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Home My WebLink About2430 UNICORNIO ST; ; 80-144; Permit79-587 LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license Is in lull force and ef- fect. OWNER-BUILDER DECLARATION O I hereby affirm that I am exempt from the Con• tractor's License Law for the following reason (Sec. 7031.5.Buslness and Professions Code), Any city or county which requires a permit to con- struct, alter, Improve, demolish, or repair any structure, prior to its Issuance also requires the applicant for such permit to file a signed state- ment that he Is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that Is ex• empt therefrom and the basis for the alleged ex• emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars ($500). 0 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or of• lered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such Improvements are not Intended or of- fered for sale. II, however, the building or Improve- ment Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). :::11, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor"s License Law does not ap- ply to an owner of property 1•ho builds or Im-proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec.Ji ;/, ~ for this reason t,,• -rl.~ • ~ , Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-Insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Cod 1•oucY NO ~~ Y ~OMPANY ~ , ~~opy Is IUewlth the city. {'Certified copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM , WORKERS' COMPENSATION INSURANCE (This section need not be completed If the per• mil Is for one hundred dollars ($100) or less). I certify that In the performance of the work for which this permit is Issued, I shall not employ any p,vson In any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, alter making this Cer• tll!i;ate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ., •CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction len- '"n AnAnr.v fnr thA n,:iirfnrmAnrA nf fhA wnrk for CITY OF CARLSBAD-BUILDING DEPARTMENT APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 NO. JOB ADDRESS I I • .I ' 12139 1.ln~~rI"\iOI I _J I I I I I I I I I I I I OWNER OWNER'S PHONE Ba~taglia 223-1009 OWNER'S MAILING ADDRESS 1122 AJbion St. 1slr I BLOCk llED~d #.l 1 1AisI~;sIo2•;~~~~L ;· 5 1 I I DES:Mil.wlOSFD WORK w I ~NA ± l{~r, w ,AA,,(_ 7 CENSUS TRACT GP LAND USE ZONING AV. ST. DATE OF' APPLICATION BUS. LICENSE PERMIT NUMBER RD 10-19-79 ~c) Y... PRIME CONTRACTOR so -1 11 s & W Const -57tJ.SY7 CONTRACTOR'S ADDRESS 9950 canµ>~- DESIGNER le .,,.,..1ro 1 ;:i. _.c........ac:, .. ,...,.. DESIGNER' s Aii'DR"'Efs00 ... CONi'RACTORis7' PHONE A~n-~n~AI ~hl-hnqn ST ATE LICENSE DESIGNER'S PHONE ~hl -f;nqn PARKING SPACE 0 -~ .q l.:.u n /L-/ l RES. UNITS I #t >·~- l NUMBER ~TORIES Not V•lid Unlttss Machin, c.rtifi«J BLD$-~T6#!J ~,rl B~nf~;,;,,J i-G3 I STANDARD PLAN# I PLA79-Sf7 lTYPEz;S~~ l occ. LOAD l OTY. PLUMBING PERMIT MECHANICAL PERM IT AMT. -. ' .... 1.23 / _L EACH FIXTURE TRAP EACH BUILDING SEWER EACH WATER HEATER ANO/OR VENT EACH GAS SYSTEM 1 TO 4 OUTLETS INSTALL FURN. DUCTS UP TO 100,000 BTU ... ~-~ ---· 1-~ COAA=--/J$4<.• tLef?:. ~ <;,_.~ 0 ("°"SE ::Z & <r,/7-0 7,C-2-,o ! LBe 2-0f: ~ /n EACH GAS SYSTEM 5 OR MORE EACH INSTAL., ALTER, REPAIR WATER PIPE EACH LAWN SPRINKLER SYSTEM WATER SOFTNER Issue ~ OTAL PLUMBING ' CONTRACTOR _ CT ~ {t,,1tc TiliJ OTY. I ELECTRICAL PERMIT NEW CONST EA AMP/SWT/BKR ;)IP:>~ 1 PH .25 3 PH-, EXIST BLOG EA AMP/SWT/BKR 1 PH .25 REMODEL/ALTER PER CIRCUIT TEMP PO LE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) 3 PH /.S~ TOTAL ELEFfRICAL CONTRACTOR_ µ 0 T ::,(l l (( cnf,~ c:'.< U"-C/ ~~ AMT. J::7)~ -;7t;}O'!S'- ~ /Tl) -iQII.EA~G9MPReSSOR'"T6-30 HP VENT FAN SINGLE DUCT MECH EXHAUST -HODO/DUCTS RELOCATION OF EA FURNACE/HEATER Issue TOTAL MECHANICAL CONTRACTOR ,~OT <;°f(.,.(CjfvO OTY. MOBILE HOME PERMIT AWNING PORCH SET-UP RAMADA, CABANA FENCE OVER 6' TOTAL MOBILE HOME ...2_ .,..L /.Y-c=c 7 ? .. a.; :a ---39 AMT. a!:?