HomeMy WebLinkAbout1 PARK NEWPORT PROJ FILEIllllhl Inl III IIIII IIIIIII nlll IIIIII IIII III IIII*NEW FILE*
1 Park Newport Proj File
STATE OF CALIFORNIA, THE RESOURCES AGENCY .F ' ) GRP
CALIFORNIA COASTAL COMMISSION PLANNING D�PARTAIENT
4- South Coast Area Office CITY OP ^I;=
2000ceangate, Suite 1000 r"G_ EACM
Long Beach, CA 90802-4302 OCT(562)590.5071 AM C
I
Permit Number 5-98-345 issued to• Gerson Bakar & Associates for:
Governor
Bluff stabilization to protect existing development consisting of construction of two
caisson retaining walls at two bluff top locations. The first retaining wall will have
twenty three caissons, placed about 3 feet landward of the top of slope, and will be
approximately 150 feet long. Drilling for the caissons will excavate 300 cubic yards of
soil. In addition, minor surficial grading, approximately 45 cubic yards of cut, is proposed
to improve drainage. The second retaining wall will have six caissons placed about 3 feet
landward of the top of slope, resulting in a 40 feet long structure. Drilling for this
structure will excavate 165 cubic yards of soil. No surficial grading is proposed at this
site. All soils excavated by drilling or drainage improvements will be exported and legally
disposed or reused outside the coastal zone. No major earthwork is proposed and neither
caisson retaining wall wilt extend above grade.
at: 1 Park Newport, City of Newport Beach, County of Orange has been amended to
include the following change:
Removal of landslide debris previously left in place on the bluff face above the Upper
Newport Bay Ecological Resbrve. Removal involves excavation and disposal of 2,500
cubic yards of soil and contouring the slope to match adjacent topography. In addition,
the removal of landslide debris will result in impacts to 0.25 acres of coastal sage scrub
habitat. The applicant is proposing replacement of coastal sage scrub at a ratio of 2.5:1
(i.e. 0.626 acres) through on -site restoration. Finally, the applicant is proposing to
construct an approximately 180 foot long, 4' 6" high cable rail fence three feet landward
of the bluff edge along the top of the bluff and a 115 foot long 2'8" high concrete barrier
"type 50" debris wall along the base of the bluff and the edge of Back Bay Drive.
This amendment will become effective upon return of a signed copy of this form to the
Commission office. Please note that the original permit condition unaffected by this
amendment are still effect.
PATER W DOUGLAS
7:E
t L
By: Karl F. Schwing
Title: Coastal Program Analyst
ACKNOWLEDGMENT
I have read and understand the above permit and agree to be bound by the conditions as
amended of Coastal Development Permit 5-98-345..
Date: Signature
I . A
5-98-345-Al
Coastal Development Permit Amendment
Page 2 of 5
SPECIAL CONDITIONS:
1. PRIOR CONDITIONS
Unless specifically altered by this amendment, all regular and special conditions
attached to coastal development permit 5-98-345 remain in effect.
2. ASSUMPTION OF RISK, WAIVER OF LIABILITY AND INDEMNITY
A. By acceptance of this permit, the applicant acknowledges and agrees (1) that
the site may be subject to hazards from landslide/slope destabilization; (11) to
assume the risks to the applicant and the property that is the subject of this
permit of injury and damage from such hazards in connection with this
permitted development; (ill) to unconditionally waive any claim of damage or
liability against the Commission, its officers, agents, and employees for
injury or damage from such hazards; and (iv) to indemnify and hold harmless
the Commission, its officers, agents, and employees with respect to the
Commission's approval of the project against any and all liability, claims,
demands, damages, costs (including costs and fees incurred in defense of
such claims), expenses, and amounts paid in settlement arising from any
injury or damage due to such hazards.
B. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the
applicant shall execute and record a deed restriction, in a form and content
acceptable to the Executive Director incorporating all of the above terms of
this condition. The deed restriction shall include a legal description of the
applicant's entire parcel. The deed restriction shall run with the land, binding
all successors and assigns, and shall be recorded free of prior liens that the
Executive Director determines may affect the enforceability of the restriction.
This deed restriction shall not be removed or changed without a Commission
amendment to this coastal development permit.
3. FINAL COASTAL SAGE SCRUB RESTORATION AND MONITORING PROGRAM
A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant
shall submit, for review and approval of the Executive Director, a final revised
Coastal Sage Scrub Restoration and Monitoring Program that substantially
conforms with the restoration and monitoring program submitted to the
Commission titled Park Newport Apartments Slide Habitat Restoration Plan and
Specifications (Project No. PNP830) dated July 30, 1999, prepared by LSA
Associates, Inc. of Irvine, California, except that it shall be revised to:
1. provide a site survey including a map to quantify the take and re -vegetation
amounts of coastal sage scrub;
5-98-345-A1
s Coastal Development Permit Amendment
Page 3 of 5
2. provide a re -vegetation plan detailing the timing of planting, species to be
planted, plant size (seed or container stock), and, plant location;
3. include a provision indicating that the annual mitigation monitoring reports
prepared pursuant to the Park Newport Slide Habitat Restoration Plan &
Specifications prepared by LSA Associates and dated July 30, 1999 shall be
submitted to the Executive Director within 30 days of the date the report is
completed.
B. The permittee shall undertake development in accordance with the approved final
plan. Any proposed changes to the approved final plan shall be reported to the
Executive Director. No changes to the approved final plan shall occur without a
Commission amendment to this coastal development permit unless the Executive
Director determines that no amendment is legally required.
4. TIMING OF CONSTRUCTION — LIGHT FOOTED CLAPPER RAIL
To avoid adverse impacts on the light footed clapper rail (Rallus longirostris levipes),
construction shall not occur between March 15 through August 15 of any year.
However, the permittee may undertake construction during this periodr upon obtaining a
written statement of the Executive Director authorizing construction on specified dates.
To obtain such a statement, the permittee must submit a declaration from the U.S. Fish
and Wildlife Service and California Department of Fish and Game stating that construction
on the specific dates proposed will not cause adverse impacts to any sensitive or
endangered species. The declaration must contain an assessment of the foraging,
breeding, and nesting of the light footed clapper rail found in the area and a statement
that the construction activity on the specific dates proposed will not interfere with the
foraging, breeding, and nesting of the light footed clapper rail.
5. TIMING OF CONSTRUCTION — CALIFORNIA GNATCATCHER
To avoid adverse impacts on the California gnatcatcher (Polioptila californica californica),
construction shall not occur between February 15 through August 15 of any year.
However, the permittee may undertake construction during this period upon obtaining a
written statement of the Executive Director authorizing construction on specified dates.
To obtain such a statement, the permittee must submit a declaration from the U.S. Fish
and Wildlife Service and California Department of Fish and Game stating that construction
on the specific dates proposed will not cause adverse impacts to any sensitive or
endangered species. The declaration must contain an assessment of the foraging,
breeding, and nesting of the California gnatcatcher found in the area and a statement that
the construction activity on the specific dates proposed will not interfere with the
foraging, breeding, and nesting of the California gnatcatcher.
1
5-98-345-A1
Coastal Development Permit Amendment
Page 4 of 5
6. REGIONAL WATER QUALITY CONTROL BOARD APPROVAL:
PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, applicant shall provide
to the Executive Director a copy of a permit issued by the Regional Water Quality Control
Board, or letter of permission, or evidence that no permit or permission is required. The
applicant shall inform the Executive Director of any changes to the project required by the
Regional Water Quality Control Board. Such changes shall not be incorporated into the
project until the applicant obtains a Commission amendment to this coastal development
permit, unless the Executive Director determines that no amendment is legally required.
7. REQUIREMENTS TO MINIMIZE VISUAL IMPACTS —
COLOR AND TEXTURE PLAN
A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the
applicant shall submit, for the review and approval of the Executive Director,
a plan demonstrating that the color and texture of the proposed debris wall
will be compatible with the adjacent bluff face and native vegetation. The
plan shall demonstrate that:
1. the structure will be constructed with concrete that has been colored
with earth tones that are compatible with the adjacent bluff face and
vegetation,
2. white and black tones will not be used,
3. the color will be maintained through -out the life of the structure,
4. the structure will have a non -reflective texture to match the adjacent
bluff face;
5. a row of native vegetation will be planted in front of the debris wall to
obscure the wall from view.
B. The permittee shall undertake development in accordance with the approved final
plan. Any proposed changes to the approved final plan shall be reported to the
Executive Director. No changes to the approved final plan shall occur without a
Commission amendment to this coastal development permit unless the Executive
Director determines that no amendment is required.
8. LEGAL INTEREST
PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the
applicant shall submit, for the review and approval of the Executive Director,
written documentation demonstrating that it has the legal ability to undertake the
proposed development as conditioned herein.
5-98-345-A1
Coastal Development Permit Amendment
Page 5 of 5
9. CONSTRUCTION RESPONSIBILITIES AND DEBRIS REMOVAL
The permittee shall comply with the following construction -related requirements:
(a) No construction materials, debris, or waste shall be placed or stored where it
may be subject to wave erosion and dispersion;
(b) At least one lane of Back Bay Drive passable by vehicles, pedestrians, and
cyclists shall remain open at all times;
(c) Temporary protective fencing shall be installed during construction to
exclude any activity not authorized by this permit in sensitive habitat — the
location of the fencing shall be installed consistent with the
recommendations of a qualified biologist;
(d) Erosion control/sedimentation Best Management Practices (BMP's) shall be
used to control sedimentation impacts to sensitive habitat areas, during
construction, to include the following, at minimum: placement of sand bags
(2 bags high) at the perimeter of construction areas and along Back Bay
Drive; temporary barrier fencing around the limits of construction areas; pre -
construction meeting to review procedural and BMP guidelines;
(e) construction equipment, materials, and debris shall be removed at the
conclusion of construction;
(f) Construction debris and excavation spoils shall be disposed of at a legal
disposal site outside the coastal zone.
KFS:
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U THE CITY OF NEWPORT BEACH ,y��
VICINITY MAP
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO CHAPTExz 15 OF THE NEWPOR" c: ACC+
MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL
REQUIREMENTS TO THE PERMIT.
2. DUST SHALL BE CONTROLLED BY WATEPING AND/OR DUST PALLIATi. E.
3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE
CONSTRUCTION PERIOD.
