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Home My WebLink About1741 BRUCE RD; ; 80-48; Permit1 E I 3 E E 1 I: I 1 E s E 1 I F : C 1 1 I ! + I I c v, rn m > r r 0 -0 Z --I -0 rn Z r c E I 3 : F I f E I r I r 3 1 3 r ! I 1 2 1 I 1 I r E z r r 5 I I: I r I r C r 1 f 5 f 5 E 1 1 t I E \ 0 7 0 n ? 0 a - 01 i P z o b I o m r D z ZL D x -I L - 0 -I 5 .o 0 n 0 z i I D C r ? v: D c c I F u U P Q O W m In In :v ;? 3K In- zm m Inn m 712 IVI OF z m z C I m m \; m In C H 0 Z z IN SP ECTlON VAL1 DATEP LENDER WORKER'S COMPENSATION OWNERIBUILDER CONTRACTOR DECLARATION r----lI II 1- D 5 . 5 v) -. W X a u n I E c II I L i 4 5 - D I rn X I P c v, -i I 0 0 0 c O 0 11 I I I/ '1. ,.I , p , Y : t v) cnm m n cn C I I > n 5 D 0 0 z 4 2 il il C1? t i I 0 I i i I 4 < m n ., Pink - Applicant Gold - Temporary File White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor DECLARATIONS LENDER WORKER'S COMPENSATION OWNERIBUILDER CONTRACTOR If in - rn D n I 0 D v) v) < v) i m L cp 0 a I 0 n m m 7 0 0 m D + X ww Q XI I& -c; 4i -!- IC I I r rn rn v, n -0 9 < D m r rn I - il 1 L i Pink - Applicant Gold - Temporary File White - lnspector Green - (1) Finance (2) Data Process, Yellow - Assessor .. 1 . 1?00 ELM AVENliE CARI-%AD, CALIFORNIA 92008 August 26, 1980 t4r. Allen K. MacDougall 5005 Tierra del Oro Carlsbad California (92008) Re: P/C#80-48 / 4620 Park Drive In answer to yuur letter of August 79, 1980, an a extension until November 19, 1980, has been granted. No further extension will be granted. Bui Id i ng Off i ci a? . August 19, 1980 Dear Sirs: As per our conversation in your office on August 14, 1980, I am submitting this letter to ask for an extension of 90 days on a permit at 4620 Park Drive. The prints for the plan check have been in Engineering for 2 months and that seems to be where the delay has been. Allan K MacDougall- FINAL BUILDING INSPECTION If- 9- 39-88 PLAN CHECK NUMBER: 38$253 DATE: PROJECT NAME: ADDRESS: 1791 Bruce Rd, / PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: P-1 NUMBER OF UNITS: CONTACT PERSON: Matt CONTACT TELEPHONE: 436-8325 bldg , mgin ,' 'd DATE INSPECTED: 3-'' APPROVED DISAPPROVED - INSPECTED BY: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ~ INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ~ Rev. 1/66 WHITE Suspense BLUE: Water District GREEN: Engineering CANARY: Utllities PINK Planning GOLD: Flre REQU'EST FOR INSPECTION TIME: INSPECTOR PERMIT NO. DATE: 6 -I/- oc/ OWNER ad ow Ge ADDRESS Y BUI LDlNG 0 FOUNDATION U REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING FRAME El EXTERIOR LATH OR DRYWALL E L ECT R IC A L El TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 13 G.F.I. *;TECTOR 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO TUB OR SHOWER PAN 0 DRIVEWAY DAY 0 TUESDAY WEDNESDAY 0 THURSDAY 0 FRIDAY 2!f READY FOR INSPECTION: 0 P.M. SPECIAL INSTRUCTIONS / REQUESTED BY PHONE NO. PERSON TAKING REPORT ___ -- - ! BUI LDlNG 0 FOUNDATION C3 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME n SHEATHING FRAME EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL El FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 17 ROUGH PLUMBING TOP OUT PLUMBING 0 SEWER AND PL/CO c] TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL E L ECT R IC A L a TEMPORARY SERVICE n ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT c7 G.F.I. 0 SMOKE DETECTOR 0 FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONEQ AIR SYSTEMS 0 REFER PIPING 0 FINAL READY FOR INSPECTION: U MONDAY 0 TUESDAY E! WEDNESDAY THURSDAY U A.M. 0 P.M. SPECIAL INSTRUCTIONS PHONE NO. PERSON TAKING REPORT !. DEPARTMENT TIM E: PHONE - 438-5525 Note: Final Inspection Required DATE: L3- 6 &/ +# REINFORCING STEEL cl GQOUT - GUNITE FLOOR AND CEILING FRAME *- -. -* PLUMBING UVDERGROUP PLUMBING UNDERGROUND WATER 0 ROUGHT PLUMBING 7,OE OUT, RLCFMBWG 0 SEWER AND weo o TUB OR SHOWER PAN 0 WATER HEATER !$ a GAS TEST CAL t i i OT$ ERVICE PQnnFET 8 ’Flp .e Am/ .rX/4 // lcjd Vf ! B] EB CTRICUNDERGROUND 1 0 ROUGH ELECTRIC‘ 0 POOL BONDING 49RKI&/k .ULA7”fa!? AI . /& i”” t3Ukr- f 0 ELECTCllC SERVICE PK Przm-RO!, i L/h 1 Mvh G.F.I. I (? 0 Ud)U rT ok 7 0 UPPERGROUND ,I . I SOLAR GRADlWG REQYEST FOR INSPECTION TIME: DATE: .if OWN E R.t BUILDING D FOUNDATION [.I REINFORCING STEEL iT; MASONRY C; GROUT - GUNITE 0 FLOOR AND CEILING FRAME 113 SHEATHING Ci FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL n FINAL PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL / E LECTR ICA L a TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND El ROUGH ELECTRIC n POOL BONDING a ELECTRIC SERVICE CJ CEILING HEAT 0 G.F.I. 0 FINAL SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO SIGN a GRADING 0 DRIVEWAY n CONDITIONED AIR SYSTEMS n FINAL REFER PIPING READY FOR INSPECTION : Y 0 TUESDAY 0 WEDNESDAY 0 THURSDAY c1 P.M. d SPECIAL INSTRUCTIONS PHONE NO. e REQUESTED BY PERSON TAKING REPOR _-_I-- -I_- - --- TIME: lDrfL,r REQUEST FOR INSPECTION OWNER G INSPECTOR Ti--+ PERMIT NO. %-y$ IIATE: io -23-za BUILDING I 0 FOUNDATION n REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH n INSULATION 0 INTERIORLATH OR DRYWALL !XI FINAL q@ PLUMBING Pn 0 UNDERGROUND PLUMB1 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND n ROUGH ELECTRIC n POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT U G.F.I. 13 SMOKE DETECTOR 0 FINAL I MISCELLANEOUS 0 PLENUM AND DUCTS CI COMBUSTION AIR 0 PATIO 0 SIGN c] GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL 1 THURSDAY 0 FRIDAY G READY FOR INSPECTION: 13 MONDAY 0 TUESDAY 0 WEDNESDA ( 0 A.M. 