938, Rebuild a 5 ft high retaining , Application•
REQUEST FOR HEARING
CT -OR VARIANCE,/
NOTE: According to Section 17.24.020 of the Rolling Hills Municipal Code, illegal uses or structures are required to be made
conforming or shall be removed. Therefore, you may be required to mods or remove any unauthorized or unlawful use or
structure on your property prior to or in conjunction with this application. In addition, pursuant to Resolution No. 900 of the
City Council, any use or structure which would require a discretionary permit but which is conducted without the acquisition
of said permit, shall be subject to retroactive discretionary permit process, and is subject to higher application fee.
PROPERTY OWNER: J eO \ nyv
OWNER'S ADDRESS: e)-1 lh PCt1bS \len`CS Di. IA.; NV WA, CIA
TELEPHONE NO: (31O 54 g2)"', 1 EMAIL:
PROPERTY'S ADDRESS: L-a I 1 \terckt Qr. . N.J. liZIATIA8 1 1\s : C'tA
LEGAL DESCRIPTION: LOT NO.
ASSESSORS BOOK NO. PAGE PARCEL
AGENT'S NAME: &kft,i ice/ Clz('xe, fit\ A(h'an "uls NmeZ�ticr%
AGENT'S ADDRESS: (p(/, 1 N . PAcifit. Me. Str 11 /Mac MY -I j
TELEPHONE NO(b) i U-- 1CAA-
NATURE OF PROPOSED PROJECT
Describe in detail the nature of the proposed project, including what aspects of the project require a
variance:
L i rru4ei v-1611 in same UtK m CkS - (r
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VARIANCE REVIEW CRITERIA.;
A. That there are exceptional or extraordinary circumstances or conditions applicable to the property
that do not apply generally to other properties in the same vicinity and zone. Explain how.
B. That such variance is necessary for the preservation and enjoyment of substantial property rights
possessed by other properties in the same vicinity and zone but which is denied the property in question.
Explain how.
C. That the granting of such variance will not be materially detrimental to the public welfare or
injurious to properties or improvements in the vicinity. Explain how.
D. That the variance is consistent with the portions of the County of Los Angeles Hazardous Waste
Management Plan relating to siting and siting criteria for hazardous waste facilities. Explain how.
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E. That the variance request is consistent with the general plan of the City of Rolling Hills. Explain
how.
I hereby certify that the statements furnished above, and in attached exhibits, presents the data and
information required for the site plan review criteria evaluation to the best of my ability; and, that the
facts, statements and other information presented are true and correct to the best of my knowledge and
belief.
Date:ignatu191-rx...1"-)
For:
Applicant
FILING FEE
A filing fee must accompany the application. Make check payable to: CITY OF ROLLING
HILLS.
DATE ZONING CASE NO. ADDRESS
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DATE ZONING CASE NO. ADDRESS
ALL MEASUREMENTS TO BE TAKEN FROM THE EXTERIOR FINISHED WALL - OF
STRUCTURES. ALL STRUCTURES MUST BE SHOWN ON THE PLAN AND LI TED HERE
CALCULATION OF LOT COVERAGE
AREA AND
STRUCTURES EXISTING PROPOSED 'TOTAL
NET LOT AREA sq.ft. sq.ft. sq.ft.
RESIDENCE sq.ft. sq.ft. sq.ft.
GARAGE sq.ft. sq.ft. sq.ft.
SWIMMING POOL/SPA sq.ft. sq.ft sq.ft.
POOL EQUIPMENT sq.ft. sqt. sq.ft.
GUEST HOUSE sq.ft. s ft. sq.ft.
CABANA sq.ft. h.ft. sq.ft.
STABLE (dirt volume to be included
in grading quantities) sq.ft. sq.ft. sq.ft.
RECREATION COURT sq.ft. / sq.ft. sq.ft.
ATTACHED COVERED
PORCHES sq.ft. �/ sq.ft. sq.ft.
ENTRYWAY/ PORTE COCHERE,
BREEZEWAYS sq.ft. sq.ft. sq.ft.
ATTACHED TRELLISES sq.ft. sq.ft. sq.ft.
*DETACHED STRUCTURES:
(circle all that applies)
SHEDS, TRELLISES, GAZEBO, sq.ft. sq.ft. sq.ft.
BARBECUE, OUTDOOR KITCHEN, sq.ft. sq.ft. sq.ft.
ROOFED PLAY EQUP.- over 15 ft. sq.ft. sq.ft. sq.ft.
high and over 120 sq. ft. in area,
WATER FEATURES, ETC. sq.ft. sq.ft. sq.ft.
SERVICE YARD sq.ft. sq.ft. sq.ft.
OTHER sq.ft sq.ft. sq.ft.
BASEMENT AREA sq. t. sq.ft. sq.ft.
(volume to be included in grading quantities)
DEPTH OF BASEMENT
TOTAL STRUCTURES
% STRUCTURAL COVERAGE
TOTAL STRUCTURES
EXCLUDING up to 5 (legal) & up to 800 sq. fit. detached structures that
are not higher than 12 ft. (no more / sq.ft. sq.ft. sq.ft.
than 120 sq.ft. per structure per deduction, e cept trellis)
/sq.ft. sq.ft. sq.ft.
/% % %
% STRUCTURAL COVERAGE
% % %
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Ra 114/9 qe
SITE PLAN REVIEW
INCORPORATED JANUARY 24, 1957
NO. 2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
(310) 377-1521
FAX (310) 377-7288
NOTE: According to Section 17.24.020 of the Rolling Hills Municipal Code, illegal uses or structures are
required to be made conforming or shall be removed. Therefore, you may be required to modify or
remove any unauthorized or unlawful use or structure on your property prior to or in conjunction with
this application, (regardless of when or by whom they were constructed). In addition, pursuant to Resolution
No. 900 of the City Council, any use or structure which would require a discretionary permit but which is
conducted without the acquisition of said permit, shall be subject to retroactive discretionary permit
process, and is subject to higher application fee.
