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GB040163_Issued - More Docs
FINAL NOTICE TO OWNER, CONSULTANTS, AND CONTRACTORS (PLEASE READ) The undersigned understands that the inspections and requirements set forth in this handout are considered part of the permit and specifications for the project. Any work item completed without inspection, and any changes made to the plans, soil reports, specifications, and field conditions without securing written approval and inspection from the Grading Section is subject to removal and/or correction. Any "as built' conditions presented to the inspector are NOT ALLOWED, and if presented to the inspector are subject to removal. The County of Orange does not subscribe to a policy of inspecting and approving work "after the fact." Owner m Address Soil En "Deer By o Address /`� A Civil En JAfch. 747/ E/ lG eet/'zA , —47C By % Y�//, Address IJ9� t,l:rsrew� Telephone 9a9- 99z-a. Geologist By Address Telephone Gradin Co r for 11 CoordinatorlSa erintendent By J Dy I �W Address Address Telephone Tl �i ��YaXJ Telephone L�/• �! ✓/ J ��✓ By Address Telephone By Address _ Telephone - s- TOAL ENGINEERING, INC. C1 ENGINEERS. LAND PLANNERS AND LAND SURVEYORS RECEIVE d139AVENIDANAVARRO SANCLEMENTF,CA92672 (949)492-85M FAX(949)4984t625 FEB 0 12005 RAYMONDR TOM�G M UNG ADDRESS OLAV S. MEUM, 02 3 P.O. BOX 3878 MICHAEL A ROTH, LS 6211 SAN CLEMENTE, CA92674 Preliminary Construction Cost Estimate 12/28/2004 Job Description - Preliminary Grading Plan Scott & Deborah Pievac Residence Job Address - 1 Pelicans Drive, Newport Coast, California Job Number - 11541 Estimated Unit Item Description Quantity Unit Price Amount Grading Excavation & Embankment 500 cY $8.00. $4,000.00 Export 2000 cy $8.00 $16,000.00 Subtotal $20,000.00 Site Improvements 1 Construct concrete driveway 1220 sf $3.00 $3,660.00 2 Construct concrete hardscape 3550 sf $2.50 $8,875.00 3 Install 6" drain system 285 If $15.00 $4,275.00 4 Install 4" drain system 770 if $12.00 $9,240.00 5 Install 6" deck drain 8 ea $40.00 $320.00 6 Install 6" atrium drain 41 ea $40.00 $1,640.00 7 Install 12" flat drain 2 ea $75.00 $150.00 8 Install 12" atrium drain 9 ea $75.00 $675.00 9 Construct junction structure 1 ea $1,000.00 $1,000.00 10 Install 5" channel drain 24 if $6.00 $144.00 11 Install 8" channel drain 42 If $8.00 $336.00 12 Install gravelbags 250 ea $1.00 $250.00 Subtotal $30,565.00 Estimated Construction Cost 10% Contingency Total Estimated Construction Cost $50,565.00 $5,056.50 $55,621.50 pond . O.3 Co p1 po®) i-©' S �3 or SIcS) 21 z4 Sad: 21, W County of Orange Planning and Development Services Department Subdivision and Grading Services Grading Section - Room 122 300 North Hower Street Santa Ana, California 92703 (714) 834-2626 OfIicelCounterA714) 834-4772 Fax Website: http/pdsd.oc.ca.gov PLAN CHECK RECORD Date Received Date Check Completed' Initial Check Re -Check Re -Check Re -Check Re -Check GR DWC PLANSTANDARDSAND CORRECTIONLIST Contact Name: r kjnq� Date Plan Approved: r Owner's Name: Checked By: Plan Checker Initials: r iA// Telephone #: Telephone #: Application Permit #: (T & 4j0 jL - - Project Address: ! - ` - ,� ► -. Assessors Parcel #: Tentative Tract/Parcel Map No. l ; 14 C 104 - Planning Approval #PA CIRCLED ITEMS REQUIRE CORRECTION OR SUBMITTAL. Corrections shall be made on the tracings and three (3) new sets of plans shall be submitted. IF YOU MAKE. CHANGES TO THE PLAN OTHER THAN OR IN ADDITION TO WHAT PLAN CHECK HAS REQUESTED, YELLOW HIGHLIGHT THE CHANGES ON ONE (1) SET OF THE RESUBMITTED PLANS. RETURN THE ORIGINAL CHECK PRINT WrM THE CORRECTED PLANS. Payment of a new plan check deposit may be required for all plans on which no action is taken by the applicant for a period of I80 days. Applications for which no permit is issued within 180 days following the date of submittal shall expire by limitation, aid shall be discarded. I_ SUBMITTALS, FEES, BONDS, INSURANCF, AND ISSUANCE a. Provide three (3) complete sets of the corrected plans. Provide minimum 40-scale plan for precise grading. The maximum size shall be 36" x 42". All sheets shall be uniform sire. Plans will not be rechecked at the counter. Allow one (1) week for recheck. b. Surety is required in the amount of $ _9 r.� 3c'C•°�'�� Surety may be posted in one of the following forms: 1) Surety Band 2) Certificate of Deposit 3) Letter of Credit 4) Cash or Cashier's Check Personal/Company checks cannot be accepted as surety. County approved forms for the various types of surety are available on request at the Grading Counter, Station 4, Room 122. Please note all sigiiatures must be notarized. c. Plan check and inspection deposit amounts will be calculated by the plan checker based on earthwork quantities or drainage improvements, whichever is greater. This information shall be provided by the engineer. PLAN CHECK: DEPOSIT PAID: BAL: NCE DL7E: _ INSPECTION: ❑EPosrr PAn.)- _ ISSUANCE I'M: BALANCE DUE: TOTAL BALANCE DUE: I SUBMITTALS, FEES, BONDS, INSURANCEAND ISSUANCE (corthnueO d. Provide verification of die contractors coverage for f. Authorized agent must have a notarized statement Workmais Compensation insurance. If the owner is from the owner authorizing die agent to act on behalf doing work and will not employ other workers, the of the owner. owner must sign exemption statement. g. The permitlec and the entity providing the surety e. Owner or authorized agent and/or contractor must must be the same i.e., owner, developer or contractor. sight die permit at die time of issuance. II CLEARANCESREQUIRED NOTE: It is the responsibility of the applicant in follow-up with other individual Divisions/Departments to ensure clearances are provided PDSD - Tract Section (For consistency with any tract improvement plans, drainage across properties and Rood plain encroachments) Initialplan has been routed). Room 210 b. PFRD - County Property Permits Division (Permit or clearances for any encroachment in public right of way). Submit necessary plans and application.for encroachment permit. Station 6, Room 122 U c. PDSD - Building Permits Division/Acoustics Unit (for acoustical review). Plan and study submittal may be renuued. Station 5, Room 122 d. Compliance with Clean Water Act 1) Contact State Permit Assistance Center, 300 North Flower Streel, Santa Ana at (714) 834-2480. NPDES (NOI) Statewide Industrial Stormwater Permit for General Construction Activities. 2) Contact PDSD - WQMP - Room 210, (714) 8,34-3526, for approval of report identifying post construction BMP's to control pollutant runoff. PDSD - Traffic Studies (for sight distance at driveways ll and intersections, haul routes, maximum mid minimum grade on driveway approaches and streets). Initial plan has been routed. Room 210 I. PDSD - Transportation Planning Section (for Transportation Corridor or regional traffic review). Submit one (1) set of plan. Room 321 g. PFRD - Special Districts Section (for special district Fee programs review). Submit one (1) set of plan. Room 731 PDSD - Zoning/Current Planning (for verification of consistency with zoning requirements and conditions of approval tied to grading permit issuance). Provide e (1) set of Dian after Grading Plan Check approval. If significant changes are made after original grading permit application , a revised Site Development Permit may be required. Station 1, Room 122 PDSD - Environmental Planning (for environmental analysis determination and clearance). Initial Plan has been routed. Room 321 j. PDSD - Site Planning & Consistency (for local park code compliance). Submit one (1) set of ulan.l Room 356 k. PFRD/Harbors, Beaches and Parks (for clearance of any grading related to regionalrecreation facilities, regional riding and hiking trails, county bikeways, scenic highway and other open space). Submit one (1) set of Plan. Room 406 1. Later from County certified archaeologist must be submitted acknowledging responsibilities. m. Letter from County certified paleontologist must be submitted acknowledging responsibilities. n. Orange County Vector Control District - (for Vector Control Clcaraiice) 13001 Garden Grove Boulevard. Garden Grove, California. Contact Gary Reynolds at (714) 971-2421 o. Fuel Modification Clearance - Submit Fuel Modification plans to Orange County Fire Authority, at 1101 East Chapman Avenue, Orange, California. !I. CLFr1RANCESREQUL7FD(mnttnueW p. Fire Authority, Orange County - Fire Prevention/Planning and Development (for fire fighting and emergency equipment accessibility clearance). Submit necessary plans to Orange County Fire Authority, 1110 East Chapman Avenue, Orange, California. q. Fire Authority, Orange County - Fire Prevention/Planning and Development (for blasting permit clearance). Submit necessary plans to Orange County Fire Authority a 1110 East Chapman Avenue, Orange, California. (1 r.1 Agricultural Commissioners Cooperative Red 10 Imported Fire Ant Project - (Notification of intent to remove soi0. (714) 708-19I0 or Fax (714) 708-1919. Send CA-1 Form (form enclosed). s. California Department of Fish and Game (for streambed or wetlands alterations permit/clearance)- Submit necessary plans to 2730 Lokcr Avenue West, Carlsbad, California 92008. (619) 467-4201 or 330 Golden Shore, Suite 50, Long Beach, California 90802. (562) 590-5880 t. Prior to the issuance of a Precise Grading Permit, grading inspector's approval of convert to Precise is required. Provide a copy of the approved preliminary grading plan showing related lot number(s). u. Provide a copy of die approved Tmcl Map/Site Plan and conditions. NI construction projects over or near a well which involve placement of fill that may prevent or impede access to the well for the purpose of remedying any hazard, most be reviewed