4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH
FRIDAY; 8:00 AM TO 6:00 PM SATURDAY; AND NO WORK ON SUNDAYS OR
HOLIDAYS PER SECTION 10-28 OF THE NBMC.
5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER
SECTION 10-28 OF THE NBMC.
6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT
ALL TIMES.
7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND
PROTECTING UTILITIES.
8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE
USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION.
9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE
WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING
OFFICIAL.
10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE
APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM
WITH CHAPTER 15 OF THE NBMC.
11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND
SLOPE AREAS.
12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION
CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALL RESULT IN .
FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT.
13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC
AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785.
14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL
BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL
MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020.
REQUIRED INSPECTIONS
1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO
START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING
CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY
GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD
INSPECTIONS WILL BE OUTLINED AT THE MEETING.
2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START
OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING
PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER,
SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES.
REQUIRED FIELD INSPECTORS WILL BE OUTLINED AT THE MEETING.
No. 45838
Exp. 12-31-02
C
NO.
REVISIONS
i)j vvruri i
SEW Pp��
-�� BACK BAY _ A
FOCLUBHOUSE SLIDE MODIFICATION
PARK NEWPORT APARTMENTS
GRADING NOTES
1 FIL_ S�)P_S SHALL BE COMPACTE` TO NO LESS 'HA'1 ?0 PERCENT
C '.1PACTION OUT TO THE F 11SHED SURFAC,
2. ALL FILLS SHALL BE COMPACTED POUGHOUT TO A YIN MUM OF 90
PERCENT RELATIVE COMPACTION AS D.-TERMINED BY ASTM TEST METHOD 1557,
AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE
PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF
SUFFICIENT QUANTITY TO ATTEST TO T"E OVERALL COMPACTION EFFORT
APPLIED TO THE FILL AREAS.
3. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND
DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO
PLACING OF THE FILL.
4. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.
5. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR
REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED.
6. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR
CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER.
7. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING
AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON
FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR
POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING
FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO
THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON.
8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE
FIELD FOR LINE AND GRADE.
9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM
OF 90 PER NT ,RELATIVE COMPACTION, AND APPROVED BY THE SOILS
ENGINEEf#ILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE
FLAT WORK C - � OVER UNTESTED BACKFILLS TO FACILITATE TESTING.
10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY
GRADING ENGINEER.
11. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH
CHAPTER 15 OF THE NBMC.
12. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS
DURING GRADING.
DOCUMENTATION
1. AN A BUILT GRADING =LA'! SHAD BE PREPARED E- THE C`,,?
ENGINEEF INCLUDING ORIGINAL GROUND SURFACE ELEV' ": ,. NS. AS-:'RDDED
GROUND 'URFACE ELEVATIONS, LOT DRAINAGE PATTERN`) AND _C;CAr,CNS,
AND ELE' ATIONS OF ALL SURFACE AND SUB -SURFACE DRA,`iAGE
FACILITIE HE SHALL PROVIDE WRITTEN APPROVAL Thar TF r WORK WA`
DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND
STATE THE NUMBER OF YARDS OF CUT/OR FILL MOVED DURING THE
OPERATIO"1.
Underaround Service Alert
Call: TOLL FREE
1-800
422-4133
WORKING DAYS BEFORE YOU DIG1
EARTHWORK QUANTITIES
CUT FILL
RAW JUANTITIES 2500 CY 0 CY
TOTAL EXPORT: 2500 CY
NOTE:
QUANTITIES REPORTED HEREON ARE FOR PLAN CHECK PURPOSES
ONLY AND )0 NOT ACCOUNT FOR SHRINKAGE/BULKING OR REMEDIAL
GRADING. SEE GEOTECHNICAL REPORT FOR ADDITIONAL PARAMETERS.
BASIS OF BEARING:
THAT ERTAIN COURSE ALONG THE WESTERLY LINE
OF LC" 3 IN TRACT 6947 IN THE CITY OF NEWPORT
BEACH. CALIFORNIA IN BOOK 255, PAGES 8-12
SHOWN AS N12'47'46"E
PLAN PREPARED BY:
GEOTECHNICAL FIRM: HETHERINGTON ENGINEERING, INC.
32242 PASEO ADELANTO, SUITE C
SAN JUAN CAPISTRANO, CA., 92675
Robert Bef2,77Wam Frost do Associates
R113
(714) 487-9060
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
DATE:
v �'11 P.O. BOX 57057 14725 ALTON PARKWAY,
10
i IRVINE, CALIFORNIA 92619-7057 (714) 472-3505
MARK 1ETHERINGTON GE 397
GEOLOGICAL FIRM: HETHERINGTON ENGINEERING, INC.
RE WE
32242 PASEO ADELANTO, SUITE C
SAN JUAN CAPISTRANO, CA., 92675
�
i1�_ DATE: 9/1 �00
(714) 487-9060
DATE:
SHT. NOS.
APPR.
DATE
CRAIG F. JOHNSON R.C.E. NO. 45838
PAUL A. BOGSETH CEG 1153
EROSION CONTROL NOTES
'n case or emergency call ANDY DODGE
(Respons'ble person)
c, (949)644-4209 OR CELL PHONE (949)795-1240
(24-nr. phone no.)
the undersigned civil engineer will rev --w erosion control work. `
CRAIG F. JOHNSON
(Print Name)
(Signature) ([
1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 6:5 TO
MAY 15.
2. EROSION CONTROL DEVICES
SHALL BE AVAILABLE ON SITE BETWEEN
OCTOBER 15 AND MAY 15.
3. BETWEEN OCTOBER 15 AND
MAY 15, EROSION CONTROL MEASURES SHALL
BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY
PROBABILITY OF RAIN EXCEEDS
30 PERCENT. DURING THE REMAINDER OF
THE YEAR, THEY SHALL BE IN
PLACE AT THE END OF THE WORKING DAY,
WHENEVER THE DAILY RAINFALL
PROBABILITY EXCEEDS 50 PERCENT.
4. LANDSCAPING PLANS SHALL
BE SUBMITTED FOR APPROVAL, WORK
COMPLETED AND A CERTIFICATE
OF CONFORMANCE RECEIVED BY THE CITY
GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE
CITY GRADING ENGINEER.
5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND
MAINTAINED FOR THE DURATION
OF THE PROJECT.
CALIFORNIA COASTAL COMMISSION 6ol.th coest mietrict Office
SOUTH COAST DISTRICT
SPECIAL CONDITION APp3�CVBD •�� 1� 5-Ai
COMP�JAN 1q�At W5 Per
Inc
CDP NO. 5y ` By:
CONDITION NO. 7
ACCEPTED BY: Bra 0T
DATE: 10 I _&_ lam
PLAN INDEX
SHEET
TITLE SHEET
CONSTRUCTION NOTES, QUANTITIES AND DETAILS
CONSTRUCTION DETAILS
MITIGATION NOTES
GRADING PLAN
IF..
GRADING PERMIT NO
BENCHMARK:
ESTABLISHED BY ORANGE COUNTY SURVEY 1970
1 MILE NORTHEAST ALONG BACKBAY DRIVE FROM THE
INTERSECTION OF JAMBOREE ROAD, 50 FT. WEST OF
THE CENTERLINE OF BACKBAY DRIVE, 1 FT. NORTH
OF THE SOUTH END OF A CONCRETE HEADWALL OF
A CONCRETE PIPE CULVERT, AT THE JUNCTION OF
BACKBAY DRIVE AND SAN JOAQUIN HILLS ROAD.
BENCHMARK DESIGNATION: NB4-30-70
ELEVATION: 4.934
NGVD29/1995 OCS ADJ.
NO.
1
2
2A
28
3
DEVELOPER: PARK NEWPORT APARTMENTS
ADDRESS: 1 PARK NEWPORT DRIVE
NEWPORT BEACH CA 92660
PHONE: (714) 720-2200
LEGAL DESCRIPTION:
A PORTION OF PARCEL 1 OF NEWPORT BEACH
LOT LINE ADJUSTMENT NO. 94-1, INST. NO.
94-0092253 O.R. AND A PORTION OF LOT 3,
TRACT NO. 6947, M.M. 285/8-12
PROJECT ACREAGE __21__ ACRES
I�F_WPORT FE
PARK NEW T r�
APARTME
AUG ILL} D
9 2 2000
COAS
0
ROB
OVEN HILLS _`���
LOCATION
ION
SCALE: 1" = 200'
PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S)
1. EXISTENCE AND LOCATION ANY UNDERGROUND U `ILITIES AND/OR
ST- UCTURES SHOWN ON THESE PLANS WERE OBTAINED f:Y A SEARCH OF THE
AV,, -"-ABLE RECORDS. APPRO1 -L OF THESE PLANS BY T•E CITY OF IRVINE
DO NOT CONSTITUTE A RE' �ESENTATION AS TO THE Arr URACY OR
COVPLETENESS OF THE LOC PION OR THE EXISTENCE OF NONEXISTENCE OF ANY
UTILITY AND/OR STRUCTL;'- WITHIN THE LIMITS OF THIS PROJECT. THE
CONTRACTOR IS REQUIRE_ "0 TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT
THE UTILITIES OF RECO D )R NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
2. RELOCATION OR REM wAL CF ANY EXISTING UTILITIES SHALL BE PERFORMED B`F
THE RESPECTIVE UTILITY OWNc RS, AT THE EXPENSE OF THE DEVELOPER.
3. THE GRADING CONTRACTOR Sf<ALL SATISFY HIMSELF AS TO THE GRADING
QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID.
4. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER
BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING
OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO
COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO THE CITY OF NEWPORT BEACH
5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
PRIOR TO COMMENCEMENT OF GRADING OPERATIONS.
6. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL
NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING
AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY
OF IRVINE.
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
This set of plans & specifications must be kept on the job at all times
and it is unlawful to make any changes or alterations on same without
written permission from the City of Newport Beach Community Development
Department. The stamping of this plan & specifications SHALL NOT be
held to permit or be an approval of the violation of any provisions of any
City Ordinance or State Law.
IMPORTANT NOTICE
Section 4216/4217 of the Government Code requires a Dig Alert Identifi-
cation Number be issued before a "Permit to Excavate' will be valid.
TOLL FREE 1-800-422-4133
Two working days before you dig.
