The URL can be used to link to this page

Home My WebLink About4801 BERGAMO DRENCROACHMENT PERMIT CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVE BAKERSFIELD CA 93301 (661) 326-3724 TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA: Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right of way as therein defined. Application Number . . . . . 14-30000025 Date 4/01/14 Property Address 4801 BERGAMO DR Application type description PW - ENCROACHMENT PERMIT Owner Contractor CONNOR CHRISTOPHER D 6 RACHEL OWNER 4801 BERGAMO DR BAKERSFIELD CA 93300 ---------------------------------------------------------------------------- Permit ENCROACHMENT PERMIT Additional case . . Phone Access Code . 1448786 Permit .Fee . . . . 208.00 I... Date . . . . 4/01/14 Valuation . . . . 0 Qty Dait Charge Per Extension BASE PER 208.00 ---------------------------------------------------------------------------- Special Notes and Comments April 1, 2014 9:24:55 AN penriquez. 5' Block retaining wall, per approved Building Department Plans and Permit, with a 6' wood fence. Per Traffic Dept. approved to put fence 10' into the line of sight area on aide of house. Contact Chris Conner (661) 009-1616 ____________________________________________________________________________ Fee summary Charged Paid Credited Due Permit Fee Total 208.00 208.00 .00 .00 Grand Total 208.00 208.00 .00 .00 Applicant acknowledges the right of the City Engineer, pursuant to the Bakersfield Municipal Code Chapter 12.20 to revoke the permit at any time. Signature of Applicant (Owner/Agent) Print Name I HEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS STATED IN THE FOREGOING APPLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1) WILL (NOT) SUBSTANTIALLY INTERFERE WITH THE USE OF THE PLACE WHERE THE SAME IS TO BE LOCATED AND (2) WILL (NOT) CO I UTE A HAZARD TO PERSONS USING SAID PUBLIC PLACE; SAID APPLICATION IS THEREFORE RANTE ) (DENIED) Said permit shall expire on date stated above. c `t Signature of City Engineer Additional Terms on the Back a ENCROACHMENT PERMIT F APPLICATION FORM CITY OF BAKERSFIELD G1 - PHONE: 4, -1 - PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVE C li`OH BAKERSFIELD CA 93301 (661)326-3724 Fax:(661)852-2012 LOCATION OF ENCROACIIMENT(Address required where available):_ �{2 H there is no address adjacent to work describe limits of work by distances from nearest existing , treet intersection. APPLICANT INFORMATION FULL NAME OF COMPLETE ADDRESS: )— G1 - PHONE: 4, -1 - FAX: FAX: -- — CELL: PROJECT INFORMATION DESCRIPTION OF ENCROACHMENT (Example: Wood or wrought iron fence, co.•terete block wall, raised planter, etc.): /31OC/r w,fS uw nL feACo An 111 brl a - ; ,.t PERIOD OF TIME FOR ENC OACHMFNT: NDEFINIT ' or OTHER: � (Please Circle) CONTACTPERSON ii -r f C G'r^� PHONE: CX1%l,-� Applicant agrees that if this application is granted, applicant shall indemnify, defend and hold harnless the City, its officers agents and employees against any and all liability, claims, actions, causes of action or demands, whatsoever against them, or any of them, before administrative, quasi-judicial, orjudicial tribunals of any kin I whatsoever, arising out of connected with, or caused. by applicants placement, erection, use (by applicant or any other p, rson or entity) or maintenance of said encroachment. The applicant further agrees to maintain the aforesaid encroachment during the lite of said encroachment or until such time that this permit is revoked. Applicant further agrees that upon the expiration of the perm if for which this application is made, if granted or upon