and certified by the Califomia Department of Conservation, Division of Oil, Gas and Geothermal Resources, 5816 Corporate Avenue, Suite 200, Cypress, California, (714) 81& 6847 or Fax (714) 816.6853. w. PDSD - Building Plan Check (for clearance of septic tank/leach line locations and/or seepage pits). Station 5, Room 122 III. GENERAL INSTRUCTIONS a. Show assigned project address on the tidesheet of plan. b. Show site acreage and earthwork quantities on plans: Site Acreage Acres cut yds. overexcavation yards fill yards import yards/export yards c. Each sheet of all plait sets must be stamped and signed by the Civil Engineer or Architect of Record for die project. d. Show location of all existing and proposed structures, buried talks and wells. e.' Submit an itemized summary of the unit and total cost of all drainage devices, grading, paving and erosion control. Show on plans: _ North Arrow _ Scale _ Grading Legend _ Property Lines _ Vicinity Map _ Building Numbers Record Tract or Parcel Map Lot Numbers —_ Tentative Tract or Parcel Map Lot Numbers _ Offsite Grading Limits _ Grading Limits _ Permit Limits Property,Lincs --tract Boundary III. GENERAL INSTRUCTIONS (continued) A notarized letter of permission from adjacent property owners) is required for slope encroachment or other off -site grading or work. Include legal description and Assessor's Parcel Number for area of off -site work. h. Show location of retaining walls on grading plan plus top of wall elevations, adjacent finished surface elevations, top of footing elevations, provide a cross section detail showing sub -drain design, indicate drainage outlet for all retaining walls, and show connection of subdrain to storm drain Retaining walls are not a part of the grading permit You must submit for separate building permit. i. Show all cut/fill transitions and daylight lines. j. Show existing and proposed elevations using contours and/or spot elevations. k. Indicate disposition of excess earth materials. A separate permit may be required. Traffic Studies, Room 210, must approve haul routes over public roadways. 1. Add the following to the plans: 1) Grading mid erosion control notes. See attached sheets. 2) Detail sheets for in. Show street width mid centerline. Include cross- section detail. n. Show all easements (i.e., drainage, utilities, etc.). o. Extend existing contours or spot elevations to reflect off -site areas mid identify drainage patterns. p. Planning Commission/Subdivision Committee review of grading plants) is required prior to issuance of a grading permit Submit 20 sets of pre -folded final plans (suitable for mailing), color coded, showing approved concept vs. proposed deviations mid a letter of explanation and justification. Also submit 20 sets of prrfoldcd tentative tract maps highlighting areas of proposed deviations. Approved erosion control measures and BMPs are to be installed and functional during the rainy season from October 15th to April 15th. Justify design witf, hydrology and hydraulic calculations. Submit three (3) copies of an erosion control plan and a cost summary of erosion control facilities. If proposed grading will take place after April 15th, continue to show erosion control plans. Grading may extend into the next rainy season. r. Show detail on plan how finished grades will meet adjoining property . Call out the overall heights of all adjacent slopes. s. Show on the title sheet of plans name, address and telephone number of: Owner Civil Engineer Soil Engineer Architect Archaeologist Paleontologist Engineering Geologist t Show bench mark and basis of bearing (reference based on Orange County Surveyor vertical datum and recorded map or survey, respectively). u. Show percent grade of all driveways. v. Show location of septic Wks, leach lines and/or seepage pits on the grading plan. A plumbing permit must be obtained from the Building Permit Division. w. Additional comments may be made after field verification that the plans and soils report accurately reflect existing conditions. x. Attach pertaining sheets from the "preliminary' plans to each set of the "precise" plans. y. The grading concept proposed appears to require a separate Site Development Permit Verify with Current Planning Station 1, Room 122. If not required, please provide name of Planner at Station 1,. who made the determination and dale of determination - z. Show location of sump pump on the grading plan. (Provide brochure). Electrical and plumbing permits most be obtained from the Building Permits Division. aa. Show handicapped puking mud access details. IV. DRAINAGE a. Submittal of an agreement for Drainage Encumbrance is required from adjacent property owner(s) for acceptance of unnatural drainage. Include legal description and Assessors Parcel Number. Applicant must have this do rent recorded (form enclosed). b. Submit an hydrology -study and/or hydraulic calculations for c. Show limits of Flood Plain and finish Floor elevations per FP-2 requirements. OCFCD Section will verify required minimum finish floor elevation at (714) 834- 5060. d. Show existing off -site terrace and drainage features that could significantly affect the project. e. Show typical detail for the 12' high by 4' wide berm which is required at the top of the slopes. f. Provide one (I) copy of recorded CC&Rs outlining drainage rights and maintenance responsibilities. g. Show location and provide details for all subdrain systems 1) as recommended in the soil/geology report by dated 2) per approved standard plan h. Maximum gradient for sheet flow is 10% i. Minimum, acceptable gradients 1. Earth 1.00% 2. Asphaltic Concrete 1.00% 3. Concrete in Earth 0.50% C Concrete in A.C. 0.28% 5. Lots Sales & Preliminary Grading 2.0096 6. Terrace Drains 6.00% j. Show plan and section details of typical lot drainage. Minimum 2%, maximum 21% away from building pad to a swale is required. k. Show drainage conducted to a street, natural watercourse or other approved location. 5 I. Drainage over a manufactured slope is not permitted except in approved devices. m. Show limits of roof gutters and location of downspouts (if discharged into A.C. paving or onto a finished grade, a P.C.C. splash block is required). n. Show details for interceptor drains (brow ditches) at top of manufactured slopes to intercept surface drainage. o. Show detail of cut off walls at the inlet of all paved drains. p. Show plan and detail of velocity reducers (i.e., energy dissipaters) where drains discharge onto natural ground. If riprap is to be used, specify class, size and dimensions of cut off wall. q. Show the approved non -erosive device where concentrated drainage exceeds 4% gradient_ Use concrete, gunite or other approved materials. r. Revise plans to show complete details of all drainage structures i.e., s. Show the concrete device in asphalt section to carry concentrated water. t. Show detail and locations of extra depth footings. u. Show a 7' setback from the top of the slope to the building to accommodate graded drainage Swale or 5' setback when an approved drainage device is used: Lots v. Show flow line elevations of all swales and other drainage devices. w. Show retaining walls subdrain details with disposal points, flow line elevations and pipe material. x. Show typical section of driveway and pavement section. Include type of surfacing material. y. Show typical section of hardsape. Include type of surfacing material V. SLOPES a. Provide structure/slope setbacks as outlined in the Grading Manual, and the latest version of the g. Show the proposed location and fully dimensions Uniform Building Code adopted by the County. See cross sectional details of all buttress fill check print for specific non-compliance. recommended by the project soils engineer ml/o engineering geologist. b. Show detail of typical slope benching preparatory to fill placement. h. Show top and We of cut and fill slopes. c. Provide a minimum 6' wide terrace maximum interval of 30 feet measured vertically. Maximum paved width to be 5' and minimum 18" depth (Row line to top of the paved section). d. Provide a minimum 12' wide terrace if slope exceeds 60 feet in height. Lowest terrace should be 12' wide when only two terraces are required. Show section detail. e. For slopes steeper than 2096 (5:1), elimination of terracing will require Building Official approval. Terraces are required in accordance with the Orange County Grading Code for any slope steeper than 10% unless the soils engineer can justify steeper slopes without terracing due to the noncrosive character of the soil. Incorporate the following hillside design criteria o justify in writing why it does not apply to your project. I. Slope rounding 2. Slope contouring at daylight line 3. Undulating slopes with a minimum of long, Rat inclined planes and acute angles. 4. Max slope height: Type B - 35 Feet Type C - 20 Feet 5. 10 foot bench exclusive of drainage facilities. 