17-
Prop6'rty owner (s) signature
SITE PLAN REVIEW PURPOSE
The site plan review process is established to provide discretionary review of certain development
projects in the City for the purposes of ensuring that the proposed project is consistent with the City's
General Plan and Municipal Codes. A site plan review is a form of permit which is required of any
property owner who plans any grading or who seeks to construct, with certain exceptions, a new building,
structure, swimming pool, above grade deck, or expand, add to, alter or repair an existing residence,
which involves changes to grading or an increase in the size of the residence by more than 999 square
feet.
In order to obtain a site plan review permit, the applicant must be able to demonstrate the proposed site
development can comply with the criteria set forth in Section 17.46.050 of the Rolling Hills Municipal
Code.
Site plan review permits are considered and decided upon by the Planning Commission following the
submittal of appropriate application, reports and studies; and public hearings and site investigation are
held.
APPLICATION AND REQUEST FOR HEARING
In order to obtain a site plan review, a property owner or his or her agent must submit an application and
request a hearing before the Planning Commission. To do so, the applicant should complete the
requirements enumerated herein, assemble the necessary application documents and call to make an
appointment with Planning staff at (310) 377-1521. Making an appointment will assure that someone is
available to explain the necessary procedures and review the case material for completeness and accuracy.
- 1 - SPR Application Rev. 2016
City of Rolling Hills
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PLAN SUBMITTAL INFORMATION
Complete and submit with each application:
1. "Request for Hearing" application. Seven copies of currently surveyed plan MUST accompany the
final application. Plans must be FOLDED to approximately 8 1/2" x 11" with title block visible.
Additional plans will be required prior to City Council meeting.
2. Owner's Declaration.
3. Plan submittal using the "Checklist" as guide. Each plan must have a vicinity map, computation of lot
coverage, building pad sizes, cut and fill totals, and the percentage of lot disturbance printed on the
plot plan and be stamped by a licensed civil engineer or land surveyor.
. Property owner's radius map and property owner's labels. A map is required showing the existing
properties, within or partially within a 1,000 foot radius of the exterior boundaries of the property
under consideration, including the subject property. Prepare three complete lists of property owners of
each parcel with mailing address on mailing labels. Assign a number to each name on the list to
correspond with a number of the lot on the map.
5. Certified Property Owners List Affidavit.
6. Filing fee made payable to City of Rolling Hills
PLAN SUBMITTAL PROCESS
Applications must be submitted to the Planning Department as shown on the "Planning Application Filing
Deadline Schedule" (attached). Applications shall be deemed complete only after all required information
is submitted and the application fees are paid. The Planning staff will meet with the applicant to discuss
the proposal.
Once an application has been accepted as complete by the City, a hearing will be set before the Planning
Commission. Applications are considered at the regular meetings of the Planning Commission, which are
held the third Tuesday of each month. Provide sufficient time in your schedule to attend at least four
meetings to allow the Planning Commission to study the facts presented and to make a field trip to review
the physical conditions. Prior to the field trip a silhouette of the project will have to be erected. The
applicant or a representative must appear at all meetings. The City's review process takes a minimum of
3-4 months from submittal. City Council reviews the project following Planning Commission action.
AUTHORITY AND RESPONSIBILITY
In reviewing a request, the Planning Commission must consider the following:
1. The Planning Commission shall consider all matters presented to it fairly and impartially, recognizing
the rights of the applicant as well as its obligation to enforce all zoning ordinances and resolutions
adopted by the City Council of the City of Rolling Hills. The site plan review process is intended to
assist in the orderly development of property, in conformance with objectives of the General Plan and
other ordinances and codes.
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SPR Rev. 2016
City of Rolling Hills
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For the purpose of this calculation, "buildable area" shall be defined as stated in Section 17.12.020 of the
Rolling Hills Municipal Code which declares "buildable area" as the portion of a lot that constitutes the
existing or proposed building pad and any other contiguous portion of the lot NOT IN THE SETBACKS
THAT HAS AN AVERAGE SLOPE OF TEN PERCENT (10%) OR LESS. If there is no existing
building pad, it shall mean that portion of a lot not in the setbacks that will be created through grading and
that will have an average slope of ten percent (10%) or less. A lot may have more than one "buildable
area."
SUMMARY OF ACCESSORY STRUCTURES COUNTED/NOT COUNTED
TOWARDS LOT COVERAGE:
BUILDING PAD COVERAGE: (guideline — 30% maximum pad coverage).
All structures, including porte cochere, breezeway and entryway, shall be counted towards building pad
coverage, except for the following:
ATTACHED STRUCTURES:
• Attached covered porch having an area of 10% or less of the size of the structure that it is attached
to, (primary or accessory)
• Attached trellises (open roof)
DETACHED STRUCTURES: (not to exceed a total of 5 such structure on a lot that are legal and
conforming, not to exceed 12 feet in height, not to exceed 120 sq.ft. each, (see exceptions below), and
not to exceed a combined total of 800 sq.ft.)
• Storage sheds; max. 2 on a lot,
• Trellis and freestanding covered patio w/solid roof, (may exceed 120 sq.ft.),
• Outdoor bar, barbecue, fire place, gazebo,
• Roofed playground fort, (may be max. 15 ft.),
• fountain, pond and similar structures.
These structures may not be located in the front yard area or any setback, except for a fountain,
decorative pond or low water feature.
STRUCTURAL AND TOTAL LOT COVERAGE AND DISTURBANCE:
(Zoning Code requirement: max. - 20% structural coverage; max. - 35% total lot coverage; max. — 40 %
lot disturbance).
All attached structures, including porches, trellises, porte cochere, breezeway, and entryway shall be
counted towards coverage.