}' - ~1~1t-+--------+---I DEEP AND D OLITION N OF VAJUATITN) r .&,l; !J_ BUILDING PERMIT '4 ,11 SIGN PERMIT ~().,,I PLAN CHECK~{) ~~l/3//' ALL INCLUSIVE PERMIT .l _J J TOTAL PLUMBING ELECTRICAL MECHANICAL MOBILE HOME SOLAR ·" l..,J_ -✓f" I f1rl' 0\PMf' MICO·FILM S?Vh -W?'/4... I. ,.uu,o TOTAL FEES PAYABLE 1 I ...1 l l I I I llX?. 'f7' ,1.:2,q. 'f'"?) n., , I _I • I _,__l_j Ki# ~ :..::._u • I ,AOt~-fV .~--. I ~V.'I 63.~~H, ~ j::: lrl 0.. Vl ~ I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED;TD COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE ~ CTURES OV 3~STORIE SA-,\) ~ -..li//&>f'~ fi}4Jj a;? OSHA PERMl~REOUIRE ONS OVER SCHOOL FEE'S: co~~~:c:_o~~ lA" -,,~ }Y" ~DATE OF THE GRANTING OF THIS PERMIT. APPLl\;J,.NT'S SIGNATURE. OWNERQ Ar-C"-IT ':,,<" ~ __,,~- SITE ADDRESS: , OWNER: PERMIT NO: g-o-llp-f FIELD INSPECTION RECORD INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR FOUNDATION • FORMS• SET BACK • TOILET UNDER FLOOR PLUMBING C ' .Cc c-_;::- UNDER FLOOR HEATING ' ; : ., OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING FOOTING• FORMS• SETBACK • TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL ' ROUGH RLUMBING ~ ... . ... ROUGl-t HEATINGI VENTIL.ATiNG t ~' < ' .__"'--., . FRAME OK·• ';'LACE INSUC:ATioN-·. INSULATION OK • PLACE WALLBOARD •}-" • WALLBOARU.OK • PLACE TAiaE,. ;. EXTER10R L)AT.H OK• PLACE STUCCO .. FIREPLACE ' -~ DAMPER 6: STEEL ~ PLATE TIES/HEIGHT OF CHIMNEY - OTHER T EMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING • PRE DECK ' • FENCE PREPLASTER SHOWN • FRAME ' I r-'\ • PAN IA '-j FINAL INSP BY Bt:DG DEPT 1 /Ill ~, T/l OTHER DEPT'S REQ COMPLETED I ELEC METER-PERM-TEMP GAS METER-PERM-TEMP l ' CERT OF OCCUPANCY ISSUED, u.. • ' ---~.,._ • ---,_ ....... .....-.............. --....-...... , .... 55f ... ,t ... , •• ..:....,., ... tr, ... '..,,,_,~ ):( $.~~M~~MIAIA~AA/;:JNJAAA,~.INJ~JA~~)( ~ ~~~ ~ ~ illrrtifirate nf ®rr1tpa11ry ; ~ ~ j CITY OF CARLSBAD ~ ~ ~~~~ ~ j This Certificate issued pursuant to the requirements of Section 306 ~~, ~ l of the Uniform Building Code certifies that at the time of issuance ~ 3 ,c: this structure complies with applicable ordinances of the City ~ regulating building construction use. »-~ ~ Use Classification Single Family Dwelling Bldg. Permit No. 80-144 ~ ~ Group _____ Type Construc tion _____ Fire Zone ______ U se Zone______ ~ .::g Occupant Load---=------:--:-------------:---:--::--:--:--.,-------::----::----,---~ ~ Owner of Buildin<J . Battaglia "Mdress 1122 Albion St·., San Diego ~ ~ Eluilding Address -2430 Unicornio Carlsbad, CA. 92008 ~ ~ " ~-~ ~ -------------------~ j -------------------===:========:=:===~=============--~ l ,oTE, ,,..,.,; •• ,, ., •• , ... •"'"~• ., •••• ~ )::t~'~W~WVWWWWW'V/W~~ ~WWWWWW~ffX _v._,..__,..... ., ,.. ~~~ INSULATION CERTIFICATION This is to certify that insulation -has b een in s talled in confo rmance wi t h the current energy regulations , California Admini s trative Code, Title 25 , State of California , in the building locate d at: S I TE ADD RESS 2430 Unicomio. La Costa . CA E XT E RIOR WALLS Owens -Corning and Ma n u fact ur er J ohns -Mansville -------'-------Thickn e ss/Type 3½" Friction CE ILINGS Owens-Corning and Ba tts : Manufacturer Johns-Mansville Thickne ss/Type ---------6" Kraft Bl o wn: Manufacturer ---------Thickness/Type --------- Wt ./Bag ______ _ Sq. Ft. Covered ------------ FLOORS , Manufacturer ------------Thickn ess/Type --------- GE NERAL CONTRACTOR LICENSE# TITLE DATE R-Value 11 --- R-Value 19 --- R-Value __ _ R-Value --- R-Value ·--- -------- INC . TITLE LICENSE # 221517 C-2 Pre side nt DATE . BUILDING DEPARTMENT DATERECEIVED ~&UILDING ADDRESS: OCT 1 9 1979 CITY OF CARLSBAD Boflding Department PLANNING DEPARTMENT 0 .