6. Manufactured (cut and fill) slopes shall have a maximum slope ratio of 2:1. j. Submit report/calculations for the proposed segmental retaining wall(s). See attached for details. /a Obtain approval of sods and geology report by c. Show areas of ovcmxcavation and recompaction as �w County Geotechnical staff. Reports have been recommended by the soils engineer. Detail and show forwarded for their review. volume as a separate item where depth exceeds 12 inches. Soil engineer shall verify recommended b. Show rock disposal areas on the plans and provide compaction in his final report. derails as recommended by the project soils engineer. d. Your soil report recommends two (2) or more options of site development. Show which option will be used on the plan. VIL ADDITONAL a. PLEASE PROVIDE A 24 HOUR NOTICE TO YOUR PLAN CHECKER FOR SCHEDUUNG AN APPOINTMENT 1'O OBTAIN YOUR GRADING PERNET. b. PLEASE SEE CHECK PRINT iI FOR CORRECTIONS. COUNTY OF ORANGE D4FIC lok-2 ENVIRONMENTAL MANAGEMENT AGENCY REGULATION GRADING PRE -INSPECTION REPORT (CHECK APPLICABLE BOXES) I. SITE IDENTIFICATION SITE ADO SS C-a Ll� ^�� _ INC-_ GRADING PLAN CHECK NO.Gr600M3 OWNER�� G�/_kl�`LL y�BUILDING PLAN CHECK NO. LOT �NO. PARCEL MAP �________ ( ) SINGLE FAMILY ( ) TRACT ( ) COMMERCIAL ( ) INDUSTRIAL ( ) STOCKPILE ( ) EXISTING PERMIT: TYPE & NO. II. EXISTING SITE CONDITIONS (INSPECTOR, PLOT MISSING FEATURES ON GRADING PLAN) ( )__STRUCTURES; TYPE (kj VEGETATION; TYPE ( ) DRAINAGE DEVICES; TYPE ( ) EROSION CONTROL DEVICES; TYPE ( ) WATER WELL ( ) IRRIGATION LINE ( ) SEPTIC TANK ( ) OTHER ( ) OFF -SITE FLOW CROSSES SITE: ( ON -SITE DRAINAGE BY: ( ) SHEET ( ) SHEET FLOW ( ) CONCENTRATED (OTHER ( ) PROJECT GRADING WILL DIVERT OR CONCENTRATE FLOW TO ADJACENT PROPERTY ( ) CONVERT CONCENTRATED DRAINAGE TO SHEET FLOW ( ) ALL ROOF DRAINAGE MUST BE TAKEN TO THE STREET VIA ROOF GUTTERS IV. SOIL & GEOLOGY CONDITIONS (� GRADED PREVIOUSLY, DESCRIPTION ( ) HILLSIDE AREA ( ) POSSIBLE LANDSLIDE AREA ( ) POSSIBLE UNCERTIFIED FILL, ESTIMATED DEPTH (OIL EXPANSIVENESS: / (V ( ) UNDETERMINED ) EXPANSIVE ( ) NON -EXPANSIVE V. REPORTS & LETTERS REQUIRED FOR PLAN CHECK ( ) YDROLOGY REPORT (IF SIGNIFICANT OFF -SITE FLOW CROSSES PROPERTY j2{) PRELIMINARY SOIL REPORT (REASON: ( ) CUT OR FILL SLOPES ( ) POSSIBLE LANDSLIDE OR SITE STABILITY HAZARD EXISTS ( ) SUBDIVISION, COMMERCIAL/INDUSTRIAL OR MULTI - RESIDENTIAL PROJECT) ( ) PRELIMINARY GEOLOGY REPORT (REASON: ( ) CUT SLOPES ( ) POSSIBLE LANDSLIDES EXIST ( ) GEOLOGIC CONDITIONS MAY AFFECT SITE STABILITY) ( ) GRADING PLAN REVIEW LETTER FROM SOIL ENGINEER ( ) SITE REVIEW LETTER FROM SOIL ENGINEER (IF SITE CONDITIONS HAVE CHANGED SINCE DATE OF LAST REPORT) (See Other Side) ® F0250-17A (R7/93) VI. SITE REQUIREMENTS FOR PERMIT ISSUANCE ( ) VIOLATION: DOUBLE PERMIT FEE REQUIRED ( ) PRE -INSPECTION FEE REQUIRED; (',,4'NOT REQUIRED ( ) ROUGH GRADE RELEASE WAIVED AFTER PRECISE GRADING PERMIT ISSUED (,, SRADING PERMIT REQUIRED, BECAUSE OF: /� (-.!)YARDAGE (�rIMPROVEMENTS (�} SITE DRAINAGE CONDITIONS ( �) CONVERT TO PRECISE PRELIMINARY PERMIT NO. (y.h-BOND REQUIRED, BECAUSE OF: ( ) COMMERCIAL ( ) TRACT ( ) HILLSIDE AREA ( ) POSSIBLE HAZARD (y� EROSION CONTROL PLANS ( ) HYDROLOGY STUDY 6e'' TEMPORARY (OCT. 15 THRU APR. 15) ( ) PERMANENT ( ) OSHA INDUSTRIAL SAFETY PERMIT (IF TRENCH CONDITION>5 FT. DEEP) ( ) FISH AND GAME AGREEMENT (IF ADJACENT TO CONTROLLED WATERCOURSE) ( ) ENCROACHMENT PERMIT FROM PUBLIC PROPERTY PERMIT SECTION (IF WORE IN PUBLIC R/W) ( ) LETTER OF CONSENT FROM ADJACENT OWNERS ACCEPTING RUNOFF AND/OR OFF -SITE GRADING ( ) BRUSH LAND AREA; REQUIRE FIRE MARSHAL'S APPROVAL (-.4--RETAINING WALL PERMIT REQUIRED CONCURRENTLY [WITH GRADING PERMIT ( ) SILMOD CRITERIA VARIANCE REQUIRED BECAUSE: ( ) GRADED SLOPES > 45% ( ) GRADED SLOPES > 10 FT. VERTICAL HEIGHT ( ) VISIBLE FROM PUBLIC ROAD AND REQUIRES APPROVED LANDSCAPE PLAN ( ) REMOVAL OF TREES > 5 IN. DIA. ( ) COASTAL ZONE AREA ( ) DEMOLITION PERMIT REQUIRED VII. ADD TISEG COMMENTS MAY BE ISSUED YES ( ) NO . SEE COMMENTS ( ) EXISTING EROSION CONTROL PLAN FOR PRELIMINARY PERMIT IS VALID FOR THIS PERMIT ( ) SEE NOTATIONS MADE ON COPY OF PLANS G INSPECTOR �"'� DATE RDMD/Development Processing Center Permit # N S D 6 D Y27 BUILDING PERMIT QUESTIONNAIRE swo6D'33 6 ❑ RESIDENTIAL IRS) ❑ COMMERCIAL (NR) 0 SWIMMING POOL/SPA (SW/SA) - ALSO NEED TO FILL OUT QUESTIONNAIRE ❑ ELECTRICAL ❑ PLUMBING ❑ MECHANICAL O'Non-Structural (EL, PB, ME, Combo) ❑ RETAINING WALL — SEPARATE ATTACHMENT REQUIRED FOR MULTIPLE WALL SUBMITTAL Building Address of Project /° l.i,'L1-y=r±</LJ ✓� Nearest Cross Streets: /-71 "itr /'—'7 7 /XzT Owner Name: /f Ci-`L-n (\G v; I Owner Address Address Owner Phone Number. Current Permits: ld F;` l Contractor: J�-"A /q- C License# A7? Address:_�`r Phone# 71}-Y2-- "!73 Contact Person: l - 'tin. i '� Affiliation: rti" 7t1� Phone# %l ir-`/Z:-Si`73 Fax# ? E-MailI✓��'/���/`�Ge ,nff Job Description: (7"' rz �o c, _ - �r-� L.�.,� ,ro a STRUCTURE SIZE: /- / Total 1'floor 2 tol 3 flo�q: GARAGE SIZE SQUARE FEET SITE ACREAGE ARCHITECT: Name Ui N. Number Street ArealCity Phone Number ENGINEER: / 11 L r i—_(lt-- l 67'�j- b / / 7 1 l ,.77; i /70-4-3o-l�r,,.. Name bi No. Number Street ArealCity Phone Number ZONING: APN#: LEGAL PA: ACCESSORY STRUCTURES STAFF USE SETBACKS ACTUAL REQ'D _ FRONT SIDE REAR LOT COVERAGE DECLARATION: I declare that the foregoing is a true and correct to the best of my knowledge. I understand that an incorrect answer will cause delay to inspection approval and issuance of a stop work order. Prio.LAame ! Signature Date w)A O kwdrn klcmiyl COUNTY OF ORANGEIPLANNING AND DEVELOPMENT SERVICES APPLICANT'S INFORMATION SHEET FOR A BUILDING/GRADING PERMIT Applicant must legibly PRINT in all of the known indicated infbrmation. PERMIT NUMBER: BUILDING ADDRESS OF PROJECT lift4C4sar+ 'twov'� �mrw/$/yy 40,4r-'— Number Street General Area LEGAL DESCRIPTION OF PROJECT SITE: SA l [/Cs4>^/ 15 rff Trail Sldck Lot (r metes a bounds then you must provide a recorded copyol me Grant Deed.) hd ASSESSOR'S PARCEL (AP) NO. ZONE: NEAREST CROSS STREETS: OWNER/BUSINESS NAME: 411,tyb } ftow4ei OWNER'S PRESENT ADDRESS: General Area M CoedylCity SPECIAL PERMIT NUMBER. Use PermiUShe PlaNVammes, PROPOSED USE OF STRUCTURE: This must be clearly spelled out in detail as to exactly what is the intended use. The terms'OFFICE' or °COMMERCIAL BUILDING' are NOT sufficient to determine if the proposed use meets the Zoning District Regulations, Occupancy Group, or if the TYPE.OF CONSTRUCTION will permit the proposed use. BE SPECIFIC: S�a�fdtt� %�1lhlLo/ 75/bICS�/Glrt STRUCTURE SIZE SQUARE FEET: / / / - Total 1st Floor ]nd Floor 3ed Fluxr GARAGE SIZE SQUARE FEET: SIZE SQUARE FEET (Omer) CONTRACTOR: I I Name License Number Ctessifieaian _ Number street AreaICYy ' Phone No. Worker Comp Center Poky Number Daeolemlrebon ARCHITECT: / / / / Name Lk, N. Numberatreet Arearcwy Phone No. ENGINEER: / / Name Lk. N. Number SUea Monarchy Phone No. CONTACT PERSON: flf./#Wb AAVVf - AFFILIATION: FAX N �' 75-2 'LOZZ ONE if 9f,7• ]!'Z. 6,341a�E-MAH.: APPLICABLE TO GRADING ONLY SOILENGR: I l l I Name Lic. No. Number Street Area/City Phone No. ENGR. GEOL: / / / Name Lk. No. NumberShert Aree,cly Phone No. CAVOSHA REQUIREMENTS/CHECK APPLICABLE BOX: O 1 am the owner -builder and exempt from state permit requirements/0 I acknowledge that I must submit proof of issuance of CAUOSHA permit for the project/ ❑ The project does not require a CAUOSHA permit, based upon the criteria on the reverse side of this sheet. I hereby certify that to the best of m r led a the information supplied on this information sheet is true and correct. SIGNATURE ` DATEOZ/YI - Ayatt" Prep Y eraAumonzed Agent OTHER SIDE M o ces& Detr/v4�1 r > County of Orange Resources & Development Management Department Zoning Plan Check List Building Permit Number: GBO40163 Applicant: Scott & Deborah Pievac Applicant Phone: 949-376-6084 Job Address: 1 Pelicans Or, Newport Coast Additional Address: Parcel Number(s): 15346 5 TR Zoning: PA 1C PCISP: NPTGIRVC Description: precise for sfd(RSO42141) and walls (RWO40513) Main office 300 N. Flower Street Santa Ana, CA 92702-4048 Date: Nov 19, 2004 Owner: Scott & Deborah Pievac Owner Phone: 949-376-6084 APN: 473-163-01 CAA: 47 CT: 626.43 Created By, PFRDNET\Swanekj Jim Swanekc rid tl om School Dist 'ct(all Filamentary or Unified Newport -Mesa Unified Comments OK Information 0 J. Swank Zoning Plan Check List J. Swank r 1. OwnerContractor Poor to Issuance of Permit 1.1. Signature of owner or contractor with Worker's Compensation; if contractor intends to file exempt, a - J. Swank valid pocket license must be presented.if an agent represents owner, the agent must have a notarized letter of outhoruatbn and an owner verification form must be on file w0h the County of Orange. 'Ir 2. Irvine Coast AAC J. Swank di. Final plans must have Irvine Company MC approval stamp. J. Swank Doubt CI o Sign Name: Ji Swa k Reason: No' ca on Location: 300 orth Flower, Santa Ana, Ca Page 1 p = Indicates line item not Cleared. Double Click to Sign Reason: Notification Location: 300 North Flower, Santa Ma, Ce County of Orange Resources & Development Management Department Zoning Plan Check List Building Permit Number: GB040163 Applicant: Scott & Deborah Pievac Applicant Phone: 949-376-6084 Job Address: 1 Pelicans Dr, Newport Coast Additional Address: Parcel Number(s): 15346 5 TR Zoning: PA 1C PC/SP: NPTC/IRVC Description: precise for aid (RSO42141) and walls (RWO40513) Main Office 300 N. Flower Street Santa Ana, CA 92702-4048 Date: Nov 19, 2004 Owner: Scott & Deborah Pievac Owner Phone: 949-376-6084 APN: 473-163-01 CAA: 47 CT: 626.43 Created Bv: PFRDNEnSwanekj Jim S anekfraod d ocoov com School D'str'ct(s) rlementaryorUnified Newport -Mesa Unified Comments OK Information Zoning Plan Check List J. Swank rl 1.Ownr-Contactor. Prior to issuance of Permit J. Swank 1.1. signature of owner or contractor with Worker "a Compensation: if contactor intends to file exempt, a - J. Swank valid pocket license must be presentedlf an agent mpresents owner, the agent must have a returned letter of autlwrization and an owner verification form must be on file with tie County of Orange. rs 3. Irvine Coast AAC J. Swanak Y.1. Final Plans must have Irvine Company AAC approval stamp. J. Swank Doubt CI o Sign Name: Ji Sw k Reason: No' o on Loeallon: 30g orth Flowao Santa Ana, Ca Page 1 i• = Indicates line item not Cleared. Double Click to Sign Reason: Notitil'a6on Location: 30e North Flower, Santa Ana, ca Race Yved: 3128105 ll:t1P.M; 949 861 8811 — DIR PDSD; Page 2 FROM :Pride rk Contractors Inc FAX NO. :949 861 8811 Mar. 28 2005 11:08RM P2 10/2255/04 14:47 FAX 714 709 1910_ _ CDFA/AIFA _ _ _ _. 