the propertv or right of way where the same is located, and restore said public property or right of wav to the condition as nearly as that in which it was before the placing, erection, maintenance or existence of said eneroiiehment. Applicant further agrees to obtain and keep all liability insurance required by the City Engineer it full torte and effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a Certificate of Insurance evidencing sufficient coverage for bodily injury or property damage liability or both and required endorsements evidencing the insurance required. 7:he tvpe(s) and amount(s) of insurance coverage required are: Residences: Homeowners General Liability coverage in an amount of at least $300,04.00 Commercial: Commercial Liability coverage in an amount of at least $1,000,000.00 Encroachment Permit Fee: $208.00 S\PLRMIT'$\I'.NCROACH\Encroachment Permit Req Porm.DOC January 2009 ---w B A K E R S F t E L D Public Works Department 1501 TruMn Avenue (Bakersfield, California 93301 (661) 3263729 TO WHOM IT MAY CONCERN %hre the undersigned, have no objection to the construction of a fence beside the sidewalk within t-* Public right-of-way. Su rd,'✓ ,'z a 'rrce: or pmposad encroechmep9 wners ame i /% ;Addmss of proposed encroachmem) SIGNED: 1.) Name: NC,, Address: S yo3 2.)Name: t✓Tkr�,�✓Y' ,,YiY��{1?£t. Address: SY/n� 3.) Name: %?` Address: `GrS(q 41�9' 4.) Name: AL2, 66. n Address: ��5QI�, �GdZ�j .- s.) Name: A], ,A b 1,VIG1 Address: ✓tom 5.j. Name', C �v%l{%1GL 9-�� G✓O Address Date: ;z -S -/y Date' Date: �7 Date: Date: 3 21 I j Evidence of Insurance for Mortgagee/Other Interests A& F A R M E R 5 - This form is not the contract of insurance. It is a memorandum of coverage limited to mortgageelother interests, provided at their request and applicable to the dwelling or building at the location below. The provisions of the policy will prevail in all respects. This certificate of insurance does not affirmatively or negatively amend, extend; or alter the coverage afforded. by the insurance policy. Should the insurance policy be cancelled by the company before the expiration date thereof, notice will be given in accordance. with the policy provisions.. Insured Information Named Insured CHRISTOPHER AND RACHEL CONNER HUSBAND AND WIFE AS JOINT TENANTS Mailing Address 4801 BERGAMO DR BAKERSFIELD CA 93308-7130 Property Address 4801 BERGAMO DR BAKERSFIELD CA 93308-7130 Policy Information Policy Number 967725893 Company Name FIRE INSURANCE EXCHANGE Policy Type NEXT GENERATION HOMEOWNERS Policy Status IN FORCE Coverage Policy Term Effective Date 05/29/2013. Renewal Date 0529/2014 Annual Premium 747.00 Balance Due $9.74 First Mortgagee WELLS FARGO BANK NA #936 ISAOA PO BOX 100515 FLORENCE SC 29502-0515 Second Mortgagee/Other Interest No Additional Mortgagee(sy0ther Interest(s) available Agent Information Name MARCY D PARMLEY Address 3612COFFEERD4BI BAKERSFIELD CA 93308-5027 Phone 661-587-4554 Fos 661-587-4774 Email mparmleyl 0afarmersagentcom Coverage Information Coverage Limit Dwelling $261,000 Extended Replacement Cost $65,250 Personal Property $195,750 Pe`r`sonal"Liability' l$300,OOp' Deductible applicable to each covered loss: $1,500 Loan Number 0473024974 Who Pays MORTGAGEE Mortgagee Effective Date 06/19/2013 Loan Number Mortgagee Effective Date Mortgagee Deductible Clause. For any loss in which onlythe mortgagee's interest is adjusted and settled, not including any interest you may have io the property or loss, the applicable deductible will be the smallest of the following amounts: 1. The deductible stated in the declarations or renewal notice, or 2.