\. l t.1NE V LOT SIZE LOT WIDTH ---~~---------------------- UNIT~ ALLOWED UNITS PROVIDED ------~-----------------\ PARKING SPACES REQUIRED PROVIDED ----------- % COVERAGE ALLOWED ---------~~~~{--PROVIDED _________ _ BUILDING HEIGHT ALLOWED :tJJ PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACK : ALLOWED ,J;_ PROVIDED======:r======= ~.'J J INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ADDITIONAL COMMENTS: OK TO ISSUE: ENGINEERING DEPARTMENT c·,f. D 1...i 73 (/ IZ7 /-i q JJ <7 7 pi;-(/.1-1/1 /ll:.Q''J>· ~(2.._ .._) 1 r / 0 0 / t7'-r R.O.W .'t>/2.ttm:·.JA>' INDUSTRIAL WASTE t) • IMPROVEMENTS·-=------'~-- SEWER CONNECTION tf)..__ .,,..."'----...__ DRIVEWAY LDCATIONS_~o~/f--________ _ {l(iQ'':;>. I /?.AR.Tl--!L\JO/l.f(.. GRADING PERMIT t;;>c:C£,(;.1> 100 c.,.y , EASEMENTS_.:_• --=-~ _____ DRAINAGE '5/f(Jl,{j LEGAL DESCRIPTION ___________________________ _ ADDITIONAL COMMENTS OK TO ISSUE: _ __.;;__:,_ FIRE DEPARTMENT SPRiliKLING SYSTEM ___________ FIRE PROTECTION EQUIP. ______ _ FIRE ALARMS EXITS _______________ _ : I:: T ;: :::N: :-MM-E N-T-S ----, .... , H-IR Elr-U-RE1r-1fA RD Alf T ft O OF RE OU IR f ll Cl ORD. # 8085-SEC. 3203 h U.B.C. OK OK TO FINAL. ______ DATE ____ _ , WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _ .____ . . "' . ' ... .. -hv-e. Ovo/,•~q,'-1. 0-i= 1~-ad +r ..f',,,d~ <A_V'-lv4s{~ol /4~/J , n . . ROBERT CHAN Civil Engineer 8624 CUY AMA CA STREET SUITE F SANTEE, CALIFORNIA 92071 TEL: (714) 449-5900 TIONG J. LIEM Engineering Geologist ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS, EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. Mr. Tom Battaglia 1122 Albine Street Point Loma, Ca. 92104 February 29, 1980 Subject Project No . 20B4(1) Addendum to Limi ted Site Investigation Proposed Residen tial Building Site for Mr . Tom Battaglia 2430 Unicornio Street Carlsbad, California Dear Mr. Battaglia : Reference is made to our Report of Limited Site Inve stigation, same project number as above, dated January 10, 1980. In accordance with your request, we have revisited s ubject property, mor e specj_fically referred to as Lot 53 of La Costa Meadows Unit No. 1, according to Map ther eof No. 6800 , in the City of Carls bad , State of California. The purpose of this visit was to obtain soil samples to determine the in-situ moisture content. The samples were tested i n the laboratory as more fu l ly described on page L-1 hereto. The r esults of the laboratory testing indica te that the soils on subiect property at a dep th of 2½ feet have an in-&itu moisture content of 31 .l i , and that the optimum moisture content of the same material as determined in the laboratory is 11 .5%. Please do not hesitate to cal l us if you have any que stions . 24613 Ad ressee (3) Attached : Page L-1 J o n Sarkal a (2) . . 'l'orn nattaglia 02/29/80 Page L-1 LABORATORY TEST RESULTS The maximum dry density and optimum moisture content of the fill materials as determined by the A.S.T.M . D 1557-70 method of compaction that uses 25 blows of a 10 pound rammer falling from a heig ht of 18 inches on each o f 5 layers in a 4-inch diameter 1/30 cubic foot c ompaction cylind er, are presented below : Soil Type Reddish brown c layey f ine to medium sand Depth of Sample (feet ) 2.5 Maximum Dr y Density (lbs ./cu.ft.) 121. 0 Optimum Moisture Conte nt (% Dry Weight) 11. 5 In-Situ Mo i sture Content (% Dry Weight) 31 .1 ALLIED GEOTECHNICAL ENGINEERS INC. -8624 Cuyamaca Street, Suite F, Santee, California 92071 ROBERT CHAN Civil Engineer 8624 CUYAMACA STREET SUITE F SANTEE, CALIFORNIA 92071 TEL: (714) 449-5900 TIONG J, LIEM Engineering Geologiot ;Ill REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS, EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. January 10, 1 980 Mr . Tom Battaglia 1122 Albine Street Pt. Loma, CA. 92104 Subject Proj ect No. 20B4 Limited Site Investigati on Proposed Residential Building Site for Mr. Tom Battaglia 2430 Un icorn i o Street Carlsbad , Calif ornia Dear Mr . Battaglia At you r r equest we have conducted a limited sit e investigation of subject property, which is more specifically referred to as Lot 53 of La Cost a Meadows Unit No. 1 according to Map thereof No. 6800 , in the Ci ty of Carlsbad, State of California. I n o rder to accompl ish this purpose, the undersigned visited the site , r e v iewed the t o pography and s i te cond it i o ns , and visually and texturally classified the surface and near -surface soils. 