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Parcel Map 19582-1 Soil Report
. � � .. ti. .- � (.. � j��ti � t fi �li"' � � 50iL TECH �nsultanfal ���Y Inspect qn'& Test'��ng I ,....,' Grading Report,.%�/ Compact.ion TestS.ng � �__... .JE.f-���z�5.0 Il L�u s i n e s s P a r}c 1 �.....�.- ParCel Map 195F3u-1 _ Project Numher : 1460-C-85 �' ,i��-.� � ,�} , l�:'.' �, ( f�.._- „_,y ;t�� .� ::� , . , �.�' _ _f_-_: '� �r. L�.-�} r.�s ;�.� — _. - _ . �t_. 3U�,J t-:1 _.., f r� ��, ,f Prepared for : ,Jefferson Business Paz�}c , Inc . 2r715 .7effersan Ave . , Suite 202 Temecula , CA 92390 .. e. r 40t �f P�` . ��TE . �hls • K��� � . �,R,t.i�T Bt� tlU�`c� �.rdd It ls un1�y ti� 2►Iter'atM�� c1��r�����1on frnm �� � pr�+9 and safety• v` dltions m►�" �ite con tn�q�tor. plstrict �'n��to iP�rr'�t� �{ru w, r, . , c? 'y=' " �', � � '� m 27715 Jefferson Avenue, S�jit�(�? 104. �T�rraeeu� 'Califomia 923�G • (714) 67b-2745 � cf� � a re � n d •..� ,. � _ Y , �T 1 ( � 1 �1����� Geotechnlcal ���y Soil Engineering ConsultanTs Inspection&Testing F�bruary' 4 , 1986 .Tefferson Busa.ness Paa�k , Inc . 27715 .7efferson Ave . , Suite 202 Temecu].a , CA 92390 ( 714 ) 67G-�7.31 Regaxcling' : Grading Report I Compartion I'esti��f; ,Jefferson Busa.iiess I'arlc . Parcel ?iap .195.82--1 ' Project Numbe� : 1460-C-85 1 . 0 Froposed�Developmen't 1 . 1 The development praposed is repr�sented to be light industria�/cammexciaJ. stz�uctures of cancrete t9. lt up design . 2 . 0 Sco�pe_ofTWork . 2 . 1 The Preliminary Soils InvPstigation , dated Sep�ember 30 , +� 1983 , performed by Pioneer Co�asultants , was referenced .+ concerning site recommendations . Our test locations are plotted over the grading plan supplied by Hawkins , Robertson , and Assoc . The attached Exhibit II represents the resul�s of Pield densa.ty tests �aken by a representative of this firm at the ].acati.ans indi.cated on th� Compaction Test Report Site Plan ( Appendix C ) . 2 . 2 The grading operation was performed .by Ran Varela & Cnmpany , through the use of one D-8 track n►ounted dozer , two 824 rubber tire dozers with onP sheepsfoot and a hee--gee , three water trucks , two motorgraders , six 623 Cat self loading scrapers , and up to twenty bottom dump �rucks . `7715 Jefferson Avenue, 5uite 109 • Temecula, California 47390 • (714} 67b-2745 - v �ri � =� � � � �+ , . :� � � .7efferson Business Park 1?rajec� Numher : 1460-C-85 Page 2 2 . 3 The grading operation w3s completed in two phases . The l�igh ground Uetween Je,Pferson Avenue and the Wildomar �au] t zane was overexcavated and dPep r.ipped tn achieve a three ( 3 ) foot Comp�tCted mat as the first pit�tse ( SP.P. Site Pl�tn ) . The second phase consisted -of the importation and compact' ion of fill material from five diPferent off �-site areas to fill the westerly pnrt�on of the sitn .. The appraximate depths of fill are given on the fol �awing table . LOT_NO�S DEPTHrOF_F,ILL . LOT_NU�S DEPTH_OF_FILL 1-5 3 FT DVEREX 15 4 . 5 TD 7 . :i 6 7 . 2 TO 8 . S 16 5 . ' TO 8 . 5 7 6 . 7 Tp 8 . 9 1.7 7 . ]. 'T'0 9 . 6 � 7 . 2 TO 8 . 7 18 f� : 1 TO 10 . G g 6 . 8 TO a . 2 19 9 . 9 TO 10 . J lq 7 . 7 TO 8 . 7 20 $ . 2 TO 10 . 7 11 7 . 7 TO 9 . 9 21 7 . 3 TO 10 . 4 12 6 . 6 22 5 . 6 TO 9 . 1 13 2 . 9 TO 7 . 7 23 5 . 3 �'0 7 . 5 14 5 . 3 TO 6 . 4 24 5 . 2 T0 6 . 6 �S I 2 . 4 Compaction was accomp].ished by placement of fi11 material in depths of 6 to 8 inches to a maximum height of 11 feet , on the west sidP of the �X'O� P.Ct . 2 . 5 All fill slopes were keyed and benclied intv firm ►iative soils . Heavy discing prior to ths grading precludeci stripping of the sparce vegetation or surficial native soils . Subsoils to receive fi] 1 were scarified -a minimum of 6 inches belaw the exposed surface , moisture conditioned and recompacted to a minimum of 90 percPnt af the relative maxim.um density pote►�tial , in accordance with Riverside Caunty Standard 457 . Soil Tech I.aboratorles % . 1 � � ' �- Jefferson Business Park Pra�ect Number : 146Q-C�a5 Page 3 2 . 6 Fie1d compaction testing was performed in accordance wi�th ASTM--D-1556-7Q . Labvratory "Proctors " (Maximum 17ensi. ty `- Optimum Moisture Cantent Relationships ) , were performed in aCcordance with ASTM-D-1557 . A moce detailed aCcount of compaCtion test res�ilts a�id -d�iily field oper•ati. ons can be found nn the dai. ly field en�ineer.ing reports , ( Appe��dix E3 ) , 4 . 0 Conciusions ' 4 . 1 Laboratory and field testing results indicate relative densities greater than 9D p�rcent w� thin the referenced par. tions o� th� site . The gradi,ng operztio►Ys hav� been perPormed in accordance with accepi;ed engineering principles and pract�cPs . This report is issued wa. th the und�rs�andi.ng tli�t i. t is L-1�� respnnsib.ility of the owner , or his ai.ttl�orized re�.�rc:senL-ztivc , to insure that the information contait7ec] l�erei�y is brought to the attention of the archii�eci and thc project engin�er . The findings and recommendat.ians expressed in this report are based on field labora�oz•y testa.ng perFormed durin}� 1:17e gz-adin� opera�ions a�id no warranty is eYpressed or .implied over items beyond the direct representatians of this report . Thank ynu for tlie opportunity to provide this i-eport . Please direct any questions to this otfice . Respectfully , - SOZL' TECH LABORATORIES . '` � . f , `�� �� Elliott Uhrich Anthon� V . F'olo RC� 2203]. Operat�vns Manager EU/AVP/clm Soll Tech I.aboratorles E r . �._ JefPerson Husiness Park Project Number : 14G0-C-85 Page 9 EXHIBTT I SiIMMARY OF MOISTURE UENSITY RELATIQNSHII'S AST��i-U-1557-70 ' Test No : ___Sam�le_Descri,ption�_��______�_�T___Max_IJe�isity_____Opt_Mois�,. 1 . Dark Brown , fine to medium sand with si.lt and tracr. clay : ( SM } 1x4 . 3 1� . 6 2 . Dark Brown , silt witl� Fine to m�:dium sand . ( OL ) 122 . 8 1f7 . 7 3 . Grey , silt with fine �o medium sand . ( �L ) 110 . 0 :17 . 1 4 . Tan , fine to medium sancl with si .lt . ( SM) 126 : 1 9 . 0 5 . Green Brown , fine sands with sz1t . ( SM) 12� . 5 9 . 7 6 . Brown tv Grey , fi,�ie io med �um sand wa.th clay . ( SC ) 131 . 6 i . J 7 . Brqwn , fine ta co�rse sand with clay and trace silt , ( SC ) 126 . 5 11 . 2 S . �rown , ;Pine . to caarse sand with Pines . ( SM/5C ) 128 . 2 10 . 7 . a� r 9 . i,ight Brown , fine to medium sand with Clay . ( SC) J.31 . 9 8 . � 10 . Dark Brown , fine to coarse sand with clay . ( SM ) 122 . 0 11 . 5 11 . Black Brown , fine to medium sand wi,th si1t . ( SM) 125 . 0 10 . 8 �,2 . Light Brown , fine to coars� sand w�th clay and siXt . ( SM/SC ) 11S . o 13 . 2 Soll Tech Laboratories � ,. ' T K. Jefferson Business I'ark Project Number : 1460--C-8� Page 5 r}{HIBIT II SUMMARY OF �'TELD D�NSTTY RELATIONSI•lIPS ASTM-D-1556-70 Deptll Moist . Dry Rel . Req , ar Cont . Dei7 . `� Max . Soil � � No . 'I'est Locatian_�_EJ,ev , a I'CF Com ben , T �e Com r_._.. - - -----------°_.�-�._�. �_�__.-�._._����:T���_.����___..._--�._..�- 1 . Lo� 5 N side Base 9 . 3 103 . 2 9D . 3 114 . 3 1 90 2 . S.ot 5 S side B�se 10 . 9 1�� . 2 91 . 2 114 . 3 1 90 3 . Lot 5 E si.de +2 Ft . 11 . 3 105 . 2 92 . 0 ]. 14 . 3 1 gp 4 . Lot 5 W side +2 Ft . 10 . 3 9G . 7 a9 . 6 119 . 3 1 90 5 . Retest #9 +�2 Ft . 10 . 1 103 . 9 J0 . 9 114 . 3 1 90 6 . I,ot 3 NE Corner �ase 1D . 0 103 . 4 y0 . 5 114 . 3 1 90 7 . Lot 3 SE Corner Base 12 . J 103 . 7 J0 . 8 114 . 3 1 90 8 . Lot 3 NE si.de +2 Ft . 11 . b 103 . 2 90 . 2 114 . 3 ] 9D 9 . Lot 3 SE si.de +2 Ft . 12 . fi 104 . � 91 . 3 119 . 3 1 90 10 . Ln� 3 N s.ide Base 9 . 8 105 . 0 91 . 9 114 . 3 1 9� 11 . Lot 3 S side Base 11 . 0 103 . 7 90 , 7 17.4 . 3 1 90 12 . Lot 18 S side Base 9 . 0 103 . 9 90 . 8 114 . 3 1 90 13 . Lot 6 center Base 10 . 5 102 . 9 90 . 1 114 . 3 ]. 90 14 . Lot 2 E sid� Dase 10 . 0 94 . 6 82 . a 114 . 3 1 9� 15 . Go� 1 N side Base 8 . b 93 . 3 II1 . 6 114 . 3 1 9p 16 . Retest #14 Base 12 . 6 103 . 9 90 . 9 7. 14 . 3 J 90 17 . Retest #15 $ase 10 . £3 104 . 2 91 . 2 114 . 3 1 JO 18 . Lot 1 N� side +2 Ft . 7 . 4 103 . 7 90 , 7 J. 19 . 3 1 90 19 . Lot 2 S side +2 Ft . 11 , 3 104 . 6 91 . 5 114 . 3 1 90 20 . - Lot 3 centier +2 Ft . 11 . 0 104 . 2 J1 . 2 11g . 3 1 90! '� 21 . Lot 3 N s.ide $ase 10 . 0 110 . 9 90 . 3 122 . � 2 90 22 . Lot 4 W side Base 12 . 5 11G . 7 95 . 1 122 . 8 2 90 23 . Lot 4 N side +1 . 5 rt . 1a . o 102 . 9 90 . 1 114 . 3 1 90 24 . Lot 4 S� side +1 . 