0001/001 —. FR% Ng. :969 051 8611 get. 22 2eB4 e4:59PM I�M ;pl�ridamark Contractors Inc H, Cooperative Red imported Fire Ant Project 1Voti£lratiaa of laden" to Move Solt from of within{Zparantined Are" of Orange, Riverside and Los Angeles CMM es 3 Hmwcompt�a. wg°'ar."t ® m acur/cry Age y i ,,11 NanbsofcompanyBeques*%APPt6�l2R e— "-- - - --- - Tekpbone: (.y:#91 �7�'/-,35i�pax TB*: i /f�C/.a Ata'ce: i cam( (e.g. M Cubic Ysrdele o� 000 t; I &tlnraied QoanR19 AaBeiPaad Dabs of Movemant amle Urtel ^'I"d�'iE1 U1gaa49 Lerel Eoe Iaraadiaa 11i9paetiun and Refea l /IKaoeao:errt of rwA is pen deed. ❑ . M,,"WeW Vdtil Site Checked -WE WILL CALL AS SOON AS POSSIBLE TO gMMUEZ INSMCFION DATE AND TDAR e of"fmps: Tapped DaaTkapped: PDAY: nm racked UP, iGpimlStM: ❑ 9of1 Movement ie Shictly prohibited foc the Folto•Wng Hearaa(s): naP S�—dS Name of J"A Proset Resnlatory Official, amA Forme-1 ae�. a/u/9f SdgnameR: •[B s Thomas Broduas page and grid d®yrram, M 10/25/04 14:47 FAX 714 708 1919 - CD=A/RIFA — _. 0001/001 —. �. —•— — _ — — — — — — Dct. 22 2004 e4:55FM P2 FROM :Piidemark contractors Inc FAX W. :949 961 8911 Cooperative Red imported Fire Ant Project Notification of Intent to Move Soil from or within Quarantined Areas of orange. Riverside and Los Angeles Counties j p Pgrmft# RUA Co [Pbance Agn�eut 7asaing City/County Agency. i Name of Company Requesting Approval: /�Pi/l.0?,y/� Ci- •'-•"� o Telephone: Fax: /9Y2 Aam Coy.VTlil OF ©�s✓4e Estimated Quantity of Soil (e.g. # Cubic /4Yarrds)::41 ,,02, O 00 Anticipated Date of Movement 4-�. 7__Y-� — lhaeacv Level for Immediate Inspection and ReleaCCee.. [code One] _ Medlwn cow 2---Movement of Soil is Permitted ❑ Hold Movement Until Site Checked - WE WILL CALL AS SOON AS POSSIBLE TO SCHEDULE INSPECTION DATE AND TL1fE. Date Trapped: #OfTeaps: Trapped by Aae3: --- Date Picked Up: Com�ts, _ FDR #: ❑ Soil Movement is Strictly Probibited for the Following Rewou(s): Name of FIFA Project Regulatory OffidaL- Da C7�� RdAFarmGA-1 RN. 4/13/99 5ig atum �TB is Tiwuas Brodters page sod grid desig -11S � ` -,)A 0 mmm. kcmlyl COUNTY OF ORANGEIPLANNING AND DEVELOPMENT SERVICES APPLICANT'S INFORMATION SHEET FOR A BUILDINGIGRADING PERMIT Applicant must legibly PRINT in all of the known indicated information. PERMIT NUMBER: BUILDING ADDRESS OF PROJECT JWeAl - � 404!Li" Number street I Area LEGAL DESCRIPTION OF PROJECT SITE:�eZ4 l AMW4,Geneal t-�JL Trad Block Lot (d males S bounds ten four must pros e a recorded copy of to Grant Deed) 9 546 ASSESSOR'S PARCEL (AP) NO. ZONE: NEAREST CROSS STREETS: OWNER/BUSINESS NAME: ` set p6wh2gd±f pyoi~— OWNER'S PRESENT ADDRESS: Number street / r General Area of crane City Tip Phone No. SPECIAL PERMIT NUMBER. _ Ilse PermWsae PUNV.mdKe PROPOSED USE OF STRUCTURE: This must be clearly spelled out in detail as to exactly what is the intended use. The terms °OFFICE' or "COMMERCIAL BUILDING" are NOT sufficient to determine if the proposed use meets the Zoning District Regulations, Occupancy Group, or If the TYPE OF CONSTRUCTION will permit the proposed use. BE SPECIFIC: 5 /,-4AC&V #121l IDCS+J�f� STRUCTURE SIZE SQUARE FEET: / I / TOUI 1d Fbor and! Floor kd Fkwr GARAGE SIZE SQUARE FEET: SIZE SQUARE FEET (ater) CONTRACTOR: Name License Numbm - ClaesSragon, / r Number Street ArealdAy Prone No. Worters Comp Caller Poky Number Date alEgtradan ARCHITECT: I I l I Name lk. No. NumberStreet Ansucky Prone No. ENGINEER: ! / / I Name Lk. No. Number Street ArealCdy Phone No. CONTACTPERSON: P&t#9tA A0IaW'rZ AFFILIATION: A9,L� FAX#"*9 r •(14-7l�PHONE # 9ff• ]SL• &7*ba E-MAEL: APPLICABLE TO GRADING ONLY SOILENGR: 1 I l I Name Lk. No. Number Street Area/city Phone No. ENGR. GEOL: I I I l Name tto Na. Numberstreat Anoucdy Phone No. CAUOSHA REQUIREMENTS/CHECK APPLICABLE BOX: O I am the owner -builder and exempt from state permit requirements/El I acknowledge that I must submit proof of issuance of CAUOSHA permit for the project/ ❑ The project does not require a CAUOSHA permit, based upon the criteria on the reverse side of this sheet. I hereby certify that to the best of nn ledge the information supplied on this information sheet is true and correct. SIGNATURE' �r%/Y(�Y• ` DATE�0� Pmpe y er or Autorized Agent OTHER SIDE - 7yQ M Bryan 0 N. nq D Sum 300 N. I7owec Street $'SY = Op Santa A., CA (� COUNTY OF ORANGE o O P.O. &,x 4048 U - Santa'a, CA 927024048 IZFSOURCFS & DEVELOPMEeYTMANAGEMEA'TDEPARTMFNT Oq<IFO4T3�� Telephone: (714) 8342300 Fax: (714) 834 5188 2004 DATE: December 13, 2004 TO: Subdivision & Grading Services FROM: PDSD/Environmental Planning Division, Atm Chris Uzo-Diribe SUBJECT: Environmental Documentation For GBO40163 LOCATION: 1 Pelican Hill Villa - Del largo, Newport Coast area of the unincorporated Orange County. Grading Plans for the above referenced project have been reviewed per CEQA by this Division with the following result (refer to checked item): 1. The project is Categorically Exempt, Class _. Therefore, it is exempt from the provisions of CEQA. (CEQA Guidelines Section .) 2. The proposed project is ministerial and does not require further analysis. 3. The proposed activity is exempt form CEQA by virtue of the general rate that CEQA applies only to projects which have the potential for causing a significant effect on the environment.[CEQA Guidelines Sec. 15061 (B) (3)]. 1:14. Negative Declaration No. —has been prepared and finalized per CEQA for the larger project of which this is one phase. The Negative Declaration is attached and must be found adequate to satisfy the requirements of CEQA by the decision -maker. A recommended finding is attached. 5. Final FIR No. _, previously certified on _satisfies the requirements of CEQA for this project. ® 6. Final EIR No. 528 previously certified on 03/11/92 and Addendum PA 040102 satisfy the requirements of CEQA for this project. 7. Although statement #5 is checked, the attached additional information and/or mitigation measures(s) are hereby incorporated into the Final FIR for the proposed project as Addendum to FIR per CEQA. 8. Although statements nos. 1, 2 or 3 are checked, the environmental documentation for the original project, Final EIR/ND, is still in full and effect. The statement checked above applies to the amendment itself only. This environmental clearance is valid for one year, after which is should be referred back to the lead division for updating/revision before the decision -maker approves the project. Attachments: .� `°- County of Orange ` S ., Planning and Development services Department U, GradugSection Grading Plafzs for Zollilrg Clearance Trees n Lot, Bldg. 4 , y �rh(o) (03 Plan cheex ,. 0 Ql�l Qil t(� Phonc n APPhc_nt's ?.zmc:� Grading Plan Cbeckcr's Si='antrc l \(l Gl kk� ' Phone n' Xn Zoaiag Plza Checker's Simaturc _ Phonc i' �) if:hi ' .. ;, t3.',."k z :<_ z rcvs:n•_ 7 •, cn :h: cm-' - s. ..:risiens ^vnn be cicz:.p a:gnr:::-c = -- = 7 TOAL ENGINEERING, INC. CIVIL ENGINEERS, LANDPLANNERS, AND LAND SURVEYORS 139 Avenida Navarro, San Clemente, CA 92672 Tel: (949) 492-8586 • Fax: (949) 498-8625 mviioHD 0. MAL, RCE 16889 OLAV S. MEAN, L.S. 4384 MICHAEL A. ROTH, L.s. 6211 CALM O. RIOS, RCE 57587 ADM L MAL, RCE 59275 July 31, 2007 County of Orange Resources & Development Management Department Planning & Development Services Department South County Regional Branch 22921 Triton Way, Suite 133 Laguna Hills, CA 92653 Attention: Tim Hertel, District Grading Inspector Subject: Final Grade Certification Address: #1 Pelicans Drive Tract No. 15346, Lot 5 Grading Pemtit No. GBO40163 JN 11541 Gentlemen: I hereby approve the final grading for the referenced project in accordance with my responsibilities under the Orange County Grading and Excavation Code. Final grading has been completed substantially in conformance with the approved grading plan which includes: Completion of all engineered drainage devices and retaining walls, setting of all monuments in accordance with the recorded map, location and inclination of all manufactured slopes, and construction of earthen berms and positive building pad drainage. During the construction phase of the project the contractor made changes to the hardscape. These changes are acceptable to this office and are shown on the attached revised grading plans as revision #2. The plans are submitted herewith for plan check. All structures constructed on property comers or property lines, and where monumentation is not required, have been located in compliance with the approved plan. V truly yours, Qro-ak aymond R. Toal RRTIch FGC11541 TOAL ENGINEERING, INC. CIVIL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 AvENNA NAVxno • SAN C.EME, CA 92672 (949) 492-8586 • FAx (949) 498-8625 RAYMIN4D R. ToA , RCE 16889 OLAV S. MEm L.S 4384 bLC LA. Role L.s. 6211 CALER RIDE, RCE 57587 May 23, 2006 ADAM L. TOAL, RCE 59275 County of Orange Resources & Development Management Services Planning & Development Services South County Regional Office 22921 Triton Way, Suite 133 Laguna Hills, CA 92653 Attention: Tim Hertel,District Grading Inspector Subject: Rough Grade Certification Scott &Deborah �GB37040163 Grading Permit N Address: #1 Pelicnve Lot 5, Tract 15346 Pelican Crest, Newport Coast JN 11541 Dear Mr. Hertel: . Please be advised that his office has checked the line and grade for the excavations for the footings for the site walls at entry and driveway area of the residence on subject lot and we found them to be in substantial conformance with that shown on the approved grading plan. If you have any questions concerning the foregoing, call us at your convenience. OSWll