1. From the inspection, it was determined that : a. The natural topogr a phy of the general area may be des cribed as sloping gently i n a sou ther ly d irect ion. Grad ing had been a ccomplished i n the area to form level building pads, a nd existing r esidences were observed o n adjacent lots north and south of subject property. b. A level buil ding pad approximately 130' x 65' was observed o n s u bject property, and fill soils as much as 1 2 feet in maxi mum depth was encoun tered i n the southerly portion of t he property . I t i s o u r under standing that a soils report cove ring the lots with in this subdivision was made on July 7 , 1 97 0, and addendum July 15 , 197 0 by William G. Catlin, RCE 11579, under Project No. 7 0-4-IF of Benton Enginee ring , Inc ., a nd that subsequent grading and testing of fill soils on the l ots were done under the supervision of a soils e ngineer . Project No. 20B4 Tom Battaglia 1/10/80 Page 2 c . There were no evidence o f any loose fill soils dumped on the site subsequent to the grading of the pads. d. The upper soils encountered on the site consist of light tan clayey fine to medium sand similar to those in the general area considered to be highly expansive with respect to change in volume with change in moisture content. 2. It is our conclusion that the proposed development can be undertaken without failure or detrimental foundation movement occurring as a result of structural loads imposed upon the soils from the development as presently contemplated and without unduly infringing on the rights of those who control the adjacent properties and public rights of way if the conditions set f orth below are adhered to: a . In order to minimize the detrimental effects of the expansive soils on foundation and slab, it is recommended that the provi sions of Appendix III-H hereto be adhered to. b. If additional grading is to accomplished on the prope rty, it is recommended that the earthwork be accomplished in accordance with the provisions of Appendix I-90 hereto, entitled "Recommended Earthwo rk Specifications". c. It is recommended that safe allowable soil bearing value s as presented in the above-mentioned soils report prepared by Benton Engineering Inc. be u sed for design of foundation for the proposed structure. As an alternative, a safe allowable soil bearing value of 1,000 pounds per square foot as presented in Table 29-B of the Uniform Building Code for clay may be used. d. It is further recommended that the residence be constructed in strict accordance with the approved plans and applicable regulations, except where our recommendations contained in para 2(a) to (c) above are more stringent. There are no items, other than those mentioned a bove, considered detrimental to the construction of residential structures. Appendices I-90 and III-Hare parts of this report. 24613 ALLIED GEOTECHNICAL ENGINEERS INC. -8624 Cuyamaca Street, Suite F, Santee, California 92071 ROBERT CHAN Civil Engineer CB ~l!J u ~ cg mrnu cg CDCb 8624 CUYAMACA STREET SUITE F SANTEE, CALIFORNIA 92071 TEL: (714) 449-5900 APPENDIX I -90 RECOMMENDED EARTHWORK SPECIFICATIONS UaJlB~ TIONG J. LIEM Engineering Geologist 1. General Description. The objective is to obtain uniformity and internal strength in filled ground by proven engineering procedures and tests in order to provide a safe foundation support for the proposed structures. The procedures include the clearing and grubbing, removal cf existing structures, preparation of land to be filled, processing the fill soils, filling of the land, and the spreading and compaction of the filled areas to conform with t he grades and slopes as shown on the approved plans . The owner or his authorized agent shall retain a qualified Soil Engineer (herein referred to as Engineer) to inspect and test the filled ground during placement to verify its uniformity of compaction to the specified 90 percent of maximum dry den- sity. The Engineer s hall advise the owner or his agent and the grading contractor immediatel y if any unsatisfactory con- ditions are observed to exist and shall have the authority to reject·the compacted filled ground until the necessary correc- tive measures are taken, in order to comply with the project specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. 