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO. q3 L(-Y~~O PERSON TAKING REPORT _I___- _- T%ZII-- BUILDING 0 FOUNDATION 0 REINFORCING STEEL MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH D INSULATION 0 INTERIORLATH OR DRYWALL n FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO c] TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL E L ECT R IC A L 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT U G.F.I. 0 SMOKE DETECTOR 0 FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL SPECIAL INSTRUCTIONS ..x.. ?& {J PERSON TAKING REPORT .- CORRECTION NOTICE CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT TIME: INSPECT& PHONE - 438-5525 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I Note: Final tnspection Required BUILDING FOUNDATION REINFORCING STEEL MASONRY GROUT - GUNITE FLOOR AND CEILING FRAME I SHEATHING 6 .r/ Y L YTE E/ c S-//J FRAME h EXTERIOR LATH \/EA?T /CAM U&€/ ?1/ Bf /)i/ f INSULATION INTERIOR LATH OR DRYWALL I PLUMBING UNDERGROUND PLUMBING UNDERGROUNDWATER ROUGHT PLUMBING TOP OUT PLUMBING SEWER AND PL/CO TUB OR SHOWER PAN GAS TEST WATER HEATER ELECTRICAL TEMPORARY SE RV ICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE UPPER GROUND G.F.I. SMOKE DETECTOR MISCELLANEOUS PLENUM AND DUCTS COMBUSTION AIR CONDITIONED AIR SYSTEMS SOLAR GRADING POOL PATIO SIGN OTHER REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING c] FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL n FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER U FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT a G.F.I. 0 SMOKE DETECTOR n FINAL MISCELLANEOUS c] PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN c] GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL READY FOR INSPECTION: 0 MONDAY 0 TUESDAY 0 WEDNESDAY 0 THURSDAY 0 FRIDAY 0 A.M. SPECIAL INSTRUCTIONS / CORRECTION LIST (714) 72$ ’ CITY OF CARLSBAD SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN BUILDING DEPARTMENT I I I , *WARNING: PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, 4% and no building permit is issued, all plan check fes are forfeit,@ to the city. C” . :‘a \ Job Address: DRI~~ Owner # Occupancy Type of Constvction Valuation Basic allowable bldg. area 1st Floor 2nd Floor 3rd Floor 4th Floor Contractor: Engineer 4 Allowable Increase Due to 24. Indicate clearance from grade to bottom of floor joists 25 Show pier size, spacing and depth, into undisturbed 26. Show girder size, spacing and direction. 27. Show all conditions of soils report on plans. 28. Show positive drainage away from footings on site 29. Specify minimum 18” x 24” access opening. 30. Where expansive soils exist, planters adjacent to found- ations are not recommended. 31. Specify underfloor ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening E.1 and girders. ’% PLANS Elevation Plans Roof Plan -.- soil. Plot Plan REQw Structural Details 8. 6 Foundation Plan Floor Plan General Framing 9. Index Sheet oundation Details plan. 5” fall in 6 feet. 4 $!$ @ TO THE APPLICANT Correct Plans where corrections has been circled. Flag Corrections. @ IncomDlete. Indefinite or Faded Drawinas or Calcu- 0 D. E. - within 3’ of each corner. lations not acceptable. Required Engineer’s or Surveyor’s Calculations or Plans shall b= in ink. Reverse Plans may not be used. Provide correct Plot ’- 1- /@j Plan, Foundation Plan, Floor Plan and Elevations. The approval of plans and specifications does not . c permit the violation of any section of the Building Code’or other City, County or State Law. 32. Step footings when slope exceeds 1 : 10. FRAMING ‘k’ rovide typical framing details. 34. Specify all lumber grades. 35, Specify fire blocking at floor, ceiling cove and mid- fl-heiqht of walls over 10‘ in height. GENERAL 1. Submit fully dimensioned Plot Plan, drawn to scale, including all easements on property. 2. Show all existing and proposed buildings on Plot Plan. 3. Show correct legal description on Plan. 4. Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc. ouble floor joists or eam under parallel partitions. 5. Correct Lot Dimensions. 41. Insufficient beam size at J6. Show existing and finish contour lines. ndicate all grading to be done. 4Z/Provide rafter ties where ceiling joists and rafters are ot parallel. 4’ O.C. rafter size, span, spacing an . Show purlins on edge and indicate size. of Lot required. Elevations‘of Garage Floor, and Street and 9 Driveway. minimum. 10. Indicate Centerline and Edge Profile of Driveway. framing to partitions. 11. Slope of driveway not to exceed 15%. 12. Indicate flow lines for disposal of surface water. 13. La Costa approval required. 13aSan Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U.B.C. 13cL.C.W.D. sewer receipt required. 13dCoastal approval letter required. 14. Carry water from ow planter box details and water proofing, Sec. 517 C7. minimum clearance between chimney and aming. pecify post protection when bearing on concrete. Section 1711. 54. Provide parapet details. under sidewalk through curb into street with cast iron pipe. I drip screed 2” below mud sill. 59. Indicate how required structural and fire resistive ’ integrity will be maintained. Where penetration will be made for electrical, mechanical, plumbing and communications conduits, pipes and similar systems. 19. Specify concrete mix @ 2000 P.S.I. minimum. 20. Dimension footing sizes and clearance from grade. grade. 22. Indicate pressure treated foundation still, or equal. 23. Show foundation bolt size, spacing and penetration (1110 floor area - 12 square feet min. except ! room). into concrete. %.” x 17” for masonry. 