ALL WORK PROPOSED IN PUBLIC RIGHT-OF-WAY WILL BE SHOWN
ON THE GRADING PLANS. THOSE ITEMS THAT ARE NOT SHOWN WILL
REQUIRE A SEPARATE ENCROACHMENT PERMIT.
PARK NEWPORT APARTMENTS
CLUBHOUSE SLIDE MODIFICATION
TITLE SHEET
CITY OF NEWPORT BEACH
PROJECT NO.
34460
SHEET
1
OF 3
AUG 16 2000
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1/4" 0 BOLT —PEEN END ® JAW END
1 /4" 0 EYE BOLTS IN
3/8" 0 DRILLED HOLES.
PEEN ENDS OF BOLTS (TYP.)
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These plans have been reviewed for
conformance with the recommendations
of the report(s) dated
Hetherington Engineering, Inc.
Rv
Date:
5/16' 0 TURNBUCKLE
WITH 4 1/r MIN.
ADJUSTMENT (TYP.)
PC CONCRETE
4'-0"
TYP. END SPAN
0
200'f
FG
on
4'-0" MAX.
TYP. INTERMEDI
2 1/4" 0 CABLE INTERMEDIATE
CLAMPS PER END TURNBUCKLES PIPE NPS
1 1 /4" STD
I
WASHER
CRIMPED STOP,
SLEEVE CLAMP
0 DRILLED
0
ELEVATION
NOT TO SCALE
3/47 0 HOLE
,,1 /4 0 GALV. CABLE
PIPE NPS 2 STD POST
3/4"t—�
ALTERNATIVE DEAD END ANCHORAGE
NOT TO SCALE
EYE BOLT OR EYE END CRIMPED SLEEVE CLAMP
OF TURNBUCKLE I 1/4" 0 GALV. CABLE
II
ALTERNATIVE CABLE CONNECTION
NOT TO SCALE
Cable Rail Fence Detail
NOT TO SCALE
POST CAP TO BE A
DRIVEN FIT (TYP.)
1 /4" 0 GALV.
CABLE (TYP.)
114 TOTAL A f PI2PSTDPS
CLAMP
PLACE NPS
1 1/4-
STD (TYP)
MAX. _I _ 4'-0"
;MEDIATE "1 TYP. END SPAN
NOTES
1. MAXIMUM DISTANCE BETWEEN TURNBUCKLES SHALL BE 200 FT.
2. INTERMEDIATE TURNBUCKLES TO BE PLACED IN ADJACENT SPANS.
3. CABLE SHALL NOT BE SPLICED BETWEEN INTERMEDIATE TURNBUCKLES
AND END POSTS.
4. ALL POSTS, CABLE AND HARDWARE TO BE GALVANIZED.
5. POSTS TO BE VERTICAL.
6. ALIGNMENT OF HOLES IN POSTS MAY VARY TO CONFORM TO SLOPE OF
TOP OF RETAINING WALL.
7. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE
THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL.
8. ALTERNATIVE DETAILS MAY BE SUBMITTED BY THE CONTRACTOR FOR
APPROVAL BY THE ENGINEER.
9. LINE POSTS SHALL BE BRACED HORIZONTALLY AND TRUSSED DIAGONALLY
IN BOTH DIRECTIONS AT INTERVALS NOT TO EXCEED 1000 FT.
10. TYPICAL END SPANS, BRACED IN BOTH DIRECTIONS, SHALL BE
CONSTRUCTED AT CHANGES IN LINE WHERE THE ANGLE OF DEFLECTION
IS 15' OR MORE.
11. PROVIDE THIMBLES AT ALL CABLE LOOPS.
12. PAINT ALL CABLE RAIL COMPONENTS PER THE ARCHITECT'S DIRECTION.
- 13. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR CABLE RAIL
LAYOUT (TURNBUCKLES, POSTS, ETC.) BEFORE ORDERING OR
FABRICATING ANY MATERIAL.
Str et
RW
Conc
Barrier
1
I
7. "2' 3' 3' 2' 7.
I
'.8" C amfer or .6' R
A-7
PCC
#4 continuous
10" RerticalTyp FG
C40" R
#4 co tinuous
1" R 61" R
z
3" compacted base
Drainage opening(6" wide, 3' O.C.)
3"
11141U*
1. Footing monolithic or doweled with 2—#8 x 8.2" ® 24.4"
Required at barrier ends and at interruptions in barrier.
2. Expansion joints in concrete barrier shall be located at all deck,
pavement and principal wall joints. Expansion joint filler material
shall be the some size as joint or .52' minimum.
3. Color to be Scofield #6063 "Winter Beige" or approved equal.
Concrete Barrier T
NOT TO SCALE
PLAN PREPARED BY:
e�oFEssloy9
Joy�Fy Robert Beia,William Frost & Associates
9 'Lif' s 1
'1 PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS
a DRAWN BY: DATE �i P.O. BOX 57057.14725 LTON PARKWAY,
IRVINE, CALIFORNIA 92619-7057
LSL 12-9g
No. 45M
Exp. 12-31-02 * DATE
IIFOF CA1�E��a� DESIGNED BY: MJM 1
9 DATE
DATE: $' `i 100
NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: LOT 12-99 CRAIG F. J0 SON R.C.E. NO. 45838
50
CALIFORNIA COASTAL COMMISSION
SOUTH COAST DISTRICT
SPECIAL CONDITION
COMPW QLJ4 E�T��A �
CDP N0.5- sc77 a`7 D JJ
CONDITION NO.
ACCEPTED BY:
DATE: 1Q_/_ 0 14t=
South r, �_ ict Of1p1oe
APPROVED r c
Permit PTO. �I1` •4 5 -AI
By:
EFFF!71_
f
PARK NEWPORT APARTMENTS
SLIDE MODIFICATION PLAN
CONSTRUCTION DETAILS
CITY OF NEWPORT BEACH
A
PROJECT NO.
34460
SHEET
2A
OF 3
T. � � _
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These plans have been reviewed for
conformance with the recommendations
of the report(s) dated
Hetherington
BY--------
Date:
Engineering, Inc.
-
__ G.E.______
7
911TiGATION MONITORING AND REPORTING PROGRAM SUMMARY
NEGATIVE DECLARATION
Park Newport Grading Project
Park Newport .Apartments
October 12, 1999
Implementation Method of Timing of Responsible Person Verification
RITIGATION MEASURES Action Verification Verification Dafe
4. GEOLCX:IC PROBLEMS (Earth)
1 That the project shall contemn in the National Pollution
Condition of
Plan Check
Prior to the issuance of
Discharge Elimination System (NPDFS) requirements and shall he subject
approval
grading permit Program
Public Works
h) Or approval of the Public Works Department and the Rudding
monumng established
Department
l kpartnent or City aullnonzed Grading Lnginecr
Prior to the issuance of
grading permit
2. An annual respective of the completed facilities shall be
Condition of
Plan Check and routine
Program mamnorma
Public Works
et)nipleted by a wgisicrtd geologist "Ihc fanhnes shall Ix insproted dunng
Approval
nainnonng by property
established poor to the
Itepavment
Apnl or May of each year The results of the inspection shall be submitted
owner
issuance ol-grading
to the City of Newport Beach Public Works Director for review before June
permit
I Should it he determined that the slope is mntinumg to sluff, based upon
Or results of the annual inspections, further remedial grading/construction
work shall he required as determined by the Public Works Dlrodor All
remedial work requited by the City shall bu completed by November I of
that ycai
Condition of
flan ('heck and routine
Program munitonng
Public Works
3 The constructed facilities shall be routinely maintained by the
Approval
mumnonng by property
cstabllsfined poor a) Or
D epartnert
property uwnvr as delemuned by the City of Newport Reach Public Works
owner
issuance of grading
Departrnrnt
permit
4 the project will comply with the erosion and stltation control
Condition of
Plan Check
Poor to the issuance of
Public Works
measures of the City's grading ordinance and all applicable local and
approval
grading Permit
D epartn ent
State building codes and seismic design guidelines, including the City
Excavation and Grading Code (NBMC Section 15 04 140 or applicable
sectionst
& BIOLOGICAL RFSOCRCES
5. A certified fcologmsi shall oversee the habitat veswrahun dunng
Condition of
Plan Check
Pnor to the Issuance of
Public Works
to revegatiting period and muotur maintenance and progress Orange
approval
grading peanut
Department and the
construction fencing shall he installed along the edge of the coastal sage
Planning Department
scrub habitat closest to the construction area prior to the start of
conlWction the constmction fencing will prevent mtmsion by
construction woken and equipment into the coastal sage scrub habitat A
biologist familiar with coasta! sage scrub habitat shall direct the location of
the instruction tinting the fencing shall he maintained in place
thr,ugMmt consstrucuon period and rennvcd only after all construction is
corrplacd All construction employees shall be Instructed not k) enter trim
the eoasral sage s[mh Whim Ixvond the construnion fenein
I I. NOISE
Page I
'SA .israurer, ins
Enrronmem.d .An"Yos
'f amoo,twion E„g,neenng
LSD B,otalfHitnwrarrL Wer(cndl
aeitat Raroumon
Raoiree Mmagrmenr
Cnmmsmuy and Lend Ploimng
Landscape Arrhttel."
A'Atteolo,gy and PSlromology
November 2, 1999
%1r. Javier Garcia, Senior Plattner
planning/Building Department
a,o a3;rn
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92658-8915
Dav,a C:orc
Rio, Don�rr•rn
Srra Grannn:m
Subject: Park Newport Apartments Slide Removal
R,cha,d Harlirioe.
Rngr Hams
,art Homnghauren
)Dear Mr, Garcia:
LSrry Kennings
Laura Llller
Please be advised that LSA Associates, Inc. has been retained by Gerson Bakar &
carollyn Lobel
a:u Navr.
Associates to provide biological monitoring during the removal of the slide and final
R b N, r-inn
grading of the slope. We performed the California gnatcatcher surveys of the area this
pis o c°nnnr
past year and are very familiar with the site. We will flush all birds that are close to or
°"" Perotwithin
the construction area In addition, we will ensure that no coastal sage scrub is
Drnman Punl,n
removed unnecessarily during the construction proctss-
R°a srnonhnlu
,Nelmlm/ Spmi(
L!nyd R Zola
Following construction, we will oversee the implementation of the "Park Newport
Slide Habitat Restoration Plan and Specifications," which we prepared for Gerson
i n .