5 Ft . 13 . 2 105 . 5 92 . 3 114 . 3 X 9b 25 . Lot 2 N side Base 13 . 9 r14 . 1 92 . J 122 . F3 2 90 2G . Lot 1 N si,de �ase 14 . 1 111 . 7 91 . 0 122 . 8 2 90 27 . Lot 1 S side +2 Ft . 11 . 4 112 . 5 91 . 6 122 . 8 2 90 28 . Lo� 2 W side Base 9 . 4 110 . 6 9p . 1 122 . 8 2 JO 29 . Lot 1 NW side Base 12 . G 111 . 3 90 . F 122 . 8 2 9p 30 . Lot 2 NW side +�, . 5 Ft . 13 , 0 17. 2 . 1 91 : 3 122 . 8 2 �0 31 . Lat 1 NW side +1 . 5 Ft . 11 . 0 111 . 7 90 . 9 122 . 8 2 90 32 . I�ot 19 +2 pt . 1D . 1 110 . $ J0 . 2 122 . 8 2 90 50117ech I.aboratories � - ' ti Jefferson Busin�ss Park Pro�ect Number : 1460-C--85 . Page 6 EXHIBIT II SUMMARY pF FTT:Lp UENSITY C{ELATIONSHIPS ASTM-D-1556-70 qepth Maist . Dry Rel - 1�eC! •_ or Cont . DFn . � Max . Soil � No�__Test�I,ocation___Elev .__�,�__ro_T__�_PC�'�__��_Com�^__Den . __T��7e___Com�� 33 . N of Lat 19 •F4 Ft . 12 . 0 104 . � 91 . 2 114 . 3 1 J0 34 . �.a� 7 Base ] 0 . 6 114 . 9 92 . 3 124 . � 5 90 3;i . Lot 9 Rase 11 . 6 114 . 2 91 . 7 12�� . 5 5 �(1 36 . T,ot 11 Base ].2 . J 115 . f3 93 . 0 12�1 . :i :i 90 37 . Lot 1G Bc�s� 13 . G I 20 . 5 9;i . G 126 . 1 �� 90 38 . Ln'k 1�� Eiase 8 . 2 112 . 3 JO . 2 12�� . 5 .i ti0 39 . Lot 18 13ase 8 . F3 11 ] . 9 90 . 0 124 . :i 5 90 40 . Lot 23 Base 13 . 0 1 ]. 6 . 7 J2 . 5 126 . 1 =� `-��� 41 . Lot 21 Base 9 . 1 ]. 11 . 8 90 . D : 12� . 5 � JO 42 . I,ot 22 Base J . 5 113 . 1 90 . f3 �24 . 5 � 9� A3 . N of Lat 22 +2 Ft . 7 . 9 103 . 4 t34 . 2 122 . t3 2 90 44 . N of S.at 20 +2 I't . B . 2 ].05 . 3 8� . 8 122 . E3 2 9U 45 . N of Lot 23 +2 Ft . 11 . 5 1U4 . 0 84 . r ]. 22 . 8 2 JO 46 . Retest #43 +2 Ft . 9 . 0 107 . 4 8E3 . 0 122 . �3 2 90 47 . Retest #45 +2 Ft . 7. 1 . D 110 . 8 9Q . 2 122 . 8 2 JO �8 . Retest #44 +2 Ft , 11 . 4 111 . 5 J0 . 8 122 • �3 2 9� 49 . Retest #46 +2 Ft . 10 . 5 111 . 9 91 . ] ].22 . 8 2 J� 50 . Lot 17 +2 Ft . 7 . 5 110 . 0 SB . 4 124 . 5 5 90 51 . Lot 15 +2 Ft . 7 . 0 105 . 6 84 . 8 124 . 5 5 90 52 . Retest #50 +2 Ft . t3 . 0 112 . 6 90 . 4` 124 . � 5 90 53 . Retes� #51 +2 Ft , 10 . 2 113 . 2 9a . 9 124 . 5 5 JO 54 . � Lot 16 +2 Ft . Ei . 2 112 . 7 90 . 5 12� . 5 5 9D. '` 55 . I,ot 20 +�2 Ft . 9 . 5 112 . 5 9d . 4 124 . 5 5 90 56 . Lnt 11 +� Ft . 11 . 0 117 . 5 94 . 4 124 . 5 5 90 57 . Lot �2 +2 Ft . 10 . 5 114 . 5 9J, . 9 124 . 5 5 90 58 . N oP Lot 22 +3 �'� . 12 . p 112 . � 91 . 5 122 . 8 2 90 59 . NE of Lot 20 +g Ft . 13 . Q 111. . 7 91 . 0 122 . 8 2 90 60 . Lot 5 �3ase 12 . 0 116 . 3 93 . 8 122 . 8 2 90 G1 . Lot 5 Base 11 . 0 111 . 0 90 . 4 122 . Ei 2 9� 62 . Lot 4 Fin Grd 15 . 0 104 . 5 91 . 4 1.14 . 3 1 90 63 . Lot 3 Fin Grd 14 . 5 105 . 2 92 . 1 11A . 3 1 90 64 . Lot 1 Fin Grd 7.� . 2 103 . � 90 . 1 114 . 3 ]. JO 65 . T.ot 2 Fin Grd 13 . 4. 104 . 0 �J1 . 0 1. 14 . 3 1 h0 �� , �,o� �# --2 �ase 15 . 0 11 J. . 5 97 . 0 114 . 3 1 90 Soll 1'ech Laboratorles � Y ' � ` Jefferson Business Park Pro j ect IVumber : �.460--C-F35 Page 7 EX}IIBIT�II , SUMMARY OF rIE[�D DENSITY RELATIONSHZPS AS'I'M-D-1556-70 pepth Moist . Dry K� 1 . R'-'�. p� Cont . Den . � Max . 5oi1 � No , Test I.acation Elev . � 1'CF ___�_Comp�__Den__�T�pe___ComP, 67 . Lot 1 Fin Grd 16 . � 106 . 4 93 . 1 114 . 3 1 9� 6�3 . I.ot 24 •F3 Ft . 10 . 5 117 . 2 92 . 9 126 . 1 4 `�� 69 . Lnt 13 +3 Ft . 8 . 0 103 . 9 83 . 5 124 . 5 5 9b '70 . Retest #69 +3 Ft . 10 . b 112 . 7 90 . 5 12�k . 5 � ��� '� � , [,at 22 •}4 Ft . 10 . 2 117 . 0 93 . 9 12�1 . 5 5 9Q 72 . Lot 3 Fin Gz'ad 13 . 0 1Q5 . 4 92 . 2 1 �.4 . 3 1 �0 73 . Lo� 2 Fin Grad 10 . 0 102 . 3 90 . 0 114 • 3 1 `�� 74 . Lat F3 +� I'� . 10 . 0 115 . 1 92 . 4 12�1 . 5 5 �)() 75 . Lat la +-4 Ft . 10 . 0 1J.4 . G 92 . 0 : 124 . � � •`)0 76 . Lat 18 +4 Ft . 10 . 2 114 . 8 • 92 . 2. 12A . 5 5 90 77 . Lot 1G +4 Ft . 12 . 0 117 . 8 93 . 4 126 . J 4 gd 78 . Lot 12 +� Ft . 1J. . 2 115 . 7 91 . 8 126 . 1 •'� J� 79 . Lot 20 +4 Ft . 10 . 5 116 . 2 93 . 3 124 . 5 5 90' $0 . Lot r0 +4 Ft . 13 . 0 116 . 0 92 . 0 12C . 1 4 �� 81 . Lot 13 +5 Ft . 13 . D 120 . 4 95 . 0 126 . 1 4 90 82 . Lo� 11 +5 Ft . 12 . 0 115 . 2 91 . 4 12f . 7. 4 9U 83 . Lat 24 +� �'t . 12 . 5 11G . 0 92 . 0 126 . 1 4 90 gq , �,�t g +7 Ft . 15 . 0 112 . 0 88 . 8 126 . J 4 90 � F35 . Lot 24 +5 Ft . ].2 . 0 1d8 . Ei 87 . 2 ].24 . 5 5 90 86 . Retes� #84 +7 Ft . r6 . 0 1J.4 . 1 90 . 5 ].26 . :1 � 90 87' , Lot 8 +6 Ft . �6 . 0 113 . 4 90 . 0 126 . 1 4 90 88 : Retest #85 +5 Ft . 14 . D 112 . G 90 , 4 124 . 5 � 9p �` 89 . Lot 7 +G �t . 13 . 5 117 . 3 93 . 0 ].26 . 1 4 90 90 . Lot 19 +6 Ft . 14 . � 103 . 3 81 . 7 126 . 5 7 90 91 . Lot 7 +6 Ft . 11 . 5 115 , 1 91 . 3 126 . 1 4 JO 92 . Lot 11 +5 Ft . 13 . p ].1� . 4 90 . 7 126 . 1 9 9l7 93 . Lot 20 +6 Ft . 10 . 5 102 . 5 81 . 0 12G . 5 7 90 94 . Lot 17 +5 Ft . 1� . 0 J03 . 8 82 . 0 J.26 . 5 7 J(7 J5 . Lot 27. +6 Ft . 11 . 0 103 . 6 82 . 0 ].26 . 5 7 9� 96 . Retest #90 +6 F� . ].0 . 0 114 . � 90 . 1 12G . 5 7 90 97 . Lot 7 +7 Ft . 10 . 2 112 . G J0 . 2 124 . 5 5 �� 98 . Retest #94 +5 Ft . Y1 . 5 111 . 8 �3a . � 126 . 5 7 9Q 99 . R�test #98 +5 Ft . 10 . 5 113 . J 90 . 0 126 . 5 7 90 100 . Retest #93 +6 Ft . Y2 . 0 115 . 0 90 . 9 126 . 5 7 90 Soll Tech Laboratorles , JePferson Business Park Project Number : x46�-C-85 Page 9 EXHIBIT_II SUMMARX D� FIELD DENSITY RELATIDNSffIPS ASTM-n-1556-70 Depth Moist . Dry Rel . Re� . or Cant . Den . � Max . Soi. l :o No . Test L�cation E].ev . ____�^���T_PCF______CompT__Den�W4T��e___Comp, 135 . T.ot 14 +5 . 5 Ft . 11. . 0 11G . 2 90 . 1 128 . 2 8 90 136 . Lot 14 5E side +3 p� , 12 . 0 117 . 7 91 . 8 128 . 2 �3 JO 137 . Lot 7 +7 FC . 15 . 0 120 . 7 94 . 1 128 . 2 � 90 13�3 . Lot 6 +8 �t . 14 . 0 11 J . 4 J3 . 1 12£3 . 2 t3 9r) 139 . Lot 7 +G Ft . 11 . 0 105 . i 90 . 0 118 . Q :lJ 9l) 140 . Lat 7 +7 Ft . 14 . 0 1�5 . 4 F39 . 4 118 . 0 l .t 90 141 . Lot 8 -F•G Ft . J.4 . 0 119 . 4 93 . 1 12£3 . 2 Ei 9G ],�32 . Lot 9 �6 Ft . 15 . 0 l Of3 . 3 91 . F3 118 . 0 11 4)0 143 . Lot 10 +6 . 5 k't . 14 . 0 115 . 7 J0 . 3 � 128 . 2 �3 9c) 144 . Retest #139 �-7 F't . 14 . � 1D7 . 3 9Q . 9 118 . 0 11 90 145 . Lot 13 +4 Ft . 9 . 5 116 . 5 90 . 9 128 . 2 t3 90 7,46 . Lot 13 +6 Ft . 9 . 0 11�3 . 6 92 . 5 128 . 2 �l 90 147 . Lot 13 SW slope �-2 Ft . 8 . 5 11$ . 6 92 . 5 12F3 . 2 8 90 148 . NW of Lot 13 +-4 Ft . 10 . 0 119 . 7 93 . 4 128 . 2 8 90 149 . Lot �,9 FG +lOFt . 9 . 0 119 . 9 93 . 5 728 . 2 � 90 15� . Lot 19 FG +9 Ft . 10 . 0 106 . 2 E13 . � 128 . 2 S 90 �51 . Lot 20 FG +8 Ft . 10 , 8 112 . 7 8a . 0 128 . 2 �3 9Q 152 . Lot 21 FG +7 Pt . 10 . 0 119 . 6 93 . 3 128 . 2 ti 90 153 . Lot 22 �G +7 . 5�'t 8 . 5 11�3 . 8 92 .'7 12a . 2 8 90 154 . I,ot 23 �'G +5 . 5Ft 10 . 0 117 . 6 91 . 7 128 . 2 8 90 155 . LOt 24 FG �+6Ft . 12 . 0 120 . 1 93 . 7 128 . 2 �3 9p '` 15Fi , T�ot 15 k'G +6Ft . 12 . $ 110 . 3 8fi . 0 128 . 2 8 90 157 . Lot 16 PG +7Ft . 11 . 2 119 . 7 93 . 4 128 . 2 8 90 15$ . Lat 17 FG +8Ft . 9 . 5 119 . 5 93 . 2 12t3 . 2 8 9D 159 . Lot 18 FG +lOFt : 8 . 0 115 . 0 90 . 0 128 . 2 8 90 160 , f2etest #149 FG •�9Ft . 10 . 0 116 . 5 90 . 9 128 . 2 8 90 161 . Retest #J.50 FG +8Ft . 10 . 5 116 . 7 91 . Q 128 . 2 a 90 162 . Retest #1�5 FG +6Ft . 8 . 0 ]. 7.5 , 6 90 . 2 128 . 2 F3 90 163 . Lot 18 FG +9Ft . 9 . 5 119 . 0 92 . 9 128 . 2 8 90 ].64 . �,ot 14 �'G +5F� . 9 . 8 J.OG . 4 83 . 0 128 . 2 i3 90 165 . Lot 10 FG +8Ft . 10 . 0 120 . 1 93 . 7 128 . 2 B 90 166 . N of Lot 2J. rG �4Ft . 10 . 0 119 . 7 93 . 4 128 . 2 �3 90 167 . Lot 10 +g Ft . F3 . 8 118 . 1 92 . 1 128 . 2 8 90 � Soll 7ech laboratarles e � r Jeffecson Business Park Project Number : 146p-C-85 Page 8 EXHIBI'i' II SUMMARY OF FIELD D�NSITX REI�ATZONSHIPS ASTM--D-155fi-70 Depth Ma.ist . Dry Rel . Req .� or Cont . Den . � Max . Soil o ivo . Test Location_--E1e_v_---_��`�----- PCF_____^Com��W_Den�__TyLe___Comp_ 101 . Retest #95 +6 Ft . 10 . a 113 . 8 90 . 0 12G . 5 7 J� 102 . Lot 22 +6 Ft . 11 . � 113 . 9 �0 . 0 12F . 5 7 90 103 . Lot 22 +g r� . 9 . 5 l l.4 . 2 90 . 3 12(i . 5 7 90 104 . Lat 23 +8 Ft . 10 . 3 115 . 1 97. . 0 1ZG . 5 7 JD 10.�i . LO� 15 +7 Et . 1� . D ] 14 . 9 90 . 8 12(i . > i fl0 106 . Lot 16 +7 Ft . 18 . 9 123 . f3 94 , ]. 123 . �3 Ea JO 107 . Lat 21 +8 �'t . 1 ]. . 0 1 l G . D 91 . 7 J.2G . 5 7 90 1Q8 . Lot 15 +7 �''t . 15 . 0 121 . 7 96 . � 12G . 1 9 �)0 109 . Lot 2D +f3 �'t . 11 . 0 11 f . 0 90 . 5 • 12� . 2 f3 JO 110 . Lot 23 +� Ft . 11 . 2 116 . 9 91 . 2 128 . 2 8 yU 111 . Lot 24 +7 Ft . 12 . 0 117 . 9 92 . 0 12� . 2 8 9D 112 . Lot 18 +8 Ft . 13 . 0 119 . 