1 **NOTE IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE . .c 63. Provide-vertical clearance and from range top to combustibles. (22” x 30” min.) ation for attic area in excess of area between dropped ceiling and floor above stall shower min. width 30” minimum floor pecify wall finish in shower area not to be adversely affected by moisture to 6’ above the floor, and provide oset area minimum width to be 30”. w material to be used under tile. rty line shall be of teral cross bracing at garage plate line. droom window as exit, section 1304. hour construction. ceiligg height. ELEVATIONS dicate attic ventilation per section 3205 (c). ow all eave overhangs and construction details. nsion chimney height above roof. (2’0” above finish and natural grade to property line. hing 10‘0‘‘). exterior wall finishes. dicate 15X felt or equal on exterior walls. ROOF roof pitch. cate roofing material length & weather exposure , size and spacing of roof sheathing. ant roof required due to location irr to open into sleeping room. STAIRWAYS AND EXITS ired in Section 3305 (i). maximum rise and minimum for single family units. rovide intermediate rails @ 9“ O.C. or equivalent ‘ minimum headroom clearance above 5eor open type balcony & stair rails. b stairway construction details. 7 , stairway. re quireaexits 101. Provide lights over stairways and public corridors. 102. Show change in floor level at doors 1” max. Sec. 3303h. 102aShow handrail extending 6” beyond the top & bottom risers & terminating in a post or safety terminal Sec. 3305 (i). from PLUMBING te location of water heater. w temperature and pressure relief valves on water - heaters with discharge lines to outside. Sec. 1007. 105. Water heater not to be located in bathroom or under 106. Provide square inches of ventilation at top and 107. Show water heater on 18 inch platform. 108. Provide water pressure regulator. Section 1007 (B). stairway or landing. bottom of water heater. 110. Indicate material to be used and location line. (If V.C.P. use flexible compression join, 11 1. Show two way clean out in yard box with 5’ o ing . ELECTRICAL minimum 100 Amp. service. Condos req p. panel for each unit. w meter and panel location. arnings systems centered over stail MECHANICAL ndicate furnace size, locations & registers and return ‘\ \ ndicate heating equipment in accordance with chapter ‘ Uniform Housing Code. ify heating, air conditioning and ventilating , - -A equipment. Installations to comply with the uniform mechanical code. A. Access F. Ducts B. Location G. Ladder & Light C. Combustion Air H. Engineer’s D. Venting Calcs for I E. Return Air Roof Loads 117. Indicate location & type of fire dampers. 1 - ELECTRIC , 1975 N.E.C. i und-fault protection required for outdoor and i hroom receptacles 210-8.3 6- i 2. At least one receptical shall be installed outdoors and garages. 2 10-25b 3 Correct electric as shown on floor plan. derground service is required. Show on plans. I MISCELLANEOUS ITEMS i ored holes and notching, show details as per Section , 10, 11. @ 4; b q. Ft. areas of the following: Garage I B. Show 1 x block for insulation stop at vents. A @Show 4” insulation in walls (R-11) - D. Show exterior doors weatherstriped. E. Place the following note on plans: These plans comply with the requirements of the California noise insulation standards. SIGNED DATE TITLE F. Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. ‘ mgave designer sign and date plans. / .4 I RECHECKED (DATE) THE FOREGOING CORRECTIONS HAVE BEEN P AND ARE UNDERSTOOD BY THE UNDERSIGV ‘1 OWNER - OR HIS AUTHORIZED AGENT / ADDENDUM TO RESIDENTIAL PLAN CHECK SHEET Submit duly signed compliance certificate and California Energy design dryer vent to outside. roof required for buildings with 400 foot yards or on acres or more. City code 18.04.105. b 'z v 0 Show closet for F.A.U. to be 12"'wider than the unit: minimum. Show electric ground according to City code Section 18.12.240 Section 9 50-26(c) amended -- Grounding Separately Derived Alternating-Current Systems. Section 250-26(c) is amended by the addition of the following after the first sentence. "The primary grounding method shall be that which is referred to as the "Uffer Ground" consisting of 20 feet or more of 84 reinforcing bar or larger placed 3 inches up from the bottom of the concrete footing and #4 or larger copper conductor wrapped around the rebar to support the copper conductor. The conductor may be required to be larger than #4, depending on the conductor size per table 250-94. Water piping to be bonded to the grounded system. Aluminum conductor is prohibited." &&ep4eeehr submit a new report. '7- 6 Y lowing on the plans: - I ey Markers to be exposed. te to be identified with lot number and address. p I PFOUIDE GEy&MY€ OTlLIfiES tdU~;rhlC -AMY? PWG. ~7~rrtui ~FQK mn/pos 1 .p- es, I 1 ! v.. 2 1200 ELfd AVENUE . CARLSBAD, CALIFORNIA YZOO~ - . .. SIE S I DENT I AL VALUATION CIIART X 4.00 . Covered Porch .- Covered Patio x 4.00 Ea.lcon ie s - .. x 6.50 u__ -ixl&!L Each Bathroom over '3 x 1,900.00 X 1',500.00 Each Fireplace over 2 - Total Val.uation 4 !37970 . WSIDENTIAL VALUATION. CHART -. ..... . . I 't FEE. ! . -1 .. .. - . . TOTAL VALUATlOl I .- $1.00 to $soo.oo $5.00 ..... SOLOO to SZOOO.OO ... for each additional $100.00 or fncr- tion thereof, to and including $2.000. $%,UOl.OO to $!ZS,OOO.OO $20.00. for the first $2,000.00 plus . ... $4.00 for each additional $~,oOO.OO or fraction thereof, to ad including %S,OOLOO to $SO,CIOO.