h 1AGDnveway11541 RA o. R. THAL, Rlx 16889 OLAV S. MEum Ls. 43M MICHAEL A. ROTH L.S. 6211 CALEB Rim, RcE 57587 AD" L. THAL, EcE 59275 TOAL ENGINEERING, INC. CWTL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 AV.. NAVAERO • SAN CLEMENTE, CA 92672 (949) 492-8596 • FAR (949) 498-8625 March 13, 2006 County of Orange EMA Planning & Development Services South County Regional Services 22921 Triton Way Laguna Hills, CA 92653 Attn: Tim Hertel Subject: Line & Grade Certification Scott & Deborah Pievac Grading Permit No. GB040163 Address: #1 Pelicans Drive Lot 5, Tract 15346 Pelican Crest, Newport Coast JN 11541 Dear Mr. Hertel: Please be advised that his office has checked the line and grade for the excavations for the footings for the balance of front yard retaining walls and for the South property line wall on subject lot and we found them to be in substantial conformance with that shown on the approved grading plan. If you have any questions concerning the foregoing, call us at your convenience. OSM/vm 1AGSouthPLWa1111.541(2) TOAL ENGINEERING, INC. CIVIL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 Avw A NAv, o • SA CLFM , CA 92672 (949) 492-086 • FAx (949) 498-8625 RAmoeo R. ToAL, R[E 16889 DLAV S. MEUM L.s. 4384 MICHAEL A. Roln L.s. 6211 CALEE Rios, RcR 57587 January 30, 2006 AoA L. ToAL, RCE 59275 County of Orange EMA Planning & Development Services South County Regional Services 22921 Triton Way Laguna Hills, CA 92653 Attn: Tim Hertel Subject: Line and Grade Certificati p Scott & Deborah Pjevai Grading Permit No GB04016 Address: #1 Pelica rl Lot 5, Tract 15346 Pelican Crest, Newport Coast JN 11541 Dear Mr. Hertel: Please be advised that his office has checked the line and grade for excavation of wall on the South side of the driveway of the residence on subject lot and we found it to be in substantial conformance w.th that shown on the approved grading plan. If you have any questions concerning the foregoing, call us at your convenience. iy? ePQFESNo 1 8g nd R. Toal � Ex9� E-3a07 � 'PlgT CIVIL FOF CALIFOP OSiM eh I &LjSoathSidenrccaay 11541 RAwo. R. TOAL R616989 OLAV S. 1vi L.5. 4364 h11CRAEL A. Rare L.s. 6211 TOAL ENGINEERING, INC. CIVIL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 Av MA NAVA.• S. CLEAN CA MM (949) 492-8586 • FAx (949) 498-8625 July 28, 2005 County of Orange Planning & Development Services 22921 Triton Way 4133 Laguna Hills, CA 92653 Attention: Tim Hertel, District Grading inspector Subject: Line and Grade for Foundation Forms Scott & Deborah Pievac Lot 5, Tract 15346 Pelican Crest 2 Newport Coast �pi103 Ge eme � Please be advised that this office has field checked the line and grade for elevation and location for the forms for the lower level sport court area and the lower level foundation of the subject residence and found them to be in substantial conformance with those shown on the approved grading plan. MF:mct He11541 sportQ urt&lowulevel cry tr111y yours, ��t��nn�� OQPOFE55/D,ygl K,qA rI D R' TQFyc �./ R ymond R Toal No. 889 9 � Exp. 830A7 �y 'Tl Civil ArFOF CAUFpQ RA 0. R. TOAL, xce 16889 OLAv S. MELM La 4384 Nftm . A. R. L.s. 6211 TOAL ENGINEERING, INC. CIVIL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 Av A NAvA • SA O.e'.> n, CA 92672 (949) 492-8586 • FAx (949) 498-8625 r "t' (63 July 13, 2005 County of Orange Planning and Development Services 22921 Triton Way, Room 133 Laguna Hills, Ca 92653 Attention: Tim Hertel, District Grading Inspector Subject: Line and Grade Drain Line Scott & Deborah Pievac Lot 5, Tr. 15346 Pelican Crest 2 Newport Coast, CA JN 11541 Gentlemen: Please be advised that this office has field checked the line and grade for the location and elevation of the rear drain line for the subject project and found them to be in substantial conformance with that shown on the approved grading plan. Very truly yours, rEXPIRES 4av S. e OSWch L&Gdrainlinel l541 TOAL ENGINEERING, INC. CIVIL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 AvwmA NAvuno • S.w CLstimrvrs, CA 92672 (949) 492-8586 • FAx (949) 498-8625 RA.o. R. ToAL, R� 16889 OLAV S. MLvm Ls. 4384 IVhQ L A. Rom L.s. 6211 July 13, 2005 County of Orange EMA Planning & Development Services South County Regional Services 22921 Triton Way Laguna Hills, CA 92653 Attn: Tim Hertel Subject: Retaining Wall Certification Scott & Deborah Pievac Lot 5, Tr. 15346 Pelican Crest 2 Newport Coast, CA IN 11541 Dear Mr. Hertel: Please be advised that his office has checked the line and grade for the excavations for the footings for the portion of front yard retaining wall of the residence on subject lot and we found them to be in substantial conformance with that shown on the approved grading plan. If you have any questions concerning the foregoing, call us at your convenience. Lffy uYOuj�» /� QRpFESS/OpA h eq F Toal No. 6R89 � ¢A` Exp. fi-30-tl? Ly OSMch L&GFroat)wdRW 11541 RAY MD R. TOAL, ¢ 16889 OLAV S. M L.6. 4384 M[W LA. Rora Ls. 6211 TOAL ENGINEERING, INC. CIVIL ENGINEERS, LAND PLANNERS AND LAND SURVEYORS 139 Av mA NAvn • Sm C� CA 92692 0 49) 492-8586 • Fax (949) 498-8625 July 5, 2005 County of Orange Resources & Development Management Services Planning & Development Services South County Regional Office 22921 Triton Way, Suite 133 Laguna Hills, CA 92653 Attention: Tim Hertel,District Grading Inspector Subject: Rough Grade Certification Scott & Deborah Pievac Grading Permit No. GB040163 Address: #1 Pelicans Drive Lot 5, Tract 15346 Pelican Crest, Newport Coast JN 11541 Gentlemen: I hereby approve the rough grading for the referenced project in accordance with illy responsibilities under the Orange County Grading and Excavation Code. Rough grading has been completed substantially in conformance with the approved grading plan which includes:staking of property comers for proper building location, positive building pad drainage. The volume of earth materials moved by cut and/or fill grading agrees with the permitted vardage stated on the approved grading plan. The revised volumes of material moved are: Cut 2500 cy natural fill 2500 cy. RRT:Ime RGC11541 ery trul yo QQOFESSIpryg1E 16889 s ExC630-D6 # Raymond R. Toa] r �r'1Tg OF C641��Q� cs & Dcro� '.o County Of Orange Development Processing Center 300 N. Flower Street c Resources & Development Management Department P.O. Box 4048 ,„, • Santa Ana, CA 92702-4048 Receipt#: R0616182 Posted: 10/6/2006 10:45 AM Operator: Cookie Earl aKement V) Payer Payer: James M O'Donnell Address: 824 E. Ironwood Orange, CA 92869 Phone #: 714-420-5473 Notation: Permit Summary Permit Number: SW060336 Job Address: 10 WHALERS BLUFF NEWPORT COAST Legal: 16422 5 TR Applicant: James M. O'Donnell Address: 824 E. Ironwood Orange, CA 92869 Phone #: 714-420-5473 Accumulative Permit Charges Fee Item Description Charges Payment Balance Coding 4516 Swimming Pool Permit Deposit $1,200.00 $1,200.00 $0.00 113113 91200 016 Charges $1,200.00 Payment $1,200.00 Balance Due $0.00 Current Permit Charges Fee Item Description Charges Coding 4516 Swimming Pool Permit Deposit $1,200.00 11311391200016 Total Permit Charges Type Amount Account Cash $700.00 ------ Credit $500.00 ------ Cardholder: Acct#: XXXXXXXXXXXX3146 Exp Date: 06110 Auth#: 237194 $1,200.00 Payment Total Paid $1,200.00 Printed: 10/6/2006 10:45 AM The fees, deposits, dedications, reservations or other exactions imposed by this development approval must be protested, if at all, within the 90 day -approval period imposed by Government Code section 66020. `c'g $ DeyMo 0 County Of Orange Development Processing Center 5 m 300 N. Flower Street Resources & Development Management Department P.O. Box 4048 Santa Ana, CA 927024048 Receipt R0618316 °p r6 Posted: 11/14/2006 8:52 AM Operator: Cookie Earl e "to _ Payer Payer: Pridemark Contractors, Inc. Address: 54 Tests Irvine, CA 92618 Phone #: 949-951-3434 Notation: Permit Summary Permit Number: GB040163 Job Address: 1 PELICANS DR NEWPORT COAST Legal: 15346 5 TR Applicant: Scott & Deborah Pievac Address: 6 Pinnacle Pt Newport Beach, CA 92657 Phone #: 949-376-60a4 Accumulative Permit Charges Fee hem Description Charges Payment Balance Coding 4518 Grading Precise Permit Deposit $10,755.00 $10,755.00 $0.00 11311391200018 Charges $10,755.00 Payment $10,755.00 Balance Due $0.00 _.._.. Current Permit Charges Fee Item Description Charges Coding 4518 Grading Precise Permit Deposit $250.0011311391200018 Total Permit Charges $250.00 Payment Type Amount Account Check $250.00 ------ No.022916 Total Paid $250.00 Notation "' Please note: This receipt is for a deposit, not a fee. The County will charge the actual cost of staff work on the application per Ordinance 05-015, The costs of processing the application will be deducted from the deposit. If the deposit is reduced to a point that is insufficient to complete the future work, you will be notified to deposit additional amounts. If the deposit is reduced below the cost required to complete the next review or inspection, work will be stopped until the deposit is increased. After final inspection, any remaining amount will be refunded to the applicant or the designated financially respsonsible party. Printed: 11/14/2006 8:52 AM The fees, deposits, dedications, reservations or other exactions imposed by this development approval must be pretested, if at all, within the 90 day -approval period imposed by Government Code section 66020. `cs & De, County Of Orange Development Processing Center M 300 N. Flower Street Resources & Development Management Department P.O. Box 4048 Santa Ana, CA 9270&4048 Receipt R0422923 Posted: 11/19/200412:01 PM Operator: Cookie Earl Kemept Oc�a ....... Payer Payer: Scott & Deborah Pievac Address: 6 Pinnacle Pt Newport Beach, CA 92657 Phone #: 949-376-6084 Notation: Permit Summary