Bakar & Associates. This oversight will include monitoring the installation and the
Lend .<uerc°m
long -tern maintenance to assure success of the project.
r3mrs aa,.m
='nrtie ""'
If you have any questions regarding this monitoring, please call me at (819) 879-3192
`.nff-c>e, Citing, Pb n
or John Ko at (949) 553-0666.
Srr.•rn W Cmuklmg
Gen Doer
lark ESrenn
Sincerely,
Rtrcmd E.KafOn
LS•A ASSOCIATES, INC.
Fart.
drnson Lre
/ for
?W.ill"
s.b•.,a ,rn°,ir
O'Connell
.N •,v •s,u-o•c°nner
Associate
i.nv Sir. es -Co<
Biologist/Restoration Ecologist
Lrnmr )tan[n,mt
I I at99<<P.TNMO\ciry Itr.wpd))
One Park Plaza Situ 300 rrlrp4iie 949 ffi-0666 Orhv offices located to Berkde,V
Irim'. cilljiarnta 92614-5981 Faosmde 949 551-8016 Pt. R.<kmond, Ro,"ra, and Sacramento
f-mar( srzenelsa�im-+not roe
MITIGATION MONITORING AND REPORTING PROGRAM SUMMARY
NEGATIVE DECLARATION
Park Newport Grading Project
Park Newport Apartments
October 12, 1999
Implementation Method of Timing of Responsible Person Verification
MITIGATION MEASURES Action Verification Verification Date
G Constmchon activity shall be limited to those hours allowed by
Condition of
Field Check
Poor to the Issuance of
Building Lepartment
the C ny of Newport Beach Noise Ordinance SecuonlO.28.0,10
approval
grading penult
15. CULTURAL RESOURCES
7 Prior to the issuance of a grading perm, the project applicant
Condition of
L v I d c it c c o f
poor in the issuance of
Manning Department
Shall provide written evidence to the City of Ncw'prt Beach that a qualified
approval
paleontologist retained
grading piano
and Budding Dept
paleontologist has been retained to observe grading acmiucs and salvage
to perform site
and catalogue fossils as nvreswy. the paleontologist shall be present al the
surveillance.
pre -grading conference, shall establish procedures for
archeological/paleontological resource surveillance, and shall establish, in
cooperation with the project developer, procedures for temporarily halting
of redirecting work to permit sampling. mtkmtification, and evaluation of the
fixsds If major arctievilogiwVpalconuOogipl tesouicm are dixuscicd,
which require long-term halting or redirecting otgrading. the paleontologist
shall epon such findings to the project developer and to the Coy of
Newport Beach The paleontologist shall doermine appropriate actions, in
cooperation with the project developer, which ensure proper exploration
and,'or salvage. Excavated finds shall be offered to the City of Newport
Beach, or its designee, on a f int-refusal basis. the applicant may retain said
finds d'wntten assurance is Pray rd,-d that they will be property Preserved in
Orange Counry, unless said fimis are of special significance. or a museum
in Change County indicates a desire In study anetbr display them at the
time, in which case Items shall be donated to the City, or designee These
actions, as well as final mitigation and disposition of the resources, shall be
subject to Or approval of the City of Newport Beach Prior to the final of
die grading pennit, the paleontologist shall wbilnl a follow-up report for
approval by the City which shall Include the period of inspection. a
catalogue and analysis of the fossils found, and present repository of the
fossils
F.A,US I'RS'dol N,SHARLDU PI A NCOM\PF.NDI NGTA RKN MKITIs1SR I AR
Page 2
Archaeological Resource Management Corporation
October 25, 1999
City of Newport Beach
Planning/Building Department
3300 Newport Boulevard
Newport Beach, CA 92658-8915
Attn: Javier Garcia, Senior Planner
Re: Park Newport Apartments, Clubhouse Slide Modification
Dear Mr. Garcia:
This letter is to inform you that Archaeological Resource
Management Corporation (ARMC) has been retained by Gerson Bakar &
Associates to provide archaeological and paleontological services
during the grading for the Park Newport Apartments, Clubhouse
Slide Modification. We will attend the pre -grade meeting and
will set forth the controls to be maintained during grading as
well as establish procedures for temporarily halting or
redirecting work to permit sampling, identification, and
evaluation of cultural and/or scientific resources. Carol R.
Demcak, Orange County certified archaeologist will supervise the
archaeology. Milos Velechovsky, Orange County certified
paleontologist, will supervise the paleontology.
If, in the course of grading, significant cultural or scientific
resources are encountered, we will notify the Project Developer
and the City of Newport Beach, and a plan of mitigation will be
worked out for the specimens. Excavated finds shall be offered
to the City of Newport Beach, or its designee, on a first -refusal
basis. At the conclusion of grading we will prepare a report of
the monitoring, which will include the number of hours worked, an
inventory and analysis of the recovered specimens, and the name
of the repository where the specimens will be housed.
Sincerely,
cy/y w+
Carol R. Demcak
President/Supervising Archaeologist
Copy: Richard Ellis, Gerson Bakar; Lorrie Lausten, RBF
1114 N. Gilbert Street, Anaheim, California 92801
Phone (714) 491-9702 Fax (714) 491-9766
4
i.
SO"`L,h C0,13t D12trict Office
APPRP RD 5' - 9 4 5-.�i l
P1ermit 17o.
By: t
hair
his
CALIFORNIA COASTAL COMMISSION
SOUTH COAST DISTRICT
SPECIAL CONDITION
COMPLI C A41E
CDP NO.5- T 05--A
CONDITION
ACCEPTED BY:
DATE: _L / 10 /
Q1�OFESSiO
Nq�
���G F' �CyyFyc
� U �G m
` No, 45838
�c Exo.451-02 If
Jl9TFOF CA��F���P
PLAN PREPARED BY:
Robert Bein,William Frost & Associates
9 PPROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
H P.O. BOX 57057.14725 ALTON PARKWAY, IRVINE, CALIFORNIA 92619-7057
(714) 472-3505
j
T DATE: l2/22/9q
K�
PARNEWPORT APARTMENTS
SLIDE MODIFICATION PLAN
PROJECT NO.
34460
DRAWN BY: LSL
DATE
12-99
MITIGATION NOTES
SHEET
2 B
OF 3
DESIGNED BY: CFJ
DATE
12-99
CITY OF NEWPORT BEACH
CHECKED BY: LDT
DATE
12-99
NO.
REVISIONS
SHT. NOS.1
APPR.
I DATE
CRAIG F. JO NSON R.C.E. NO. 45838
i
Sent ":LSR Oct-19-00 02r00Pn
GERSON BAKAR & ASSOCIATES
} eOl FILBERT STREET
SAN FRANCISCO, CA 94133-32SB
(4151 391-1313
FAX: (4151 3S1-1895
October 12, 2000
from $495538076*949 644 3318 page 1
RECEIVED
pv LEA, IND
""T 162000
Mr. Karl Schwing Via UPS Next Day Air
Coastal Program Analyst
California Coastal Commission
200 Oceangate, Suite 1000
Long Beach, CA 908054302
Re: Amendment to Coastal Development Permit No. 5-98-345
Dear Mr. Schwing:
Enclosed please find an executed amendment pertaining to work at 1 Park Newport.
Sincerely,
GERSON BAKAR & ASSOCIATES
lot
Jim Porter --
Construction Project Manager
JP:mcb
Enclosure
post -it* Fax Note 7671
Date 10�{^ a9�►
Fran V O 0
U�1 m
Phone e
Phone
Fax # V %t —t "
Fak➢ ,.
tv^FMW Wsfpiew. 4we+wrr.+rcccw Wo
SENT BY:
10-19- 0 ; 1:57PM ; L S A � 949 644 3318;# 1/ 6
PRECEIVE[);I V.
GERSON BAKAR & ASSOCIATES
201 FILBERT STREET^r 1 S ZOOO
SAN FRANCISCO, CA 94133-3298
(4151 391-1313
FAX., (4151 391-1695
October 12, 2000
Mr. Karl Schwing Via UPS Next Day Air
Coastal Program Analyst
California Coastal Commission
200 Oceangate, Suite 1000
Long Beach, CA 908054302
Re: Amendment to Coastal Development Permit No. 5-98-345
Dear Mr. Schwing:
Enclosed please find an executed amendment pertaining to work at 1 Park Newport.
Sincerely,
GERSON BAKAR & ASSOCIATES
.art Prrbl-ml
Jim Porter
Construction Project Manager
JP:mcb
Enclosure
Post -it" Fax Note 7671
oa'a Jp 4031.
ro %
From Jo
CDJDDPL
Co. LSA-
PhoneN r
Phone �y
Fax' 6 014 " I
Fax N
I.vwr.ba.Y+v�wowMrxwJ,�.d.w�. toClwlgx
SENT BY: 10-19- 0 : 1:57PM L S A 942 644 3318:# 2/ 6
STATE OF CALIFORNIA-THE RESOURCES AGENCY GRAY DAMS, Govemor
CALIFORNIA COASTAL COMMISSION OCT 12 2000 By LSA,�I! C.
z o0sanuga eesu� 000 OCT 1
Long Beach, CA90802.4302 zo00
(5e2) 590.5D71 hhCl,.i r,b3
SERVI:.ES
AMENDMENT TO COASTAL DEVELOPMENT PERMIT
October 10, 2000
Permit Number 5.98-345 issued to Gerson Bakar & Associates for:
Bluff stabilization to protect existing development consisting of construction of two
caisson retaining walls at two bluff top locations. The first retaining wall will have
twenty three caissons, placed about 3 feet landward of the top of slope, and will be
approximately 150 feet long. -Drilling for the caissons will excavate 300 cubic yards of
soil. In addition, minor surficial grading, approximately 45 cubic yards of cut, is proposed
to improve drainage. The second retaining wall will have six caissons placed about 3 feet
landward of the top of slope, resulting in a 40 feet long structure. Drilling for this
structure will excavate 155 cubic yards of soil. No surficial grading is proposed at this
site. All soils excavated by drilling or drainage improvements will be exported and legally
disposed or reused outside the coastal zone. No major earthwork is proposed and neither
caisson retaining wall will extend above grade.
at: 1 Park Newport, City of Newport Beach, County of Orange has been amended to
include the following change:
Removal of landslide debris previously left in place on the bluff face above, the Upper
Newport Bay Ecological Reserve. Removal involves excavation and disposal of 21500
cubic yards of soil and contouring the slope to match adjacent topography. In addition,
the removal of landslide debris will result in impacts to 0.25 acres of coastal sage scrub
habitat. The applicant is proposing replacement of coastal sage scrub at a ratio of 2.5.1
(i.e. 0.625 acres) through on -site restoration. Finally, -the applicant is proposing to
construct an approximately 180 foot long, 4' 6" high cable rail fence three feet landward
of the bluff edge along the top of the bluff and a 115 foot long 2'8" high concrete barrier
"type 50" debris wall along the base of the bluff and the edge of Back Bay Drive.