~ $1 12.00 for the fint $~.OOO.OO p~m $3.00 for each additional $1,000.00 w fraction thereof, 'to and including . * $50,000.00 .. $S,OOl.Oo to $lOO,O~.OO $187.00 for the first $5~.000.00 ph -: .. . . $!LOO for each atlditional $1,000.00 , .* or fraction thereof, to and including $lOO.oO~.O~ to $S~,~O.OO $387.00 for the first Sl00.000.00 plus ".. $1.50 for each additional $~.0~0.00 .. *. or fraction thereof, to and including S.OO for the first $SOO.OO'~IU~ 81-00 .* . ' $2!5*000.00 .. .... ... - * . $100,000.00 *. . .. . *.. .... - __ . . - .. --.-*-. $500.~~.00 - . TELEPHONE: 4714 729-1 181 i- .. ... ma extend the time for action by theapplicant for a period not exceeding beyond the control of the applicant hav~ prevented action from bciny taken. In order to renew action on an applicatioii nftcr expiration, tlic ap- pliant shall resubmit plans and pay J new plan-chrck ice. J8 d days upon written request by the applicant showing that circumstances ' e .c {d) Jt*intrprr.ficin Fee. The fce for each reinsmtiun shall bcS10.00. ..... . I . . ., ~ --~~ ... - -_ .. . .' .. ........ \; . I Cbvered Patio .I 3:&0 = $ CI X X 1,000.00 = $ =. :. Each Bathroom over 3 0 Each Fireplace over 2 . .- * x'l;mO.OO = $' . /. .... .. ...... x - .'S,3(jL''P $ 0- - . .-+. - Retaining Walls c ' Air Conditioning X .2,25',= $* -. Total .a. . _. .. .. I ,. ..... .. ... 1200 ELM AVENUE CARLSBA.D, CALIFORNIA 92008 Citp of Carlsbab Re: .Application No. _- TELEPHONE: (714) 729-1 181 Your application for sewer allocation on the Second Phase Sewer Allocation Program was approved by the Carlsbad City Council on December 4, 1979. If your project requires a discretionary permit, i.e. tentative tract map, Planned Unit Development, condominium permit, variance, Conditional Use Permit, etc., application for such permit shall be filed within sixty days from December 11, 1979 (on or before February 11, 198Q). The applicant is required to diligently pursue his permit to a final decision, Application for building permit must be filed within forty- five days from December 11, 1979 (on or before Janaury 25, 1980) , for those projects not requiring further discretionary permits, or within sixty days after final City action on the discretionary permit. The applicant is required to diligently pursue his permit to a final decision. The City Council may extend the time for building permit applications an additional sixty days for major projects. If you cannot meet these deadlines you should so indicate on the application for a sewer permit. If you have any questions please feel free to contact my office, (714) 438-5591. Sincerely, # Planning Director JCH:ms 9 i I i .I- INTERDEPARTMENTAL INFORMATION SHEET -_ . 'Y ' BUILDING DEPARTMENT DATE : ~CJILDING ADDRESS: 'ZONE CC'I LOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED PROVIDED __ I /--' % COVERAGE ALLOWED v'. PROVIDED BUIL,DING HEIGHT ALLOWED PROVIDED FRONT SETBACK: / , /' ALLOWED PROVIDED ( //" - INTRUSIONS SIDE SETBACK: REAR SETBACK: LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: n ADDITIONAL COMMENTS: fuy , SCH001, FEES;: 1119 . ~XSTRICT': AMmJKT : ENGINEERING DEPARTMENT R.O.W. INDUSTRIAL WASTE I IMPROVEMENTS SEWER CONNECTION~--S~- 3 7 .- D Ii I V E WAY L 0 CAT I 0 N S GRADING PERMIT e3 IC' ----I EASEMENTS OL DRAINAGE * > ' I,. ~ LEGAL DESCRIPTION ADDITIONAL COMMENTS E FIRE DEPARTMENT SPPIGKLING SYSTEM FIRE PROTECTION EQUIP. PIRE ALARfiS EXITS FIRE HYDRANTS LOCAT I ON ADDITIONAL COMMENTS , OK TO ISSUE: DATE OK TO FINAL DATE ,- WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE r * I (D I t a Boise Cascade Corona Truss Plant 195 North Sherman Avenue Corona, California 91720 71 41735-681 1 (Riverside) 7141634-2676 (Orange County) TO WHOM IT MAY CONCERN: PLEASE BE ADVISED THAT IT IS IMPERATIVE THAT WE ARE INFORMED OF ANY CHANGES OR CORRECTIONS MADE ON THE TRUSS LAYOUTS OR ENGINEERING DURING PLAN CHECK. VERY TRULY YOURS, BOISE CASCADE CORONA TRUSS PLANT 1 I---- Ill ... .. > S - _... . > -_ . e i 5 4 4 m 8 P -w mo t- N 7 X L ?2 :: 7: I- " v) n 1 )-p Z . P r- 'm0 :1 t un m am 1 P c T 99 e- * u n 5 n > I- l- a I- m n m ID P c( D 0 U N m n n m TJ SI U a a n m .. c . ... . . . I E 6 Y 1-73 ! w N k a3 9 0 13 0 11 " I 3 I m c 3 :;:E I .z I I . .. ' \\ @ ib- L- A .m .W .m m P P 3 r r x. --- ?I rF>-- m' w c c Sr ... ... ... . ..:.:I . . .. -T -. mo -rl .. r " 1. \I I P . .. 0 . URIAIJ SllITH ENGINEERS , TNC . Client8 Dewey Rowe ZG56 State Street P. 0. BOX 1411 Carlsbad, CA 92008 Carlebad, CA 92068 SHEE? 1 of 8 J. N. 5064 E. Brian Smith RCE 13,1317 April 22, 1980 EBS : yh Retaining wall design for a proposed residence for Mr. MacDougall. Y 0 OC 4 '3 c i t WILLIAM W S KROOSKOS. CIVIL ENGINFER AL VENTON. ENGINEERING GCOLOGIST 5. KROOSKOS 6 AS SO CIATE S FOUNDATION ENGINEERING ENGINEERING GEOLOGY 4320 VANDEVER AVENUE 0 SAN DIEGO. CALIFORNIA 92120 0 PHONE 283.6506 ?.larch 21, 1980 Mr. Allan I:. ?lacDougall 5005 Ticlrra Del Oro Carlslmc!, California 92008 SUR,?ECT: Report of Soil Investigati ?!lacDougall Residence 4620 Park Drive Carlsbad, California Dear Nr. IIacDouqall: Job NO. 80-6269 .on In accordance with your request, we have conducted an investigation of t!?c surface and subsurface soils at the above subject residential site. The enclosed report sumarizes the results of the subsurface explorations, test results of the typical bearing soils, and the recomwndations made by our firm for the proper design of the structure, and the development of the site to receive the proposed improverients. Our investigation reveals that the site contains very low expansive, clayey soils. These natural ground soils extend approximately 5 feet below the top of existing