIVALENT)
STAPLE DETAIL8"2"
12-GA MIN.
STEEL WIRE3'3'BLACK LETTERS
12" MIN.
WOOD POST
(4" x 4" x 8')
PLYWOOD 4' x 2'
PAINTED WHITE
LAG SCREWS
(1/2")
NOTES:
1.ACTUAL LAYOUT DETERMINED IN THE
FIELD.
2.THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN 30' OF
THE TEMPORARY CONCRETE
WASHOUT FACILITY.
CONCRETE WASHOUT
1
From:Google Calendar <calendar-notification@google.com> on behalf of
Sent:Monday, April 24, 2023 9:38 AM
To:Nelson, Trevor
Subject:Declined: 163 Serrano Heights @ Tue Apr 25, 2023 10:30am - 11am (PDT) (Nelson, Trevor)
Attachments:invite.ics
This message is from an External Source. Use caution when deciding to open attachments, click links, or respond.
has declined this invitation.
Changing time to 10:30
When
Tuesday Apr 25, 2023 ⋅ 10:30am – 11am (Pacific Time - Los Angeles)
Organizer
Nelson, Trevor
tnelson@slocity.org
Guests
- creator
Buckley, Nick - optional
View all guest info
Invitation from Google Calendar
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event.
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1
From:Nelson, Trevor
Sent:Friday, September 8, 2023 2:45 PM
To:Hurley, Brian
Cc:Buckley, Nick
Subject:163 Serrano Heights Dr #A
Brian,
Please discuss with Nick or I prior to heading out for Final. Thank you.
Trevor Nelson
Supervising Building Inspector
Community Development
919 Palm St, San Luis Obispo, CA 93401-3218
E tnelson@slocity.org
T 805.781.7153
2
C 805.431.7160
slocity.org
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1
Subject:163 Serrano Heights
Start:
Recurrence:(none)
Organizer:Nelson, Trevor
This message is from an External Source. Use caution when deciding to open attachments, click links, or respond.
This was what I received the day before our agreed upon meeting at 10am Tuesday. I was available at the agreed
upon time of 10am, Not at 10:30 with one day notice and no explanation or a request.
---------- Forwarded message ---------
From: Nelson, Trevor <tnelson@slocity.org>
Date: Mon, Apr 24, 2023 at 8:12 AM
Subject: 163 Serrano Heights
To: John Rourke <
Cc: Buckley, Nick <nbuckley@slocity.org>
Changing time to 10:30
Notice to Correct Code Violation(s)/Notice of Violation
(Courtesy Warning Prior to Issuance of Administrative Citation)
May 12, 2023
John Rourke
281 Broad St
San Luis Obispo, CA 93405
SUBJECT ADDRESS: 163 Serrano Heights, San Luis Obispo, CA 93405 APN: 052-061-049
Code Case #: CODE-000063-2023
Dear Property Owner,
On April 10th, 2023, City of San Luis Obispo Community Development Department staff noted the following
violations of the San Luis Obispo Municipal Code or other relevant codes at the above listed address:
1. Permit Required (SLOMC 15.02.020, California Building Code 105.1)
“Any owner or owner’s authorized agent who intends to construct, enlarge, alter, repair, move,
demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair,
remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of
which is regulated by this code, or to cause any such work to be performed, shall first make application
to the building official and obtain the required permit.”
Resolution: Permit or remove the retaining wall/fence combination.
2. Fences, Walls, and Hedges (SLOMC 17.70.070[C])
“Fences, walls or hedges may be placed within required yards, provided they do not exceed
maximum height limitations and comply with the following standards:
1. The maximum height of a fence, wall, or hedge shall not exceed six feet; except within
any front setback, the maximum fence, wall, or hedge shall be as shown in Figure 3-3.
Corrective Action: Reduce the fence height to the allowed fence height according to the fence height
standards. Or obtain building permit.