All detached structures shall be counted towards coverage, except for the following:
DETACHED STRUCTURES: (not to exceed a total of 5 such structure on a lot that are legal and
conforming, not to exceed 12 feet in height, not to exceed 120 sq.ft. each, (see exceptions below), and
not to exceed a combined total of 800 sq.ft.)
• Storage sheds; max. 2 on a lot,
• Trellis and freestanding covered patio w/solid roof, (may exceed 120 sq.ft.),
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SPR Rev. 2016
City of Rolling Hills
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INSTRUCTIONS FOR COMPLETING THE LOT COVERAGE FORMS
TOTAL STRUCTURES AND TOTAL FLATWORK
In the TOTAL STRUCTURES column, in addition to those structures listed on the form, include all
structures that exist on the lot and those that are proposed, including: cabana, recreation room, hobby
shop, guest-house, covered porches, covered entryways, trellis/latticework, gazebo, sheds, pool
equipment, service yard, playground equipment, forts, barbecue, fire pits, decks, (for deck -see definition
in Section 17.12.040 "D" words, terms and phrases of the Zoning Code), and similar structures.
In the TOTAL FLATWORK column include all of the "impervious" surfaces existing and proposed,
including all walkways around the residence and accessory uses, walkways from house to other structures,
uncovered patios, uncovered parking areas, walkways/decks around the pool, paved access to a stable and
all other "impervious" surfaces. When designing a house or addition, check with the Fire Department on
the required width of the walkways and driveways. Show any future potential flatwork.
NOTE: As required by the Los Angeles County Building Code, when designing a basement with "livable
area(s)" you have to provide for natural light. Window wells may be acceptable. Check with the County
Building and Safety Department for requirements.
COMPUTATION OF LOT COVERAGE
LOT COVERAGE (TITLE 17)
Main buildings, accessory buildings, structures including, but not limited to gazebos, porches, entryways,
porte cochere, trellises and similar structures, tennis courts, swimming pools, spa, pool equipment,
outdoor bar, barbecue, sheds, shelters, service yards (enclosed or unenclosed), stables, or an area of not
less than 450 square feet for the construction of a stable shall not cover more than twenty percent (20%)
of the net lot area, provided further that in addition to the above described improvements, the areas
included within driveways, paved access to stables, parking spaces, walks, patios, decks and asphalt or
concrete paving of any kind excepting roads maintained by the Rolling Hills Community Association,
shall not cover more than thirty-five percent (35%) of the net lot area (see Section 17.16.200 "J" for
exceptions).
For the purposes of this Section "net area" shall exclude: a) the entire area within a recorded roadway
easement plus the area within ten (10) feet measured perpendicular to the edge of the roadway easement;
(b) the ten (10) foot perimeter of the lot perpendicular to the property lines; (c) any private drive or
driveway that provides access to any other lot or parcel; and (d) the access strip portion of a flag lot.
COMPUTATION OF BUILDABLE AREA AND COVERAGE THEREON
A policy of the City is to address coverage of an identified "EXISTING AND/OR PROPOSED
BUILDABLE AREA". Coverage thereon is based upon the calculation of the footprint square footage of
the residence, garage, stable (barn), other accessory structures proposed and/or developed on said
"buildable area," and all projecting structures such as entryways, porte cochere, covered porches and
breezeways. (Covered porches that are 10% or less in size of the footprint of the residence or accessory
structure and attached trellises are not counted).
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SPR Rev. 2016
City of Rolling Hills
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2. The development and use of all land within the City of Rolling Hills should be directed to the
continuation of the existing rural open areas surrounding the existing residences in the City, and each
new improvement or use of land should be carefully examined to determine what effect the proposed
improvement or use of land will have on the natural slopes, terrain, trees and natural flora in the City.
3. The granting of site plan review permits shall be carefully scrutinized utilizing the criteria set forth in
Section 17.46.050.
DECISION OF PLANNING COMMISSION
The decision of the Planning Commission will be final unless, within thirty (30) days following the
adoption of the resolution, a written appeal is filed with the City Clerk by:
1. The applicant.
2. Any person who protested, either orally or in writing, as a matter of record prior to the final vote of
the Planning Commission on the matter and who, in addition, received or was entitled to receive the
written notice specified in Subdivision 2 of Subsection A of Section 17.34.030 of the Zoning
Ordinance.
3. The City Council, (within 45 days) upon the affirmative vote of three members of the City Council.
AFFIDAVIT OF ACCEPTANCE AND BUILDING PERMITS
In order to obtain building permits, it will be necessary for the applicant to record an affidavit with a
resolution of the findings and the conditions of approval. Building and/or grading permit shall not be
issued unless the resolution and affidavit are recorded. /
Initial Date:7"2—'( .
Property Owner
Public: PLANNING MASTERS: City of Rolling Hills Site Plan Review Application rev. 2016.doc
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SPR Rev. 2016
City of Rolling Hills
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CHECKLIST FOR PLAN SUBMITTAL
The following information must be included on any plan submitted for checking to the Rolling Hills
Planning Commission for:
1. Conditional Use Permit (including grading requirements).
2. Variance (including grading requirements).
3. Site Plan Review (including grading requirements).
4. Subdivisions and Lot Line Adjustments
Provide seven (7) sets of plans (folded) that show the following:
(Additional sets will be required before the City Council meeting)
❑ Name, address and telephone number of applicant, and name, address and telephone number of
architect and civil engineer.
❑ Currently surveyed plot plan showing the entire property. (More than one plan may be
submitted).
❑ Plot plans must be stamped by a licensed civil engineer or land surveyor. License number and
expiration date must be clearly shown.
❑ Architectural elevation plans showing the height of proposed structures from finished grade
and basement wells — all sides must be shown.