ground. It is our opinion, that if the foundations for the proposed structure are properly reinforced, they will be suitable for the support of the proposed structure. This opportunity to be of service is sincerely appreciated. Very truly yours, V?ILLIAT4 S. KROOSKOS & ASSOCIATES VJSK: skm y&5!!LJ /Le& VTi liarn S. Kroo>kos, President RCE 11318 REPORT OF SOIL INVESTIGATION YACDOUGALL RESIDENCE 4620 PARK DRIVE CARLSBAD, CALIFORNIA SCOPE : This report presents the findings and results of our invest- igation at the site of the proposed residence. It is our understanding that the proposed structure is to be constructed of conventional type foundations, footings, and of standard type building materials, not exceeding two stories in height. A masonry wall will be constructed within the midst of the structure. Grading will be minimal. The plans available for our use in preparing this report consisted of the site plan prepared by Vonn Designs, last dated February 15, 1980. With the above in mind, this soil investigation was undertaken in order to: 1. Classify the natural ground bearing soils to an approximate depth of 10 feet below the top of existing ground and determine the presence and effect of any expansive soils that could cause detrimental damage to the proposed structure. 2. Determine the approxipate depth and extent of any uncompacted fill soils that exist on the site and recommend treatment of these soils to support the proposed improvements. 3. Determine the safe soil bearing value of the firm natural ground soils and the compacted fill soils (compacted to at least 90 percent of rnaxinum dry density). 4. Determine any construction problems that may develop at the building site as a result of the soil characteristics encountered. SITE: The site of the proposed structure is located on a high knoll, at an approximate elevation of 140 feet. The site is presently unimproved, and has a drainage pattern from east to west. The site comprises approximately 3 acres. FIELD INVESTIGATIONS : A disturbed sample of soils was obtained from a fresh natural ground - Page 2 Report of Soil Investigation YacDougall Residence 4620 Park Drive Carlsbad, California Job NO. 80-6269 exposure in the building area. The exposure is easily identified along the crest of the existing hill. Disturbed soil samples were obtained and transported to the laboratory for testing. A loq of the natural ground exposure was prepared, and the resuits are summarized on the enclosed Figure No. 11. LABORATORY TESTS : The following tests were performed on the sampled soils in order to properly classify them, and to determine their physical and mechanical characteristics. Mechanical Analysis: This test is conducted on each soil type in order to determine the percentage of grain size. The analysis is made in conformance with A.S.T.Y. 422-54T. The potential expansivity of clay soils can be determined from this test, since expansivity is a function of percentage of colloids (fines less than .OOlm). Compaction Test: The laboratory compaction test is performed on the typical natural ground bearing soils in accordance with A.S.T.M. Test :lethod D 1557 (four inch diameter nold, five layers, 25 blows each layer, 10 pounc! harmer, 18 inch drop, using all naterial passing a No. 4 sieve). This test is conducted on the soils in order to determine the optimum moisture and the maximum dry density. The maximum density represents the value to which it is possible to compact the soil in the field with the proper compactive effort. Expansion Test: An expansion test was conducted on the potentially expansive soiTs. This test was performed in accordance with the requirements set forth in Chapter 6 of the County of San Diego Ordinance No. 2925, Test for Expansive Soils. Expansive soils are classified as follows: Swell Expansivity Low Yedium 0 to 3 Percent --___------I-- 3 to 6 Percent -------------- 6 to 12 Percent ------------- High Above 12 Percent ------------ Very High CONCLUSIONS A-ND RECOXIENDATIONS : The following summarized conclusions and recommendations are based on the analysis of all the data and information obtained from the soil investigation. This includes our visual inspection of the Page 3 Report of Soil Investigation MacDougall Residence 4620 Park Drive Carlsbad, California Job NO. 80-6269 building site; field investigations and laboratory tests on the typical bearing soils; and our general knowledge and experience with these natural ground soils. 1. The natural ground soils on this site to a depth of 5 feet have !>em classified as follows: The only soil type consists of tan-brown sands with a clay trace, which extend to an undetermined depth below the site. These soils possess low expansive characteristics with a swell varyinq from 2 to 4 percent. 2. Since it is the intention of constructing the proposed structure and other improvements on the existing low expansive natural ground soils, then it is recomended that the following work be performed. a. The continuous foundations shall be founded a minimum Ciepth of 12 inches into the firm, natural ground soils. These foundations shall be reinforced with at least two No. 5 el bars; one bar shall be located near the top of the &ation and the other bar shall be located near the bottom. b. Spread footings and piers shall be founded a minimum depth of 12 inches into the firm, natural ground soils. Spread footings shall be reinforced with steel bars, following the recommendations of the engineer of the building program. c. The concrete floor slabs of the structure shall be founded on at least 2 inches thick of non-expansive soils, such as silts and sands, decomposed granite, crusher run base, etc., and shall be reinforced with either GxG - 10x10 steel wire mesh or No. 3 steel bars placed 48 inches on centers both ways. 3. Fit the present time, no grading is indicated. However, based upon our opinion, natural ground cut slopes of rraximurn inclinations of 1.5 horizontal to 1.0 vertical, and compacted fill slopes of maximun inclinations of 1.5 horizontal to 1.0 vertical will be stable for the soil native to this site and expected to be utilized in the compacted fills. 