Permit Number: GB040163 Job Address: 1 PELICANS DR NEWPORT COAST Legal: 15346 5 TR Applicant: Scott & Deborah Pievac Address: 6 Pinnacle Pt Newport Beach, CA 92657 Phone #: 949-376-6084 Accumulative Permit Charges Fee Item Description Chartres Payment Balance Coding 4518 Grading Precise Permit Deposit $4,400.00 $4,400.00 $0.00 11311391200018 Charges $4,400.00 Payment $4,400.00 Balance Due $0.00 -- Current Permit Charges Fee Item Description Charges Coding 4518 Grading Precise Permit Deposit $4,400.00 11311391200018 Total Permit Charges $4,400.00 Payment Type Amount Account Notation Check $4,400.00 ------ No.161 Total Paid $4,400.00 Notation — Please note: This receipt is for a deposit, not a fee. The County will charge the actual cost of staff work on the application per Ordinance 04-007. The costs of processing the application will be deducted from the deposit. If the deposit is reduced to a point that is insufficient to complete the future work, you will be notified to deposit additional amounts. If the deposit is reduced below the cost required to complete the next review or inspection, work will be stopped until the deposit is increased. After final inspection, any remaining amount will be refunded to the applicant. Printed: 11/191200412:01 PM The fees, deposits, dedications, reservations or other exactions imposed by this development approval must be protested, if at all, within the 90 day -approval period imposed by Government Code section 66020. tics & Devo7o o`' 'off County Of Orange Development Processing Center .4 c. 300 N. Flower Street Resources & Development Management Department P.O. Box 4048 Santa Ana, CA 927024048 " Receipt #: R0422923 '7a r • �.�� Posted: 11/19/2004 12:01 PM Operator: Cookie Earl 'flement Oc�a .... Payer Payer: Scott & Deborah Pievac Address: 6 Pinnacle Pt Newport Beach, CA 92657 Phone #: 949-376-6084 Notation: Permit Summary Permit Number: GB040163 Job Address: 1 PELICANS DR NEWPORT COAST Legal: 15346 5 TR Applicant: Scott & Deborah Pievac Address: 6 Pinnacle Pt Newport Beach, CA 92657 Phone #: 949-376-6084 Accumulative Permit Charges Fee Item Description Charges Payment Balance Coding 4518 Grading Precise Permit Deposit $4,400.00 $4,400.00 $0.00 113 113 912 00018 Charges $4,400.00 Payment $4,400.00 Balance Due $0.00 Current Permit Charges Fee Item Description Charges Codinq 4518 Grading Precise Permit Deposit $4,400.00 11311391200018 Total Permit Charges $4,400.00 Payment Type Amount Account Notation Check $4,400.00 ------ No.161 Total Paid $4,400.00 Notation Please note: This receipt is for a deposit, not a fee. The County will charge the actual cost of staff work on the application per Ordinance 04-007. The costs of processing the application will be deducted from the deposit. If the deposit is reduced to a point that is insufficient to complete the future work, you will be notified to deposit additional amounts. If the deposit is reduced below the cost required to complete the next review or inspection, work will be stopped until the deposit is increased. After final inspection, any remaining amount will be refunded to the applicant. Printed: 11119/20G4 12:01 PM The fees, deposits, dedications, reservations or other exactions imposed by this development approval must be protested, if at all, within the 90 day -approval period imposed by Government Code section 66020. < es & Depe75,e 3 County Of Orange Development Processing Center nR 300 N. Flower Street Resources & Development Management Department P.O. Box 4048 • Santa Ana, CA 92702-4048 �t Receipt#:R0508886 oPosted: 5/17/2005 10:39 AM Operator: Pedro Castillo vr''oent ll e4s Payer Payer: Scott & Deborah Pievac Address: 6 Pinnacle Pt Newport Beach, CA 92657 Phone #: 949-376-6084 Notation: Permit Summary Permit Number: GB040163 Job Address: 1 PELICANS DR NEWPORT COAST Legal: 15346 5 TR Applicant: Scott & Deborah Pievac Address: 6 Pinnacle Pt Newport Beach, CA 92657 Phone #: 949-376-6084 Accumulative Permit Charges Fee Item Description Charges Payment Balance Coding 4518 Grading Precise Permit Deposit $10,505.00 $10,505.00 $0.00 11311391200018 Charges $10,505.00 Payment $10,505.00 Balance Due $0.00 Current Permit Charges Fee Item Description Charges Coding 4518 Grading Precise Permit Deposit S6,105.0011311391200018 Total Permit Charges S6,105.00 Payment Type Amount Account Check $6,105.00 ------ No. 192 Total Paid $6,105.00 Notation "' Please note: This receipt is for a deposit, not a fee. The County will charge the actual cost of staff work on the application per Ordinance 04-007. The costs of processing the application will be deducted from the deposit. If the deposit is reduced to a point that is insufficient to complete the future work, you will be notified to deposit additional amounts. If the deposit is reduced below the cost required to complete the next review or inspection, work will be stopped until the deposit is increased. After final inspection, any remaining amount will be refunded to the applicant. Printed: 5/17/2005 10:39 AM The fees, deposits, dedications, reservations or other exactions imposed by this development approval must be protested, if at all, within the 90 day -approval period imposed by Government Code section 66020. rPETRA FIELD MEMO JOB�JO,. �/ CLIENT/PROJECT' TECHNICIAN PAGE_ OF DATER DAY ' LOCATION / r ;�.r f,J, �':, PROJECT ENGINEER / GEOLOGIST CONTRACTOR FOREMAN OWNERS REPRESENTATIVE! OBSERVATIONS i A RECOMMENDATIONS ACTIVITY CODE HOURS (Portal to Porlal) TECHNICIAN (signature) REVIEWED BY (signature) DATE RECEIVED BY (print) (signature) TOTAL OFFICE: Orange Ca Los Angeles Co. San Bernardino Co. Riverside Co. ❑a San Diego Co.0 DIVISION: Geotechnical ❑ Environmental Materials Testing WHITE-0FFICE YELLOWHELDPINKCLIENT 1 PETRA PAGE_ OF DAILY REPORT OF GRADING JOB NO. CLIENT / PROJECT OBSERVATION TECHNCIAN Dy�AT�jE & DAV J LOCATION P ECT ENGINEER/GEOLOGIS GR DING CONTRACTOR FOREMAN APPROXIMATE YARDAGE EQUIPMENT WORK PERFORMED COMMENTS J / (/ AREAS OF CONCERN ACTIVITY CODE HOURS (PorletwPortal) ADDITIONAL TESTS REQUIRED? NO YES WHERE: TECHNICIAN (signaWre)_ AE-VIEWE6BV(signature) DATE RECEIVEDBV (print) (signature) TOTAL rrvx'MnnlPervalFamvbl8-03 OFFICE: Orange Co. DIVISION: Geotechnioal ❑ Los Angeles Co. San Bemarlino Co. Riverside Co. San Diego Co. ❑ Environmental Materials Testing WHNE OFFICE YELLOW-FIRLD PINK-GUENT 0 PETRA JOB NO. CLIENT/PROJECT S D-O v PAGE _OF_ FIELD MEMO TECHICIAN DATE8, DAY L e� LOCATION _ ECT ENGINEER/GEOLOGIST CONTRACTOR FOREMAN OWNERS REPRESENTATIVE OBSERVATIONS T RECOMMENDATIONS ACTIVITY HOURS CODE (Portal to Ponain TECH 1 ignature) REV,(E�yFD.BY..{sigpgture) DATE RECEIVED BY (Pont(signature) TOTAL OFFICE ❑ Orange Co. ❑ Los Angeles Co. DIVISION: ❑ Geotechnical Environmental San Bernardino Co. Riverside Co. San Diego Co. Materials Testing WHITEOFFICEYELLOWFIELDPINK-CLIENT tPETRA JOB NO. CLIENT/ FIELD MEMO OJECT / eA-'j;-_Z. PAGE _OF_ TE. CIAN DATE & DAY / 2 *Y J D LOCATION] PROJE TE GINEER/GEOLOGIST 2 � f / CONTRACTOR FOREMAN OWN REPRESENTATIVE OBSERVATIONS Z ' " a'�-/ZFi //2 n>� �/< i.� fit✓=✓- RECOMMENDATIONS ACTIVITY CODE HOLIES (Portal to Portal) TECHNICIAN (signature) RE ED BV (signature) DATE RECEIVED BY (print) (signature) TOTAL C.WM F.F.—rs I009 OFFICE: 1:1Oran Co. El Angeles Co. San Bernardino Co. Riverside Co. El San Diego Co. DIVISION: F Geotect ftaY _ Environmental Materials Testing WHITE OFFICE YELLOWFIELDPINK-CLIENT IF PETRA JOB NO. CLIE FIELD ROJECT CAS — MEMO ICIAN PAGE OF DATE DAY LOCATION P ,I -.� PROJECT ENGINEER / GEOLOGIST, % /r "I I /�, —G "—C L/ CONTRACTOR FOREMAN OWNERS REPRESENTATIVE OBSERVATIONS Z-, RECOMMENDATIONS AC11VITV HOURS CODE (POMal to Porter) TECHNICIAN (signature) ED BY (signature) DATE RECEIVED BY (print) (signature) TOTAL 1.11 OFFICE: Ora Co. """,0 Los Angeles Co. DIVISION: Gectechoical Environmental San Bernardino Co. Riverside Co. San Diego Co. Materials Testing WHI OFFICE YELLOW -FIELD PINKCLIENT IF PETRA FIELD JOB NO. CLIENT OJECT �Gy/ L PAGE_ OF MEMO CIjN, N DATE & DAV - T S LOCATIONJ' PROJ CT ENGINEER GEOLOGIST CONTRACTOR FOREMAN OWNERS REPRESENTATIVE OBSERVATIONS I p RECOMMENDATIONS ACTIVITY CODE HOURS (Portal to Portal) TEC CIAN (sgnature) EWEO BV (signature) DATE RECEIVED BY (print) (signature) TOTAL OFFICE ❑ Orange Co.. Los Angeles Co. San Bernardino Co. Riverside Co. San Diego Co. DIVISION. ❑ Geotechned Environmental Matenals Testing WHITE -OFFICE YELLOW FIELD PINKCLIENT Wlp'1 :1h-ide.m.rl :rm}n�rtnr^ Inc rn:: mi. :nr� c+a .ortl ia,�. ,>i a.h n+:iw+•i N? M.+ 98, 9005 County of Ofurge Plerudrg & Development Services Dept. WO N. FlrnerStreet Third Flow Santa Ana, CA 94102-4048 Subpar Lever of Authnna m — Soon & Del uroh Rg-Oa w Site: 1 Pelicans Drive, Newpwt Gast 99.657 Dear Sirs: VWe, Scutt Pievu & Deiw-ah_Pivvuc, usaers o1 the Property located at 1 Peficorm. Drive, NewxA CoN d Pridemuknh¢rce Codmaws, Inc., to as as our mica tegardmg A pr - ing with the Cc.mly of Orange inducing obWirling any and all hushing permits w.q.ked datng the cause of wmtructism. Please feel free to eantuc.t us at 949.376.6034 R you shatld have any yuesti«is. Simrr. , jCOtt iNM Date — RWw f9:.enCowa.,4urdenraet. /NF.J.. nntt 29, lUO.1 II - II i Deborah Pievac Date Sac 861 uelr Pogo 2 a z 06vd H!)BLCM zp:11 gon'6Z UH CONSTRUCTION SITE INVENTORY PERMIT NO.: SITE ADDRESS INCLUDING ZIP: PROJECT SIZE -ACRES: STATE WDID NO.; DEVELOPER CONTACT NAME: DEVELOPER MAILING ADDRESS INCLUDING ZIP CODE; DEVELOPER PHONE NUMBER: R1C�lG }}F �l�.C✓✓So.J :S"N TfGSf Se✓nJE �A �?6/8 DEVELOPER ON -SITE CONTACT NAME: DEVELOPER ON -SITE PHONE NUMBER:j— 24 HR EMERGENCY CONTACT NAME: Ri r.