This amendment will become effective upon return of a signed copy of this form to the
Commission office. Please note that the original permit condition unaffected by this
amendment are still effect.
PETER M. DOUGLAS
Executive Dir t ,
By: Karl-F. Schwing
Title: Coastal Program Analyst
ACKNOWLEDGMENT
I have read and understand the above permit and agree to be bound by the conditions as
amended of Coastal Development Permit 5-98-345.
Date: �IZ
8 GERS N BARAR & ASSOCIATES
ITS: ORIZED MANAGING AGENT
BY: JIM PORTER
ITS:' AUTHORIZED AGENT
SENT BY: 10-19- 0 ; 1:58pm ; L S A � 949 644 3318;# 3/' 6
5-98-345-A 1
Coastal Development Permit Amendment
Page 2 of 5
SPECIAL. CONDITIONS:
1. PRIOR CONDITIONS
Unless specifically altered by this amendment, all regular and special conditions
attached to coastal development permit 5-98-345 remain in effect.
2. ASSUMPTION OF RISK, WAIVER OF LIABILITY AND INDEMNITY
A. By acceptance of this permit, the applicant acknowledges and agrees (i) that
the site may be subject to hazards from landslide/slope destabilization; fill to
assume the risks to the applicant and the property that is the subject of this
permit of injury and damage from such hazards in connection with this
permitted development; (iii)'to'unconditionally waive any claim of damage or
liability against the Commission, its officers, agents, and employees for
injury or damage from such hazards; and (iv) to indemnify and hold harmless
the Commission, its officers, agents, and employees with respect to the
Commission's approval of the project against any and all liability, claims,
demands, damages, costs (including costs and fees incurred in defense of
such claims), expenses, and amounts paid in settlement arising from any
injury or damage due to such hazards.
B. PRIOR TO ISSUANCE OF THE COASTAL.DEVELOPMENT PERMIT, the
applicant shall execute and record a deed restriction, in a form and content
acceptable to the Executive Director incorporating all of the above terms of
this condition. The deed restriction shall include a legal description of the
applicant's entire parcel. The deed restriction shall run with the land, binding
all successors and assigns, and shall be recorded free of prior liens that the
Executive Director determines may affect the enforceability of the restriction.
This deed restriction shall not be removed or changed without a Commission
amendment to this coastal development permit.
3. FINAL COASTAL SAGE SCRUB RESTORATION AND MONITORING PROGRAM
A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant
shall submit, for review and approval of the Executive Director, a final revised
Coastal Sage Scrub Restoration and Monitoring Program that substantially
conforms with the restoration and monitoring program submitted to the
Commission titled Park Newport Apartments Slide Habitat Restoration Plan and
Specifications (Project No. PNP830) dated July 30, 1999, prepared by LSA
Associates, Inc. of Irvine, California, except that it shall be revised to:
1. provide a site survey including a map to quantify the take and re -vegetation
amounts of coastal sage scrub;
SENT BY: 10-19- 0 ; 1:59PM ; L S A � 949 644 3318;# 4/ 6
5-98-345-A1
Coastal Development Permit Amendment
Page 3 of 5
2. provide a re -vegetation plan detailing -the timing of planting, species to be
planted, plant size (seed or container stock), and plant location;
3. include a provision indicating that the annual mitigation monitoring reports
prepared pursuant to the Park Newport Slide Habitat Restoration Plan &
Specifications prepared by LSA Associates and dated July 30, 1999 shall be
submitted to the Executive Director within 30 days of the date the report is
completed.
B. The permittee shall undertake development in accordance with the approved final
plan. Any proposed changes to the approved final plan shall be reported to the
Executive Director. No changes to the approved final plan shall occur without a
Commission amendment to this coastal development permit unless the Executive
Director determines that no amendment is legally required.
4. TIMING OF CONSTRUCTION — LIGHT FOOTED CLAPPER RAIL
To avoid adverse impacts on the light footed clapper rail (Rallus longirostris levipes),
construction shall not occur between March 15 through August 15 of any year.
However, the permittee may undertake construction during this period upon obtaining a
written statement of the Executive Director authorizing construction on specified dates.
To obtain such a statement, the permittee must submit a declaration from the U.S. Fish
and Wildlife Service -and California Department of Fish. -and Game stating that construction
on the specific dates proposed will not cause adverse impacts to any sensitive or
endangered species. The declaration must contain an assessment of the foraging,
breeding, and nesting of the light footed clapper rail found in the area and a statement
that the construction activity on the specific dates proposed will not interfere with the
foraging, breeding, and nesting of the light footed clapper rail.
5, TIMING OF CONSTRUCTION — CALIFORNIA GNATCATCHER
To avoid adverse impacts on the California gnatcatcher (Polioptila californica californica),
construction shall not occur between February 15 through August 15 of any year.
However, the permittee may undertake construction during this period upon obtaining a
written statement of the Executive Director authorizing construction on specified dates.
To obtain such a statement, the permittee must submit a declaration from the U.S. Fish
and Wildlife Service and California Department of Fish and Game stating that construction
on the specific dates proposed will not cause adverse impacts to any sensitive or
endangered species. The declaration must contain an assessment of the foraging,
breeding, and nesting of the California gnatcatcher found in the area and a statement that
the construction activity on the specific dates proposed will not interfere with the
foraging, breeding, and nesting of the California gnatcatcher.
SENT BY: 10-19- 0 ; 1:59PM ; L S A $49 644 3318;# 5/ 6
5-98-345-Al
Coastal Development Permit Amendment
Page 4 of 5
6. REGIONAL WATER QUALITY CONTROL BOARD APPROVAL:
PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, applicant shall provide
to the Executive Director a copy of a permit issued by the Regional Water Quality Control
Board, or letter of permission, or evidence that no permit or permission is required. The
applicant shall inform the Executive Director of any changes to the project required by the
Regional Water Quality Control Board. Such phanges shall not be incorporated into the
project until the applicant obtains a Commission amendment to this coastal development
permit, unless the Executive Director determines that no amendment is legally required.
7. REQUIREMENTS TO MINIMIZE VISUAL IMPACTS —
COLOR AND TEXTURE PLAN
A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT. PERMIT, the
applicant shall submit, for the review and approval of the Executive Director,
a plan demonstrating that the color and texture of the proposed debris wall
will be compatible with the adjacent bluff face and native vegetation. The
plan shall demonstrate that:,
7. the structure will be constructed with concrete that has been colored
with earth tones that are compatible with the adjacent bluff face and
vegetation,
2. white and black tones will not be used,
3, the color will be maintained through -out the life of the structure,
4. the structure will have a non -reflective texture to match the adjacent
bluff face;
5. a row of native vegetation will be planted in front of the debris wall to
obscure the wall from view.
B. The permittee shall undertake development in accordance with the approved final
plan. Any proposed changes to the approved final plan shall be reported to the
Executive Director. No changes to the approved final plan shell occur without a
Commission amendment to this coastal development permit unless the Executive
Director determines that no amendment is required.
B. LEGAL INTEREST
PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the
applicant shall submit, for the review and approval of the Executive Director,
written documentation demonstrating that it has the legal ability to undertake the
proposed development as conditioned herein.
SENT BY: 10-19- 0 ; 1:59PM ; L S A 949 644 3318;# 6/ 6
5-98-345-A 1
Coastal Development Permit Amendment
Page 5 of 5
CONSTRUCTION RESPONSIBILITIES AND DEBRIS REMOVAL
The permittee shall comply with the following construction -related requirements:
(a) No construction materials, debris, or waste shall be placed or stored where it
may be subject to wave erosion and dispersion;
(b) At least one lane of Back Bay Drive passable by vehicles, pedestrians, and
cyclists shall remain open at all times;
(a) Temporary protective fencing shall be installed during construction to
exclude any activity not authorized by this permit in sensitive habitat — the
location of the fencing shall be installed consistent with the
recommendations of a qualified biologist;
(d) Erosion control/sedimentation Best Management Practices (BMP's) shall be
used to control sedimentation impacts to sensitive habitat areas, during
construction, to include the following, at minimum: placement of sand bags
(2 bags high) at the perimeter of construction areas and along Back Bay
Drive;• temporary barrier fencing around the limits of construction areas; pre -
construction meeting to review procedural and BMP guidelines;
(e) construction equipment, materials, and debris shall be removed at the
conclusion of construction;
(f) Construction debris and excavation spoils shall be disposed of at a legal
disposal site outside the coastal zone. _
KPS:
a:1PERMITS11998 pormits16.9B-346-a1 preen baker amendment permit.doe
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COSTA
PROJECT(
LOCATION
UNIVERSITY'
BACK BAY
NEWPORT f?
F
PARK NEWPORT.
APARTMENTS
,. - -f
_ i1'+., 4. y �.. V`;a6�4���
PARK-. NEWPORT -APARTMENTS
WIN HILTS
THE CITY OF NEWPORT BEACH y/cy�9yCLUBHOUSE ,-S*LIDE, MODIFICATION
SCALE: 1• = 200'
VICINITY MAP
:GRADING'PLAN
LOCATION MAP
GENERAL NOTES GRADING NOTES DOCUMENTATION EROSION CONTROL NOTES
1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH 1. FILL SL11 OPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL In case on emergency call ANDY DODGE
MUNICIPAL CODE (NBMC), THE PROJECT SOILS _ REPORT AND SPECIAL L RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. - . ENGINEER INCLUDING ORIGINAL GROUND SURFACE -ELEVATIONS, AS -GRADED (Responsible person) PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S)
REQUIREMENTS TO THE PERMIT. GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, at 42
(949)644-09 OR CELL PHONE (949)795-1240-:
2. ALL.FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 AND ELEVATIONS OF ALL SURFACE AND SUB -SURFACE DRAINAGE 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR
PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS {24-hr. phone no.) "4 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE_ AND APPROVED BY THE SOILS ENGINEER. . COMPACTION TESTS SHALL BE DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND
the undersigned' civil engineer will review erosion control work. AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF IRVINE
3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE. SITE DURING THE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF STATE THE NUMBER OF YARDS OF CUT/OR FILL MOVED DURING THE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR
SUFFICIENT QUANTITY TO ATTEST, TO THE OVERALL COMPACTION EFFORT OPERATION. (Z(Zz/YR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY
CONSTRUCTION PERIOD. CRAIG F. JOHNSON
APPLIED TO THE FILL AREAS. UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE
4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH (Print Name) Sig ature) (Date) CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT
FRIDAY; 8:00 AM TO 6:00 PM SATURDAY; AND NO WORK ON SUNDAYS OR 3. AREAS TO RECEIVE'FILL SHALL BE CLEARED OF ALL VEGETATION AND THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
HOLIDAYS PER SECTION 10-28 OF THE NBMC. DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO
PLACING OF THE FILL. MAY .15. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY
5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER.