4. It is our opinion, based on test results and our experience, that these natural ground soils and the compacted fill soils (compacted to at least 90 percent of maximun dry density) possess a safe soil bearing value of 2,000 pounds per square foot. This soil bearing value nay be utilized for the design of continuous foundations and spread footings when founded a ninir-.un depth of 12 inches into the compacted non-expansive fill soils and compacted non-expansive natural qround soils. Page 4 Report of Soil Investigation MacDougall Residence 4620 Park Drive Carlsbad, California Job NO. 70-6269 This soil bearing value may be increased one-third for design loads that include wind or seismic analysis. 8. Planter areas adjacent to the structure shall be constructed to slope away from the foundations and floor slabs (minimum of one percent). Planter boxes adjacent to the structure shall be constructed with' drain tile in gravel directing the subsurface waters away from the structure towards the lower level of the site. 9. Backfill soils behind retaining walls and in utility trenches which support structures, patios, sidewalks, driveways, asphalt pavement, etc., (other than landscaping) shall be placed and compacted to at least 90 percent of maximum dry density. 10. In the event compacted fill soils are placed, then the following recommendations shall apply: The compacted fill soils that will occur within 5 feet of the proposed fill slope will possess poor lateral stability, even though they will be certifies to a relative compaction of 90 percent of maxinum dry density or better. Proposed structures and other improvements such as walls, fences, patios, sidewalks, swimning pool, driveways, asphalt pavement, etc., that are located within 5 feet of the face of compacted fill slope could suffer differential movement as a result of the poor lateral stability of these soils. 11. Foundations and footings of the proposed structure, walls, etc., when founded 5 feet and further away from the top of compacted fill slope may be of standard design meeting the requirements of the governing agency and designed in conformance with the recommended soil bearing value. If proposed foundations and footings are located closer than 5 feet inside the top of compacted fill slope, they shall be deepened one foot below a 1.5 horizontal to 1.0 vertical line projected outward and downward fror a point five feet horizontally inside the top of compacted fill slope (Refer to Figure ?Io. IV). Adequate measures shall be undertaken to properly finish grade the site after the structure and the other improvements are in place, such that the drainage waters from this improved site and the adjacent properties are directed away from the foundations, footings, floor slabs and tops of slopes, via surface swales and subsurface drains towards the lower level of the site or to the natural drainage direction for this area. Proper surface and subsurface drainage will insure that no waters will seek the level of the bearing soils under the foundations, footings and floor slabs which could result in undermining and differential settlement of the structure and the other improvements. Page 5 Report of Soil Investigation MacDoucJall Residence 4620 Park Drive Carlsbad, California Job NO. 80-6269 12. All compacted fill slopes and natural ground cut slopes (that do not consist of dense soils or rocks) shall be planted with an erosion resistant plant following the general requirements of the City of Carlsbad. ,- 13. The passive earth pressure to be used for the design of foundations and footings to resist the lateral forces (wind or seismic) shall be based on an equivalent fluid pressure of 300 pounds per cubic foot. The active earth pressure for the use and design of foundations, walls, etc., shall be base6 on an equivalent fluid pressure of 30 pounds per cubic foot (level backfill). These values may be used in the design of interior bearing walls for the structure. A coefficient of friction may be used between the soil and the concrete foundations and floor slabs on a factor of 0.4 times the dead load. This value may be used in conjunction with the passive earth pressure in determining the lateral resistance of the compacted fill soils and the natural ground soils. GRADING SPCCIFICATIONS : Any qrading operation shall be performed in accordance with the enclosed "Grading Specifications" , Attachment 1; the recom.endations summarized herein: and the general grading requirements of the City of Carlsbad. The fill soils will be inspected and tested by rner.bers from our firn to insure that they were compacted to at least 90 percent of maximum dry density. Upon the completion of the grading operation, a Report of Certification of Compacted Fill will be prepared by our firm, summarizing the soil test results, our findings and recommendations. LIFIITATIONS: The recommendations summarized in this report are based on the evidence obtained from the laboratory test