ALL REQUIRED WORK MUST BE COMPLETED WITHIN 90 DAYS OF PERMIT ISSUANCE.
We request that you voluntarily take action to correct the above noted violation(s) no later than 6/12/2022. These
violations constitute a public nuisance and must be abated. Failure to correct the violation(s) by the specified date
will result in the issuance of an Administrative Citation requiring payment of FINES in accordance with SLOMC
Chapter 1.24. For Municipal Code violations that remain uncorrected after issuance of an Administrative Citation,
the City may seek enforcement by other civil or criminal remedies.
Any person having a title interest in the property may request a Director’s review of this Notice by completing the
enclosed Request for Director’s Review Form and submitting it to the Community Development Department via
email at code@slocity.org or to 919 Palm Street, San Luis Obispo, CA 93401, within five (5) days of the date of
this Notice. This Notice shall be deemed final unless you timely file a Request for Director’s Review.
We look forward to working with you to resolve these violations and would like to thank you for your efforts to
maintain your property and to help preserve the safety and beauty of our community. If you have questions,
please contact the undersigned Officer at (805) 783-7872 or nbuckley@slocity.org.
Sincerely,
____________________________
Nick Buckley, Code Enforcement Officer
Cc:
Enclosures: Request for Directors Review
Notice to Correct Code Violation(s)/Notice of Violation
(Courtesy Warning Prior to Issuance of Administrative Citation)
May 12, 2023
John Rourke
281 Broad St
San Luis Obispo, CA 93405
SUBJECT ADDRESS: 163 Serrano Heights, San Luis Obispo, CA 93405 APN: 052-061-049
Code Case #: CODE-000063-2023
Dear Property Owner,
On April 10th, 2023, City of San Luis Obispo Community Development Department staff noted the following
violations of the San Luis Obispo Municipal Code or other relevant codes at the above listed address:
1. Permit Required (SLOMC 15.02.020, California Building Code 105.1)
“Any owner or owner’s authorized agent who intends to construct, enlarge, alter, repair, move,
demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair,
remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of
which is regulated by this code, or to cause any such work to be performed, shall first make application
to the building official and obtain the required permit.”
Resolution: Permit or remove the retaining wall/fence combination.
2. Fences, Walls, and Hedges (SLOMC 17.70.070[C])
“Fences, walls or hedges may be placed within required yards, provided they do not exceed
maximum height limitations and comply with the following standards:
1. The maximum height of a fence, wall, or hedge shall not exceed six feet; except within
any front setback, the maximum fence, wall, or hedge shall be as shown in Figure 3-3.
Corrective Action: Reduce the fence height to the allowed fence height according to the fence height
standards. Or obtain building permit.
ALL REQUIRED WORK MUST BE COMPLETED WITHIN 90 DAYS OF PERMIT ISSUANCE.
We request that you voluntarily take action to correct the above noted violation(s) no later than 6/12/2022. These
violations constitute a public nuisance and must be abated. Failure to correct the violation(s) by the specified date
will result in the issuance of an Administrative Citation requiring payment of FINES in accordance with SLOMC
Chapter 1.24. For Municipal Code violations that remain uncorrected after issuance of an Administrative Citation,
the City may seek enforcement by other civil or criminal remedies.
Any person having a title interest in the property may request a Director’s review of this Notice by completing the
enclosed Request for Director’s Review Form and submitting it to the Community Development Department via
email at code@slocity.org or to 919 Palm Street, San Luis Obispo, CA 93401, within five (5) days of the date of
this Notice. This Notice shall be deemed final unless you timely file a Request for Director’s Review.
We look forward to working with you to resolve these violations and would like to thank you for your efforts to
maintain your property and to help preserve the safety and beauty of our community. If you have questions,
please contact the undersigned Officer at (805) 783-7872 or nbuckley@slocity.org.