$1,000 'the policy deductible stated in the declarations or renewal notice will apply to settlement of any interest you may have in the property or loss �P^resident 438BFUNS Endorsement Included Y & `/ 132960 412 Print Date: 02/18/2014 Authorbed Furman Representative J J i W `1 O O J awwiw�aw�s J aero a uro 1'1cMgPlS..pgcodad �0 6upax3 � •• � o E S c cr- W C) z W �e°b m ego W Wim 8 8f's LL- m z� m gra L�L—1 Q � I z a� N Q STRUCTURRI- ENGINECRMG Project: Client: Location: MSE Project Number: Date: Connor Retaining Wall Chris Connor 4801 Bergamo Dr. Bakersfield, CA 93308 14-0056 March 27th, 2014 STRUCTURAL CALCULATION INDEX 1.0 Structural Calc 2.0 Project Photos ..Pages 1-11 Pages 12-14 Design Information: 5'-0" tall CMU wall with a 6'-0" tall wood fence with steel posts inserted in the top of the wall. Assumptions have been made for soil pressures (active, passive, allowable bearing), and friction coefficient. No soils report is available. The owner will install a perforated pipe in a gravel bed behind the wall with drains to allow for a drained soil condition. Design Summary. Wall: 5-0" tall CMU wall with #5 @ 16" o.c. vertical at edge (not centered) and #4 @ 24" o.c. horizontal, and (2) #4 at top. Solid grout, fm = 1500 psi. Footing: 4!-T wide l'-4" thick footing with(5)#5 longitudinal bars. Hook vertical bars of wall into footing. Concrete strength: Pc = 2500 psi Governing Code: 2013 CBC. March 271h, 2014 MSE 14244 S. Silvervale Sl. I Visalia, California 93277 1 S59 280.9631 1 www.morenostruuuraLmm MSE 15351 Olive Drive, Suite 100 1 Bakersfield, California 93308 1 661 480.6625 1 vrww morenoslmctuml mm PROJECT' CLIENT: L .�Ihe CALCULATED BY: JOB NO, DATE: 03/27/14 4244 S. slvervale St. Visalia. CA 93277 (559) 280-9631 SHEET NO.: 5351 Olive Dr., #100. Bakersfield CA 93308 (661( 4806625 ri eumersyatisiuc=xewvyzmusausmmwrnmwgwamrwtrViacahemm„emcee STRUCTURAL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA, UNLESS NOTED OTHERWISE GOVERNING CODE: TYPE OF CONSTRUCTION: STRUCTURE: Vertical Load System Lateral Load System ADDRESS STRUCTURAL MATERIALS: Masonry fm............................ Fs....................................................... Concrete - Foundations (U.N Reinforcing Steel Soil - Per Soils Report by: California Building Code, 2013 Edition CMU Retaining Wall & Concrete Footing CMU Retaining Wall & Concrete Footing CMU Retaining wall & Concrete Footing 4801 Bergamo Dr. Bakersfield, CA 93308 1500 psi 24,000 psi 2500 psi @ 28 Days ASTM A615, Grade 60 Bearing(DL +LL) ........................................................................... ”, psf Bearing(DL + E) ............................................................................. x. psf Active Pressure...................................................................... .a pcf Passive Pressure........................................................................... :i.: pcf Frictional Coefficient..................................................... *Frictional and Passive may be combined without reduction. 1/3 increase for wind or seismic loads Project Client Calculated By Date Checked ByDate Job NO. 56 Sheet NO, 4 .je yl, :A C, o r 21 6WW, % JI Project yrJpSt 6k`—" i� .aft+ ^ Client r�`i Calculated By_ Date Date Checked By Date Jab PCO, J" x Sheet NO. � Ul�q-,Sa AE4a� rdi w� o C'� J w 3 z ' .97C - V A ""P- l)r} `.=✓rte=,--;..,, ILE ,_„__.,.,..�m. h 1 1 9iysLL.r AA : 1 1 i . - 6:.