0 92 . f3 12� . 2 8 �0 113 . Lot 1Fi +7 Ft . 13 . 2 118 . 0 92 , 1 128 . 2 � 90 114 . I,ot 15 +7 Ft . 12 . 0 121 . t3 95 . 0 12a . 2 8 :70 115 . Lot 17 +9 Ft . 11 . 0 118 . t3 J2 . 6 12F3 . 2 8 90 1].f . Lot 16 +7 Ft . 15 . D X22 . 2 95 . 3 J.2�i . 2 3 9D 117 . Lot 21 +8 Ft . 13 . 0 119 . 3 93 . 1 128 . 2 � 90 11f3 . Lot 23 +6 . 5 Ft . 12 . 0 1J.7 . 1 91 . 4 128 . 2 8 90 119 . Lot 7 +G �'t . 1� . 0 106 . 9 83 . 4 128 . 2 8 �0 120 . Lot 7 +6 Ft . 14 . 0 105 . 3 82 . ]. 128 . 2 8 90 121 . Retes� #118 +6 Ft . 13 . 1 iJ.9 . G 93 . 3 128 . 2 a 90 122 : Retest #119 +� Ft . 12 . 5 117 . 9 92 . 0 128 . 2 8 90! '� 123 . Lot 8 +8 Ft . 13 . 8 120 . 2 93 . 7 ]. 28 . 2 8 9� 124 . Lot 6 +7 Ft . 13 . 0 118 . 3 92 . 3 128 . 2 3 AO 125 . Lot 7 *6 Pt . 9 . 0 114 . 2 89 . 1 128 . 2 8 90 126 . Ketest #J.24 +7 �'� , 9 . 0 J.16 . 7 91 . 0 128 . 2 8 90 127 . Lot 8 +8 Ft . 15 . 0 123 . 5 96 . 4 128 . 2 8 90 ].2F3 . Lot 8 +�8 Ft . 13 . 0 12Q . 7 9� . 1 ]. 28 . 2 8 90 129 . Lot 9 +9 Ft . 12 . 0 118 . 3 92 . � 128 . 2 8 9� 13Q . Lot 17 +5 Ft . 14 . 0 116 . 6 9� . 9 1.28 . 2 f3 90 131 . Sta . #2 +3 Ft . 13 . 0 117 . 8 92 . 0 128 . 2 8 90 132 . Sta . #21 +4 Ft . 15 . 0 117 . 1 91 . 4 128 . 2 8 90 133 : Lot 14 +5 Ft . 1� . 0 120 . 6 94 . 1 128 . 2 8 JO 134 . Lot 14 +4 . 5 Ft . 12 . 0 118 . 3 92 . 3 128 . 2 8 9Q Soll Yech Labaratorles ? Jefferson Business Park Project Number : 1460-C-85 Page 10 EXHIBTT II 5UMMARY OF FIE.L1] DENSITY RELATZUNS[iIPS ASTM-D-�55f�70 Depth Moist . Dry Rel . �P� � or Cont . Den . � Max . Soil � No . Test Lacatlon Elev . � PGF _____Com,��__Uen�__Ty�e�_�Com�_ �gg . �,��, �, 1 +$ Ft . 8 . 5 116 . 2 90 . 6 7.28 . 2 F3 JO 169 . Lot 6 FG +$ . SFt 10 . 2 120 . 4 93 • 9 ].28 • 2 3 90 170 . Retest #163 FG �GFt . 9 . 6 117 . 0 gJ. . 2 12f3 . 2 t3 9� 171 . Lot 7 FG +$ . 5Ft 12 . 4 11f3 . 1 92 . 2 123 . 2 t3 90 172 . Tot t3 FG +8Ft . 11 . 8 119 . 2 93 . 0 128 . 2 r3 90 173 . SC oP S�at J.1 +2 Ft . l0 . 3 1] 9 • � 92 - $ X2�1 • 2 a �� 174 . 5E of Lo� 1J +4 Ft . 10 . G ]. 19 . 3 93 . 1 12� . 2 �3 90 175 . NW corner of . Lat Y3 FG +7�t . 9 . 9 118 . 7 J2 . 6 J28 . 2 II 90 176 . NW corner of Lot 13 FG +7Ft . 10 . 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OF SAND �_ work arder no. _ � � �V i U� W day grading conlractor date projeqt name � � I � /0��Z�� _�� � r �c3. , � � 5 lield engineer hours localion job superintendenl r ,/ / � G f� r'M 7EST N0. LQCA710 N SOIL TYP�IPR�CT��i N�. �LEVATIONIDEP7H - q SAND B�F�RE g SAN D AF7ER C DIFF�R�NC� D SANQ IN C�NE � SAND IN HOLE F TARE+SOIL+ROCK ,- - G TARE H NET 501L. � WET DENSITY � w WE7 WEIGHT K � DRY WEIGHl" r L � DIFFERENCE M � %MOISTUR� — � . N DRY D�NSITY f O MAX DENSITY p %R�L. DENSITY Q %R�QUIR�D r _�qulpment:�ub� - � _ _ C— / - �,� o Remarks: ' r 5. � signed 27715 Jefferson, Sulte 109 Soil Tech , DAIL.Y FEILD �NGINEERING REPORT � Temecula, CA 9239� (714) 676•2745 tabo��tories c��ent UNIT WT. OF SAND work order no. (�-G�c � grading c nlre tor da`eO/���� ��y, 1 1 w projec n � �, ��',(/� � ��� lield e 'ne r hours� �ob superintendei�1 O locationn ��� 'r TEST NO. L�CA71�N SDIL 7YPEIPROCTOR NO. - _ EL�VATI�NIDEPTH q SAND B�FORE g SAND AFTER � C bIFFERENGE � D SAN❑ IN CON� � SAND IN HOLE ^ F 7ARE+SOIL+ ROCK � G 7AI�E H .., N�T SOIL � WE7 DENSI7Y � � , WET WEIGH7 � .. K � DRY WEIGHl" � � DIFF�R�NCE M � %MOISTURE N DRY DENSITY r T O MAX D�NSI7Y p %R�L. DENSII'Y Q •%F�EC�UIRED � Equipment: � p. � Rema ks: ���„d •�. -- `�A. signed - 27715.Jefferson, Suite 1�9 S01I TeCh , , aAILY FEILD ENGINEERING REPORT �14��7s-z7a5 92�90 i �.abor�atories � cnent UNIT WT. OF SAND �' work order no. � r', r � �J-��� v day grading conlrac r . dale . project n m �� � G�� ^ � — J � � lield en ine r hpurs/+ location job superinten� /„�� �9 s'�Z lS/ Y�SY No. iz �3 . ���� ��� LOCATION �� egrt� _ � SOIL.TYPEIPROCl'OR NO. r I � �L,EVATIONIDEPl'H� �{ /�Q . q SAND �3EFORE �Z,S� g SAND AFTEt� 5;3 ��.S�C� C pIFFER�NC� �� (p� D SANQ IN CONE 3,�{S� 3-y�� - -- " E SAND IN HOL� �,�� zr - " F 7ARE+SOIL+ ROCK $� , �.�]� — G TAFiE l� r � - - H N�T SOIL �Q �,C� - � WE7 DENSITY �I,�,� I(3, J w W�T WEIGH7 .a K � pRY WEIGH1" L � DI�FER�NCE - M � �ioMoisru�� �1r0 1�1�� , N TDRY DENSITY G� G r O MAX DENSI7Y �/�,3 /( • p ~ °/aF�EL. D�NSITY �,� �l Q %I�EQUIR�D ' � �Q _�qulpment: . � ¢- _Remarks: � �� �C � - , aigned _ _r:;;.; . . ..'.C;� ,,, . . .. --- 27715 Jeffersan, Suite 109 SOI��TeCh . DAII�Y FEILD �NGINEERING REPORT � 7emecula, CA 92390 �.abor-atories � . ��1a� s76-2��5 � work order no.. cllent U N IT WT. OF SAN D �_ -G � :. ' . dale da projec e greding c clor � y �r� �� 'I /�(� � 'CJ � ` Job superintende t tield engineer hours�� � localion � �G W� � �. TES7 NO. �� � � �uf 3 �v�3 �Ut3 �vt3 l�3 �at-3 �t� 5C . 5��_ _ 5 E r S� LOCATION �� � ��� g ,n �i'r,� K,Cd. - SOII.TYPEIPROCTOR NO. I �". I � - � I-_ . ELEVATION/DEP7H �,� �j -�Z� �Z�,�._ 52- V�-� -- A SAND BEFOR� � ' �, , �iC� ���3 ' g 5AN D A�TER �I,� 5r( .S� 5 i� S�O� _ s/� - - C DiF�ERENC� " j��f Q� �I� �,�( rdZ ���f�� -- D SAND IN C�NE 3 �I� ��U,� ����'S �CL 3�IJ 3-�� �� — - —.- i ^ � SANn IN HOL� �j,�3 ?.`��j 3,G'�f �.y�I .S - � TARE+501L+ ROCK � J �G3 `r� C��j"Z� ,� ��� __ G TAR� �� ,� �7� r7G � 17� H N�T SO I l. �� , , �7 �GI ��I I� � WE7 DENSITY �3� �I r I , / ���� � � �'� - - � w WET WEIGHT _ � K � DRY WEIGH7 L � DIFFERENCE M � %MOISTUFiE Q �� � iD �t� -- N �RY D�NSITY ,� 03 �, �d . C1 .Q �3'7 � r � Q MAX DENSI7Y � ,.3 /�.3 ��. ���3 / 3 /ly:� p %REL. t7�NSITY �� ��� �, �, Q %REQUIR�D U {J �' � � .Equipment: / . _Remarks: � ` Ulu � l � c�r 4 signed 27715 Jefferson, Sulte 109 Soil Tech DAILY FEILD ENGfN�ERING R�PdRT ' 7emecu�a, CA 92390 Labo�atories (71A) 676-27Q5 work order no. J� � c�ient UNIT W7. OF SAND � grading c ntr ctor date day projec n �a �G zc�� Ur � `�� A�/ (ield e gi e hours locatipn � � job superin�ent �� f� I � � � S �� w\ 7EST NO. � � L � lr�� lc�s' �o��' �c�S" r� ` I.00ATION (U s �_D � �"� '/�� ,DA ��C.(�� S� � �GCG s�`^� I SOIL.TYF'EIPROCTOR NO. � I � � w �L�VATIONlDEPTH� � �, -1'�� �T� � �"Zi� A SAND BEFORE ,�J � IZ�Z � �� g SAND AFTER 5�, 5��j� � �� ��/ C DIFFER�NC� �,G� ��/ l�i � r l� D SAND IN CONE ?L/Sf ��� ,� 3�� 3�5� ._ __.�_ _�..._-- _----_ E SAND IN HOI.E 3,CC] �,7� �. �71� �7iD �� --- ------ --�--- F TARE+SOIL.� ROCK �� z � S��D �,� � -� G TARE c � �� I/��,7 -- H NE7 SOIL /-�,� � S�� � �`T! � W�T DENSITY I�.�.� IS�� I71( ��•� I'7i � w WET WEIGH7 - a K � DRY WEIGHl' L � DIFFEFiENCE M � %MOISTUF{E � Qr ��� Gr3 / ' N DRY DENSITY ()3�(, � IG �Z � r O MAX DEN517Y �� 3 (l.�•3 ��{• I ' ��-f'3 P %REL.. DENSITY a3 �, ,CJ Q %RE�UIRED (Jd ,(� � .C� �� _Equipment: � _Rem ks: � ;( ' � � i.� � ` �k signea � 27'715 Jefferson, Suite 109 Soil Tech r DAILY F�ILD �NGIN�ERING REPORT �emecula, CA 92390 L•�bo��dtories c7�4� 67s-z7a5 ,� work order no. / cllent U N IT WT. OF SAN D � l` ��W � ((( greding contr ct r . date ('� day projectn� i�,_ 11r�Y�� � G� ` � � /i'� Sl/� v (� v` location / Job suparintendent lield ngineer hour / / ,c 7 � 1' V �� l �U�v TE57 N0. /y �� �6 ( 7 � t� (�t l��" re�-�4" re�"��" l�f lv� �,/ �� �z LOCATION �� ��(.� ��! �/S� /�� 5 �� y� , 5� s,�e- i SOIL TYF'EIPROCTOR NO. � / � . � � _ EL�VATIDNlDEI'TH� �� �j�. �t� �z fTi� �L� _ A SAND B�FOR� � /,��.3 II��S� �� �Z ��� : g SAND A�TER �-I,� ��� �,W(J� G�� S�� S�� - -- � DIFFERENC� 7�3� ��i� �� / 7c3 d� ��3 _ ---- � D SANQ IN CON� . S� .�5� ��� 3.�15� ��S 3�.� ---.--- E SAND IN HOL� �, 3�3 , 3 �.SS� �� 3��� �— - F TARE+S�II.+R�CK 5�5'O f�Q �� (�w �f � S���S . _ _ _ _ G TAR� ,]� e,7G �7� G 4� �7� H NET SOIL G ,7� W�S�G �S �Z/ `���( y - � WE7 DENSITY �� �W � �(S� � ��l.. /��'G ,� „� WE7 WEIGHT � K � DRY WEIGHT .r - I� Q •'DIFF�RENCE M � %MOISTUR� /Q.(� �j',� , �J�� � ��`� N DRY C7ENSI7Y �'� 3 (� , �G`7� �G� ��I O MAX D�NSITY / . �/!�3 �1�3 /��� (lL�• l/�• p %REL. pENSITY �Z� � G (�, ,� O, -rj'I Q %REQUIRED Q.�'J.O qOO �d �-CJ D� .D _Equipment: �_. _Remarks: �Ik� G� Gl� c � ��'— � � ;�,.r,� : .;. . , ��,,. . , •,: signed :� Soil Tech . 27715 Jefferson, Suite 109 DAILY FEILD ENGINEERING R�f'�RT Temecula, �A 923so ; L`aboratories ��,4> s7s-��a5 ' work order no. cllenl U N IT W7. 