Sincerely,
____________________________
Nick Buckley, Code Enforcement Officer
Cc:
Enclosures: Request for Directors Review
1
From:SLO <noreply@user.govoutreach.com>
Sent:Thursday, April 6, 2023 2:54 PM
To:Mezzapesa, John
Subject:Ask SLO Notification of new Request #: 1854
This message is from an External Source. Use caution when deciding to open attachments, click links, or respond.
Request # 1854 from the Government Outreach System has been assigned to Code Enforcement.
Request type: Problem
Request area: Unpermitted Construction (Completed)
Citizen name: Anonymous
Description: The owner has constructed a massive concrete retaining wall to extend the front yard. I
don’t believe they have a permit for this.
Location: 163 Serrano Heights, San Luis Obispo
Expected Close Date: April 8, 2023
Click here to access the request
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monitored and will be ignored.
1
From:SLO <noreply@user.govoutreach.com>
Sent:Thursday, April 6, 2023 2:54 PM
To:Code Enforcement
Subject:Ask SLO You have been assigned a new Request #: 1854
This message is from an External Source. Use caution when deciding to open attachments, click links, or respond.
Request # 1854 from the Government Outreach System has been assigned to you.
Request type: Problem
Request area: Unpermitted Construction (Completed)
Citizen name: Anonymous
Description: The owner has constructed a massive concrete retaining wall to extend the front yard. I
don’t believe they have a permit for this.
Location: 163 Serrano Heights, San Luis Obispo
To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet.
Expected Close Date: April 8, 2023
Click here to access the request
Note: This message is for notification purposes only. Please do not reply to this email. Email replies are not
monitored and will be ignored.
1
From:John Rourke <
Sent:Monday, February 5, 2024 9:45 AM
To:Loew, Michael; Mike Rourke
Cc:Danielle Lauinger; Scott Stokes
Subject:Re: 163 Serrano heights subdivision improvement map
Attachments:image003.png
Thanks Michael,
Sorry for the confusion.
John
On Mon, Feb 5, 2024, 9:44 AM Loew, Michael <Mloew@slocity.org> wrote:
Hi John,
Your case can be found here: https://infoslo.slocity.org/energov_prod/selfservice#/plan/e7c4fe88-fadd-
4435-9454-801c8319dc42
This link will take you directly to your case if you are already logged in.
Another way to navigate to your case would be through “My Work.” You should be able to find application
number PLREV-0587-2023 under “My Plans”
Once you go into the application (link above), click on the oval attachment tab and you should be prompted
to submit project plans. Please also add any other documents such as comment responses.
Feel free to reach out to me with any questions.
Thank you,
Michael Loew
Deputy Director/Chief Building Official
2
The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location.
Community Development
E Mloew@slocity.org
T 805.781.7157
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From: John Rourke <
Sent: Wednesday, January 24, 2024 2:39 PM
To: Loew, Michael <Mloew@slocity.org>
Cc: Danielle Lauinger <dlauinger@abovegradeengineering.com>; Scott Stokes
<scott@abovegradeengineering.com>
Subject: Re: 163 Serrano heights subdivision improvement map
Hi Michael,
We already submitted one, this is the responses to your response. Does it go through the portal? Does it just
get emailed? If so to who?
Thanks
John
On Wed, Jan 24, 2024, 1:22 PM Loew, Michael <Mloew@slocity.org> wrote:
Please work with the building counter to submit a permit revision application. You can follow the attached
guide to submit online.
Thank you,
Michael Loew
Deputy Director/Chief Building Official
Community Development
E Mloew@slocity.org
T 805.781.7157
slocity.org
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3
From: Danielle Lauinger <dlauinger@abovegradeengineering.com>
Sent: Wednesday, January 24, 2024 9:02 AM
To: Loew, Michael <Mloew@slocity.org>
Cc: John Rourke < ; Scott Stokes <scott@abovegradeengineering.com>
Subject: Re: 163 Serrano heights subdivision improvement map
Michael,
Attached is the revised plans with the retaining wall and its subdrain system.