2. Cl earin g , Grubbing, a nd Preparing Areas to be Filled (a) All structures, any vegetation not utilized in landscaping and oth er biodegradable refuse shall be piled and removed , or otherwise disposed of as to leave the areas t o be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground. shall be removed unless the r eport recommends otherwise. Any unstable, soft, swampy, or otherwise unsuitable areas shal l be corrected by draining or removal , or both. (b) Any septic or other buried tanks, if encountered, and debris must be removed from the site prior to any building, grading or fill operations. Septic tanks, including all connecting drain fields and other lines, must be totally removed and the resulting depressions properly reconstructed and filled to the complete satisfaction of the Engineer . Appendix I-90 Page 2 of 6 (c) All water wells on the site which are to be abandoned shall be capped in accordance with the regulations of the San Diego County Health Department. The strength of the cap shall be at least equal to the adjacent soil. The final elevation of the top of the well casing must be a minimum of 36 inches below the lowest adjacent grade prior to any grading operations. (d) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches, and until the surface is free from ruts, hummocks, o r other uneven features which would tend to prevent uniform compaction by the equipment to be used. (e) After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with the A.S.T.M. D1557-70 method which uses 25 blows of a 10 pound rammer falling 18 inches on each of 5 layers in a 4-inch diameter 1/30 cubic foot cylin- drical mold. (f) Where fills are made on hillsides or exposed slope areas, with gradients greater than 10 percent, horizontal benches shall be cut into firm undisturbed natural ground in order to provide both lateral and vertical stability (refer to Figure 1). This is to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the elevation of the toe stake placed by the surveyor. The Engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope. 3. Materials and Special Requirements (a) The fill soils shall consist of select materials free from vegetable matter , and other deleterious substances , and shall not contain rocks or lumps greater than 6 inches in diameter. Thi s may be obtained from the excavation of banks, borrow pits or any other sources approved by the Engineer and by mixing soils from one or more sources. If excessive vegetation, rocks or soils with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as directed by the Engineer. ALLIED GEOTECHNICAL ENGINEERS INC. -8624 Cuyamaca Street, Suite F, Santee, California 92071 Appendix I-90 :Page 3 of 6 (b) Placement of oversized rock (larger than 6 inches in di- ameter) shall be performed under the supervision of the Engineer. Figure 2 schematically illustrates some of the areas where oversized rock may be placed. No rocks will be allowed to "nest" and all void spaces must be carefully filled with gravel and/or earth, and properly compacted. (c) If, during grading operations, soils are found which were not encountered and tested inthe preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil report not covered herein shall become an addendum to these specifications. (d) The testing and specifications for the compaction of sub- grade, subbase and base materials for roads, streets, highways, or other public property or rights-of-way shall be in accordance with the standards of the governmental agency having jurisdiction. 