��i9 I A 1✓ ....:. !i ff � Ul�q-,Sa AE4a� rdi w� o C'� J w 3 z ' .97C - Cantilevered Retainina Wall Description; ? fall CMU Wall !Dead Loan Onlyl Criteria Retained Height = 5.009 Wall height above soil = 0.00 N Slope Behind Wall = 000:1 Height of Soil over Toe = 4.00 in Water height over heel = 0.0 it Vertical component ofactive 110.00 Pa Lateral sal pressure options: 0.00 pcf NOT USED for Soil Pressure. 0.300 NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads 12.00 in Sumh Over Heel - 20.0 pet Used o Resist Sliding & Overturning Surcharge Over Toe - 0.0 psi Used for Sliding & Overturning ...Height to Top = Axial Load Applied to Stem .,,Haight to Bottom = Axial Dead Load 10.0 Its; Axial Live Load = 0.01bs Axial Load Eccentricity - 0.0 in Design Summary Wall Stability Ratios Overturning = 4.02 OK Sliding = 1.59 OK Total Bearing Load = 3,13016s ...resultant eco = 6.21 in $oil Pressure Toe = 1,390 psf OK Sol Pressure @ Heel 175 Pat OK Allowable = 2,000 pat 9011 Fraa3ure Lela Thdn Allo.ml ACI Factored @1 Toe = 1,668 psf ACI Factored @ Heel = 210 psf Footing Shear @Toe = 0.0 psi OK Footing Shear @ Heel 19.2 psi OK Allowable = 75.0 psi Sliding Calm (Vertical Component NOT Used) Lateral Sliding Force = 673.81lbs less 100% Passive Force = - 133.3 lbs less 100% Friction Force = 939.0 Itis Added Force Req'd = 0.0 lbs OK ....for 1.5:1 Stability = 0.0 lbs OK CAIZ I Soil Data Allow Soil Bearing = 2,000.0 psi Equivalent Fluid Pressure Method 000 ft Heel Active Pressure = 34,0 psfift Toe Active Pressure = 340 psflff Passive Pressure = 150.0 Pan Soil Density, Heel = 110.00 Pa Soil Density, Toe = 0.00 pcf Fnplbn Cceff Man Fig & Soil = 0.300 Soil height M ignore = 3 for passive pressure = 12.00 in Lateral Load Applied to Stem = ASO Lateral Loa = 0.0 of ...Height to Top = 0.00% .,,Haight to Bottom = 0.00 it Wind on Exposed Stem = 0.0 PSI Stem Construction Design Neigh! Above Fig Wall Material Above "Hf Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fblF9, hate Total Force @ Section Moment.... Actual Moment..,..Alloaabie Shear..... Actual Shear....Ailoaable Wall Weight Rebar Depth 'd' Lap sgice if above Lap splice if below Hook embed into footing Masonry Data I'm Fs Solid Donating I Cakuhtions per Act 318-01, ACI 530-11, IBC 2012, CBC 2013, ASCE 7-10 T%L'g>j t Adjacent Fooling Load Adjacent Footing Load = 0.0 his Footing Width = 000 ft Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 it Footing Type Line Load Base Above/Beim Soil = 0.0 ft at Back at Wall in= 7.60 Poisson's Ratio = 0.300 Tap SM Sam OK it 0.00 = Masonry in= 8.00 _ # 5 in 1600 PAN lbs= 454.0 ft -1= 785.4 fill = 1,985.1 psi= 7.2 Paul = 38.7 psf= 84.0 in= 5.25 P= 33.00 in = 10.50 in= 10.60 psi= 1,500 Pei = 24,000 = Y% Load Factors Dead Load. 1.200 Modular Rafio'n' = 21.48 Live Load 1600 Shod Tenn Factor = 1.000 Earth, H1.600 Equiv. Sold Thick. in= 7.60 Wntl,W 1600 Masonry Block Type = 3 Seismic, E 1,000 Masonry Design Method = ASO GkSE l � pl.� Cantilevered Retainina Wall Footing Dimensions & Strengths Footing Design Results Toe Width = 0.00 It Toe Heel Heel Width = aro Factored Pressure = 1,666 210 psf Total Footing Width 4.00 Mu' : Upward = 0 0 ft4b Footing Thickness = 16.00 in Mu': Downward = 0 0ft4b Mu: Design 0 1,257 fl -Ib Key Width = 0.00 in Actual 1 -Way Shear 0.00 19.18 psi Key Depth = 0.00 in Allan 1 -Way Shear - 0.00 75.00 psi Key Distance from Toe= 2,o0 Toe, Reinforcing = None Speed f'c = 2,500psi Fy = 60 W0 psi Heel Reinforcing = None Spec'd Footing Concrete Denshy 1K00PCI Key Reinforcing = None Speed Min. As % = 0.0018 Other Acceptable Saes & Spacings Cover @Top 2.00 @Stm. 3.00 in Toe: Not req'd, Mu<S"Fr Heel: Not req'd, Mu a S' Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Fora Disfmtae Mommrt Farce Distance MD=Rt Rem Its N RJb lbs It ft -lb Heel