0 F SAN d u v� / C�-�-�� �(� � � projec�rn grading c r clor date day _ , S ✓ �n Vc cQ . (�- �i�� ��o locafion )ob superintend�y lield engineer . hours� 1 (��� ' VV1iii� �� TEST NO. � �jl Ti� 3 z'� �S' �i� `c�"3 �Uf 3 �,rJf 7 �CJ�7 �rJf�� rc.1�z �cl� / �af� LOCATION �� N�� w�1-�� �;c�"� 5� �� N/ s s� s� S�i�i. 5,�, s�cr_2. s,�c� s�� SOIL TYP�IPROC70R NO. � 2 Z � � Z Z Z ELEVATIONIQEPTH� ft,� fy�,'' �!e- � ,5� �'I,S� �IS� �7' , �Z� A SAND BEFOR� / , �Z z � ZS�Z 1 Z3� I . G� 7� B SAND AF7ER �� '`I, S,i� S`�� �/G� `i•�'�i ���f I � -�-- C DIFF�RENCE r� � i � rU0 7�5�� , b � I � � �.� d SAND IN CON� 3�� �ys" ��S" 3y� 3y�� 3.�r,� �u�" ��1Sr — ----- � SAND IN HOLE ��� ,�G . 3 � ,�� 3,� 3,fG �,5�7 F 7ARE+S�IL+ ROCK � r,, �,��? �, �" ;� �,� �,3� �,�j G 7ARE 7G � � r7� �� ��� //� ��G � � � -- H N ET SOI l. � Sr,��i rSr7�/ � S���i �S I S/S S� S��/� �,T.b � - I WET DENSITY l�s- l� �� �S� � �� �� 1 ��� ��,3 � � W�T W�IGH7 � - - K � DRY WEIGHT ' L � DIFFERENC� � M � %MOISTURE ��� ,Q ( S � . �� /3, JLr. �G N �DRY DENSITY (,L�z �a, (� �G � � ( , �/I, � � , -------� O MAX QENSITY //�Irj 1 � I,Z I��� l`1=3 I �t� � P %REL. DENSITY Cll,� Q� � (J,� Z�-� CJZ, I� I�� Q %REQUIR�D �� 7�� -rl'O� �-d � �� -� 9��J Equlpment: r _Fiemark . � l.� Y k �.[�- pt�lp'r c:l - - �11� - , signed � 27715 Jefferson, Suite 109 SOII TeC�'1 DAILY FEILD ENGIN�ERING REPORT `�"emecu�a, CA 92390 �abo��tories (714) 676-2745 - workarderno. cllent I UNIT WT. OF SAND ��"G : / �� ~ ( date day yroject r�am grading c ctor �',�r,�� ��-I A!/�� �11,Q �y.i 1 � v Job superintendant field engineer hours� � location /� � 1��` � {�J 1 TEST NO. 7�� Z-/ � � /u7` Z �� � �rl�� �[�'l ���� . L.00A710N ��� N� �� N� , �r�2, SrG� S�� 3�� SOIL 7YPEIPROCTOR N0. � Z Z Z _ �L�VATIONID�P7H� �� ���5� '��-��� �Z � -- ~ A SAND BEFOR� Z, ��.j /��� IZ � IZ � g SAN� AF7ER 5�Z �;� 5�,�� S..�J � -- C DIFF�RENCE �p, ,�f ,f G 7 � j D SAND IN CQNE . S� �a4�r �.�{S� 3��� 3.US . --__._– E SAND IN HOL� �7�i ',�,G �.3 I 3, 3�� 7 � – - F TARE+SDIL+ ROCK ��� � G ��g'� 5��� p� � � __— _�– G TARE � ,� , G 6 ,7 6 . �-- H NET SOIL ��573 (��I ��5� �� S/� I W�T DENSITY l .O I � I�� I�,� �'l�� � w WET WEIGHT --� a K � � DRY WEIGH7 L o DIF��RENCE M � %MOISTUR� �', � /36 II�Q l4� � N DRY DENSITY ���J,G I I� I� �� � { O MAX DENSITY ( g � I • ��'.Z�� p %REL. D�NSITY G�. � �f�3 (� ;z C� %REQUIRED � � �Q �� /�0 _Equipment: . Remarks: f '�`r �u �� G � . � / � / a� C� ,�c � �G4 . , signed 27715 Jefferson, Suite 109 Soil Tech DAILY FEILD �NGIN��RING REPORT Temecu�a, CA s2390 L�bor�tories' � �7�4� s�s-27a� � work order na. client U N IT W1�. OF SAN D� • �y�--� -CJ�� �l ` proiect�a�� • grading ractor date d�Y �, , � l��3� � �'�� Iocation job superintendent lield engineer hour� �/ r �1S�S c� . ��; 7�sT No. 3� 3 � � �� ��. (u�' ���f LOCATION ��+,q 7 q �� � SOIL TY��lPROCTOR NO. � � � S _ �LEVATIDNID�pTH �y' . A - SAND B�FOR� 1z,� zrll Z (Z�Z _ _. g SAN D AFT'ER 5��/3 5�+�/ �Co �I - ------- C DIFFERENCE ��,`S 7�L r 3 -� _ .. � D SAN[7 IN CONE 3�� �� 3• �4 -- -_- � SAND IN HOL� 3,� ,5' 3,� �,Qr� _ —__ — F TAR�+5011.+R�CK ��C� �r�� S��ji� 5/S�Q _ G TAR� �76 ��G ,�G ,�G � � _ H N ET S01 L Sr,L S�3 , � �, � I WET DENSI7Y � � ��'L� �� _ � w WET W�IGHT � K � DRY WEIGHT '' L � DIFF�RENCE _ M � %MOISTUR� (� � �f 6 lzi N DRY�D�NS17Y (� � f/�� � � r O MAX DENSITY �G � � 1 ��_� p %REL. (7ENSITY ji � 4'I �O Q %R�QUIREb �J,� ��f,Q ��j.�J �.� _Equipment:_ . Remarks: -}` . �..ti 1n u � i ij st : ;�i 2771.5 Jefferson, Sulte 109 Sail Tech , DAII..Y F�II�D �NGINEERING REP�RT ' Temecula, CA 92390 L'abo�atories �7,a> s�s-z7a5 ; work order no. client UN IT Wl-. �F SAN D �' • d / c� � " \ � Q'" L ` n �--• � dnte day �._ projecl name grading Conlraclor. • ��,,� r � •—U�.l'�J� CQ . //� / �` / u�--J�- field enginoer hours � � iocallon job superinlendenl � r � T�ST NO. ��_��� �U� `��' �d f. L.00A710N ��' ! �l �� � � SOII. 7YPElPROCTOR N0. �� � _ �_ -- -- ELEVAl'IONlDEP7H �� � - -- A SAND B�FOFiE �� � �2 --� g � SAN�AFTEf� y_� � -- ---- C DIFFERENC� b, � 7�� _-- _ �.__ - — ------ i D SAND IN CON� ���`� �,���� _ - - - --- � SAND IN HOI.� �� � _ — - - F TARE+SOIL+ROCK �,� 6,�2 �Z - — G �TARE , �� �_ • 7� H NET SOIL. �'7 .S�G - � W�7 D�NSITY /��� ��� � w W�T WEIGHT � _ ' __. _ K � DRY WEIGH7 I � ^�!T L o , DIFF�RENCE __ M � %M�ISI'UR� _____--- ���- _���:. �..� . N DRY D�NSITY � � . J1�,3_ ��_ .- �� Q MAX DENSITY ��/ � /r- �,� _ p %FiEL. D�N517Y � �Rz �fj. Q %REC7UIR�D ` � �U+',j} �l''-v _�qulpment:._.___ ----- --- -- --------� --� � '�`�. • �'_ ',v 1 /� Remarks: �' '� � ~ ���r L� �..1� lr�.►.��.�-.�--u-�- �-�I._=,>1 � ��� ���-�--�-�----'r^�H--� � , • 1Y �. •�1-.,- _�l,e._.-��^'__�����— __�_s____�.�a_� _1{�_.s�� _ . � . � ��,� �. _ �� � , _ sioned � - Soil Tech 27715 Jeiferson, Suile 109 QAILY FEILD ENGIN�ERING REP�RT Tdmecula, CA 92390 Lataor�tories� �7,a� s�s�z7a5 workorderno. client UNIT WT. OF SAND �_ � � � C- Q � � �. a�{�� _ proJect name greding conlraclor dale day � � � Ca . i/z -g ss� �� lield engineer v hours Ia:alion �ob superinlendenl �� +�/`'I I S . - o -rEs-r No. yo y �, - ot o ' l� LOCATION �-� l � !vr �. a� _ SOIL TYP�IF'ROCTOR NO, l � r _ ELEVATION/D�PTH �� _ — A SAND �EF�RE � � /?� �� _ g SAND AFTER � � ` �T �� -_-- � C DIFFERENC� � �� ,� �� � - - � ' D SAND IN CON� j � " 3. .� _ -� - — - -.�.�— E SAND IN HOI.�� � / 7'� �� ___ _� - F TAR�+SOIL+FiOCK �� ��� G TAR� �(� � H N�T S�IL � 7 6.��6•�Z.- - — i I I WET DENSITY L��_ ���_1 �.�� - � W WE7 WEIGHT � �� � K � DRY WEIGHT L 0 DIFFERENC� _ _ M � %MOISTURE � �`j �� �S _ _ I N DRY bENSITY //6 � / .._ �L��- —� O MAX DENSITY ���, � /���C��1��- p %FIEL. DENSITY 9�.s 90 � � � Q %REQUIRED Q r7().� `�C] I Equlpment:� _ _�— -- _Remarks: � w G-�P�-�����"K -�tcz Sc � t- ' ��1�c���.� o.J /- - _ � ,; - r slgned . �G!' � 27715 Jefferson, Sulte 109 Soil Tech , DAILY F�ILD ENG�NEERING R�f'ORT `Temecula, CA 92390 Lab��atories c7,4t s7s-2�a5 work order no. c��ent UNIT WT. OF SAND �5 . � /6U-�`�� _ � f f---- grading conlraclor date day project name /��/u � S ^,/Q� /D� _ .LL ��.��-rl�� �"�',��� r Held engineer � hours locallon �ob superinlendenl � �/ 0 �T�ST NO. _�I�__ �� �b� � y� `� Sc� 5 � �uct 1� �Y�`'� �K'J1 YM �Q�eS /`'G l`e� {' . �. ��, G� ���} �- �es� ��-� l� �� �� �.ocATioN i��u i��w i�fi z�- � � � �y� i�7 �� �� ys y SOIL TYPEIPROC70R NO. � � � � � � o�- 5 S _ -- EL.EVATI�NIDEPTH -���� � �� .-� _ � � -� Z -- �� �� �- -- ---- A SAND �EFORE l . 1,��_ d ��.� /_�. r 17��.� Y /;.3� � 55y ��_ B SAND AFT�W � 3 � . �� 6 ��5 �/. �f� y 5 ��U _..�� _._.---- --____.- _ �__ _.a_L Y� Y�.� �y.�.. -- -�-�- --- C DIFFERENCE . � /Q _ �_ � C�_ G ;�. � ..�� r�, � 7L .���" _ - � D SAND IN CONE 3 3S` ���.��-- .3.35_ �.3r;- 3._�Z 3���s'.�=�-- - ------- � ���-: - - < < �-� f� �/7� �/. 3� ������ _�----- -----�- � SAND IN HOLE v (, �] �� ��� �, ,1_ _;,r7L�-�� F TAR�-h SOIL+ROGK 9S ���, 7���. � ?�� Z �'��-` _ ---- G 7ARE .7 �� _ _ 7�_��� ��• l �G �_— _--.��� _----_ H NET SOIL ' a � �. U! �-.�� _ ��_ �.� 6�(z��.�.�.�.�`_. ��7_ I rW�T Q�NS17Y //.�� ����_ /.7.�.�� /.�'•Z /:1��.� �_�_. �13.,u � � WET WEIGHT , ^ _ _ __ - -- � �� I L � K � DRY WEIGHT � - - , L � qIFF�R�NC� .�. - — ---- — . M � '%MOISl-URE __ � ��•-- !.�-� .�.�-- � //_�/ /o.5� 7.�.�C,L N � DRY DENSITY o3� /b�,,� �Qy(� � /1��//� 1-� - ��Iz +` --Y-- p MAX Q�NSITY �.� ��2�.� /��,'8 1�..� /�� ��� l�`l�S P � %REI.. D�NSITY � � �d.� D. ' `�` `"�` �2 _$.��t�5 � F Q %l�EQUIR�D C' � p Q d `�(> G 9C5.v 9G a QC3 G C3.� r� ° Equlpment:� �---- ---- • �,.�t„�,; ,r � >I� _Remarks: ����t-�— ��7—�' �.� �-�---� r�. a �.� �`�� '�-- �����' ���� � �s.—�'� � ___.�-----��u�l�___�.�-.- � "-�� _—_ �� �__.�-----sipned�_� - �� • 27715 Jefferson, Suiie 109 Soi) Tech DAILY FEILD ENGINEERING REPORT " �emecula, CA 92390 L8'bQ�'QtOrIeS. (714) 676-2745 workorderno. client UNIT WT. OF SAND �Z �l64� - .-1]g u-��-�-�� - grading conlraclor date day project name � / p � //- - _ ���c' J�.C�rSc;l.� I�US„�L 5 1���^ ��,� Val_e � localfon foh eu�erintendent field engineer hours .7 .� at-e_ %1� '?'C� T�ST N0. �� � �� 5S _ S �_ r����/ . ��-4��4- �� �p� ��� ���/ �� �/ LOCATION �#�o � /d _ _�� �� �z �a��� �ef�� SOIL 7YPEIPROCI'OR N0. S �� S S ,� S - - - EL�VATION/DEPTH �-� � � �� �/ � 1 --��._.- _ - - A SAND BEFOR� /�• 34� i�. �ll .l:��1��� .!�•L-I � -�— _�.�._ g SAN� AFTER �.4s � ��.�3 .1•(,�. • � �5 �� - �.---- � C p I F 1=�R E N C E ^ __._- �..�5�� 7,S� �',�� ��.�L:G� 7,G�� 7��_ - -_-_ ---- -- D SAND IN CON� �.3s 3•3S 3�3� 3T�� ��1 �•��.�. ---- -- - ----- --- E SA N 17 I N H O L� _._�. � , (� ��,_(. - � .6`7 ��G' �- --- -- F 1"ARE+SOIL+FiOCK 3 .,. 7 7 7�� � �7 .G �/� %.Zi _ _ — – G rAR� . �_ �� --� .