Please let me know if we need to submit these via another avenue.
Thanks,
On Mon, Nov 6, 2023 at 8:06 PM Loew, Michael <Mloew@slocity.org> wrote:
Hi John,
There isn’t a set of plans attached to this email. Is related to specific building permit?
Michael Loew
Deputy Director/Chief Building Official
Community Development
E Mloew@slocity.org
T 805.781.7157
slocity.org
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From: John Rourke <
Sent: Monday, November 6, 2023 9:46 AM
To: Loew, Michael <Mloew@slocity.org>
Cc: Scott Stokes <scott@abovegradeengineering.com>; Danielle Lauinger
<dlauinger@abovegradeengineering.com>
Subject: Re: 163 Serrano heights subdivision improvement map
4
Hi Michael,
Here is the updated improvement map let me know if you need anything else.
Thanks
John
On Mon, Nov 6, 2023, 9:20 AM Danielle Lauinger <dlauinger@abovegradeengineering.com> wrote:
Sorry about that John. Here you go.
On Mon, Nov 6, 2023 at 9:03 AM John Rourke < wrote:
That is a county form, can you change to a city form
On Mon, Nov 6, 2023, 8:33 AM Danielle Lauinger <dlauinger@abovegradeengineering.com> wrote:
John,
See attached revised plan set and the Change to Issued Permit form that you can submit to the City.
On Wed, Nov 1, 2023 at 11:59 AM LaFreniere, Matt <mlafreni@slocity.org> wrote:
Hi John,
If there is proposed work on private property, please submit through the Building Division. Please
reference the attached conditions, specifically:
10.A separate subdivision improvement or miscellaneous public improvement plan is not
required. The building plan submittal may be used to show some or all of the required
5
private on-site subdivision improvements. Improvements located within the public right-
of-way will require a separate encroachment permit and associated inspection fees based
on the fee schedule in effect at the time of permit issuance, if applicable. A separate
subdivision improvement plan review fee and subdivision map check fee will be required
for the Public Works Department review and inspection of the public
subdivision/development improvements and map in accordance with the most current fee
resolution.
Thank you,
Matt LaFreniere
pronouns he/him/his
Engineering Technician III
Community Development
Engineering Development Review
919 Palm Street, San Luis Obispo, CA 93401-3218
E mlafreni@slocity.org
T 805.781.7015
slocity.org
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From: John Rourke <
Sent: Wednesday, November 1, 2023 11:34 AM
To: Loew, Michael <Mloew@slocity.org>; LaFreniere, Matt <mlafreni@slocity.org>; Danielle Lauinger
<dlauinger@abovegradeengineering.com>
Subject: 163 Serrano heights subdivision improvement map
This message is from an External Source. Use caution when deciding to open attachments, click links, or respond.
Hi Michael and Matt,
Danielle is finalizing the update to the map to reflect the retaining wall and fence.to who and how does
she submit it?
Thanks
John
6
--
Danielle Lauinger, PE
Civil Engineer
Main: (805) 540-5115 | Direct: (805) 548-1181
245 Higuera Street, San Luis Obispo, CA 93401
--
Danielle Lauinger, PE
Civil Engineer
Main: (805) 540-5115 | Direct: (805) 548-1181
245 Higuera Street, San Luis Obispo, CA 93401
--
7
Danielle Lauinger, PE
Civil Engineer
Main: (805) 540-5115 | Direct: (805) 548-1181
245 Higuera Street, San Luis Obispo, CA 93401
1
From:La Chaine, Steve
Sent:Friday, November 17, 2023 12:03 PM
To:Stong, Nate
Subject:RE: ENCR-2031-2022
There is this ENCR permit, but no files attached, may have been for retaining wall
hƩps://energov.slocity.org/energov_prod/managepermit/ - /permit/1f10a075-2156-40ab-a77e-07997d60538d/files
From: La Chaine, Steve
Sent: Friday, November 17, 2023 11:07 AM
To: Stong, Nate <NStong@slocity.org>
Subject: SBDV-2029-2018 (163 Serrano Heights) Tentative Parcel Map
hƩps://energov.slocity.org/energov_prod/manageplan/ - /plan/cfc58830-cfe6-4ce2-bb50-2490f352de3d/files
On work doc attached, #16 looks like Fire required FH there.