SECTION 10-25 OF .THE NBMC. 4. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT, MATERIAL. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN
OCTOBER 15 AND MAY 15. 3. THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE GRADING
6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE.AT 5. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID.
ALL TIMES. ° REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. ' .- 3.- BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL
BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY 4. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER
7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND 6. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING
PROTECTING UTILITIES. CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO
WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50.PERCENT. COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO THE CITY OF IRVINE.
7• THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING
8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE
USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. AND PRIOR TO THE PLACEMENT OF FILL IN. CANYONS, INSPECT EACH CANYON 4. LANDSCAPING PLANS SHALL BE SUBMITTED. FOR APPROVAL, WORK 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF,- OR COMPLETED AND A CERTIFlCATE OF CONFORMANCE RECEIVED BY THE CITY PRIOR TO COMMENCEMENT OF GRADING OPERATIONS.
POSSIBILITY 'NEEDED,
RE ACCUMULATION SIG ED AND CONSTRUCTED
OR SPRING GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE
9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE 6. UNAUTHORIZED CHANGES &USES: THE ENGINEER PREPARING THESE PLANS WILL
FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO CITY GRADING ENGINEER.
NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR
5, TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE IN LED `)C USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING
c' AND MUST BE APPROVED BY THE PREPARER OFTHESEPLANS AND THE CITY
MAINTAINED FOR THE DURATION OF THE PROJECT. (3 ��`
., �t�i�' OF IRVINE.
r , b '(
V.-
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
WITH THE UNIFORM PLUMBING CODE AND APPROVE_ D BY THE BUILDING THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON.
OFFICIAL.
10. HAUL ROUTES FOR. IMPORT OR EXPORT OF MATERIALS SHALL BE 8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE
APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL:CONFORM FIELD FOR LINE AND GRADE.
WITH CHAPTER 15 OF THE NBMC. 9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM
11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND OF 90 PERCENT. RELATIVE COMPACTION, AND APPROVED BY THE SOILS
SLOPE AREAS. - ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE
FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING.
12. FAILURE TO REQUEST INSPECTIONS .AND/OR HAVE REMOVABLE EROSION 10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY
CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALL RESULT IN GRADING ENGINEER.
FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT:
13. ALL PLASTIC DRAINAGE PIPE SHALL' CONSIST OF
PVC OR ABS PLASTIC-
11. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH
".
CHAPTER 15 OF THE NBMC.,
AND EITHER ASTM 2751, ASTM D1527, ASTM- D3034
OR ASTM D1785.
�•'�
12. THE ENGINEERING GEOLOGIST. SHALL PERIODIC. INSPECTIONS
14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL
BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR. STORM DRAINS. ALL -
.PERFORM
DURING. GRADING. EARTHWORK QUANTITIES
PLAN INDEX
MATERIAL AND WASTE SHALL BE REMOVED FROM THE
SITE. NBMC 17.32.020. ..
.
RAW QUANTITIES 2500 Y p �y SHEET NO.
REQUIRED INSPECTIONS TITLE SHEET �1
1. -A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO CONSTRUCTION NOTES, QUANTITIES AND DETAIL 2 IMPORTANT NOTICE
START OF GRADING WITH THE FOLLOWING PEOPLE ' PRESENT: OWNER, GRADING TOTAL EXPORT: 2500 CY CONSTRUCTION DETAILS 2A Section 4216/4217 of the Government Code requires a"Dig Alert Identifi
CONTRACTOR, DESIGN CIVIL ENGINEER; SOILS ENGINEER,, GEOLOGIST,, CITY MITIGATION NOTES 2B cation Number be issued before a Permit to Excavate will be valid.
GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD� FC S�
}��' 3 TOLL FREE 1-800-422-4133
INSPECTIONS WILL BE OUTLINED .AT THE MEETING. NOTE: GRADING PLAN
c���``'s Fri' Two working days before you dig.
2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START QUANTITIES REPORTED HEREON ARE FOR PLAN CHECK PURPOSES
OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING ONLY AND DO NOT ACCOUNT FOR SHRINKAGE/BULKING OR REMEDIAL
PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, GRADING. SEE GEOTECHNICAL REPORT FOR ADDITIONAL PARAMETERS.
SOILS ENGINEER, CITY• GRADING ENGINEER OR THEIR REPRESENTATIVES.
REQUIRED FIELD INSPECTORS WILL BE OUTLINED AT THE MEETING.
BASIS OF BEARING:
THAT CERTAIN COURSE ALONG THE WESTERLY LINE
OF LOT, 3 IN TRACT 6947 IN THE CITY OF NEWPORT GRADING PERMIT NO. _ Q\rs�'' 0 ^�
BEACH CALIFORNIA IN BOOK 255 PAGES 8-12
Q1itM ESSfp/y'
d phi may'
W U
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SHOWN AS N12047'46"E
PLAN PREPARED BY:
Robert BelA,llill]eAl Frost &Associates
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
P.O. BOX N,A 9 14725 ALTON PARKWAY, .
9rARVNE,CAUFORNIA 92619-7057 (714) .472-350.5
REM BY:, ._.
DATE: Z r2 Z q c(
GEOTECHNICAL FIRM: HETHERINGTON ENGINEERING, INC. .
32242 PASEO ADELANTO, SUITE C
SAN JUAN CAPISTRANO, CA., 92675.
(71a) 487-DATE: -
BENCHMARK:'
ESTABLISHED BY ORANGE COUNTY SURVEY 1970
NNORTHEAST ALONG
J MBOEE RO D/,Y50RIVE FROM Fr. WEST OFE
THE CENTERLINE OF BACKBAY DRIVE, 1' FT. NORTH
OF THE SOUTH END OF A CONCRETE HEDWALL OF
A CONCRETE PIPE CULVERT; AT THE: JUNCTION OF
BACKBAY DRIVE AND SAN JOAQUIN HILLS ROAD.
BENCHMARK DESIGNATION: N84-30-70
ELEVATION: 4.934
NGVD29/1995 OCS ADJ.
DEVELOPER: PARK NEWPORT APARTMENTS
ADDRESS: 1 PARK NEWPORT DRIVE
NEWPORT BEACH CA 92660
PHONE: (7t4) 72o-z2oo .
PARK NEWPORT APARTMENTS9
CLUBHOUSE SLIDE MODIFICATION
PROJECT N0.
34460
MARK HETHERINGTON GE 397
LEGAL DESCRIPTION:
A PORTION OF PARCEL 1 OF NEWPORT BEACH
LOT LINE ADJUSTMENT NO. 94-1, INST..NO.
94-0092253 O.R. AND A PORTION OF LOT 3,
TRACT NO. 6947, M.M. 285/8712
PROJECT ACREAGE 0.3 ACRES
TITLE SHEET
SHEET
OF 3
GEOLOGICAL FIRM: HETHERINGTON ENGINEERING, INC.
32242 PASEO ADELANTO, SUITE C
SAN JUAN CAPISTRANO, CA, 92675
(714) .487-9050
DATE:
C OF NEWPORT BEACH
APPR.
DATE
CRAI F. JOHNSON R.C.E. NO. 45838
PAUL A. BOGSETH CEG 1153
DEC 2 0 1
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These plans have been reviewed for
conformance with the recommendations
of the report(s) dated
Hetherington Engineering,Inc.
By.
Date: G. E.
LEGEND.
SYMBOL:
EXPLANATION
(SD)
EXISTING STORM DRAIN
SD
PROPOSED STORM DRAIN
(XXX:XX)
EXISITNG ELEVATION
XXX.XX
.DESIGN ELEVATION
FL
FLOWLINE
FG
FINISHED GRADE
FS
FINISHED SURFACE
INV
INVERT
RW
RETAINING WALL
WLOL
WALL- LAYOUT LINE
TOP
TOP OF SLOPE
TOE
TOE OF SLOPE"
�P
PROTECT IN PLACE
REMOVE EXISTING IMPROVEMENT
AND DISPOSE OFFSITE
GB
GRADE BREAK.,
HP
HIGH POINT"
LP
LOW POINT "
CSP
CORRUGATED STEEL .PIPE -
GB
GRADE BREAK
NAP
NOT A PART
CAISSON
--0 -- .
CABLE RAIL
®
CONCRETE BARRIER
X ORANGE PLASTIC FENCING
CLUB HOUSE
100
APPROXIMATE SCALE: 1"=20' QUATERNARY TERRACE- DEPOSITS
0 1 g
—? — — —?
80 0 5 10 15 .20
ORIGINAL TOPOGRAPHY
60 LANDSLIDE .DEBRIS r� /
EXISTING TOPOGRAPHY /_ n/ MONTEREY FORMATION
40- STREET
o /
FINISH GRADE
• 20
0
SECTION A -A
CROSS SECTION PROVIDED BY
HETHERINGTON ENGINEERING, INC.
GEOTECHNICAL CONSULTANTS
No. 45838
EXp,)2-31-02
CONSTRUCTION.. QUANTITY SUMMARY
CONST. NOTE N0. ITEM/DESCRIPTION
QUANTITY
GRADING
11
CLEAR, GRUB AND PREP AREA. DISPOSE OF ALL MATERIAL OFFSITE TO
0.3 AC
A LEGAL, APPROVED DISPOSAL SITE PER THE DIRECTION OF THE OWNER.