results of the encountered natural qround soils; examination of the site by our engineering geologist and soils engineer; and experience with the soils native to this site. Uniformity of the Underlying bearing soils has been assumed from our observations. During any grading operation, qualified personnel from our firm will perform an inspection of the underlying soils to substantiate the conclusions and recommendations as sumnarized in our report. If any irregularities are observed, specific action will be undertaken by our firm to provide an adequate rernedy. Page 6 Report of Soil Investigation MacDougall Residence 4620 Park Drive Carlsbad, California Job NO. 80-6269 It is the responsibility of the owner or developer to insure that the recommendations sum.arized in this report are carried out in the field. This report and all subsequent reports and addendums automatically becone a part of the building specifications. If you have any questions concerning this report, please do not hesitate to call us. 17SK: skm (4) Addressee Respectfully submitted, l'JILLIN4 S. KROOSKOS & ASSOCIATES kL&- OO~~OS, President RCE 11318 NORTH Proposed Residence T / i i i 125 100 Maps #823 I i /--- --- -7- 25 I. I I Maps #2152 .. 75 50 REFERENCE Site Plan of Mac Dougall Residence, By Vonn Designs, Fa llbrook, Ca lif orn ia 2-15-80 LEGAL Parcel "B" of a portion of Lot 1 Map #823 & Lot 4, Blk. I'F", Map #2152 Carlsbad, California LEGEND Natural Ground Contour - 100 - Log of Existing Exposure 1- T-1 Allan K. Mac Dougall Residence 4620 Park Drive Carlsbad, California z I I- O I a n n c -4 v) m& E: 0 4 a,\ 70 -4 0 Cn n a -4 w -4 II II II NZ h E: m v 0 C 2 F L c a 0 0 Ln rf 3 0 Ln 0 r( I40 I30 120 110 100 30 *O . DIRECT SHEAR TEST DATA I 2 3 . APPARENT COHESION (pat) APPARENT FRICTION ANGLE - I - IO 20 30 LABORATORY COMPACTION TEST ME CHANlC AL ANALYSIS 3 j/4 4 10 40 200 IO0 80 60 40 20 ' I I I I Oh IO00 100 IO 1.0 0.1 0.01 0001 GRAIN SIZE IN MILLIMETERS r SWELL TEST DATA INITIAL DRY DENSITY (pcf) INITIAL WATER CONTENT (%) MAXIMUM DRY I 2 3 SPECIFIC GRAVITY A DENSITY (pcf) 118 I 2 3 109 11 - LOAD (prf) 144 PERCENT SWELL 1.5 + 40 ZERO AIR VOIDS SOfL CLASSlFlCATf ON I I Tan Sand With Clay Trace 1 J 1" 1 1' J *Indicates Log of Existing Cut Exposure CURVES IFILL SUITABILITY TESTS IJOB NO. 80-626d FIGURE NO. IIII w n e 0 'b 0 M i - Attachment 1 Page 1 GRADING SPECIFICATIONS GENERAL: The intent of this item is to properly establish.procedures for: clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill material to the grades and slopes as shown on the approved plans. CLEARING: All vegetation, brush, and debris shall be removed, piled, and burned or otherwise disposed of to give the surface a neat and finished appearance. COMPACTING NATURAL GROUND: After clearing, the natural ground shall be scarified to a depth of at least 12 inches, watered to optinum requirements, and compacted to not less than 90 percent of maximum dry density, according to A.S.T.I.I. Test FIethod D 1557 in a 4 inch dia- meter cylindrical mold of 1/30th cubic foot volume. Field density tests shall be taken in the natural ground in accordance with A.S.T.i.1. Test Method D 1556. FILL MATERIALS: Naterials for the fill shall be approved by the soils engineer and shall be free from vegetable matter and other deleterious substances. In the event that expansive materials are encountered within 2 feet of finish grade, they should either be entirely removed or thoroughly mixed with good granular material before incorporating them in fills. No footing shall be allowed to bear on soils which in the opinion of the soils engineer are detrimentally expansive, unless designed for this clayey condition. PLACING AND COMPACTING FILL NATERIAL: After preparing the areas to be filled, the fill naterials shall be placed in layers not to exceed 6 inches in compacted thickness. Each layer shall be watered to optimum requirenents and compacted to not less than 90 percent of maximum dry density in accordance with A.S.T.N. Test Method D 1557. Compaction of the fill shall then proceed in the specified manner to the grades as shm on the approved plans. When the slope ratio of the original ground is steeper than 5.0 hor- izontal to 1.0 vertical, the orirjinal ground shall be steepened or benched. Ground slopes flatter than 5.0 horizontal to 1.0 vertical shall be benched when considered necessary by the Soils Engineer. Fill slopes shall be compacted by means of sheepsfoot roller or other suitable equipment. Slope cornpaction shall be continued until the slopes are stable, but not too dense for planting. Field density tests shall be taken when considered necessary by the soils engineer in accordance with A.S.T.M. Test Method D 1556 and shall be made not exceeding 2 feet in vertical height, providing each layer is tested. SUPERVISION: - Continuous supervision of the fill shall be macle by the representative of William S. Krooskos & Associates during the grading operation so that he can certify that the fill was placed in accordance with these specifications. SEASON LIMITS: No fill material shall be placed, spread or rolled during unfavorable weather conditions. When the work is interrupted by heavy rain, the filling operation shall not be resumed until field tests indicate that the moisture content and density of the fill are as previously specified. UNIFIED SOIL CLASSIFICATION CEIART SOIL DESCRIPTION COARSE GRAINED: More than half of material is larger than a No. 200 sieve. GROUP SYMBOL TY P I CAL Ni'd,lE S GRRVELS - CLEAN GRAVELS More than half of Coarse fraction is