Steve
Steve La Chaine
Engineering Consultant
Community Development
919 Palm Street, San Luis Obispo, CA 93401-3218
E slachain@slocity.org
T 805.781.7201
slocity.org
Stay connected with the City by signing up for e-notifications
1
From:DeGiovanni, Stephanie
Sent:Wednesday, November 1, 2023 12:42 PM
To:LaFreniere, Matt
Subject:RE: 163 Serrano heights subdivision improvement map
Oh ok great! Thanks!
From: LaFreniere, Matt <mlafreni@slocity.org>
Sent: Wednesday, November 1, 2023 12:01 PM
To: DeGiovanni, Stephanie <sdegiova@slocity.org>
Subject: FW: 163 Serrano heights subdivision improvement map
FYI, for reference. The Conditions of Approval should be a guide on how the project is submitted and what the
requirements are.
From: LaFreniere, Matt
Sent: Wednesday, November 1, 2023 12:00 PM
To: John Rourke < ; Loew, Michael <Mloew@slocity.org>; Danielle Lauinger
<dlauinger@abovegradeengineering.com>
Subject: RE: 163 Serrano heights subdivision improvement map
Hi John,
If there is proposed work on private property, please submit through the Building Division. Please reference the
attached conditions, specifically:
10.A separate subdivision improvement or miscellaneous public improvement plan is not
required. The building plan submittal may be used to show some or all of the required private
on-site subdivision improvements. Improvements located within the public right-of-way will
require a separate encroachment permit and associated inspection fees based on the fee
schedule in effect at the time of permit issuance, if applicable. A separate subdivision
improvement plan review fee and subdivision map check fee will be required
for the Public Works Department review and inspection of the public
subdivision/development improvements and map in accordance with the most current fee
resolution.
Thank you,
Matt LaFreniere
pronouns he/him/his
Engineering Technician III
2
Community Development
Engineering Development Review
919 Palm Street, San Luis Obispo, CA 93401-3218
E mlafreni@slocity.org
T 805.781.7015
slocity.org
Stay connected with the City by signing up for e-notifications
From: John Rourke <
Sent: Wednesday, November 1, 2023 11:34 AM
To: Loew, Michael <Mloew@slocity.org>; LaFreniere, Matt <mlafreni@slocity.org>; Danielle Lauinger
<dlauinger@abovegradeengineering.com>
Subject: 163 Serrano heights subdivision improvement map
This message is from an External Source. Use caution when deciding to open attachments, click links, or respond.
Hi Michael and Matt,
Danielle is finalizing the update to the map to reflect the retaining wall and fence.to who and how does she submit it?
Thanks
John
CODE CASE ACTIVITY REPORT CODE-000063-2023
FOR CITY OF SAN LUIS OBISPO
Address:Closed Date:In ViolationStatus:163 Serrano Heights
San Luis Obispo, CA 93405
04/10/2023Opened Date:Nick BuckleyAssigned ToCode EnforcementCase Type:
Activity Date Created By Activity Type CommentsActivity Name
04/10/2023 NB - Confirmed a retaining wall with a fence
on top on site that appears to be new. Have
not yet confirmed that the retaining wall was
done without permit or in violation of building
code.
InspectionNick Buckley 4/10/23
NB - Received a complaint regarding a
retaining wall with out permit.
CorrespondenceNick Buckley 4/10/23 - Initial Complaint
04/19/2023 4/19/23 NB - Received a call from an
anonymous reporting party regarding
drainage that was installed which is causing
erosion issues on neighbors
The
RP also stated that was going to call Jim
Gorter to discuss.