�_ _ N�T SDIL �' M y��� �L �'� I WET DENSITY I?���-. ���7 l�.l. `_ [.�Z 1�.1 L�� �� _..--- - --- � ,,� WET WEIGHT _ - .� _� .- - - K � DRY WEIGH7 � .f-- _.__._ --.--- L � DIFFER�NC� � � - -- - M � %oM01STURE . T__._ �Cj .K�� ��� -5 / .� D• _- N DRY DENSITY � � /�Z i1��' � --�` O MAX DENSI7Y /�y� �� ��- - / /� �- P °/aREL. QENSITY a, C3. "�. � C3. � �' , q %I��(1UIR�D `.�-a `�.o �;=,�.� 9a.a "c>.o �o.a .Equlpment:___�1__����i,r� _ -� .R�marks: � '� ��c� r� �� �, r_ � ' � � - - � �. .� --- ,. ,; --� ,.�:� -�-_ signed � � �' ' L7715 Jefferson, 5uite 109 5oil Tech � DAII.Y �EILD ENGINEERING REPORT 7emecu�a, CA 92390 Laboratories �'ia� 6'6-2'a5 work order no. client U N IT WT. OF SAN D � � ` — r date d � project nam� grading Conl Or , /lv � � job superintendenl lield en inee hours � location: �� f/� /� �, \ ('f� 1/v� ll TEST NO. LOCA1"I�N - � SOIL TYP�I('ROCTOR NO. �LEVATION/DEPTH A SAND BEF�RE ' g SANQ AF7Ep C DI�FERENCE i D SAND IN CONE � SAND IN HOLE F TARE+S�IL+ROCK G TARE H N�T SOIL I W�T D�NSITY � w WE7 WEIGHT a , � K � DRY WEIGhIT � L � DIFFERENC� M � %MOISTURE N DRY bENSITY +� '` 0 MAX DENSITY p °/aR�L. DENSI�('Y Q %R�QUIRED _Equlpment• . Rema ks: � ` � '� �� �' i� p C� w� � v� �r ` , �(� � � � , �1/� �--, i� L ' cinnar� _ � / A , 27715 Jefferson, Suite 109 � Soil Tech DAILY F�ILD ENGINE�RING REPORT Teii�ecula, CA 92390 ' Labora�ories c71a� s�6-27a5 work order no. client UNIT WT. OF SAND ` ` ��� � dale � projecl name ` c�rading co tr ctor � 1�` � � ��` , �5� ��� 4 �� job superinlendent (ield e gin r hours i lor.alion 1 � �� � TEST NO. LOCATION _ ' I ' SOIL TYPEIPROCTOR NO. __� �LEVATIDNIDEP7H _ A SAND BEFORE — g SAND AF7�R ._ - C DIFFERENCE — ..--- D SAND IN CON� - - E SAND IN HOL� �_— - � F TARE+SOIL+ ROCK .,__ _ G TARE - �{ N�T SOIL �_ � WET' DENSITY _ � � � WE7 WEIGHT _ cx K � DRY WEIGHT .r L � DIFFER�NC� M � %MOISTURE - N DRY DENSITY : 0 MAX bENSITY P °/aR�l.. DENSITY Q %FiEQUIRED _Equipment:� _Remarks: _ . ' � 1� V j� �d' , `� U 'C` D QUO'r � — ��� � � ` , � , �� �� �� �- � � � � - �i s�gned :I SOII TECrI 27715 Jefferson, Sulte 109 DAILY FEILD ENGIN�ERING REP�RT T�mecula, CA 92390 'Labo'r�tories �»�� s�s-z�a5 y+ork order no. _ c�len� U N IT VV(. O� SAN D �S[� /y�D` �`�,' �; _t.�r- _ _....�_� proiect name grading conlreclor dale d�Y � ,�.�_.____1��� �q� I�- ----- _��.._.��I� �m � -- -- ll� - �s W���..�__ loc�lion )oU superinlendenl � lield enp ineer hours Je� r s�-� u I ` S� ,�s-e_ ' f. �5 � 5 . T�ST NO. _ 5�.�_ �_ _I2(�_ �... _ �_._ � � NO���-. �7.�,5� LO f l 4' c� LOCATION °� o¢ 5 ,� �o�.r�2 l-a�} �� - 501L TYPElPROCTOR NO. � � � �. __ __ EL�VATION/D�PTH -f- L R�'''� �"-�`" � � __ 3 �� � �o_ - - - .A SAND 6EFOR� i�-3� .J�,.l�_ 1�,_0.d_._ /.7�� - ---- -- -- - g SAND AFTER�T_�__�Y_z� 4L,5� _��-� � C)� . _�— _.__ C D I F F E R�N C E-------- 75-. 7 G�_ � f� �� ._� --- ---- ------ - � SAN D I N CON E -3 - -=�� ��.5 .��_ �;�. -- - - - ------ � SAND IN HOLE % .� _.___- _--_ 1� _y_.?h�- �` L�3_ - -- - -- F TARE+SOIL+ ROCK ".���� ��� ��� 77G � __ �� _ G TA R� �L _.Z_.��... _�I�.� �r -_ - H N�-r soi� / ,.�6.._ �?L ��� � � WET DENSI7Y /�`��2 ���1'.� / �� ��•� ---- ------- �, � .1NET WEIGHT _ � ,. ..,. � . -K' � DRY WEIGhiT F � �� � L 0 DIFF�RENCE - M � %MOIS`�'URE _�__— /� �j�. L�Q ��_1�__ - N l7FiY DENSITY //� �� �, /. �t Q MAX DENSITY i.:��.� ��� � �� � r��.� P � %REL. DENSITY �'� � �'��v � Q %REQUIRED �'(� [).0 ��, O fJ.d _�qulpment:._ —_. -- --- .Remarks: , � /' � signed_�� �" SO•I� TBCrI 27715 Jef(erson, Suile 109 DAILY FEILD ENGINEERING R�PQRT ,Yemecula, CA 92390 . �abo�ratorie,S (714) 876-2745 �vark order no. clienf U N 17 V1rr. 01= SAN D �� l 6d-C:��S �iG�. �aw r� — -- project name grading conlraclar date day ��r��sJ C. (?r l.� - .. . �.A.b.�—X�� ��� 7�5 _: ���_�_— � focalion job superinlendent lield engineer hours /��� ��-' �� � ' �� /• � -rEst rvo. �� d ��i _ 6�_ � 6 6�1 7a l�-�1� �c r.. �G l 6G� la�' �c.���,�-• ' LOCA710N `a f f�a- ���� �- y 3 / _ �� � l z�� �� �`7 soi� rY��iPRocTOR tvo. � �_ � �v . I � �/ _ � � _ _� ELEVATION/DEPTH r.U. � T ^�"Y' ^ _ �_�._.�_—. __ F G- Ivla. _ F�,_ _.,���,• r • �-� _�— � 3 --- -____ A SAND BE�ORE [ c- r• -------- �. � ��,�,� La��_ � . � ��- .�if� G72 �.�y� �,� �� ____--__ .�___.. g SAND AFTER � � [ � � __�._ ....�..�.____ 5,oo L�6 3 S_[__ 1��. . � �� �l 3� ��1L_ ,!z� ----- ------ C DIFFERENC� �r � � _�_ �_3_7_ :7�.� .�. j� ���G_. 9,�� -� � �-�`_- ------ ------ _.----.._..__---_—__------- -_-�.���- - -- � SAND IN CONE - - - ------____.._._..___.__..____.___ .�:.�� .��5- _�.� �.L�. �� �._j:5� �.� _��_ �__���- ---- ---- ------ E SAND IN HOL� _._ � `` " �.�.`� �G'�. 1� �� _8�_s� ���`� ..�__.—= ------- – � TAR�-�SOIL+ROCK 6 ]� ���7 f 7C , q �� _ �'• "'� .S � 7L� l � y�'lz ._��.._ ___�- G rA�� � �� ;� -�-� --�G , • 7� _� 7 - � H N ET S011. ._.�.»..._�. �7 S�o u r��a r �7,�� O-�� S�lJ — ' ` _ T I WET DENSITY ,�Q,z /�.�.�.-�_ L���_�_ ..11S, _ �_ �_.____.-_�._._._._____.._ ' `" Q �� ��3 1�.��..� L�.�.�� ,J w WET WEIGHI" a — - ----- ------- K � DRY WEIGHT �T_ � � � � - _-L � DI�FEFi�NC� � _ M � %MOISTURE.�._____ /S.D 1���. G�J��. ��.. �-r_.. ��� �'._:. < <� - N DRY DENSITY ���/.5 ��_ o3.a laS!� . %="�� �' /�3. : : ' �' - iF O MAX DEN5ITY 1 � �/y 3 iy �y ��� 1 i v �_ �2� � ��� J f P %REL. DEN5ITY �� � ���'' / �. J �' .C� � .�'�- I �3�� �? S� Q %REQUIRED �G�,G� 9C'J c'�, 9��, r� ��(] L� ��. ,Ll ���-CJ LlU �U _Equipment:� �_.__—_ — Remarks: .� /{'lo;c " � ,c;��-e�, cr�r��.0 r�� -��-� `'t� dQ1 � -- --- �j(a� Q � �[�r;�?-P �`' A�� -Ye,f D /c'� • - I��Ir.:JC3f� , �',�r-P�.-� • - - ----- � '�4" �.��- / signed_ � �� Soil Tech � 27`715 Jefferson, Suite 109 , . , DAILY FEILD ENGIN��F�ING R�PORT Temecu�a, CA 92390 �Laboratories ��,a� s�6-2�45 work order no. c�ient lJ N I7 WT'. O F SAN D ^.�� /y6�--� - G- ��- � r. L.o �., r,. - _ --- projecl nAme grading coniractor dale day ! 1 / _�tiu._,...�C=2.�.!:�.i��_�c'���--------- -...L�.C�/til__��[C�� — ----/ _ �H���•.- --�,�!_._. la:�llon �ob 5unerinlendent �ield engineer hours 1�/`� . �`7rg� ���. -%� '.� - TEST N O. �.-- 7�� � �3 -Z� -� -- - - -�- ::.LOCATION �D f �� �'� �d� `p� � �ZZ rj 2. _ �f 10 SOIL 7YPE/PROCTOR NO. r� � � �L.�VATIO N/D�pTH + !{� �G� ��� -I 'I � �� + A SAND B��ORE /��-� i.7y! !�. �7 ;1.,�� !�. 3 g SAND AFTER �R � , C � ( �:� 3. i 7 5! C� y, s�� l, l � - � _ _._._.— C D I FF E R E N C E.�...__..�. 7. � 7 � ��s— 7. `il s �f . 3� .� _._. —� - -- D SAND IN CONE �. �,-.� -, .., .._. __ s ---. - - - �_...___ �� �_ �� -��."� E SAND IN HOLE � � :' u � / � 7�� ��`� ' S�c� � ----- — - F TAR�+SOIL+ROCK 7 � s � � c �c v_ _J __ _ __ �_[ __-� _ - - �. _ — G TARE __.., .� �G� 1�r >� .T ., _�_ H N�T SOIL �_ '; ;� �� y�7v G'.��;y '_ �? `.�� --- I WET DENSITY� �7�� L/�L �/�,( �� ��' ----- __. . _�_.._ ---- ,� i„� W ET W EIG H1' ._ __._. ------ — � _ .- -P -- - K � DRY WEIGHT L .Q bIF�ERENCE ^ � M � %oM�ISTUR��� _Y � . �% �3.D_ u�-C� 1��>. �'- - • N DF{Y DEN517Y l/-' /f��_y_1,�2•� 1�.- �l�. G � ;� O MAX DENSITY !�i_�- ���_ �� ��- ��r� ; P %REL. D�NSI1'Y �'` , `' /��. '�'."?•G 'ry .� `:�,C� G7 %R�QUIRED ;� ,c: D,D � '��.--� rJ�"� �' ' r..�% _�quipment:.�._��-e�.--�a���_ ��_.�_..�.� Remarks: .____.�_� - .----------�----- �� slgned� �---�� � �. SOII T2Ch 27115 Jef.ferson, Sul[e 109 DAILY FEILD ENGIN�ERING REP�RT �Temecula, CA 92390 1.aboratories ' (714) 676-2745 . 'wo�korderno. c��e�t UNIT WT. OF SAND � � C.� `l6_�4�_._ _ I�a u.��U �w ,�V ---- project name �grading conlraclor date day �e.r_S� /�u�. _ t�,��_ _ ��_ � � / �- �� ���� Ioc:�lion Iob superinlendenl lield engineer hours � r. ,� - � %�/ T�sT rvo. 76 7 7 � 7�) _ LOCATION `O� ld� �°� �d�- �� 1� I t'-. _ �D SO1L TYPElPR�CTOR N0. � �� �` _ ELEVATIONIDEPTH L .��. � �. � �` � " A SAND BEFORE � � ��� �� � ( � � B SAND AFTER ( % .�� �� 7[� � �..�_ , � ,.w C I�IFFERENCE ��� ._...�___--- --- �- ���� �-�� -- --- -- a SAND IN CON� ` � 3s ��_ ��� , � SA N D I N H O L E ._____ �-'�-�- r�v� `�>�- �l� � ._.,� _ F TAR�+501L+ ROCK �, 1/3 �� 7 ��� � I _ G TARE ._Z�_ G H N�T SOIL . �-��-7 G.� � 7, _ I W�T D�NS17Y � � � �_ � �_ ��'is� !a .�( ,J w WET WEIGHT c� — - ------- - — K � DRY WEIGHT � �� _ f L o DIFFER�NC� _W� M � "%_M015TUREW.__�_._ � �� �_ L��_ L•2-- �• _ N DRY D�N51TY �� 7 �5 � � s� _ .� ..�_. O MAX DENSITY ��� � �� �� P %F��L. DENSITY �3 �; " c�3 Q %Ft�QUIRED ��.� c�.v �I�.G- �r�,� .Equipment:� / 1 `�W�7�r- -- -- .Remarks: ��,1.