❑ Vicinity map drawn to scale with requested improvements dimensioned to property line and to
residences of all contiguous properties.
❑ North arrow and scale of plans.
❑ Existing contours of the entire lot, in maximum 5' intervals.
❑ Proposed contours, in maximum 5' intervals.
❑ Setbacks, easements, fences and horse trails, if any, on the entire lot.
❑ Note distances from the centerline of all existing and proposed streets adjacent to the subject
property.
❑ Outline and show square footage of building pads not in setbacks (existing and proposed) in
accordance with Municipal Code Title 17. [Buildable area is that portion of a lot NOT IN
SETBACKS that constitutes the existing building pad and any contiguous portion of the lot
NOT IN SETBACKS that has an average slope.of ten percent (10%) or less]. If there is not
an existing building pad, the buildable area shall mean that portion of a lot not in setbacks
which will be created through grading and which will have an average slope of ten percent
(10%) or less. A lot may have more than one buildable area.
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SPR Rev. 2016
City of Rolling Hills
•
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❑ Outline and show distance from building footprint to any projections and architectural features
including porches, entryways, porte cocheres, trellises, chimneys, eaves, and bay windows.
❑ Computation of structural and total lot coverage, disturbed area and building pad coverage in
accordance with Municipal Code Title 17 (form attached).
❑ All slopes shall not be steeper in slope than two horizontal to one vertical, or exceed a vertical
height of thirty feet (30') below or above the natural grade. Shallower slopes are strongly
encouraged. All slopes shall be marked with grade. (Municipal Code Title 15). Cut and fill
must be balanced on site. Export of dirt is allowed from excavation activities, incl. basements.
❑ Show cut and fill slopes by separate shadings or patterns. Show shaded area square footage,
cut and fill totals in cubic yards, and the percentage of lot to be disturbed. (Title 15).
❑ Show all existing and proposed retaining walls and sections through walls, including height
and elevations. Show stairs, walkways and height of decks.
❑ Show proposed drainage pattern and design and indicate whether the drainage design is above
or below ground.
❑ Designate the area(s) for which the Site Plan Review is requested.
❑ Show outline of residence, any additional structures, and any basement areas. Indicate depth of
basement. All structures must be physically measured and square footage of each structure
must be shown on the drawing. PLEASE NOTE: "Floor area" means the total horizontal area
of all floors of a structure, measured in square feet from the exterior surface of the outside
walls, including basements, storage areas, and the like, but excluding unenclosed areas.
❑ Show all other existing and proposed structures on the lot, including pool, spa, pool
equipment, porches, shelters, entryways, trellises, barbecues, fire places, fire pits, sheds,
gazebos, children play houses/forts, trash yard and others.
❑ Show width and length of basement wells and location of stairs. Show windows and doors in
basement.
❑ Show an area of not less than 450 square feet for the construction of a stable, 550 square feet
for a corral (35' from any residence and 25' from rear property line, and not in front yard or
side setback), and access road of not more than 25% grade for vehicular access to the stable
site on each lot. If grading would be required indicate the quantity.
❑ Show cross sections of slopes before and after grading. Show the variance of the existing
slope and proposed slope. Sections should be through the highest cut and fill and through other
areas where ground is steep, and as many additional sections as necessary to clearly delineate
the proposed change in land contours from the existing terrain. Whenever possible, align the
cross sections along the proposed development on the plot plan.
❑ Soils, geology, hydrology/drainage reports, showing all structures on the property, with their
distance from property lines delineated, may be required in applications where the requested
project is close to easements, close to other properties, and/or where there is to be significant
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SPR Rev. 2016
City of Rolling Hills
•
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grading on the property.
❑ Show location of utility pole(s) serving the property and indicate the direction of the utility
lines.
❑ Show the slope (in %) and square footage of the driveway and separately of any uncovered
parking area or motor court. Calculate the coverage (in %) of the driveway and motor court of
the yard area in which they are located. Motor court may not be closer than 30' to roadway
easement. (Yard —Section 17.12.250).
❑ Show any other driveways/roads/easements and paved areas on the property that are existing,
currently proposed or planned for the future.
❑ Show trails within the property and adjacent thereto.
❑ If a stable is being constructed, delineate the loft area, if any. Show the size of the stable, the
size of porch and separately the size of the loft. Show paddock area and corral area.
❑ If known, show the location of septic tank.
❑ If a new driveway approach is proposed it must be reviewed by the Traffic Commission.
❑ Pictures of the entire property.
❑ Submit one copy of the plan delineating in different color markers the following:
❑ Residential Building Pad (not in setbacks)
❑ Additional Building Pads (not in setbacks)
❑ Disturbed Areas
❑ Net Lot boundary
❑ Setback lines
❑ Cut and fill areas for grading (shaded)
Public:PLANNING MASTERS:City of Rolling Hills Site Plan Review Application rev. 2016.doc
-6-
SPR Rev. 2016
City of Rolling Hills
REOUEST FOR HEARING
FOR SITE PLAN REVIEW
NOTE: According to Section 17.24.020 of the Rolling Hills Municipal Code, illegal uses or structures are required to be made
conforming or shall be removed. Therefore, you may be required to mods or remove any unauthorized or unlawful use or
structure on your property prior to or in conjunction with this application. In addition, pursuant to Resolution No. 900 of the
ity Council, any use or structure which would require a discretionary permit but which is conducted without the acquisition
of said permit, shall be subject to retroactive discretionarypermit process, and is subject to higher application fee.
PROPERTY OWNER: _ ( WO` `C 1
OWNER'S ADDRESS: JA(0 PAWS \ e zi s Dr4 PC1116 HkS, C\
TELEPHONE NO: _Ow) 644 - 331 I EMAIL:
PROPERTY'S ADDRESS: .2q Lh PalaPala> Verdes t . kik t a5, CA
LEGAL DESCRIPTION: LOT NO.