OREMOVE
EXISTING SLIDE MATERIAL AND EXPORT OFFSITE TO A LEGAL,
2,500 CY
APPROVED DISPOSAL SITE PER THE DIRECTION OF THE GEOTECHNICAL
ENGINEER AND OWNER. CONTRACTOR TO FINE GRADE AREA PER PLAN
GRADES SHOWN. HEREON.
OCONTRACTOR
TO HYDROSEED SLOPE AND ESTABLISH GROWTH PER THE
12,800 SF
REQUIREMENTS OF.THE PROJECT BOTANIST SPECIALIST.
OCONTRACTOR
TO INSTALL CABLE GUARD RAIL PER DETAIL 4 ON SHEET 2A.
200 LF
OCONTRACTOR
TO INSTALL CALTRAN_S TYPE 50 CONCRETE BARRIER PER
120 LF
DETAIL,5 ON SHEET 2A.
NOTE:
QUANTITIES REPORTED HEREON ARE FOR PLAN CHECK PURPOSES ONLY. CONTRACTOR
TO VERIFY ALL QUANTITIES.
100 100 100
APPROXIMATE SCALEr•1"=20' QUATERNARY TERRACE DEPOSITS
0. 1 .2 .�
—�— — —�-
80 80 0 5 10 15 20 - 80
ORIGINAL TOPOGRAPHY
60 60
60
LAN/DEBRISz,EXISTING TOPOGRAPHMONTEREY FORMATION
40 40 R40
wo GRADE
20 20 20
f l / 2% -
O D r 0
SECTION B-B
CROSS SECTION PROVIDED BY
HETHERINGTON ENGINEERING, INC.
GEOTECHNICAL CONSULTANTS
CAI ,.
"v,fit
PLAN PREPARED BY:
Robert Beim William Frost & Associates
1 PROFESSIONAL ENGINEERS, PLANNERS do SURVEYORS
L
t--{ P.O. BOX 57057.14725 ALTONPARKWA350RANE. CALFORNIA 92619-7057
9.j714I4
DATE: 17�-zs ei
PARK
SLIDE
NEWPORT APARTMENTS
MODIFICATION PLAN
PROJECT NO.
34460 -
.
DRAWN BY: LSL
12A 99
CONST. & MITIGATION NOTES/QUANTITIES
SHEET
2
OF 3 .
DESIGNED BY: MJM
DATE
12-99
CITY OF NEWPORT BEACH
CHECKED BY: LDT
DATE
12-99
SHT. NOS.
APPR.
DATE
CRAI F. JOHNSON R.C.E. NO. 45838
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These plans have been reviewed for
conformance with the recommendations
of the report(s) dated
Hetherington Engineering, Inc.
By.
Date: G.E.
200'f 1000' MAX.
POST CAP TO BE A
5/16" 0 TURNBUCKLE.712 1/4 0 CABLE. INTERMEDIATE DRIVEN FIT (TYP.)
WITH 4 1/Z" MIN. CLAMPS PER END, 7 TURNBUCKLES PIPE NPS 1/4 0 GALV.
ADJUSTMENT (TYP.) 7 1 1/4" y"TD CABLE (TYP.)
14 TOTAL P2PSTD S _
- 1/Z" 0 DRILLED
_ -7 HOLES
- METAL CLAMP
TRUSS RODS
FG -
PLACE NPS
PC CONCRETE " "
STD (TYP)
ELEVATION
4'-D• MAX.
4'-Or
YP.. END SPAN
TYP.. INTERMEDIATE
TYP. INTERMEDIATE
TYP. END SPAN
SPAN
NOT TO SCALE"
SPAN
WASHER
3/47 0 HOLE
NOTES
CRIMPED STOP
/4" 0.GALV. CABLE
1.
MAXIMUM DISTANCE BETWEEN TURNBUCKLES SHALL BE 200 FT. .
SLEEVE CLAMP
2,
INTERMEDIATE TURNBUCKLES TO BE PLACED IN ADJACENT SPANS.
PIPE NPS 2 STD POST
3.
CABLE SHALL NOT BE SPLICED BETWEEN INTERMEDIATE TURNBUCKLES
AND END POSTS.
3/4"t
�.—
4.
ALL POSTS, CABLE AND HARDWARE TO BE GALVANIZED.
ALTERNATIVE
DEAD END - ANCHORAGE"
s.
POSTS To BE, VERTICAL
6.
ALIGNMENT OF HOLES IN POSTS MAY VARY TO CONFORM TO SLOPE OF
NOT TO SCALE
'TOP OF RETAINING WALL.
7.'
THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE.
THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL.
EYE BOLT OR. EYE
END CRIMPED SLEEVE CLAMP '
8. -
ALTERNATIVE DETAILS MAY BE SUBMITTED BY THE CONTRACTOR FOR
OF TURNBUCKLE
1/4. 0 GALV. CABLE
APPROVAL BY THE ENGINEER.
I
9.
LINE POSTS SHALL BE BRACED HORIZONTALLY AND TRUSSED DIAGONALLY
IN BOTH DIRECTIONS INTERVALS NOT TO EXCEED 1000 FT.
AT
ALTERNATIVE
CABLE CONNECTION
1o.'TYPICAL
END, SPANS, BRACED IN BOTH DIRECTIONS, SHALL BE
CONSTRUCTED AT CHANGES IN LINE WHERE THE ANGLE OF DEFLECTION
NOT TO SCALE
IS 157 OR MORE.
11.
PROVIDE THIMBLES AT ALL CABLE LOOPS.
12.
PAINT ALL CABLE RAIL COMPONENTS PER THE ARCHITECT'S DIRECTION.
Cable
Rail Fence Detail
13.
CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR CABLE RAIL
LAYOUT (TURNBUCKLES, POSTS, ETC.) BEFORE ORDERING OR
`r
FABRICATING ANY MATERIAL. -
NOT TO SCALE
yQcaOe`G F • Jpy� Fys
Wv
C No. 45e35 a -
Exp,12-31-02
fT9TEOF CAS\E���.
NO. REVISIONS
j
SR/wt
C nc I
Barrier
1
6"
I
7, " " 3' 3' Y 7.27.
1.80 C iomfer or .6" R
1 — PCC
� I —;�4 continuous
• 10" R, -Verticoll Typ
FG
MI -10'R
N i #4 continuous
1" R o 1" R
N
-• f 3" compacted base
Drainage opening(6" wide, 3' O.C.)
...{ 3
NOTES .
1. Footing monolithic or doweled with 2-#8 x 8.2" ® 24.40
Required at barrier ends and at interruptions in barrier.
2. Expansion joints in concrete barrier shall be located at all deck,
pavement and principal wall joints. Expansion joint filler material
shall be the some size as joint or .52" minimum.
Concrete Barrier Type 50
NOT TO SCALE
PLAN PREPARED BY:
LRobert Beia illiam Frost & Associates
` PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
DATE P.O.9 BOX 57057. 14725 ALTON PARKWAY, IRVINE, CALFORNIA 92619-7057
DRAWN BY:
LSL 12-99 (714) 472-3505
„S
DATE
DESIGNED BY:' MJM 12-99
DATE DATE:
SHT. NOS. APPR. DATE CHECKED BY: LOT 12-99 CRAIG F. J6HNSON R.C.E. NO. 45838
PARK NEWPORT APARTMENTS PROJECT NO.
SLIDE MODIFICATION PLAN 34460
SHEET
CONSTRUCTION DETAILS
2A
CITY OF NEWPORT BEACH OF 3
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�'1 These plans have been reviewed for
conformance`'with the recommendations.
of the report(s) dated
Hetherington 'Engineering,.Inc
;'' -
B Y. _
Date: G.E.��_�
0
MITIGATION MONITORING AND REPORTING PROGRAM SUMMARY
NEGATIVE DECLARATION -
Park Newport Grading Project -
- - Park Newport Apartments.
October 12, 1999,
. Implementation Method of Timing of ' Responsible Person Verification
MITIGATION MEASURES Action Verification. Verification - - Date
.4. GEOIAXAC PROBLEMS (Earth)
-
-
L - - That the priTeel shall conform to the National Pollution
Condition or
Plan Check
" Primto the tssuance of
Discharge Lliminanon System (NPDES) requirements and shall be subject
approval -
' ,
grading permit Program
public Works
in the approval of the Public Works Department and fe Buildmg
-
mnnitoringestablished
rkpartment -.
Department or City authorized Grading Engineer
prior to the Issuance of
. - -
grading permit '
.
2. An. annual inspection of the completed facilities shall be
Condihonof
Plan Check and routine
Program monitoring
Public Works
completedbya regnstetudgeulogist. the facmhties shall bernspecteddunng
Approval
monitoring by property
established prior to the _
Deipamnem,.-
'
April or May of each year. the results of the inspection shall be submitted
owner -
issuance of wading
- -
0the City ofNewport Beach Public Works Director for review before June
-
permit
" -
1: Shedd it be determined that the slope is continuing to sluff, based uponthe
results of the annual inspections, further remedial grading/conswction
work shall he required as determined by the Public Works Director All
remedial wnrk required by the City shall be completed by November I of
-
-
that year - -
-
-
-
Condition of
Plan Check and motme
Program monitoring
Public Works
3 The constructed facilities shall he routinely maintained by the
Approval
monitoring by pmperly'
established poor to the
Departmert '
property owner as determined by the City. of Newport Beach Public. Works
owner -
issuance of grading
Department
permit
4 the project will comply with the erosion and siltation control
Condition of
Plan Chock.
Prior to the issuance of
Wblic Works -
measures of the Ct)'s grading ordinance and all applicable local and
approval
gradingpermo
Department - -
'Stale building codes and seismic design guidelines, including the City
Excavation and Grading Code (NBMC Section 15.04.14(�or applicable
-
sections). -
8. BIOLOGICAL RESOURCES
-
S. A cerifed Ecologist shall oversee the habitat restoration during
Condition of
Plan Check
Prior to the issuance of
Public Works
the revegauding period and monitor maintenance and progress Orange
approval
grading permit
Department I and the
construction fencing shall be installed along the edge of the coastal sage
Planning Department
'.
scrub habitat closest to the construction area poor to the start of
fMOtrOctiw The construction fencing will prevent infusion by
-
construction workers and equipment into the coastal sage scrub habitat A
. "
-
biologat familiar with coastal sage scrub habitat shall direct the locaumr of
the twstructiun fencing The fencing shall be maintained in place
throughout construction period and removed only after all construction Is
. -
completed All ttmsouctum employees shall be instructed not to enter into
-
the coastal sae scrub habitat beyond the construction fencing.