CorrespondenceNick Buckley Anon RP
05/03/2023 NB - Spoke with the property owner who
was confident they did not need a permit
because the fence was under 9 feet. He also
denied my request for an onsite inspection.
CorrespondenceNick Buckley 5-2-23 - PO
05/12/2023 NB - Building code states that any fence over
7 feet requires a permit and the municipal
code amended that to 6 feet. Also, any
retaining wall over 48 inches including the
footing requires a permit. The retaining wall on
site is at minimum 56 inches at highest point
from natural grade determined by counting
blocks. Permit is required for the retaining
wall/fence.
ResearchNick Buckley 5/3/23
NB - NOV sent certified and regular mail.
Compliance due date is 6/12/23.
Notice of ViolationNick Buckley 5/12/23
06/25/2024 NB - Multiple emails exchanged between the
property owner, building staff, engineering
staff and myself. I also had a phone
conversation with the property owner today
where we discussed the height of the wall,
and the footings. The property owner states
that there is a difference in opinion regarding
what constitutes a footing. My response is
that a retaining wall will be measured from the
bottom of the concrete or block (including
what is below grade) to the bottom of the
concrete or block. I also sent the PO an email
with the original NOV attached. A permit tech
also sent him the comments from engineering
yesterday and again today.
CorrespondenceNick Buckley 6/25/24
Page 1 of 1City of San Luis ObispoJune 26, 2024
Notice to Correct Code Violation(s)/Notice of Violation
(Courtesy Warning Prior to Issuance of Administrative Citation)
May 12, 2023
John Rourke
281 Broad St
San Luis Obispo, CA 93405
SUBJECT ADDRESS: 163 Serrano Heights, San Luis Obispo, CA 93405 APN: 052-061-049
Code Case #: CODE-000063-2023
Dear Property Owner,
On April 10th, 2023, City of San Luis Obispo Community Development Department staff noted the following
violations of the San Luis Obispo Municipal Code or other relevant codes at the above listed address:
1. Permit Required (SLOMC 15.02.020, California Building Code 105.1)
“Any owner or owner’s authorized agent who intends to construct, enlarge, alter, repair, move,
demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair,
remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of
which is regulated by this code, or to cause any such work to be performed, shall first make application
to the building official and obtain the required permit.”
Resolution: Permit or remove the retaining wall/fence combination.
2. Fences, Walls, and Hedges (SLOMC 17.70.070[C])
“Fences, walls or hedges may be placed within required yards, provided they do not exceed
maximum height limitations and comply with the following standards:
1. The maximum height of a fence, wall, or hedge shall not exceed six feet; except within
any front setback, the maximum fence, wall, or hedge shall be as shown in Figure 3-3.
Corrective Action: Reduce the fence height to the allowed fence height according to the fence height
standards. Or obtain building permit.
ALL REQUIRED WORK MUST BE COMPLETED WITHIN 90 DAYS OF PERMIT ISSUANCE.
We request that you voluntarily take action to correct the above noted violation(s) no later than 6/12/2022. These
violations constitute a public nuisance and must be abated. Failure to correct the violation(s) by the specified date
will result in the issuance of an Administrative Citation requiring payment of FINES in accordance with SLOMC
Chapter 1.24. For Municipal Code violations that remain uncorrected after issuance of an Administrative Citation,
the City may seek enforcement by other civil or criminal remedies.
Any person having a title interest in the property may request a Director’s review of this Notice by completing the
enclosed Request for Director’s Review Form and submitting it to the Community Development Department via
email at code@slocity.org or to 919 Palm Street, San Luis Obispo, CA 93401, within five (5) days of the date of
this Notice. This Notice shall be deemed final unless you timely file a Request for Director’s Review.
We look forward to working with you to resolve these violations and would like to thank you for your efforts to
maintain your property and to help preserve the safety and beauty of our community. If you have questions,
please contact the undersigned Officer at (805) 783-7872 or nbuckley@slocity.org.