ASSESSORS BOOK NO. - PAGE PARCEL
AGENT'S NAME:
a.ua CbC C% C66.9mithod U c S Noez4 +A
AGENT'S ADDRESS: (()(0 1• 'POd-tc. 4ite • ; Gay Wx13, (1��
TELEPHONE NO: Cb10 5 1 (4r tog L-1
NATURE OF PROPOSED PROJECT
Describe in detail the nature of the proposed project, including what aspects of the project require a Site
Plan Review:
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-11-
SPR Rev. 2016
City of Rolling Hills
i
PALOS VERDES ENGINEERING CORPORATION •
CONSULTING STRUCTURAL & CIVIL ENGINEERS
550 Deep Valley Dr., Suite 2730 Rolling Hills Estates, CA. 90274
Telephone (310) 541-50550 Fax (310) 541-0321
email : info@pvec.com
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PI - -ping ►.- partment
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JOB # Y I g ` o'°
SHEET NO. I OF 1
ENGR. DATE 2, -
DRAWN BY
SCALE I " =J O
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APPROVED
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COMM(1Nl A ASSOC r TION
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• PALES VERGES ENGINEERING CORPORATION*
CONSULTING STRUCTURAL & CIVIL ENGINEERS
Timm
550 Deep Valley Dr., Suite 2730 Rolling Hills Estates, CA. 90274
Telephone (310) 541-5055• Fax (310) 541-0321
email : info@pvec.com
CONCRETE
1) ALL PHASES OF WORK PERTANINO TO CONCRETE CONSTRUCTION SHALL CONFORM TO 2016 CM
CHAPTER 10 (BASED ON ACI-3115. LATEST ADOPTED EDITION) FOR REINFORCED CONCRETE
2) MNIUUM U.IIMAiE COYPRESSVE CONCRETE STRENGTHS (fe) SHALL BEI
FOOTINGS 2500 PSI 0 25 DAYS
3) CONTINUOUS INSPECTION BY AN APPROVED DEPUTY INSPECTOR IS REQUIEM FOR CAISSONS. GRADE
BEAMS, STRUCTURAL SLABS, AND OTHER CONCRETE MEMBERS MERE E DESIGN COMPRESSIVE ST I NGTH
VALUE EXCEEDS 2500 PS.
JOB # 2-18-0039
SHEET NO. 2 OF
ENGR. JOSDATE 2-1-2018
DRAWN BY JOS
SCALE N.T.S.
REINFORCING STEEL
ALL PRIMARY RE9FORCEMEIT SHALL CONFORM TO A.S.T.M. A- 615, GRADE 60 KSI. STEEL
ALL LEES AND STIRRUPS SHALL ALTERNATE HOOK LOCATIONS ON LONGITUDINAL BARS 11E5 ND STIRRUPS
TO HAVE MINIMUM r LAP.
ALL 19S AND STIRRUPS SHALL CONFORM TO A.S.T.M. A-615, GRADE 60 K.SL STEEL.
SPLICES OF REDFORCINO SHALL BE LAPPED A MINIINIA OF 60 BAR DUMEIER UNLESS SPECIFIED ON
PLATS AND SECURELY YARED TOGETHER. USN° A MNMUM OF 16 CA MUE. SAUCES OF ADJACENT
RF]IFORCING BARS SHALL BE STAGGERED %BREVES POSSIBLE
4) DEMENT SHALL BE TYPE 1, LOW ALKALI, CONFORMING TO A.ST.M. C-150.
5) ALL PRIMARY REINFORCEMENT SHALL BE PER ASTM A-615, GRADE 60 MI 51EEL. ALL TIES AND
STIRRUPS SHALL CONFORM TO ASTJA. A-615, GRADE 60 MI STEEL
6) UNLESS NOTED OTHERWISE, SAUCES OF REINFORCING SHALL BE LAPPED A MINIMUM OF 60 BM
DIAMETERS AND SECURELY WINED TOGETHER. USN° A MINIMUM 0° 16 GA. WIRE. SAUCES OF ADJACENT
REINFORCING BARS SHALL BE STAGGERED MERVI I2 POSSIBLE, ' WERE SPECIFICALLY CALLED OUT,
WELDING OF REINFORCING BARS SOU BE PERFUMED BY A CERTIFIED WIELDER USNO E90 SFRES
ELECTRODES PER AW$, LATEST EDITION.
a) OMIT
9) CLEAR COVERAGE OF CONCRETE OVER REINFORCING BARS. ANCHOR BOLTS` AND ALL OTHER CONCRETE
INSERTS, UNLESS 01HHERIHSE SPECIFIED, SHALL BE AS FOLLOWS
POURED AGAINST EARTH Y CLEAR
FORMED CONCRETE 2' CLEAR
10) OMIT
11) OMIT
12) PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.L LATEST STANDARD AND PROECT
SPECFlCAT10NS. %IRE BRUSH OR SANDBLAST AU. CONCRETE SURFACES AGAINST MHI0H CONCRETE IS To
BE PLACED.
13) (MT
14) PROVIDE SLEEVES FOR PLUMBNG AND ELECTRICAL OPENINGS N CONCRETE BEFORE PLACING. D0 NOT
CUT ANY RD FCRONO *IC H MAY COIFUCT. COPING IN CONCRETE IS NOT PERMITTED, EXCEPT AS
SHONE. NOTIFY THE PROTECT STRUCTURAL ENGINEER N ADVANCE OF CONDITIONS NOT SHORN ON THE
STRUCTURAL DRAWINGS
15) OMR
16) OMIT
17) RO FORCENENT CALLED OUT N DETAILS SHALL BE N ADO(ON TO THAT SHORN ON PLANS (U.N.0).