It. NOISE
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Page 1
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LSA AY."; In, '
- - -
- Eric:mnmenml Ana(ysu
Trann,on tton Ensm<enng
_
_ T Rmlao, ores W<dends
LHab,rar Resror�non
- _ Resouma Manegem<nr
"
- - - Com,rum,ry and Land P4nnmg
- -
- - - Landsr4P< Ar<hirea,'
-
Archaen/agy and Palron,vlogy
November 2, 1999
Mr. Javier Garcia, Senior Platmer
P r: n.: p a 1, Planning/Building Department
Rea a ern City of Newport Beach
sari;, sr..d. 3300 Newport Boulevard '
Lr=void Newport Beach, CA 92658-8915
_David Core - '
Rau D,, iA,ceen
- Srr•e Granhnlm .. -
Rtrhard Harla<ner Subject: Park Newport Apartments Slide Removal
.
- Roger Hants -
An Homrghairs<n Dear Mr- Garcia:
.
Larry Kennings -
Lamra Larne. Please be advised that LSA Associates, Inc. has been retained by Gerson Bakar &
Cirollvn Lobed
Associates to provide biological monitoring during the removal of the slide and final
ad[ Way"
Rob .N<Can„ grading of the slope. We performed the California gnatcatelter surveys of the area this
lmtt o-connor past year and are very familiar with the site. We will flush all birds that are close to or
Anthony Prim, within the construction area. In addition, we will ensure that no coastal sage scrub is
-
Drborah Parrilie .
removed unnecessarily during the construction process..
Roes srbonhaka
. -
Makolm f. Sproul - - -
Lloyd d Zorn Following construction, we will oversee the implementation of the "Park Newport
Slide Habitat Restoration Plan and Specifications," which we prepared for Gerson
< r t 9 ; i 4 : <
Bakar & Associates. This oversight will include monitoring the installation and the
L:nds.,b< aam. long-term maintenance to assure success of the project
-
c,nmr If you have any questions regarding this monitoring, please cal] me at (819) 879-3192
-
lung -then Chung, Pk, D or John Ko at (949) 553-0666.
' -
Steven W Coml,ng'
.
Gary Doc•
,
lack Easton Sincerely,
-
Rabard Erakson-
Kewn F:nrhe, LSA ASSOCIATES, INC.
8ense, Lr< ?W.
Bill"O'Connell
-
M. tat 'adt' O'Con„ell Associate
_
.imv Skr.e=-Cot
Biologist/Itestoration Ecologist
L,•hrr:v itandrma
.. 11/2/99«P.iFNMO\CityIIr.wp(D)
Ode Park Plaza. Suite 500 - nl pjwn< 949 551-0666 Other a/ficrs lo<arrd in 41"elry - -
-
lr-rime. Caimforma 92614-598J Facx.ilr 949 5s7-8016 A. Rabmond, Rw<rride and Sacrameneo
-
E-mill nrmre.lsaCdlm-rssoc.mm - .. - '
MITIGATION MONITORING AND REPORTING PROGRAM SUMMARY
NEGATIVE DECLARATION
Park Newport Grading Project
- Park Newport Apartments
October 12, 1999
Implementation Method of Timing of Responsible Person Verification
MITIGATION MEASURES Action Verification Verification Date
6 Const uctian activity shall be limited to dais hcum allowed try
Condition of
Field Check
Pnor to the issuance of
Building Department
the City of Newport Beach Noise Ordinance Section 10 28.040
approval
grading permit
-
ls. _• - CUt.TURAL RESOURC'PS
-
-
7.1 - Prior to the issuance of a grading permit, the project applicant
Condition of
E v id c n c e o f
Prior to the issuance of
Planning Department
shall provide written evidence to the Cityo(New•port Beach that a qualified
approval -
palenntologst retained
grading permit
and Building Dept
" paleontologist has been retained to observe grading activities and salvage
, ,
to perform site
'
and catalogue fossils as necessary, The paleontologist shall be present at the
smvcillenee
'pre•gradmg conference, shall establish procedures for
archeological/paleontological resource surveillance, and shall establish, in
eooperahon with the project developer, procedures for [emporatily halting
,
or redirecting work to penal sampling, identification, and evaluation of the
.
fossils If maJor archeologicallpalcontological resources are discovered,
which require long-term halting or mdiecung of grading, the paleontologist
shall report such findings in the project developer and to the City of,
Newport Beach the paleontologist shall determine appropriate actions, in
-
-
cooperation with the project developer, which ensure proper exploration
-
-
and/or salvage. Excavated finds shall be offered to the City of Newport
-
Bcach. or its design=, on a first -refusal basis. The applicant noy retain said
finds if wntien assurance is provided that they will be properly preserved in
Orange County, unless said finds are of special significance, or a museum
in orange County indicates a desire to study and/or display them at the
time, in which case items shall be donated to the City, or designee. These
actions; as well at final mitigation and disposition of the resources, shall be
subject to the approval of the City of Newport Beach. Poor to the final of
the grading permit, the palemuologlsl shall submit a follow-up repot for
appmval by the City which shall include the period of inspection, a
catalogue and analysis of the fossils round, and present repository of the
fossils '
FfIUSERS\PLN`SI IA RFD\I PLANCOM\PFNDINGTARKNPTMITMSRTAB
Page 2
Archaeological Resource Management Corporation
October 25, 1999
City of Newport Beach
Planning/Building Department
3300 Newport Boulevard_
Newport Beach, CA 92658-8915
Attn: Javier Garcia, Senior Planner
Re: Park Newport Apartments,. Clubhouse Slide Modification
Dear Mr. Garcia:
This letter is to inform you that Archaeological Resource
Management Corporation (ARMC) has been retained by Gerson Bakar &
Associates to provide archaeological and paleontological services
during the grading for the Park Newport Apartments, Clubhouse
Slide Modification. We will attend the pre -grade meeting and
will set forth the controls to be maintained during grading as
well as establish procedures for temporarily halting or
redirecting work to permit sampling, identification, and
- evaluation of cultural and/or scientific resources. Carol R.
Demcak, Orange County certified archaeologist will supervise the
archaeology. Milos Velechovsky, Orange County certified
'paleontologist, will supervise the paleontology.
If, in the course of grading, significant cultural or scientific
resources are encountered, we will notify the Project Developer
and the City of Newport Beach,.and a plan of mitigation will be
worked out for the specimens. Excavated finds shall be offered
.to the City of.Newport Beach, or its designee, on a first -refusal
basis. At the conclusion of grading we will prepare a report of
the monitoring, which will include the number of hours worked, an
inventory and analysis of the recovered specimens, and the name
of the repository where the specimens will be housed.
gym_
Sincerely,
�s u
Carol R. Demcak
President/Supervising Archaeologist
Copy: Richard Ellis, Gerson Bakar; Lorrie Lausten, RBF
PLAN PREPARED BY:
Robert Bein,William Frost & Associates
`1 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS
DATE H P.O.-BOX 57057 • 14725 ALTON" PARKWAY, IRANE, CALIFORNIA 92619-7057
DRAWN BY:
LSL 12-99 - (714) 472-3505
1 :
DATE
DESIGNED BY:' CFJ 12-99
DATE T DATE: t2�22(99
SHT. NOS. APPR. DATE CHECKED BY: LOT 12-99 CRAIG F. JO NSON R.C.E. NO. 45838
MENNEN
0
PARK NEWPORT APARTMENTS PROJECT No.
SLIDE MODIFICATION PLAN 34460
SHEET
MITIGATION NOTES'
F NEWPORT BEACH 2
CITY O Z nr
t
ti
U
Q
Z
'W
J
LO
Q
Z
W
n.
APPLICATION FOR " VAL IN CONCEPT" NOl
CITY OF NBWPORT BE H
s
APPROVAL IN CONCEPT BY THE CITY OF NEWPOR�)31 H - As required for permit application
to the California Coastal Commission pursuant to Californi Administrative Code, Section 13210 ami
13211.
Property Address: l�Fl l'>ti Al C i.v P& rs T 0#/ ,
General Description of Proposed Development: Eic U 5 / G A✓ YeC mil PAW
r
Legal Description: Zone: f-C
Applicant: JC mJS o 11
Applicant's
Applicant's Telephone Number: t 9y9� y i a 3505
DO NOT COMPLETE APPLICATION BELOW THIS LINE
The I have reviewed the plans for the foregoing development including:
w and find
1. The general site plan, including any roads and public access to the shoreline.
2. The grading plan, if any.
3. The general uses and intensity of use proposed for each part of the area covered in the
application;
• They comply with the current adopted City of Newport Beach General Pit, Zoning
Ordinance, Subdivision Ordinance, and any applicable specific or precise plans or
• That a has been approved and is final
A copy of any variance, site plan review, resubdivision, use permit, or other issued permit is attachod
together with all conditions of approval and all approved plans including approved tentative tract maps.
On the basis of this finding, these plans are approved in concept, and said approval has been written upon
site plans, signed and dated.
Should this City adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other
regulations in any manner that would affect the use of the property or the design of a project located
thereon, this approval in concept shall become null and void as of the effective date of this said ordinance.
-20409
In accordance with the California Environmental Quality Act of 1970, and state and local guidellnes,�
adopted thereunder, this development:
. , Has received a final Exemption Declaration or final Negative Declaration (copy attached).
vh.
• Has been determined to be ministerial or categorically exempt.
+ Has received a final Environmental Impact Report (copy Attached).
4
All discretionary approval legally required of this City prior to issuance of a building permit have been
given and are final. The development is not subject to rejection in- principal by this City unless a
substantial change in it is proposed.
This concept approval in no way excuses the applicant from complying with all applAble ,policies,
ordinances, codes, and regulations of this City.
Date: 10l— O " /drNI 17 � DEPARTMENT : k PLA t
Attachments: PATRICI TEMPLE, Director t
Nc6�lilrc ��cc �re15n�
>y,Az. J"I�1464
I1
NOTE: No building permit will be issued untr approval is received from C.C.C. t PAID:
F:VPLANNINMUSERSWORMS\APRLCONP.DOC Ip(. �I �`Y D 0�0F*�r� {„
hy. U � (