Sincerely,
____________________________
Nick Buckley, Code Enforcement Officer
Cc:
Enclosures: Request for Directors Review
Notice to Correct Code Violation(s)/Notice of Violation
(Courtesy Warning Prior to Issuance of Administrative Citation)
May 12, 2023
John Rourke
281 Broad St
San Luis Obispo, CA 93405
SUBJECT ADDRESS: 163 Serrano Heights, San Luis Obispo, CA 93405 APN: 052-061-049
Code Case #: CODE-000063-2023
Dear Property Owner,
On April 10th, 2023, City of San Luis Obispo Community Development Department staff noted the following
violations of the San Luis Obispo Municipal Code or other relevant codes at the above listed address:
1. Permit Required (SLOMC 15.02.020, California Building Code 105.1)
“Any owner or owner’s authorized agent who intends to construct, enlarge, alter, repair, move,
demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair,
remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of
which is regulated by this code, or to cause any such work to be performed, shall first make application
to the building official and obtain the required permit.”
Resolution: Permit or remove the retaining wall/fence combination.
2. Fences, Walls, and Hedges (SLOMC 17.70.070[C])
“Fences, walls or hedges may be placed within required yards, provided they do not exceed
maximum height limitations and comply with the following standards:
1. The maximum height of a fence, wall, or hedge shall not exceed six feet; except within
any front setback, the maximum fence, wall, or hedge shall be as shown in Figure 3-3.
Corrective Action: Reduce the fence height to the allowed fence height according to the fence height
standards. Or obtain building permit.
ALL REQUIRED WORK MUST BE COMPLETED WITHIN 90 DAYS OF PERMIT ISSUANCE.
We request that you voluntarily take action to correct the above noted violation(s) no later than 6/12/2022. These
violations constitute a public nuisance and must be abated. Failure to correct the violation(s) by the specified date
will result in the issuance of an Administrative Citation requiring payment of FINES in accordance with SLOMC
Chapter 1.24. For Municipal Code violations that remain uncorrected after issuance of an Administrative Citation,
the City may seek enforcement by other civil or criminal remedies.
Any person having a title interest in the property may request a Director’s review of this Notice by completing the
enclosed Request for Director’s Review Form and submitting it to the Community Development Department via
email at code@slocity.org or to 919 Palm Street, San Luis Obispo, CA 93401, within five (5) days of the date of
this Notice. This Notice shall be deemed final unless you timely file a Request for Director’s Review.
We look forward to working with you to resolve these violations and would like to thank you for your efforts to
maintain your property and to help preserve the safety and beauty of our community. If you have questions,
please contact the undersigned Officer at (805) 783-7872 or nbuckley@slocity.org.
Sincerely,
____________________________
Nick Buckley, Code Enforcement Officer
Cc:
Enclosures: Request for Directors Review
Request: 1854 Entered on: 04/06/2023 2:53 PM
Customer Information
Name:Anonymous Phone:
Address:Alt. Phone:
,Email:
Request Classification
Topic:Unpermitted Construction
(Completed)Request type:Problem
Status:Closed Priority:Normal
Assigned to:Nick Buckley Entered Via:iPhone
Problem Location:163 Serrano Heights, San Luis
Obispo
BCC Council?
Days to Close 4
Disposition Code Case Created
Description
The owner has constructed a massive concrete retaining wall to extend the front yard. I don’t believe they have a
permit for this.
Reason Closed
There are building permtis issued but they do not identify retaining walls. Will set up inspection with T. Nelson and
property owner.
Date Expect Closed: 04/08/2023
Date Closed: 04/10/2023 3:13 PM By: Nick Buckley
Enter Field Notes Below
Notes:
6/26/24, 3:51 PM Print Request
https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=6839166&type=0 1/2
Notes Taken By: Date:
6/26/24, 3:51 PM Print Request
https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=6839166&type=0 2/2