REINFORCING METHODS SHORN N DETAILS SHALL BE USED AS APPLICABLE
16) NHEH A MONOLITHIC POUR IS NOT POSSIBLE, CONSTRUCTION JOINTS SHALL BE APPROVED BY THE
PROJECT STRUCTURAL ENGINEER.
19) SHORING SHALL NOT BE REMOVED UNTIL CONCRETE HAS ACHIE'. D MURMUR 23 DAY COLPtESSVE
S1RDeM FF1EW DAYS AFTER CONCRETE POUR S COMPLETED THE PROJECT STRUCTURAL DEONEER
MAY DETERMINE, BASED ON COMPRESSION TESTS, F SHORING MAY BE REMOVED.
20) ALL DECK SURFACES EXPOSED TO WEATHER SHALL BE WATERPROOFED. SEE ARCHITECTURAL
DOCUMENTS FOR SPECIFICATIONS.
21) C01ICPETE SHALL BE THOROUGHLY CONSOLIDATED IN A MANNER THAT TILL ENCASE THE
REINFORCEMENT AND INSERTS. FILL THE FORMS, AND PRODUCE A SURFACE OF UNIFORM TEXTURE FREE OF
ROCK POCIEIS AND EXCESSIVE VOIDS. CONCRETE SHALL BE CONSOJDATED BY MEANS OF HIGH
FREOUOICY INTERNAL MBRATORS M1H0UT CAUSNG WATER CR CEMENT PASTE TO FWSH TO 7HE
SURFACE *ETERNAL %ORATOR TYPE, SZE, AND NUMBER SHALL BE APPROVED BY THE D EMME.
22) CONCRETE MIMO COMPANY SHALL PROVIDE TEST RECORDS AND STANDARD DEVIATION PER SECTOR
1905 0' 2016 C80.
RETAINING WALL
1) ALL COHS1RUCITON SHALL BE IN ACCORDANCE MTH THE REC0MENDAIKNS OF TIE MILS REPORT
FOR MIS PROEM. F SONS REPORT IS NOT PROVIDED, 2010 CSC CHAPTER 18 AND SECTION 1611.6
STALL GOVERN DESIGN AND CONSTRUCTION.
2) IT SHALL BE THE RESPONSBIUTY OF THE CONTRACTOR TO ESTABLISH RETAINING WALL FOOTING
OVATIONS AND F0011110 STEPS TO CONFORM TO SCHEDULES AND DETAILS SHOWN ON DRAWINGS.
• F ANY CONSTRUCTION
• AS TO CLARIFY OR ASOVDE APE E NDETAOT PEAR
IOR NOT PROVIDED, THE ENGINEER SHN.L BE HOTTED
4) NOTES AD PETALS ON DRAWINGS SHALL TAG: PRECEDENCE OVER OENERILL NOTES AND TYPICAL
DETAILS.
5) DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOVE ON DRAWINGS
6) IT SHALL BE THE RE'SPONSIBIUTY OF THE CONTRACTOR TO ENSURE THAT ALL APPLCABEE SAFETY
LAWS ARE STRICTLY ENFORCED N UNSTARING A SAFE CONSTRUCTION PROECT.
IT SHALL BE THE RESPONSSUTY OF THE CONTRACTOR TO PROVIDE ANY AND ALL SHORING
Y AND SUPER%SON OF THE CONSTRUCTION WON( TO ENSURE THAT 1T IS BUILT IN
CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. F CONTRACTUALLY AGREED TO
BEFOREHAND, THE DHGNEER WILL PROVIDE ONLY OBSERVATIONS OF THE WORK DURING CONSTRUCTION AS
REQUESTED BY THE OMNER OR CONTRACTOR.
B U.N.O.. AU. CONCRETE FOR THE STRUCTURE SHALL HAVE A MINIMUM ULTIMATE COIPRESSVE
OF 2500 P51 AT 26 DAYS
9) REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 kd
10) PORTLAND CEMENT SHALL BE TYPE I, LOW AMU. CONFORMS° TO AST I C150.
11) SPLICES OF RENFORCEIENT STEEL SHALL BE LAPPED A MINTON OF 46 BAR DIAMETERS AND
SECURELY MRED TOGETHER. S%JCES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED YAIEAEVER
POSSIBLE (SEE DETAILS FOR OTTER REQUIREMENTS)
12) ALL CONCRETE MASONRY UNITS, GROUT, AND MORTAR SHALL BE PER CONCRETE MASONRY UMTS
NOTES
S2
PROJECT
Wong Residence
2910 Palos Verdes Dr. North
Rolling Hills, CA 90274
Standard Hooks for Primary Reinforcement
Bar Size Min. finished
bend.dia.(a)
#3 through #8 6dh
#9, #10, #11 8dh
#14 and #18 104,
(a) Measured on Inside of bar
Standard Hooka for Stirrups and Tie
ear Size Min. finish d
bend.dia.(b)
#3 through #5 4db
#6 through #8 6db
(b) Measured on inside of bar
rci1
end i
•dia
4db z ?Ain.
Reinforcement
db for #3 thru
12db for thru i6
CONCRETE MASQNRY UNJTS,
1) CONCRETE BLACK SHALL CONFORM TO ASTM 096-95, GRADE N-1. MINIM COMPRESSIVE SIRENOIH
m •• 1500 PS 0 23 DAYS PER AMU E447-92. CONCRETE BLOCK SHALL BE MANUFACTURED FROM
NORMAL WOOHT AGGREGATE UNLESS NOTED OTERINSE OPEN END PATS MAY BE USED VMDIENER
POSSIBLE FOR EASE OF CONSTRUCTION.