larger than No. 4 sieve size but smaller than 3". GRAVELS WITH FINES (Appreciable amount) SANDS - CLEAN SANDS More than half of coarse fraction is smaller than a No. 4 sieve SANDS WITH FIIJES (Appreciable amount) FINE GRAINED: !lore than half of material is smaller than a No. 200 sieve. SILTS AND CIAYS Liquid Limit less than -- 56 SILTS AND CLAYS Liquid Limit qreater than 50 - HIGHLY ORGANIC SOILS GTil GP GF4 GC S w SP s 1.1 sc ML CL OL M H Well-graded gravels, gravel and sand mixtures, litile or no fines. Poorly graded gravels, gravel and sand mixtures, little or no fines. Silty gravels, poorly graded. gravel-sand-silt mixtures. Clayey gravels, poorly graded gravel-sand-clay mixtures. Well graded sand, gravelly sands, little or no fines. . Poorly graded sands, gravelly sands, little or no fines. Silty sands, poorly graded sand and silty mixtures. Clayey sands, poorly graded sand and clay mixtures. Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt sand mixtures with slight plasticity. Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. Organic silts and organic silty clays of low plasticity. Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. C €I Inorganic clays of high . OH Organic clays of m.edium to plasticity, fat clays. high plasticity. organic soils. PT Peat and other highly V:ILLIREII S. KROOSKOS & ASSOCIATES Soil & Foundation Engineers ?. . 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 Building Department TELEPHONE: 1714) 729-1181 Permit No- .. Issue Date.. U. with the state energy. conservation standards mandated in CAC Title 24, Section T20-1401 through T20-1406, and that the plans and other documents submitted in support of the ap$Iication for a building permit at / Address ¶ Assessor's Parcel No. Dated comply with all current requirementsAthese regulations. .Si Ti r gna ture 1 .- c 3 671 i Date w/ P7J4. I . State License or Certificate NO. R t Subrnit to the Building Department with permit application. Form 78-101 .I . Attention Pl;nrg€%ty Owner: ' An "owner-builder" building*permit has been applied for in your name and bearing your signature. '\ Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building.pemit. No building permit will be issued until this verification is received. 1. 2. 3. 4. 5. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) I (have/have not) --+L-- signed an application for a building permit . for the proposed WOK . I have contracted with the following person (firm) to provide the proposed con- struc t ion : Name +* I Address City Phone Contractors License No. I plan to provide portions of the work, but I have hired the foliowing person to coordinate, supervise and provide the major work: Name .. Address s' City 4 Phone Contractors License No. I. Y I. .. _. I w' ___ -- provide some 3f -3 work but I have contracted' Chired) the following per- scxs to provide the -arx indicated: Nsrc 5 3re s s ,Phone Type of Work Q DEVELOPMENTAL SERVICES BUILDING DEPARTMENT March 15, 1984 SUBJECT: CHANGE OF ADDRESS 1200 ELM AVENUE (619) 438-5525 CARLSBAD, CALIFORNIA 92008-1989 This is to notify you that the following address change has been made: FROM: ALLAN K. tlacDOUGALL,! 4550 PARK DRIVE, CARLSBAD, CALIFORNIA 92008 TO: ALLAN K. r?acDOUGALL/ 1741 9RUCE ROAD, CARLSBAD, CALIFORNIA 92008 Copies of this notification shall be forwarded to the Carlsbad Post Office, County Assessor's Office, Pacific Telephone Company, San Diego Gas and Electric Company, Carlsbad Fire department and other city offfces. MARTIN ORENYAK Director/Building and Planning - MO:g1 cc: Carlsbad Post Office County Assessor's Office Carlsbad Fire Department Carlsbad Finance Department San Diego Gas & Electric Co. Pacific Telephone Co. ' Application for Grading Permit CITY OF CARLSBAD ENGINEER ING DEPARTMENT 1200 Elm Avenue 438-5541 Validation by Finance Department I Building Permit Plan Check No. I ac/d'.l , . e '* FOR APPLICANT TO FILL IN Site Address Surety Company 1 id 7" (r $onp No. Legal Description j%,Trf,,#, o~~or t SubdivisionFe , Date Filed Rec'd by Owner Phone Cash deposit Rec'd by Date filed Owner's Address - Surety Address /?t.,,,: rir,,. F 77/LI-'/--f/ gG3-?l? JCL~F~ )l'/rlc .hQc/6d~~ 443 c/- $S40 $ The followinq documents are reauired and shall become a Dart of the - grading permit when they are approved. Grading plans i Specifications Soil report Geologic Report Drainage structures ___ Other Compaction report I .z /.to5 5 1' "J S(y, /i3/& Grading Contractor Phone SPECIAL CONDITIONS WHICH ARE MADE P-f2 L y/-d 7- 72k-3ZZ7 A PART OF THIS PERMIT 1. Authorized hours of operation: 'Address *- ICiC* f%UiV-/LC e/? />C'{7'ROn& ' 7:OO AM to Sunset. Mondav - Fridav. 2, Haul routes are to be approved by City Engineer. density unless noted otherwise. I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with - .- Under City Code Sec. 11.06 170 this grading is: 0 REGULAR GRADING - City inspector will make inspections all City ordinances and State laws regulating excavating and grading, and the provisions and conditions of any permit issued pursuant to this application. 4 listed below. Signature of Permittee 0 CONTROLLED GRADING - Private grading engineer shall observe work, coordinate tests, make reports. I DATE I INSP. SIGNATURE I Owner or authorized agent I INSPECTION Y 1 Initial - site prep. I Ii ENVIRONMENTAL CLEARANCE - Date - (Ti -2 / Fall I .I tlH Log NO. I I I 97, & I Final - slopes planted 1 P.. .-. Y I I I -- I Private engr. cert. rec'd. I I I I Copies: White-Office; Green-Building; ; Permit Expiration date Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD 1