Active Pressure = 681.9 2.11 1,439.5 Soil Over Hee = 1,833.3 2.33 4,277.8 Surcharge over Heel = 39.2 3.17 124.0 Sloped Soil Over Heel = Tons Active Pressure = 47.2 0.56 -26.2 Surcharge Over Heel = 66.7 2.33 155.6 Surcharge OverToa = Adjacent Footing Load = Adjacent Faso g Load = Apel Dead Load a Stem = 10.0 0.33 3.3 Added Lateral Load = ' Arial Live Load on Stem = Load @Stem Above Soil = Soil Over Toe = Surcharge OverTce = Stem Weight(s) = 420.0 0.33 140.0 Each @ Stem Transitions = Total = 673.8 O.T.M. = 1,537.3 Footing Weight = 800.0 2.00 1,600.0 ResisOnglOvertuming Ratio - 4.02 Key Weight 2.00 Vertical Loads used for Soil Pressure = 3,130.0 his Vert. Component = TOM= 3,130.0 Its R.M.= 6,176.7 ' Axial live load NOT includ in total disdayed, or used for overrunning resistance, but is Included r sell press re calculation. 8.in Mas wl N5 @ 16.in We Solid Grout Designer select M0@18.in all hom. reirf. 4-0 Heel 4, 0„ G kSE ► � n� 20.psf n -n in Pp= 133.330 174 77psf 13902psf 67182# l CASE 2 Cantilevered RetainingWall Fie=F:Dausl"U0QMuJEw-n,a,F�s-ncam�l<oos-zEcs ENe1CNC,INc. 1593Xn4. Bhaid14,i23, Ver8.16.113 Description; 5Tall CMU Wall (Dead Load -Wind Loadl Criteria 3 063 Ihs Retained Heigh = 5.00ft Wall height above sal = 0.00 it Slope Behind Wall = 0.00:1 Height of Sal over Toe = 4.00 in Water height over heel = 0.0 It Vertical component of active 110.00 Pcf Lateral soil pressure options: 0.00 Pa NOT USED for Soil Pressure. 0.300 NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads 12.00 In Surcharge Over Heel - 0.0 psi Used To Resist Sliding & Overturning 15.0 pt Surcharge Over Toe = 0.0 Pad Used for Sliding & Overluming 0.00 ft Axial Load Applied to Stem .-.for 1.5:1 Stability = Axial Dead Load = 10.01115 Axial Live Load 0,0 lbs Axial Load Eccentridly = 0.0 in Design Summa Wall Stability Ratios Overturning Sliding Soil Data 3 063 Ihs Allan Soil Bearing = 2,000.0 psi Equivalent Fluid Pressure Method 1,798 psi OK Heel Active Pressure 34.0 Pett Toe Active Pressure = 34.0 Psfflt Passive Pressure = 150.0 psflfl Sol Dusky, Heel = 110.00 Pcf Soil Density, Toe = 0.00 Pa Friction Goefi hwn Fig & Soil = 0.300 Soil height to ignore 18.5 psi OK for passive pressure = 12.00 In Lateral Load Applied to Stem Lateral Sliding Force = Lateral Load = 15.0 pt Height to Top = 11.00 ft ...Height w Bottom = 0.00 ft Wind on Exposed Stem = 0.0 psi Stem Construction Design Height Above Ftg 2.37 OK Wall Material Above°Ht" 1.32 Ratio <1.51 Thickness Total Bearing Load = 3 063 Ihs ..resultantecc. = 16.37 in Soil Pressure @ Toe = 1,798 psi OK Soil Pressure gi Heel = O: psi OK Allavable = 2,000 psi ,..... ...;:.,die ACI Factored @ Toe = 2,157 psi ACI Factored @ Heel = 0 psi Footing Shear @ Too = 0.0 psi OK Footing Shear @ Had = 18.5 psi OK Allowable = 75.0 psi Sliding Calm (Vertical Component NOT Used) Lateral Sliding Force = 799.71bs less 100% Passive Force = - 133.31bs less 100%Friction Force = • 910.0 his Added Force Food = 0.0 lbs OK .-.for 1.5:1 Stability = 147.2 Ihs NG Reba Size Rebar Spacing Reba Placed at Design Data fblFB+fa(Fa Total Force @ Section lbs= Calculations per Act 318-11, AC1530-01, IBC X12, CBC 2013, ASCE 7d0 PL. *Vg1. Adjacent Footing Load ft4= Adjacent Footing Load = 0.0 lbs Footing Width = 0,00 it Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 It Footing Type fine Load Bele AbovelBelow Sal _ - O.Oft at Back of Wall in= Poisson's Ratio = 0.300 S..0K ft= 000 = Masonry in= 8.00 _ # 5 in 16.00 = Edge Moment... Actual ft4= Moment.....Allavable ft4= Shea..... Actual psi= Shear..... Allowable psi= Wal Weight psi= Rebar Depth if in = Lap splice t above