���. J� r�����;._.�1 - �� , �a � �� _<<—L�- .-- - .� � ����� �_ S�QII TECI1 27715 Jefferson, Suite 109 , DAILY F�ILD �NGINEERING REP�RT 7emecula, CA 92390 Labor�tories � �7,a> s76-z7a5 , work order no. client UN IT WT. OF SAN D a-C� � �'� project n�me grading conlrac or dale day � -��"g localion �ob super(ntendent lield engineer hours S �� TEST NO. L�CATION SaIL TYF'E(PR�CTOR N0. �I.EVATION/DEPTH� A SAND BEFORE g SAND AFTER ' C pIFF�RENCE � SAND IN CONE E SAND IN HOLE F TARE+SOIL+ROCK G TAR� H N�T SOIL I WET QENSI7Y � w WET WEIGM7 - � K � DRY W�IGHT L. � . DIFFER�NCE M � %MOISTURE N DRY DENSITY R O MAX DENSITY p %R�L, p�NSITY Q %REQUIRED �quipment:� _Remarks: u � � "4.-, r� S signed SDII TeCh 27715 Jefferson, Suite 109 DAILY FEILD �NGIN��RING REPORT Temecula, CA 92390 Labor�torie� � (714) 676-2745 averkofder no. cllent UNIT VVf. OF SANQ �16d-G- 4s �� r projecl name grading contractor dale day EE�cr o� � r�. /,c��] val-R-�� �_/ localion Job superinlendent Iieid engineer hours �n r9ss"�- .�o�. f�� �o T�ST N0. LOCATION SQIL TYPEIPROC70R NO. ELEVATION/DEPTH A SANb BEFOR� B SAND AFTER C DIFF�R�NC� � SAND IN CONE � SAND IN HOLE F 7ARE+SOIL+ROCK G TAR� H N�T SOIL I W�T DENSITY ,1 „� WET WEIGHT � K � DRY WEIGHT h L 0 DIFFERENCE M � %MOISTURE N DRY D�NS17Y � MAX D�NS17Y f � P %R�L. DENSITY Q %REQUIREp �qulpment: _ Remarks: ._.. S��llQ. -� S,�r: �-�e.����..�-� ��.�s�r..,:�� - �'L�e�C_�^_c��.s- - � ' �/6 "�/ % � � �` ! � �o � . � " � Q s�gned 1 27715 Jei(erson, Sulte 109 SOII TeCh DAILY �EILD ENGFNEERING R�PORT �emecu�a, CA 92390' Labor.atories � �7,4� �'6-2'45 wOrk Order no. cllenl UN IT WT. �F SAN D . G l� �`� ' �6 `_ _— �_ i^'� ` project name grading conlreclor dale day � � __�-���—�- Ca � ll�l6-� 5' S�'��_ -��-��a�'� '� ^lield engineer hours lar.ation Iob superinlendent `�' � r---r � crc� � � v TEs�r rvo. g 1 _� z 3 � LOCATION , l d�ID �a� �'f ``,� i� I!_ � L( , S�fL TYPEIPRaC70R N�. ��� � � _ ELEVA710NID�PTF-1 � y ¢S f 5 -a J _ — --� A SAND BEF�RE /� /�Z�_ /�f31_/�.z 3 - g SAND AF7ER� � �� � f/�� : _ —_ C DI�FERENCE u � `�;� , �'<, 7� n �G . - --- --- - D SAND IN CONE � � � _�_ 3�.,�..���� �� �'�> -- __-- _---_ ..- - � SAND IN MOL� !. � 5.G 3 ��[L �� `� .' _ � �.._ - - - — F TAI�E+5011.+�iOCK 7. 73 � s � %�� --�30 -� - - '� G TARE . 76 •�7r _ _ ��.� - -- H NET SOIL_.�.. . ��� �•� `- G�7� _ �. Sy _ - I WET DENSITY � ��� ��y o /�•5T —_ — � � WE7 WEIGHT �_ _ � - K � DRY WEIGHT � �____..� �______.____— - L 0 DIFF�RENC� _ _ . - --_ M � _%MOISTURE Y_.�_�. _ .�� !��_ 1 . � �- - - - N DRY b�NSITY /� C> /_ZG��� !!�? ��d - --�� Q MAX DENSITYi ����,��6 / ���� 3r �,l P � °/aR�L. D�NSITY �z � �f-' G=� /,�/ `•a .� Q %REQUIRED r �,� �D•c� =:�,c ��.� _Equlpment:__� ._---__�___---- ---_ ----- -� _ T .Rsmarks: � 7 �� -�-I--�� ( '"/ � . � �1 _s.n�Kl��ti .lSL7��,�rR/dr�� — � I �'� t� --��� � , ., , .y_� ��,�� {.�� a G�e,.� �� ��'�a_ � r.�L�� l,� �o_r—� j� a��__�IC_��._.—kalG����L�`�� l���—�D /��� - / -a _ L�(�,� �1�.--r�/ f�kr�_�_--J�.�--U� � ��_�z,.__r�3 4., - — .� .- � ` -`�� /�tcC�'�' -�a�' ����l b'^o���� si�ned��1��+�— � . .. � �' 1t,s.�4. . _ Jo rc;.J �o•.--•-�•d..J � . 27715 Jefferson, Suite 109 SOII TeCh DAILY FEILD ENGIN�ERING REPQFiT ' Temecu�a, CA 92390 L'abor�tories� � (714) 67fi-27A5 work order no. clienl U N IT WT. �F SAN D �_ �� � S - ' � � dAi� —_� d�y--�-�— project name grading conlractor �� ��` � - � _� , �-- � �_.�_.�'�F-� /—�''— --- ---,/-/�- ��` �`���'`�------ 4 � location � lob superinlendenl lield engineer hours -� "��- �c�-� �`,�� r' i � TEST NO, _ �� ��� �� �i � _- �,,� �'e,�s-� �a.� �P�S� lo f � . LOCATION � �� ��`� (; _J��� � �b I ?'j ' S�IL TYP�lPROCTOR N�. ��� �� ___ .__. �_ �.L_ � EL�VATIONID�PTH .� 7 � .���� { 7 -I- -�G —_ A SAND BEFORE . � .��i /. /,,7.55 " .2 1. 7. _ _ _�_-- B SA N D A Fl"E R .�_____� �•-�---L �-� �G . �._• ��,e � pL. __. ----_ C DIFFERENC�v _" � �lI �.�7�' _�� .f�- ._ _;,c�(?-�_ � t_; .T D SAND IN CONE � 3 3� �, ��� �3_� �� —_ __ --_ _—_- � SAND IN HOLE � � � t/ �, c" / �t > >�' %�L-� --_ ____ _ _�.�-� �� ��— 5_� �• ------ F TARE+SOIL+ ROGK � ��� �S ((_,� 7�i`� 7 _ ____ _ _ G TARE ,� , .. � ���� 7� . � _ � — N ET SOI.L L � H --- -- ��.�� �� 7�1�.�7 ,7_� � _� I WET DENSITY � �� ��, r� _/�� /�G :�� � �� �____ �_._ �—_— � � WET' WEIGHT � ------ r � �� )t K � DRY WEIGHT ��. L �, DIFF�R�NCE � _ � �� M � %aMOISTUR� ------ ���� '��. �a� _��2� l�/Ca �'�_,`� - N DRY D�NSITY /�/;',-` �� _ 1L�l �13J /' � / �7 � - � O MAX D�N517Y '"' � I /� 1�� �G. �`'�/ _/�' • � ��. P %R�L. DENSITY .�.Z� 9�'.5`� �.o c � Q %R��UIRED ��'-''G '`G%' i''Q G�.C� `� '� � r,.'�'�:�� , :Equlpment:� __ �. - .----- _Ramarks: � -������ _�' � � -- �,,_�,,{� , . C�-7�.� '4 '��- � c. , �� � ��"L' �.��- ���� y ����.��� ,- ,i��_�,_ �� � , ,, � . � -�-, ,.., -i�,_ -►.•�, ��� r����; . � �c�_�� -- c i � '� � �_.__----- / / / �v�����i•���_t.�ei—�.__�f ��_ J� y a�S � .,i,,r l., "`�---_— ` �--�----��------ � ' �� gigned / SOI I TE.'CI�1 277`15 Jefferson, Suile 109 DAILY FEILD ENGIN��RI�G R P�RT ,. 7emecula, CA 92390 L'aboratories • . � �7,a� s7s-z�a5 work order nv. cUent U N I7 WT. O F 5AN D ���,z _G_ � � �, projecl name grading conlraclor • dale day ��.�� � ______ �c���.l` /-l 7-�d _ G�c_ tor.aiion Iob superinlendvnl Iieid engJneer hours f7 C_" .� j�%� �(�.Q. T�ST NO. 9�� � .r�l �� , �j'� `���,� , � . . LOCAI"ION �c�.�/`'1 `a� �r lo�: �-1 �a-� 7 �� �a i7 � 1 SOIL TYPEIPROCTOR N0. � L/ Y� �] � � �L�VATIONlDEPTH �� �`_ ��" -F b �- 5 -� --�- - -._ � A SA N D B E FO p E �� � ��L � /�1�/_- /� � _._.__---. -- _. g SAND AFTER ___.�_...__. ��Z �� ��; _.3�� -Z,Z�7 3-�- _�.—.- -- -------- ---. -- C DIF��R�NCE ----- �.7� �'� _�s__Z.lz_. :G.� � �� _—��._ _�.�--- - � ,-- � SAND IN CONE �..___-�--__-- �� �..3�.` .��.�. ��.� ��-- .� ----- - - ----- — -- � SAND IN HOLE 5. 31 ���� 5�� �. l�l l- �.5��__. �-- ---_. .._�__.. ..— F TAR�+SOIL+ROCK � ' �� ---�. �r-� z �l� - , G TARE __�_.._�_____ �Z� �]�_ _� 7� _�_ .= �` _ __.� _r.____- --- .-.-- H N ET SOI L ` Z�/.�� '� ��6 ---- — � I I WET DENSITY �� ��� �� �� _ J „� WET W�IGH7 � - ----- - - K � DRY WEIGHT 7 .._____ � �%5_ .LL�`--�. _ L � DiF'FER�NCE � -- ----�� M � %MOISl"URE �� R � _ -----�__ _ .___ _ �r� 11.� _��,� /��-- �-.C� .o � N DRY bENSITY i -� �� l � �g � 3 l0 3. _ _ � � O MAX DENSITY �� �� � ��.� ����S . ��L-�� ' P %REL. p�NSITY � 3 7 ' U '- � - Q %REQUIRED 9�_p �� .`�'r-�=' �.p �"G3.v -C�,. _�quipment:__ ___..__� _Remarks: " -� � '� " L, � n.Q ,�.J -1e��.,Z -� �S-e_.- e:� ,��-, .�.� ' �, ..' �.. ���5.�,., ' /', 's y��" � _ I�ar n��rJ� i_��}�.�L�.�Le.1c�._1.��� ►,c.�:n J _�-t� I�1C'1,.L!1"� i (�� ,Q� I / � 'T_C_Q.���11�t�LLy��� �� _ _. ���{ � J S 1c►i'�Q c�r71��ci.J�$ - — -- �/_�s C, ,� ��_��� � :; signed . "'� -•-- �` � 27715 Jefferson, 5uiie 109 SOII T@Ch DAILY �EILD ENGIN�ERING REI'ORT ' Temecu�a, CA 92390 Laboratories � �7�a� s7s-27a5 ctie�t UNIT WT. OF SAND �r;=��= . work order no. � � _ r �1� '�s�---�:u �'� grading conlractor .date day , �� projecl name � �O.���i �' (,,li'j� ] ' 7 �— ��a �~��I`1 lield engineer hours �1��l.Cl��.cJ 1_��i _ - � c�_ __ ,� Ipc�lion �ob superinlendenl / / G-t 1. 3 �`. G- T� � T�ST N O. �'jC �'7 7 `��� � l`� � � -- � f- ��_— �Ce�(c�� � �'e�e��- �e.I�S{ Re-�eS� �.�es�- `a� . LOCATION � [o-� �.jL - � - �C�'3. l��S �� , �a � � 9� SOIL TYP�lPROCTO(� NO. 7 �` - �` �� � _�� _ F__ _ ELEVATION/DEPTH -/ ( ,� 7� _�S -� 5_ �!G � -F — - -- -- A SAND BEFORE /�� �/p .�_�!j �2_�. i��.�- ��1�_ �T__� --- g SAND AFTER,_�__.� L!� �iC� � , 7..�� _�5.� � - . ��I �`�� _ . ------ - — C D I F F�Fi E N C� 7.� � �' <-•<- 7�?� �� .7•�.� ` .� - .--- -- ----- D SAND IN CONE � -�..�� �.3S 3,_�� ._%��'i_ _ .�r" �- 3�`_ _�_�. _.�.---- ----- -_._.___— � SAND IN HOL� j. � 'r' '�7 -r�-��- 3� � ��� � �� '�`'-- — ------ - F 7ARE+SOIL+ R�CK i ,��-" �d - - � � �oG: _.�� __�.�- ------- - G TAR� � i� '7Un----- -7�_..� �_�� � _ _-�-__ H N�-rsoi� ��. �_ �7�. �. �� ��_ 5!�� � ��71,� ?5� _ � WET D�NSI7Y �,� t�� �L�- L�`s, i�6. / %�,:�.:;� � � W W El`,��1V�I G HT „ . . , � � � , � � , � � a� — R K � DRY;WEIGH�1' s I ' ' ' ` � l. � DIFF'Ep�NCE R_�_ � � � �� � � � � _ � � , , , • M � %MOISTUR� �-- -Q-�- ����-�--� D. /�� � l � N DRY l7�NSITY //� G / � /. /1��Z LL�-E- S' �' � t� �.� ���.. _ • O MAX QENSITY ��� /��j_� '��.�J] � „` �Z,�i-, � '- p' %R�L. D�NSITY �v. / �, � �.�/ �D.J `�C-''. � 9�3 0 _ , Q %RE�UIR�D ,�i'p.� in.i�, 9�G ;���.G �=���.u �� U 4y �� Equlpment:______ _____�_.