4. Placing, Spreading, and Compacting Fill Materials (a) When the moisture content of the fill material is below that specified by the Engineer, water shall be added in the borrow pit until the moisture content is near optimum to assure uniform mixing and effective compaction. (b) When the Tfloisture content of the fill material is above that specified by the Engineer, resulting in inadequate compaction or unstable fill, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. (c) After processing, the suitable fill material shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall _be spread evenly and shall be thor- oughly mixed during the spreading to ensure uniformity of material and moisture in each layer. (d) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not l ess than the den- sity set forth in paragraph 2 (e) above. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-rollers, or o ther approved types of compaction equipment, such as vibratory equipment that is specially designed for certain soil types. Rollers shall be of such design and maintained to such a level that they will be able to compact the fill material to the specified density. Tamping feet of sheepsfoot rollers shall be maintained such that the soil will be compacted rather than s heared by the roller. Rolling shall be accomplished while the fill mate- rial is at the specified moisture content. ALLIED GEOTECHNICAL ENGINEERS INC. -8624 Cuyamaca Street, Suite F, Santee, California 92071 Appendix I-90 Page 4 of 6 Rolling of each layer shall be continuous over its entire area and the rollers shall make sufficient trips to insure that the specified density has been obtained. Rolling shall be accomplished in a planned procedure such that the entire areas to be filled shall receive uniform compactive effort. (e} The surfaces of the fill s lopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable as determined by the Engineer and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by back- rolling the slopes in increments of 3 to 5 feet in eleva- tion gain or by other methods producing satisfactory re- sults. (f} Field d ensity tests shall be taken for every two feet in eleva- tion gain, after compaction, but may be taken at more frequent intervals (less than 24 inches in elevation gain) if required by the Engineer. The location of the tests in plan shall be so spaced to give the best possible coverage and shall be taken no farther apart than 100 feet . Test s shall be taken on corner and terrace lots for each two feet in eleva- tion gain. The Engineer ma y take additional tests as con- sidered necessary to check on the uniformity of compaction . Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface . No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. (g} The fill operation shall be continued in six-inch compacted layers as specified above, until the fill has been brought to the finished slopes and grades as s hown on the approved grading plans. 5. Inspection. Sufficient inspection by the Engineer shall be maintained during the filling and compacting operations so that he can verify that the fill was constructed in accordance with the accepted specifications. 6. Se asonal Limits . No fill material s hall be placed , spread, or rolle d if weath0r conditions increase the moisture content above permissible limits. When the work i s interrup t ed by rain, fill operations shall not be resumed until field tests by the Engineer indicate that the moisture content and density of the fill mate- rials are as previously specified. 7. Limiting Values of Non-expansive Soils. Those soils which expand 3.0 percent or less from air-dry to saturation under a unit load of 150 pounds per square foot a r e conside red to be non-expansive. 