2) MORTAR SHALL BE TYPE S COMET PER ASNI C270-95, MTH MINIMUM COMPRESSIVE STRENGTH fm
1600 PS 0 28 DAYS
3) GROUT SHALL BE COARSE GROUT MTH MAXIMUM 3/5' AGGREGATE PER ASTI C.476-91, MINIMUM
COMPRESSIVE STRENGTH fm - 2000 PS 0 28 DAYS
4) CELLS SHALL BE IN VERTICAL AUGMENT TO PROVIDE A 1/HIMUM UNOBSTRUCTED CORE OF 3' X 3'.
DOWELS FROM FOOTING SHALL BE SET TO ALIGN NTH CORES COMMON VERTICAL. REINFORCING BARS
6) ALL CELLS CONTAIN%° REINFORCING ANCHORS OR INSERTS SHALL BE FLED SOLD WITH GROUT
UWESS OTHERWISE NOTED ON DRAWINGS
6) CONCRETE SURFACES SHAD- BE CLEANED OF ALL LAITANKE PRIOR TO SETTING BLOCKS
7) EMBEDDED BOLTS AND INSERTS MUST BE BUILT-N, NOT SHOT N LATER
0) U.N.O., CONCRETE BLOCK SHALL BE REINFORCED MIN (2)- /6 RETFORCINC BARS AT ALL OPENERS
DOOR & TR00W JAMBS UNTIES, PERIPHERY OF OPENINGS N30 AT OSC0N11UOUS WALLS. MEND
BARS A YNMUM OF 48 BAR DIAMETERS PAST OPENINGS, U.N.O.
9) U.N.O., CONCRETE BLOCK WALLS SHALL CONTAIN fi5 VERTICAL BARS AT 24' exc. AND #4
HORIZONTAL BARS AT 16' at. N FULLY GROUTED CELLS
10) CLEA NOUIS SHALL BE PROVIDED F GROUT UFTS EXCEED 5'-O' PER 2016 CIO SECTION 2104.6.1.
BLOCK SHALL NOT BE LAID HIGHER THAN GROUT LET. GROUT LEIS SHALL NOT EXCEED THAT SHDMN N
TABLE 21-C OF 2016 CDC. STOP GROUT POUR A MN. OF 11/2" BELOW TOP OF FINAL BLOCK.
11) REINFORCING STEEL SHALL CONFORM 1O ASTM M15, GRADE 60 kid. ALL REINFORCING SHALL 6E
ACCURATELY AND SECURELY HEED N PLACE BEFORE GROUTING. SPUCES SHALL BE LAPPED A MNMUN
OF 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE PER STRUCTURAL DETAILS.
12) HORIZONTAL RENFOR0H0 STEEL SHALL BE PLACED IN BOND BEAM BLOCKS
13) CCNTRACTOR SHALL BRACE ALL WALLS M RECTUM°
LOADS UNTIL FLOOR AND/OR ROOF FRAMING IS INSTALLED
14) SPECIAL INSPECTION of CMU CONSTRUCTION IS
ALL CMU DESIGN IS BASED ON HALF -STRESSES ---
DETAIL A
DRAWING
Retaining Wall
DRAWING SCALE:
N.T.S.
ST MIND AND OTHER
S $ COMPLETE
•
PALOS VERDES ENGINEERING CORPORATION
CONSULTING STRUCTURAL & CIVIL ENGINEERS
550 Deep Valley Dr., Suite 2730 Rolling Hills Estates, CA. 90274
Telephone (310) 541-5055* Fax (310) 541-0321
email : info@pvec.com
8" SOLID GROUT CMU WALL
#4 ® 24" o.c. VERTICAL
#4 ® 16" o.c. HORIZONTAL
"3—WAY" WATER PROOFING
(BITUMINOUS/MEMBRANE/PROTECTIVE
FOAM BOARD) MIRADRAIN OR EQUAL.
;;*-: 111-111-11
FIRST COURSE HEAD JOINTS
JOB # 2-18-0039
SHEET NO. OF
ENGR. DATE 2-1-2018
DRAWN BY JOS
SCALE N.T.S.
HT ABOVE GRADE ffl-
VARIES FROM 0'-2'=1
1 1 1-111-1
1=111—I I 1
111=111—I
I f-111= FI
ILEUE
�1117
;1::•=
•
—
�
TO REMAIN UNGROUTED /—
.:'�>111=111-
IIIJ
.
& #4
SVERSE
2
3'-6"
•/
; ,1 —1
-II 1-111-11-1-111=111= 11-I "/
111-=1-=I I= 6" CI!•?i: =11=111=III I11I11=1II-/ .
CONC. FTG W/ 4—#5
CONTINUOUS BARS
® 24" o.c. TRAN
SI
1
1'— 0"
PROJECT
Wong Residence
2910 Palos Verdes Dr. North
Rolling Hills, CA 90274
• A •
•a
•v •.4 a
4 A
•
too d'
a. .
A • A
1'-1" : jf 1'-0" 11"
3'-0"
DETAIL A
••
DRAWING
Retaining Wall
DRAWING SCALE:
N.T.S.
1'-6"
Palos Verdes Engineering Corp.
550 Deep Valley Dr. STE #273
Rolling Hills Estates, CA 90274
Project Title:
Engineer:
Project Descr:
•
Project ID:
I Cantilevered Retaining Wall
Description :
Retaining Wall (5'Total)
Criteria
Retained Height
Wall height above soil
Slope Behind Wall
Height of Soil over Toe
Water height over heel
• 3.50 ft
• 2.00 ft
• 2.00 :1
• 6.00 in
= 0.O ft
Vertical component of active
Lateral soil pressure options:
NOT USED for Soil Pressure.
NOT USED for Sliding Resistance.
NOT USED for Overturning Resistance.
Design Summary
Wall Stability Ratios
Overturning
Sliding
Total Bearing Load
...resultant ecc.