___�_ .__�____.._----_--.---- _Remarks: ' S ` � �- ,�:- � ti. -�i�.�st�.��-� _,�._. ��� cr�,�,�l .� �,�� y� r � r/ , -� �_ .� r I '�_r _ _�� .��.GCi.1�1��-=�C-�. . rr_1 _n -�_�.. I 1�, �c , , I _ L�.� _ / ,—� / > / // Si6llBd_ ��� - •f^('�'rr4!, SOI I TeCh � �. 2��15 ,letterson, Suita 109 DAILY ��ILD �NGIN�ERI�G R�F�RT Temecula, CA 92390 L'abor�tories � ` (714) 676-2745 workorder�o. ���e�t UNIT1/Vf. OF' SAND ���_ -c- � I�AUIL� �rrk)�:Y� project name gradinp canlract0� ^ date day c r �_r�S.—l ex r� BO iJ ��.G f.�i .�1���`�S� -- —��,u.•'S. loc�lion �ob superintendent � lield engineer hours I I"1�� �o-�--- �G" ��. c- TEST N�. /c�3 /o �d� la LOCA710N G°��� �a���j �° � �°� ld �" ,� �6 � I SOIL TYPE/PROCI"OR NO. � � � �� r �LEVATIONlDEPTH � - � � �F �T 4 _ - �� A SAND B�FOR� G �L /� G� � � � g SAN D AF7�R � (� /�� � � _ � �'�, L 7- _ C DIFFERENCE �' � ________. �y�. _ � � _7�� � `�• 1 7 �� _ �_ � SAND IN CONE 3.� -- � -� , � � � -- — -- — �5 ��� �...�_ L,� - - - - --------- E SAND IN HOI..� � � � �� -:•� -___. -�o� ��G ? �.s �- - --- - � TARE+SOIL+ROCK ��� -- - �-1 �� l�L`1 "�s'.r.��� G TARE , -7 �_ � � • . ?� r. _�- H NET SOIL _ C�-4� �t � // _�� .�. �-/� I W�T D�NSITY � � � � � ,-�__ �_ _ L Z_ .��i.� � c:��, _ J w WET WEIGHT � _ - - - K � DRY WEIGHT � ��/ L o DIF��RENCE M � Y%MOISTUR� ..�____ �IIL.�_ .CQ�Q `� � � � N DRY DENSI7Y /�� � ��T ��� � •p _ _ ��, O MAX DENSITY �--�,� - ' � . .L.�.�,,�: /�_. L.3L�_ � U, P %REL. D�NSI�i'Y � � - Q %R��UIRED "D o jr,�� ''G�G �G. Y!>•O _�quipment:� — �_.._._._----------- � /_ _ 1 / / /' _�temarks: — _10�r1,�rG r-�- � G!_ r ����![.`a_45.�._...-'-".��_�I -_ -/ '--�.y 1�4(�rj<� ....'— .C, � 7 1�----.. . - ,..�� � . .Y., . _. :.,. _, - --� ---- � si�e� _ �'�/�� ---- ---�- .._.__. -, - - .�;�r>��:.�:�_�..._- �s...�.....,.._._...... .. _. . SOII T2Ch . . _. 2�715 Jefierson, Suite 109 DAILY F�ILD �NGINEERING REPQRT �femecula, CA 92390 'Laboratories (714) 676-2745 workorderno. _ cuent UNIT WT. �F SAND y�o - 11.�1,n�,��Y projecl name grading conlraclor date day J�.�E�_.�.��..5-�1-�.��. __a�Qr?Vd.�.�l. _ �_� J�1 — localfen �ob suqerinlendenl Ileld en 'neer hours� � y �-e� � TEST N�. �� (� � ll ! � dT �,(Jr !/7� °�� r . LOCATION � 1S� �� � 3 � � SOIL TYPE/PROCTOR NO. ( �'� � ELEVATION/DEPT'H � 7 � � � �_ � _ - A SAND BEFORE ��26 /� � B SAND A�7�R �� �7 �5. �Q �/S C DIF�ERENCE p `: �� 7 �t 7 9 7 � SAND IN CON� T � 3S �r� 3.3 _ E SAND IN H�LE S:'�G �. � � y�? F TARE+501I..+R�CK j �� - _� -� -� ' -�� — — G TARE _� � .� . 7 � 7� __ , H NET S�II� �_ _ � � — � �� - I WET DENSITY �� � -, ;�a, � a J u.� W��' W�IGHT K � .DRY W�IGH1' ��..__ �� � ._ L � DI�FERENCE � M � _._'/o M 01 S7 U R� __._�� /�� �. J�..1�,.� - N DRY DENSITY /�� d � / , ' O MAX DENSITY �- � � _�k;����� P %REL. DENSI�'Y 9�r �jJ -- . � 9� i Q %R�QUIRED -'�_�.� �].U' . G _Equlpment: -f- Q�e-•�s . _Remarks. _. / O._)Y!� �Ar �� rJ.Ar' �Gt/l�_JQ e �"�L�d� . �cQVK ��d�! - - - - �. � P�LrcS�a /'Ne�� P.-� -��-.._, , ���1 ''U�J �,,,�oG� - / 7 . r_'I/l� t .� 27715 Jefferson, Suile 109 SOII TeCh DAILY FEILD �NGINEERING REPORT - �emecu�a, CA 92390 Labor�tories (714) 676-27A5 work order no. . cllent U N IT WT. OF SAN D �_. � "'� -- J � �\ dale daY..� projec►name grading conlractor �j�,�� .� �. _i�- 9 g _ d�-- �f�� �"-` � field engi er hours IacTtion )ob superinlendanl �,,�� . \ �� ' ' � l �� , TEST NO. LOCATION SOIL TYP�IPROC70R N0. - -�-- EL�VATIONIDEP7H - A SAND BEF�R� � — g SAND AFTER `- C DIFFERENCE � D SAND IN CON� � SAND IN HOI.� F 7AR�+SOIL+R�CK G TARE _ H N�7 SOIL � � W�T D�NSITY � W WET WEIGHT _ � �. _ K � pRY WEIGHT - � � DIF�ER�NCE _.� _ - - - �ll � %M0157'UR� �__ _�_ _ - -- ----------__--__ �.�_ �� N DI�Y DENSITY �"^ p MAX DENSITY p ~ %I���. b�NSITY Q %REQUIRED _Equipment:� ,., O � �' G r .Remarks: �--� / l, � (' �� r'] 1 � .Z.�Z' �d �L�U�Mc� t ./�'�SU W�Y'��_.��__ _ � � / �.,_ _ � �����_�,�.� �� � - . � �� ��.��'/ � _�_.r�1��1�I����. ? . `:,� -���r- �� ` �� l.-.J !�T-)�f r R�-f G�_�S�l i r i�� Y i � '�r �f �l„ -� ` - � i ,, - � ��.��.-�� �;//, _ sianed Sail Tech 4 � 27715 Jeflerson, Suile 109 DAILY FEILD ENGfN�ERING REF'ORT T�mecula, CA 92390 L'aboratories � (714) 67fi-2745 wrorkorderno. cUenl UNIT 11VT". OF SAND ` � ���� G� � - �1�I 11�,r�,;��V - � -------- project name grading conlra�lor dale day S� �a I�a r �_�(� a � ._L���0 -r�>�:. baalion 1ob superinlendenl lield engineer hours � �� ���� T�sT No. i► z I r3 � - �� cd� � �.ocaYioN �� �6 SOIL. 7YPElPROCTOR NO. � ELEVATION/DEPTH .f- ��� _ A SAND BEFORE f . � ,� _ g SAND AFTER ��,Z C DIFF'�R�NCE �� ,� d�- _ _ _ D SAND IN CONE ' � �.35 - -- - E SAND IN HOL� �Z _ __ _ F 7ARE+SOIL+ ROCK � 7�c�� _ __ _ G TA R� - _.7G , - --- H N�7 SOIL " 7,3l� � I WET DEN5ITY � S/ � � �'� � WET WEIGhIT J •u1� . i�, � __ _ __y� �_ - K ;�, DRY WEIGH7 J� � �7 - /��� _ _ • ��L�L I� �b' DIFF�RENCE __�- - - - �- -- M :�,�, %MOISTUR� � �� �� � _ - _ N DRY DEN5ITY f�,0 ��D �.�T_ ��T - — _�-� _ . __ y O MAX DENSITY� �� �� � P � %Fi�L. DENSITY � Q °/aREQUIRED Q,� !'�,� EqUlpment:__ __�._._�` / -- .Remarks: � _��� � – r� q-! ���� � , � �� ,,� � ,-�—��,�s� � � ��___.�=_..L_.�:'�� -�---- - --�-- Y ,� ���' �' --���' -� �+�� --_._._._._ � T �:9 siqned � ,• . . ..-�-�--•_.....�;.�:....-�__..........:..__.__._.. Soil Tech � 27715 Jefferson, Sulte 109 . DAILY �EILD �NGINEERING REPQRT Temecu►a, CA 92390 Laboratories _._ -. c�r1�> 676-z745 �r+orkorderno. cliene UNIT WT. �F SAND -��. , /�� _n-�- � - � p W� �_�� prvject name . grading contraclor dale dny ���� � 1��r��-- - ��/�-_._.__ Aocation job superinlendenl lield engineer hours � ��� �; TEST N 0. �_ Y �I�� L� 1 I� _ I� -� r 4C?T �G� �,� L�� LOCATION �� 17 �6 - � ( S�IL 7YF'E/PR�CTOR N0. � �� ��j � �_ . _ _ � �ELEVATIONlDEPTI-I R.V � RG. . � R�. ' " _��_ �� -��-- �Z_ �_ --- - -- A SAND BEFORE / . ��, ��- l�.S� _-_ g SAND AFTER _ �� (r� �� �_ _ _ C DIFFERENCE �� 7���/ �6� 7 77 �_ _ D SA N Q I N CO N� �.._._ 3' 3� �-� ���.� .5��-- - ----- ----- -------- E SAND IN HOL� �j 3� yz3 ��7 � , _ _ _ � _ F TAR�+SOIL�- ROCK 7 �- ��� z_Z_I_ � L� � G TA R� ..______ �7 ....7�_ ���__.�_ ---. _. _ - -�.. H NET SOIL -- --� �� fa�� Z��L ZL. . -- -�- _�..�� I WET DENSITY � i� l_�laa_ _ �3 __ � w WET WEIGHI' a� - - - K � DRY W�IGHT � L � DIFFERENC� Y� _ M � %MOISI'URE __ �� .���_f,�.Q /�•Q_ - r 4R N DRY DENSITY � // , � ���� �^ _ O MAX 17�N51TY ��_2 1�� /��•�_ �)�y.� P %R�L. D�NSITY ���U 9 . 6 9�3 Q %R�GIUIR�U �U.O p.U �'U d Equlpment:.� �_ -- _Remarks: � �' /�_ . 27840 Del Rio Road . Soik Tech , DAIL.Y ENGIN�ERING REP�RT 7emecula, CA 92390 � 714 676-��4� .Laboratories - f � work order no. clisnt l , UNIT WT. OF SAND �� ��� o- -' . � ,�� dala day projecl name rading contractor � L� � Ca i � �� � �;�f�' >,� � - G lield engineer hours� lacation job superintendent ,,�r� �-� � °J<�<" ��' I � TEST NO. � / � �'- �� � �� ,(�r���5� ��C�� L�-t�d ����� ��+ LOCATION ���� 1���� _ `7 SOIL7YP� � `� � �> ` . EL�VATION -1 � -I-( -� � q SAND BEFORE ' . 3S "' - ��• f� � 8 SAND AFTER 3G �. -��=�� `�>>` C D-IFFERENC� �, �G 7.��1 �.7 1 " ��" `'• D SAND IN CONE 3 y� y - -� ��� � y�- �- .��� E SAND IN H�LE �! 6 y.y�/ � , � F TARE + SOIL + ROCK �� ,7 ,�.� . 6 G TA R E , �' .�] 3 � H NET SOIL 7y�- , _, � •� �- � � W�T D�NS17Y ! �;3 � / , � � l, ,1 Z WET WEIGHT K � DRY W�IGHT � L awc DIFFERENC� � -�� - M � %MOISTUR� �3S � / . a N g DRY DENSI7Y /��,(-� // , � <".3 �� ,� '` Q MAXD�NSITY �c�:� � .� 7" P 96 REL..DENSITY �3, . U i�. 7 ��3 �� _ � �-� r� ,� - -�J " �'n `'_. "- remarks: G+ '1 ' �i� - �h �r i e ��-. signed \ � Soil Tech , , , 27715 Jefferson, Suite 109 DAILY FEILD ENGIN��RING R�PORT 1'emecula, CA 92390 l�aborataries � c714� s�6-2�a5 workordarno. ���an� UNIT WT. OF 5AI�1D � � � �� R dele dAy projecl name grading cortlractor - R so.� �U s��Rl� _Q�_��TLA � _ i2- r - �� __ .��� Iocalion Iob superinlendanl � tield e g' eer hours� �— � s ��� - TEST NO. __� L.�T ��.I_zp__ t __ _.�— - -- - ,. d� ��-� �D�- � . �ocA�rioN ` 7 _ .z 3 7 SDIL TYP�lPROGT�R NO. � C�� �_ _ � _ --- -1----- ELEVATION/D�PTH ��.S �� ---- -- ----- --- -- ----. A SAND BEFORE �. .� � 1���.--------� -�-----�-- - .«--- �.�..� ----... --- g SAND AFT�R 3"7�6 3��•�� ___�._. .__�_ --.-_ --._- _— -- , C DIF�ERENCE y� ��y --.._� � ~ • -��___._��. ____— ----_.-- _ ----- . __ — -- -- D SAND IN CON� } `- 7 3 3.�5 '>�� .------- - ----- ---__. ------- ----- -- ------ E SAND 1N h10L� .