8. All recommendations presented in the attached report are a part of these spec ifications . ALLIED GEOTECHNICAL ENGINEERS INC. -8624 Cuyamaca Street, Suite F, Santee, California 92071 topsoil and/or disturbed natural ground to be stripped in accordance with t he Soil Eng ineer's recommendations COMPACTED FILLED GROUND original ground surface V Slope Rat io: Horizontal(H) Vertical(V) slope to be such that sloughing or sliding does not occur N O T E S ~"t~ C -!O a~~ ~~fu-1 varies ~ m-w - rsee note no 3 1. Keys or benches are required where the natural slope is steeper t han 10 hori- zontal to 1 vertical, or where specified by the Soil Engineer. 2 . The outside edge of the bottom key/bench shall be below topsoil, or loose surface natural soils. 3 . The minimum width of the key/bench shall be two feet wider than the grading equip- ment , but in any event shall not be less than ten feet. see note no 2 Figure 1 ALLIED GEOTECHNICAL ENGINEERS INC . APPENDIX I :i,, 'tl 'tl tij z t, H ::< H 'tl Ill I.Q Cl) Ul 0 Hi °' minimum soil cover on slope sur face i s 2 ' var i es from l½ min . street o uf 01 i Lorig i nal g r ound sur face L E G E N D □ Compac t ed f i lled g r ound ; no oversize rock in t h i s area . ~ ~ May place oversize rock in thi s a r ea ; t he boul d ers shoul d be surrounded by sufficient fine grained ma t e ria l s to o btain proper c ompaction and t o avoi d "nesting ". ~ Natural soils N O T E S 1 . No rock may be placed with i n 4 feet below f i nish g r ade or within antic i pated depth of utilities, wh i chever is deeper . 2 . No rock greater than 4 feet in maximum dimension may be used in the over size rock fill . 3 . Rocks greater than 2 feet in size should be completel y surrounded by properly compacted soils such that no "nesting" occurs . Figure 2 ALLIED GEOTECHNICAL ENGINEERS INC. APPENDIX I ;r:, "O "O tx:l z t:, H X H "O QI 1..0 (1) O'I 0 Hl O'I (D(1(10(3[!) ROBERT CHAN Civ!I Engineer 8624 CUY AMA CA STREET SUITE F SANTEE, CALIFORNIA 92071 TEL : (714) 449-S900 APPENDIX III-H TIONG J. LIEM Engineering Geologist RECOMMENDED FOUNDATION AND SLAB DESIGN SPECIFICATIONS HIGHLY EXPANSIVE SOILS For soils that are highly expansive with respect to change in volume with change in moisture content, there is no economical way to abso- lutely prevent movement if there is a change in soil moisture con- tent. Insofar as it is practicable, a stable soil moisture content should be established and maintained throughout the life of the structures. It is usually not practical to maintain a completely stable moisture content. Therefore , in order to minimize the un- desirable effects of the expansive soils on the structures, if these soils are placed or allowed to remain within the upper three feet below finish grade, it is recommended that the following special precautions be exercised in design and construction of slabs and foundations . a. Avoid the u se of i solated interior piers where possible. Con- tinuous interior and exterior footings should be used through- out and these should be placed at a minimum depth of 2 feet below the lowest adjacent exterior final ground surface . b . Reinforce and interconnect continuously with steel bars all in- terior and exterior footings with one #5 bar at 3 inches above the bottom of all footings and one #5 bar placed l ½ inches below the top of the foundation stems for frame floors or top of slab for slab-on-grade construction. c. Insofar as practicable, maintain the moistur e at 1 to 4 percent greater than optimum in the soil below the building to a depth of 3 feet below finish grade prior to placing concrete. It is to be noted that large amounts of moisture should not be added immediately prior to placing the concrete. This will result in expansion of the soil against the uncured concrete which could cause some damage. d. In buildings where it is practical to permit independent move- ment of slabs with respect to foundations , such as in garages and warehouses, these slabs should be separated from the foun- dations by ½-inch thickness of construction felt or equivalent. Especial care should be exercised to assure that the separation e xtends to the fu ll depth of the thickened edges of s l abs and that door stops attached to the building clear the slabs by at