�,aJo.C/c Cse.c1 3 24 FIR EMERGENCY PHONE NUMBER: INS(P cP"/ �Mv 4a� COUNTY OF ORANGE 0 RESOURCES & DEVELOPMENT MANAGEMENT DEPARTMENT �rroR'P GRADING SECTION PRECISE GRADING PERMIT PREGRADING MEETING Data-S by�a� n.c� /{ mapeatar: 7111 We R1�L TN: 1�7 sapervisar: �' .IE�. ,TSN:ykJ St SO U Of ue Hra, M-Fri: —7` Public Works: GRADING INSPECTION SOUTH COUNTY REGIONAL BRANCH 22931 Tr om Way, Suite 133 Laguna Hills, CA 92653 T.I. (949) 472-7999 Fax: (949) 581-5870 GRADINGPERMITNO: GB OVia (b1 TRACT#C.P 1(._ LOT N'S J JOB ADDRESS: AREA: 2L. GRCTT OWNER: yTv(p ego-kcIA14 PIEVY}C_.,a� PERMIT EXPIRATION DATE: ��° CIVR./ARCH. OF RECORD L �P L•H )_SOD. ENGINEER OF RECORD_X 4_t)__ 1. Geomal Regnlressi A. An original approved set of gading plans*, preliminary soil report, and a copy of the grading permit shall be on thejub at all lines; working hours an, Monday thre Saturday, 7 a.m. to 8 p.m. Work other than this time requires prior authorization and may involve approval by Board of Supervisors. • An approved gradingplan iv defined ar the set ofplans rontafninga Grading Section depwtmental ramp andrignature. B. CALLING FOR INSPECTION: • Inspection requests must be made the day PRIOR to the requested day of inspection. • To request inspection, use the automated inspection line by calling (7141796-0407, or by going to the County of Orange's such site at hrm4/odsd ac.ca.gov/. Requests can be made up to I1:011 PM for the next business day's inspection. Future inspection requests can also he made. • Use the Inspection Item Numbers identified during the pregame meeting to set up the required inspections. • If a specific time is needed to set up the inspection, contact the inspector on the morning of the inspection during the office hours noted above. Inspections will be provided on that day if workload and logistics allow. • You most recall your inspection if an inspection you called for was not made. • If you must cancel an inspection, please do so before the inspector leaves for the field by contacting him during the above noted office hours to avoid show -up charges to the permit. C. State Water Resources Control Board requirerrwatts: This project must comply with State of California water quality standards. Ifthis project is North of El Toro Road, refer to htto'// b / b8/ (Santa Ana Regional Water Quality Control Board); if South of El Tara Road, refs to hlm'//www swrcb ca ¢ov/rwacb9/ (San Diego Regional Water Quality Control Board). Study the respective laws for their applications to this site. Inspectors from both the State and the County specializing in these water quality standards will routinely visit the site to verify compliance. D. CHANGES TO APPROVED GRADING PLAN AND SITE CONDITIONS: • Work covered by this parrots must conform to the approved grading plans and sail reports. Changes found during an inspection may result in a STOP WORK NOTICE.. Clearing of brash and/or grading activities that encroach beyond the approved grading and permit limits shown on the plan is strictly prohibited. • AS -BUILT PLANS ARE NOT ALLOWED. Talk to your grading inspector and engineer before making any changes. • Revisions to the plans must be submitted, reviewed, and approved PRIOR to starting the revised work. • Submit 5 sets of revised plans, 2 copies of a geotechnical review ofthe revised plans, and the last approved set of goading plans (all as a package) to the South County Regional Office, to the attention of your inspector noted above. Plan check review will be required ofall revisions. INSPECTION IL REQUIRED GRADING INSPECTION: CODE NO.. The circled inspection codes noted below are required grading inspections, specific to this project. If any work requiring inspection is covered or concealed by additional work without inspection, the grading inspector may require that the covered work be exposed for inspection. 801 A. START OF WORK: At time of brushing, clearing, demolition, and actual grading work. • Limits of grading must be staked; • Adequate water, erosion contrel, and toilet facilities must be on site; • Erosion control devices (i.e., sandbags, siltfences, etc.) must be onsite. • Sanitation facilities must be in place • Working hours are Monday -Saturday, lam to 8pm; NO work allowed on Sunday and Federal Holidays B. EXCAVATION AND FILL INSPECTION 802 1. CANYON CLEANOUT: After all brush and unsuitable material has been removed and an acceptable base has been exposed, and prior to till placement. • Required paperwork - memo from soil engineer/geologist approving area for fill. 8031 2. FILL OR BUTTRESS KEYWAY: After suitable natural ground or bedrock is exposed; the bench or key must be excavated to design specifications; survey stakes are required to locate the toe of slope. • Required Paperwork - memo from soil engineer/geologist approving buttress key. • Required Paperwork - memo from soils technician approving fill slope bench. 804 3. OVER -EXCAVATION: After an area has been excavated to remove unsuitable material, and prior to any fill placement; any planned structures requiring over -excavation most be staked far location.. • Required Paperwork -memo from soil engineer/geologist approving area for fill. 805 4. ROUTINE CUT & FILL: Each working day of routine cut and/or fill; field memos for cut slopes and fill placement most be made available by the geotechnical firm, along with adequate engineered staking for limits of grading. Note: Importing/exporting of soil may require traffic controls, Bagman, and a haul route clearance. Clearance from Traffic Operations, or a Public Property Permit may be required. All exported soil must be taken to another site having a current grading permit, or a County dump/land-fib. 806 4. CANYON/BUTTRESS SUBDRAIN: After filter fabric, gravel bedding, and pipe placement, but prior to covering pipe with gravel. . • Required Paperwork: Memo from soils technician approving specifications and placement of filter fabric, subdrain pipe, and gravel. C. SEGMENTAL RETAINING WALLS - SWR (i.e., Keystone, Loffel, crib, etc.): 820 1. WALL SUBGRADE: Prior to placing any wall material, the bench or subgrade to the area receiving the wall members must be inspected. Wall materials (concrete members, fabric, gravel, geogrid) shall be on site for inspection. Requirements for inspection must be on job site: • Engineered stakes must be set for wall location (s) • Line and Grade Certification letter/memo from civil engineer* • Memo from geotechnical engineer approving excavation and all materials on site* * signatures must be wet signed by registered engineer - 2. 8211 2. SUBDRAIN: Prior to covering with rock and fabric. Required Paperwork -- Memo from geotechnical engineer. 8221 3. GEOGRID: At initial placement, and thereafter during placement. 823 I 4. FILL AND WALL MEMBER PLACEMENT: Daily inspection calls must be made during routine construction of wall once initial work above is completed memos from both design and geotechnical engineers may be required if work warrants clarification. NOTE: Full-time inspection by the geotechnical engineer is required during placement of wall materials and fill during the above -noted stages of wall construction.. The design civil engineer must incorporate and show all geotechnical and manufacturer specifications on the plans. D. ROUGH GRADE RELEASE INSPECTION This inspection is required prior to any construction activities taking place but after completion of grading. After this inspection is made, the inspector may allow some aspects of the work to initiate, such as trenching for foundations and utilities. However, allowing the release for issuance of building permits will not occur until all required paperwork is submitted and approved. Granting the release for retaining wall construction or public works improvements must meet the requirements spelled out below. This inspection may be called for m a partial release when portions of the grading work is being accomplished in stages, but must follow the requirements as noted below: 9301 1. BUILDING PADS (for release of buBding permits): Field requirements • witness stake and blue -top for each pad elevation shown on plan; • property comers, building comers (condos and single lot only) and top & toe of slope in accordance with inspector's requirements; • terrace/down drains on slopes or any critical drainage structures must be completed Required paperwork • line & grade from civil engineer at time of field inspection • memo/letter from soil engineer at time of field inspection * • statement of compliance from grading contractor at time of field inspection • Geotechnical report - a formal compaction report for the completed grading work must be submitted for review and approval prior to granting formal rough grade release of pads. * must be wet signed by registered engineer or geologist. 832 2. RETAINING WALL EXCAVATION (for release to building inspector): The building inspector will not inspect and approve the steel in the foundation excavation until the grading inspector signs off the excavation for the wall on the approved plans. For steel reinforcement inspections, refer to the RW permit inspection card for information. Field requirements • off -set stakes set by surveyor locating face of wall or foundation; • the backcut for the wall and the foundation excavation must be made 3- Required field paperwork • civil engineer's certificate for footing excavation location* • memo/letter from soil engineer * *must be wet signed by registered engineer and/or geologist, as applicable; memo from soil engineer must list referenced reports, and state if recommendations remain unchanged. 831 3. STREET IMPROVEMENTS/UTILITYPLACEMENT [ror rdns:mp•nn�worw mspedor7: Field requirements • of --set staking by surveyor locating road template, contact the inspectorjust prior to staking for these requirements. Required field paperwork • line & grade from civil engineer • memo/letter from soil engineer * *must be wet signed by registered engineer and/or geologist. 