in= Lap splice if below in= Hook embed into facing in= Masonry Data = ASD Seismic, E Pm psi= FS Pd= Solid Gmudng 0818 588.1 1,615.6 1,986.1 9.3 38.7 84.0 5.25 45.00 10.50 10.50 1,500 24,000 Yes Load Factors Deed Loatl1.200 Modular Ratio'n' = 21.48 Uve Load 1,600 Shpt Term Factor = 1.000 Earth, H 1.600 Equiv. Solid Thick. in = 7.60 Masonry Block Type = 3 Wind,W 1.600 Masonry Design Method = ASD Seismic, E 1,000 CASE 2 Cantilevered Retainina Wall Footing Dimensions & Strengths Footing Design Results Toe Width DAD 1t Toe Heel D + Vt..) Heel Width = 400 Factored Pressure 2,157 O psi Total Footing Width = 4,00 Mu' : Upward = 0 0 ft4b Footing Thickness - 16.00 in Mu' : Downward = 0 0 flab Mu: Design 0 2,585 ft -Ib K Width Key = 0.00 in Actual t -Way Shear _ = 0.00 18,52 psi Key Depth = 0.00 in Allow 1 -Way Shur = 0.00 75.00 psi Key Distance from Toe = 2.00 ft Toe Reinforcing = None Speed fc = 2,500Fy = 60000 psi Heel Reinforcing = None Sped Footing Concrete nsity = 136.00Pcf Key Reinforcing = None Speed Min. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @Top 2.00 Bnn= 3.00 in Toe:Not req'd, Mu I S"Fir Heel: Not mq'd, Mu <S"Fr Key: Nokeydefined Summary of Overturnin & Resisting Forces&Moments ....OVERTURNING.........RESISTING.... Force Distance Moment Force Distance Moment Item lbs it fl -Ib lbs R ft -Ib Heel Active Pressure = 681.9 2.11 11439.5 Soil Over Head = 1,833.3 2.33 4,277.8 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = 47.2 0.56 -26.2 Surcharge Over Heel = Surcharge Over Toe= Adjacent Footing Load = Adjacent Fooling Load = Axial Dead Load on Stem = 100 0.33 3.3 Added Lateral Load = 165.0 6.83 1,127.5 ' Axial Live Load on Stem = Load @Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) 420.0 0.33 140.0 Earth @ Stem Transitions = Total = 799.7 O.T.M. = 2,540.8 Footing Weight 800.0 2.00 1,600.0 ReslstlnglOvertuming Ratio = 2.37 Key Weight = 2.00 VenlCal Loads used for Soil Pressure= 3,063.3 lbs Van. Component = Total- 3,063.3 be R.M.= 6,021.1 "Axial live bad NOT induced in total displa a used for overturning resistance, but is Included for salt pressure ce culation. &in Mas .1 #5 @ Min o/c Solid Grout GASE 2 DLL -t wL Designer select #0@18.in all horn. reit. d-0" Heel 4'A" Pp= 133.33# G ASC m—in ii=nx P�Ain 179L5psf 799.67# B A R E R S F I E L D PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Jena Covey, Risk Manager 1 Q/ FROM: Bob Wilson, Supervisor II, Subdivisions DATE: April 4, 2014 SUBJECT: Encroachment Permit Application for: 4801 Bergamo Dr Name of Applicant: Christopher & Rachel Connor Description of Encroachment: 5' Block retaining wall, per approved Building Dept. plans and Permit, with a 6' high wood fence. Per Traffic Dept. approved to put fence 10 into the line of sight area on side of house. Please review the insurance certificate with the attached encroachment permit and return to me at your earliest convenience. S:\PERMITS\ENCROACH\INSURANCEb4801 Bergamo Dcdoc s g A k E R S F I E L D PUBLIC WORKS DEPARTMENT MEMORANDUM TO: John Ussery, Engineer II FROM: Bob Wilson, Supervisor II, Subdivisions DATE: April 4, 2014 SUBJECT: Encroachment Permit Application for: 4801 Bergamo Dr Name of Applicant: Christopher & Rachel Connor Description of Encroachment: 5' Block retaining wall, per approved Building Dept. plans and Permit, with a 6' high wood fence. Per Traffic Dept. approved to put fence 10 into the line of sight area on side of house. Please review the attached encroachment permit and return to me at your earliest convenience /UO IAC 29.5 vae /r wt s . 1ik -Id'r'vZ G S: WERMITS\ENCROACMTRAFFICW801 Bergamo Dr.d.