• 1.90 OK
= 1.51 OK
1,805 Ibs
= 8.12 in
Soil Pressure @ Toe = 1,462 psf OK
Soil Pressure @ Heel = 0 psf OK
Allowable = 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
ACI Factored @ Heel
Footing Shear @ Toe
Footing Shear @ Heel
Allowable
1,755 psf
= 0 psf
= 6.8 psi OK
= 4.5 psi OK
• 75.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force = 814.7 Ibs
less Passive Force = - 840.0 Ibs
less Cohesion Force = - 390.0Ibs
Added Force Req'd = 0.0 Ibs OK
....for 1.5 :1 Stability = 0,0 Ibs OK
Load Factors
Dead Load 1.200
Live Load 1.600
Earth, H 1.600
Wind, W 1,600
Seismic, E 1,000
Printed: 1 FEB 2018, 1:34PM
File= GIPQG5RE'P11W2HQS-8113DUN1-I.EC6
ENERCALC, INC. 1983.2017, Build:10,17.12.10, Vgr.6.18.1,31
I Soil Data
Allow Soil Bearing = 1,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 61.0 psf/ft '
Toe Active Pressure = 61.0 psf/ft
Passive Pressure = 210.0 psf/ft
Soil Density, Heel =
Soil Density, Toe
Cohesion value =
Soil height to ignore
for passive pressure
Stem Construction
Design Height Above Ftg
Wall Material Above "Ht"
Thickness
Rebar Size
Rebar Spacing
Rebar Placed at
Design Data
fb/FB +fa/Fa
Total Force @ Section
Moment....Actual
Moment Allowable
Shear Actual
Shear Allowable
Wall Weight
Rebar Depth 'd'
Lap splice if above
Lap splice if below
Hook embed into footing
Masonry Data
fm
Fy•
Solid Grouting
Modular Ratio 'n'
Short Term Factor
Equiv. Solid Thick.
Masonry Block Type
Masonry Design Method
Concrete Data
fc
Fy
110.00 pcf
110.00 pcf
130.0 psf `r
= 12.00 in
Top Stem
Stem OK
ft = 0.00
= Masonry
in = 8.00
_ # 4
in = 24.00
= User Spec
Ibs =
ft-I =
ft-I =
psi =
psi =
psf =
in =
in =
in =
in =
psi =
psi =
in =
= 3
= ASD
psi =
psi =
Calculations per ACI 318.14, ACI 530-11, IBC 2015,
CBC 2016, ASCE 7-10
0.471 0.000
366.0
434.6
921.9
6.1
38.7
84.0
5.00
24.00
24.00
1,500
Yes
21.48
1.000
7.60
Palos Verdes Engineering Corp,
550 Deep Valley Dr. STE #273
Rolling Hills Estates, CA 90274
Project Title:
Engineer:
Project Descr:
Project ID:
Cantilevered Retaining Wall
Description : Retaining Wall (5'Total)
Footing Dimensions & Strengths
Toe Width
Heel Width
Total Footing Width
Footing Thickness
Key Width
Key Depth
Key Distance from Toe
fc = 2,500psi
Footing Concrete Density
Min, As%
Cover @ Top 2.00
• 1.25 ft
• 175
= 3.00
= 18.00 in
= '12.00in
• 12.00. in
• 1.08 ft
Fy = 60,000 psi
• 150.00 pcf
= 0.0018
@ Btm.= 3.00 in
Footing Design Results
Factored Pressure
Mu' : Upward
Mu' : Downward
Mu: Design
Actual 1-Way Shear
Allow 1-Way Shear
Toe Reinforcing
Heel Reinforcing
Key Reinforcing
Printed: 1 FEB 2018, 1:34PM
File = G:\POG5RE-Pl1W2HQS-B113DUN1-I,EC6
ENERCALC, INC.1983.2017, Build:10.17.12.10, Ver:6,18.1,31
:o1.'fi4r :° :•7.1
Toe Heel
1,755 0 psf
0 0 ft-lb
0 600 ft-lb
695 600 ft-lb
6.84 4.47 psi
75.00 75.00 psi
None Spec'd
None Spec'd
None Spec'd
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: Not req'd, Mu < S * Fr
Summary of Overturning & Resisting Forces & Moments
OVERTURNING
Force Distance
Item Ibs ft
Heel Active Pressure = 936.7 1.85
Surcharge over Heel
Toe Active Pressure = -122.0 0.67
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil
Moment
ft-lb
1,730.2
-81.3
Total = 814.7 O.T.M. = 1,648.9
ResistinglOverturning Ratio = 1.90
Vertical Loads used for Soil Pressure = 1,805.1 Ibs
Vertical component of active pressure NOT used for soil pressure
Soil Over Heel
Sloped Soil Over Heel
Surcharge Over Heel
Adjacent Footing Load
Axial Dead Load on Stem
* Axial Live Load on Stem
Soil Over Toe
Surcharge Over Toe
Stem Weight(s)
Earth @ Stem Transitions
Footing Weight
Key Weight
Vert. Component
RESISTING
Force Distance Moment
Ibsft ft-lb
417.1 2.46 1,025.3
32.3 2.64 85.2
68.8 0.63
462,0 1.58
675.0 1.50
150.0 1.58
43.0
731.5
1,012.5
237.0
Total = 1,805.1 Ibs R.M. = 3,134.5
* Axial live load NOT included in total displayed, or used for overturning
resistance, but is included for soil pressure calculation.
•
•
6"
#0@18.in
@Toe
8.in Mas w/#4 @ 24.in o/c
Solid Grout 2.
Designer select
#0@18.in all horiz. reinf.
@ Heel
1'-1"
1'-3"
-41
1'-0"
11"
3'-0"
1'-9"
Do.
00.
3"
2'-0"
3'-6"
1'-6"
1'-0"
e
x
5'-6"
;, �, SC/y -,, e ,\N
u. CJ CZ 1'.
No. 2391
FW
?Alc).\\:3:;
•
1462.2Psf
n i
•