least one inch. APPENDIX III-H Page 2 of 2 e. Use raised self-supporting floors that span between continuous footings or reinforce all concrete slabs on grade with 6x6- 10/10 welded wire fabric. f. Provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slabs in areas that receive flooring which might be adversely affected by cap- illary moisture. As an alternative, if the project loan is to be guaranteed by the F.H.A., provide 4 inches of gravel overlain by a moisture barrier which in turn is overlain by 1 inch of sand under con- crete slabs on grade. g. Provide positive drainage (minimum 2 percent) away from all peri- meter footings to a horizontal distance of at least 5 feet out- side the building perimeter. ALLIED GEOTECHNICAL ENGINEERS INC. -8624 Cuyamaca Street, Suite F, Santee, California 92071 I ' ' _,• 6/28 /78 LEU CAD I A COUNT Y WAT ER DI STRICT APPLI CATION FOR SEWER SERVIC E Own er's Name ____ w Batta.gli...._ ______ _ Phone No. 223 1009 Mailing Address l122 Alb i on--5.treat_ San Diego_. CA 92106 Service Addre ss : -----"U_._._N...,,.,ICOBNllLSIREE.L ____ _ Tract Descript ion: lot 53, Meadows #l ·· .AG ses sot· • s Pa re e 1 No. ~Z~l_S_-·_2s~o-· -~□~~,..._,, --------,- ~. ! Typ~ -ef Building Sin Q_le Famil y'· ~o. Uni.ts , j ~• Connec tion Fee $ 600 .00 • • • l.ater·al Si ze : ·411 • 611 ' 811 Saddl e · Eas em.~nt Connection (pre-pd 200.00) Extra Footage: __ @$ ___ Extra Depth: ___ @$___ 400 .00 Amoun t Rec'd Ck . No/Cash Dat e Rec'd By $ 400.00 7268 9-7-79 J. g .. Lateral Fee ' Prorated Sewer Service Fee Total $ 600 .00 The application must be signed by the owner (or his authorized representative) of the property to be,served. Th e total : charges must be paid to the District at the _ time the application is submitted.: • If a service lateral i s required, it wiH .be i·nstalled by the Leucadia County Water District. The service lateral ,s that part of the sewe~.system that extends from the main collection line in the street (or easement) to the point in the st reet (at or near the applicant's property line) where the service lateral is connected to the appli cant's building sewer. The applicant is responsible for the construction> at the applicant's expense, of.the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in.the.street (or easement) where a connection is made to the service lateral . • • The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations ; and IT MUST BE INSPECTED AND APPROVED BY TH E DI STRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT , OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fisca~ year. There will be no additional fee or refund i f service actually comnences on a different date. For succeeding fiscal years , the sewer service fee will be colle_cted on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above to the conditions as stated. rt:;... )l_. W 2i?f ~nature information given is correct and agrees '1-7 /97", 10201 Date Account No. 1200 ELM AVENUE CAALSBAD, CALIFORNIA 9200B Building Department Qtitp of <!arlsbab RESIDHITIAL ENERGY DESIGN CERTIFICATION TELEPHONE: (714) 729-11B1 • Permit No. 1 1 --6°81 Issue Date. -------- CERTIFICATE .OF.. .Ca11~LINJCE Willi aJERGY COHSERVfil:ION DESIG(1 HEQUIREMENTS CONTAINED IN ARTICl£ 1, PART 6, TITif 24, CALIFORNIA AD'-1. CODE I , t\A.l k£ W H rtt -OG K , here by c er t i f y t h a t I am fa mil i a r with the state energy -conservation standard~ mandated in CAC Title 24, Section T20-140l through T20-1406, and that the plans and other documents submitted in support of the application for a bu i1 d i n g perm i t at c} 1: ?> 0 U N l C. 0 R.. 1-..h 'o Address . ~I ~ -~So -o~·- -=-----:---=-----,:--,-----' Assessor's Parcel No. Dated comply with all current of these regulations . . Signature Title tal~--n,e ( Architect, Engineer, Contractor, Other.) State License or Certificate No . __ "3_....:.l)_'(..___~;:__'-t.....__:).c.-_____ _ Date 2.. --/ -~ 0 • . ~;:t?~l Submit to the Building Department with permit application. ' I Form 78-101 ) \