833 S. FOUNDATION/CAISSON EXCAVATION INSPECTION: If conditions warrant, excavation work may be needed to extend foundations of planned structures into specific geologic strata, as required in the geotechnical reports. This is not an inspection of any structural steel. An inspection under the RS orRWpermit must be made, and inspection by the building inspector is required for all structural steel. At the time of this inspection, the excavations must be made and survey control stakes must be provided along with the following required paperwork Required field paperwork • memo from the soil engineer/geologist* • line & grade from the civil engineer may be required for location of excavations* *must be wet signed by registered engineer/geologist, as applicable. Geotechnical memo most state if foundation recommendations are unchanged from previously recommended and the referenced reports must be listed on memo. "0 E. CONCRETE V-DITCH - TERRACE DRAINS, DOWN DRAINS, BROW DITCHES, AND RIBBON GUTTERS. 1. Forms: Reinforcement & thickness control -wires must be in place at the time of inspection; Required Paperwork • memo from soil engineer approving area to receive concrete and if type 5 concrete is needed; • line & grade certification letter or memo from design engineer* * must be wet signed by engineer 2. Concrete or Gunite Placcement: Minimum 2500 P.S.I. required; load tickets from delivery truck must be available; soil subgrade must be moistened prior to concrete placement and reinforcement steel must be centered within concrete during placement of concrete. -4- 8411 F. PCC SLAB SUBGRADE (i.e., for driveways used as drainage devices & parking lots ) I. Forms: Required reinforcement and forms be in place at the time of inspection Required Paperwork • memo from soil engineer approving area to receive concrete and if type 5 concrete is needed • line & grade memo from design engineer or survey party chief 2. Concrete Placement: Minimum 2500 P.S.I. required; load tickets from delivery truck must be available; soil subgrade must be moistened prior to concrete placement and reinforcement steel must be centered within concrete during placement of concrete. 842 1 G. CURB & GUTTER 1. Forms: Required reinforcement (if any) must be in place with form -work in place. Off -set staking must be set by the surveyor for location of curb face. Required Paperwork • memo from soil engineer approving area to receive concrete • line & grade letter or memo from design engineer or survey party chief 2. Concrete placement R. STORM / AREA DRAIN AND INLET / JUNCTION STRUCTURES Only the drainage devices shown approved grading plans, not those shown on street or tract improvement plans approved with the public works department. 843 1. RCP delivery; provide certificate of "D" load from manufacture. $44 2. Pine Placement -prior to covering with backfill, pipe must be staked by engineer for location. All pipe bells shall be glued and face upstream. Required Paperwork - line & grade from the design engineer. 845 3. Pipe Collar/Anchor Forms — prior to concrete, with required reinforcement in place. 846 4. Inlet/Junction Structure Forms - with required reinforcement in place. Required Paperwork - line & grade from design engineer. 847 5. Outlet Structure/Rip Rap - prior to placing concrete or gunite, with the required reinforcement in place. PAVING INSPECTION: PREPAVING MEETING REQUIRED (for all commercial sites, and for driveways or asphalt placement exceeding 3000 square feet) Aprepaying meeting shall be heldprior to the establishment ofsubgrade. Theproject coordinator must contact the inspector at least (4) working days in advance and must also contact the follmving principals to be represented at the meeting: paving contractor, civil engineer, owner, and soil engineer. The required inspections for paving shall be discussed at that meeting. - 5 - J. SEDIMENT/EROSION CONTROL and STATE WATER QUALITY REQUIREMENTS: Prevention measures to keep pollutants out of the stairs drains and streambeds is a requirement 365 days a year, and is enforceable at any time. However, the official wet season is Oct. I thin April 30. During this time, all projects must have erosion control devices in place and functional. All sediment and construction contarnmants must be contained within limits of permit so as to prevent deposition into downstream properties, including public streets, storm drains, creekbeds, and the ocean. The construction site will be subject to regular inspection for sediment control measure placement throughout the year. In addition, these requirements are enforceable throughout the entire year, including the dry season, especially if rain is imminent or practices on the project are cause for damage to water quality. The design and placement of control measures that mitigate water quality (called BMP's or Best Management Practices) must be designed by the project civil engineer. Erosion control plans, Station Water Pollution Prevention Plans (SWPPP) and a suitable National Pollutant Discharge Elimination System (NPDES) must be current with the grading operation, available on site at all times, and be updated on a regular basis. If, in the opinion of the grading inspector, a lack of preparedness on the site is present for a possible rain event, or if housekeeping practices on the site impact requirements set forth within the SWPPP or NPDES, a stop work order my be given on construction activities until readiness is met. Further involvement by the County's authorized Wafer Quality Ordinance Inspector, or even the State of California Regional Water Quality Control Board inspector could result in severe fines for issues violating the Clean Water Act. K DUST CONTROL: Dust is considered a pollutant if excessive. All dust must be controlled during grading or heavy wind conditions. Failure to do so could result in all work being stopped or involvement by the AQMD (Air Quality Management District) who could impose fines. Required inspections for typical erosion control 8491 I. PRE-BUILD/SANDBAG PLACEMENT: Prior to starting erosion control work shown on erosion control plans, contact grading inspector to review erosion control program being planned and the required sand bag placement. 2. DESILTING BASIN INSTALLATION: 850 is. Basin risers and outlet nines -prior to backfilling. Required Paperwork • line & grade from design engineer 851 b. Anti -seen collar forms — prior to concrete placement; all required reinforcement must be in place. 852 c. Spillways - prior to gunite; required reinforcement and guide wires must be in place. Required Paperwork • line & grade from design engineer • memo from soil engineer for 90%RC for subgrade and the desilt basin embankment fill placement 854 3. COMPLETION OF EROSION CONTROL: When erosion control work is complete and readiness for the threat of rain is intact Required Paperwork • line & grade from the design engineer maybe required. - 6- 870 I L. FINAL GRADING INSPECTION (to obtain Certificate of Occupancy) AND GRADING BOND RELEASE: Field requirements - When all work shown on approved grading plan is complete, including drainage device installation, swales, driveways, monumentation, and slope planting is established. in no case will a final be considered if safety is an issue. Final requirements: 1. Final line and grade from civil engineer/architect 2 Final geotechnical report from soil engineer; this report must include all work after the rough grade compaction report. Final reports must include interior & exterior utility trench backfill, retaining wall backfill, subgmde/base/asphalt testing and inspection, a slope stability statement, and any other geotechnical condition that may have arisen. Report must be reviewed and approved before any final can be given. 3. Final revised plan from civil engineer/architect - if site deviates from last approved grading plan 4. Slope Planting and Irrigation - slopes must be fully established with plant material and irrigated in accordance with the grading code. A certification from the landscape architect may be required. 5. Fire Marshal Clearance (if required) - contact fire marshal's office to meet any fuel modification requirements and have them notify the grading inspector when clearance is met. 6. Public Works Clearance — occupancy requests, or release of bonding for the grading permit is subject to clearance by the Public Works Inspector. Contact your PW Inspector ahead of time when such requests or releases are needed. 7. Tract/site "Conditions of Approval" - grading issues relating to those planning conditions set forth in the initial stages of the project must be met; review any planning documents to insure they are met. 9711 L. FINAL MONUMENTATION INSPECTION: Lot and Tract comer monuments required of the recorded tract map must be inspected as a condition of finalling this permit, releasing the grading bond, and releasing all monumentation bonds. Prior to calling for this inspection, the monuments that designated on the tract map as "to be set" must be located and Flagged for inspection. A copy of the recorded tract map and a letter from the engineer, certifying the setting of the monuments, is required at time of inspection. Note: A grading permit and grading bond will not be released until all outstanding issues on the grading permit are complete including monumentation. It is responsibility of the permittee to maintain an active permit until this requirement is met. Permits that lapse and expire may have to be processed into new grading permits by the permittee. M. OTHER CONCERNS / NOTES rM