� S�S�S '�•�� ._ _ _...--- .._._— - . -- _--- ------ --_ F TARE+SOIL+ ROCK �:,r; <'C� �_ ���. _ __ ..._ �____— _____.�.-- G 7A1�� 7�3 �� �`�_ —�.-- ----- -----� ___..__ ------- - -- , H N ET S O I I. _ 7 �.7 ��L .3f,r/ ' ._._ ----- ------- I W�7 DENSITY �I� 17��.G _ _� �_ �__— � � WET WEIGHT K � DRY W�IGHT �I �) /�'/ v I u -e .� :�L� i t71 ��__ L p DIFFERENC� � _ M � %MOISTl1FiE -� �� /�/ � � _ N �DRY D�NSITY � /06,� /05.3 . _ ._ • '� Q MAX D�N51TY l.Z j,�� / _T_..._ _. _...__ P %REL. DENSITY 3 - Q %REQUIRED � d •�;' � �_ _Equlpment: �_ _�. _ __ __ _Remarks: �r�u'� ����-�s�� -���� u�. . ��� ��-��4'�. � � ,,r, > � ,, � a� �q � f ����•--v � . ---- - , __CP.�,S�-��o�tcrl� _� __ - -- . �.��. '!d,,�� . � , . ' 27715 Jefferson, Suite 109 �OI�,T�Ch ` DAILY �EILD ENGIN�ERING REPORT 7emecula, CA 92390 L`aboratories - �71a� s�s-a�45 workorderno. cuen► ' UNIT WT. OF SAND' .'�(i��-1 �< <` � I� 1 date daY � project name grading conlreclor _ �� , � � � � _F7_;'(.-y-, "'" �IE.J tield engineer hours localion 1ob superintendent � � ��;� -� C� r'—'�. T�ST NO. � 2 /� � I�'�_ , R�.�s�-lo�~ l o � � Co�. � LOCATION ,�,a5 � l� , � . �S _ SOIL TYPEIPROCTOR N0. " — EL�VATIONII7EPTH � ./- g -{ -- A SAND B�FOR� %��,1� f�� 3 /�. 3 �, - - - - g SAND AF�ER __.�� , 2. ' - 1 �/.� _ __..__ C DIFFER�NCE ?��_ �� -4 7,G^ c - - --- - D SA N D I N CO N E �� 3.3 3�� ---- -- ----- — - -���-- � SAND IN HOLE �•`t5 S.a� 7 �/, � � �� - ----- —� F TARE+S�IL+ R�CK '_�� � � ]� � , . _ ------- G TARE . 7 � - 1--�� H N�T SOIL �'� ,7S :.L_� -- � W�T D�NSITY ���� L[/� _ --- � w WE7 WEIGH7 � - K � �RY WEIGHT �-- , L Q DI�FERENC� G M � %MOISTUR� � � � �� � , , _ �.._- . N DRY D�NSITY �, / / . 3 !/ 6 � O MAX DENSITY � � / P %REL. qENSITY J� C ( � r ,� 9(>.� Q °/aREQUIRED �>.r� ��7.C� 9G', a.� �6. _Equipment: : Remarks: � ��- « � �oif �ech ' ' DAILY FEILD �NGIN�ERING REPORT ��7�5 Jefferson, Sulte 109 LS��Orat01'I@S remecuia, CA 92390 (714) 676-2745 work order no. cltent �_ ^ UNIT WT. QF SAND � m�f 1 projecl name grading contractor date � � 7 I / cf ay s. rl.t • r lor.ation 1�- �7��� �c�-E- job superintendenl field engineer �hours a � �� T�ST NO. I.00ATION SOIL TYPE/PROCTOR NO. - ELEVATIONlDEPTH� - A SAND B�FORE � B SAND AFTER "� C DIFFERENCE � SANd IN CONE - � � E SAND IN HOLE —� - F TAR�+SOIL+ ROCK � m�--- G TA R E � - �� ' H NET SOIL � - I WE7 p�NSITY - J ,,� WET WEIGHT - �- � K � ; DRY W�IGWT ' L � DIFF�RENC� � M � %M015TURE N DRY DENSITY a r O MAX DENSITY P %REL. DENSITY Q %REQLIIRED Equipment: " Remarks: � ` Z�S��' _ . . �'�/ SQI� TeCh , r 27840 Del Rio Roaci DAILY ENGIN�ERING F{EPORT Temecula, CA 9239Q Laboratories �1a �76-2�a5 work vrder no. clienl U N IT WT. OF 5AN D �`�,� y6a���� ----------__l�v�, �a r _� � _�_.�_—�__ projecl name (]rading ContrOclor � dale day �• � '7 �_ c j` 1� U�'3'2 �.— ���7� _��_�� localion job superinlendenl (ield engineer hours 7 � . TEST NO. 13 / I''y�- _ _ _ _1�3 1��_ s �� + � . y-_ � ,� U;acl�e.5kr -� LOCATI�N Nh N �• �O �af " - s�A , ���( - i�l � .`��I . SOILTYP� � C� � �^ ELEVATION � � _ � �- J � cl-S _ _ � A SA N D B E F O R E l�3 3_. �� 1�L_,1�.�l� -��-. — _� B SAND AFTER ��,c� ��. L� 5.0 (�- � ---- _�._._— C DI��ERENCE � �.?y �� 7. - 6 ,c o _ _ __�. D SAND IN CON� � �� �� �L _ � � SAND IN HOLE �� �U�,Sv� �_ .____ _ ___�..__ � TARE -� SOIL + ROCK �.3 `3 /�, '�,6�� _-�- � ____._ _ __ �L� . -- G TA R�____ � ��..��.. �I� _�� � -_- __-— ------ H N E7 SOI L�� 7 E�6 �.C� G,�/�.��� _ __ _ ----- ----- - — I W ET D E N S ITY /� L�� �� �.� --- --- ---__... ------ --..___--- J Z WET WEIGHT --- -- - ------ ------- K � D RY W�I G H T � � __..�-- ---- --- _�__ _._____ L � DIFF�RENC� -- � � _.__ � — ---- - ---- ---_-- M �j `96M015TlJRE �3 p r � �� 0 �2 _ N g DFiY D�NSITY ��� � ( �y r ,� O M A X D E N S I 1"Y /.7 � �� i�� /,-?�=�? _ ---.--- ---. --___._ P %REL.D�NSITY � U y'/ [ yf// -rJ' , � remarka: � � -°---. 3 rr%'/f_ . �_ ' r SOII T.ECI�1 ' ' 27715 Jefferson, Suile 109 DAILY FEIL.D ENGIN��RING R�PORT Temecula, CA 92390 LabQratories �7,4> s7s-2�a5 workorderno. clieN . . UNIT WT. OF SAND ��5-Q - y['.ti�—•---_ --- ____. pro�ect nama grading canlractar . % dale day � � � - � - D� �� '� � ��e-�� -- ._ loaalion �ob superinlendenl ��•s• lield eng f r hours z �� . � , � 9 r 7 � 7�ST N0. 13 13 _ 0���'� LOCATION ��� d�'1�� ��� `�� � �y sa ���r � 6 z:�e_ _ —_ SOII. TYP�IPROCT�R N0. �^�� � _ ELEVATIONIDEPTH �S� �, ��� + A SAND B�FORE / . � ��_ i g SAND AFTER 3 �---Z C � ( -� _ _ C DIFFER�NC� � c�.�cL ��Z�� -- D SANC7 IN CON� � � 3� ,3 _ � SAND IN HOLE S-3r � v�� `I�� — - __.__ F TARE+501L-� ROCK -� �, � �- G TA R E �� .. 7 3_ � .-I�' _ � H N�7 SO I L ' a � ,7/�� , � � � WET DENSITY � ; �- - � � w WE7 WEIGHT �� --- K � DRY WEIGHI' � l. � QIFF�RENC� _ M � %MOISTURE ��,d � � -- -- -- r �. N DRY DENSI7Y //� 7 L�•�/�G.7 / ,� -- O MAX DENSITY /1''X � �� �� � _ P %REL. DENSITY � � � q °�et��ou�REo �t��r' 9�o G.C� �jO,G� .�qulpment: _. - .Remarks: � -�� � 5 � -�_�.�------._............ .. ..._.--�----__..._-.._.._-.__..t-...__.,�,�.:_..__...._....._...._.. . .. f ' Soil Tech � . .27715 Jefierson, Suite 109 DAILY F�ILD �NGINE�RING REPORT Temecula, CA 92390 LSbOratOrlES (714) 676-2745 work order no. client "'� U N 17 WT. OF SAN D ,5f-�•�-', ly C�� �� g f ,, � W�� - pro�ect name , grading cpntrpctor dale day � e�. u . � VO+ �1 �- �I _ 1��(/�S. location iob superinlendent Iield engineer hours p�`'t I�`� A '!� �.� TEST NO. �� ��O �_� I�� LOCATION ��� �a�� ����- o� � 7 I SOII. TY('E/PR�CTOR NO. I I !� ELEVA710NIDEPTH �}� ,� (� A SAND BEFOR� I.7,. / ,�� �� •2 — -- --- __. � g SAND AFTER � , �_ � — .___._ C DI���RENCE G_ 7 7, 7 � 7� -- ��-- � SAND IN C�NE r �� 3�',3� �,��- - - ----- ---- E SAND IN HOLE � --7 !�, ,� _ _ ___ _ ; F TAR�+SOIL+ ROCK G. ��� � _� '� . G TAR� , .7 . � H NET SOIL � 6 L ,�� 7c, 6 u��,�f_� I WET DENSITY l � � �l, � � WET WEIGHT � . K � DRY WEIGHT � ��� L o DI�FERENC� . M � %MOISTURE ��� 1[�^ ('j , [� _ ,� N DRY DENSITY /D� 1�5: L 1 - ' O MAX DENSITY �� � �� ��U p %REL. D�NSIT'Y �� Q %REQUIRED Gi.G �� 96,� a.� Ca _Equlpment: ---- .-- _Remarks: � S� _-��- � � t�''`'� l�. �.c,��LC�`,� �1�-�1.L ,��,-,...� ��,�_ _ ; I-� r��� �o�����c- .�o_��� -- � �' � �� -ri��� Co � - -- -- �-1� �-� � '�OiaP \: � �Q1.�1 r�.r(��� " ��.r�_��' . PNl ���'�__f 'c� �j' ���rc_ s 1-���dq �� .�i /_ • - r � 27715 Jefferson, Suile 109 . Soil :Tech � ' DAILY FEILD ENGINEERING REPORT Temecula, CA 92390 Laboratories �7,4� s�s-2�a5 work order no. ctien� U N IT Wl-. OF SAN D ���_ i�lb � -�5� QWR __ -- - grading conlraclor d�le d�y projecl name ��) ' 1/ 11�,1��. - -- _��.T��.� �- �� � hou�s �pb superinlendenl lield engineer IOC8l10n � r/�/ ���� ��•r 7 � . T�ST N0. I�I3 Iy '� I�,��.� _ ��5� ���� �o � �ocATioN ��� �-/3� i3` �� �� SOIL 7YPEIPROCTOR NO. r'� �� ^ < < , �L�VATIONID�PTH� �5 .�.1 ��� -� - A SAND BEFOR� ,�� / .3`� . -- g SAND A�1'ER � � �� � . _ —. C DI��ERENCE � � c � �.s� �D SANI� IN CON� 3. � 3,� 3.3 � SAND IN HOLE [ �: C (,� �/_� �._-- ---. F TAFIE-t-SOIL.+ ROCK ,� k ��� � � 2 - G TA Fi E . `7 ��_ �� 3 -- H N ET SOI L - . 3 � , �j ----- � W�T pENSITY � ���F 7 , J w W�T WEIGHT _ _ a K � DRY WEIGHT � - L 0 DIFFERENCE M � %MOISTUR� v � _L,�y �� . - _ _ ____.�_ �. '` N DRY DENSITY _ . �� - O MAX C7ENSITY �� �� P °/uREI.. DENS11"Y �. � Q, v d.� 9 , Q %REGIUIRED �o_a �G�.o a a r -O _Equipment: , .Remarks: , 27715 Jeff�rson, Suite 109 SOII �,GCfI � ' DAILY F�ILD ENGIN�ERING REPORT Temecu�a, �A 92390 Laboratories �7,a� 67s-z�45 .r ;, work order no. client U N IT WT. OF SAN D �`�`�.�� � - - �6� c�:�'� w r' -_.- �_� _ grading conlraclor da�n d�Y � project name �� 1 �{� �a L( Q a ��.r�� --___ __���'`-�" �s ---- 1-"r��� � liald engineer ��Qi��s Ivcation job superinlendent � - y,.�� i� ��1� • TEST N 0. �L�� f��g-- I�_ IS� I� L-�_ /o l i 3 ao.u.�5� , / -� L��� I..00A710N So•V�kS�- �l� ��� - G`/� �� . I SI�,I'�Pi !� �� � � S�IL TYPEIPROCTOR NO. � � �� � � cL,_ F[r- I�G-_ FU. �LEVATIONlDEPTH � .� � �-� _--�-� �_�� _ A 5AND B�FOR� / _-� / , / / , y0 �� !,�.� ;13 � - - - g SAND AF7ER �S , / .b .3 �j�I �Z� -- C 171FFERENCE 7. 77 � '� � r'�� 7�S3 7�7 _ ---._ D SAND IN CONE � 3 �� . . � �'��;r; _ --- -- -- E SAND IN HOLE �/, �f� �7 ���%'�i � �/ / ! �' _ __.� ----. - -- F TAR�+SOIL+ R�CK � �, f j �� O`j G. i.� ,��- - -_-- - G r,4R� r �_ , 3 - � � - H NET SOIL /� j/ /_ �� G./�/ �. � _ I WET DENSITY . / . /3� I ,7 � � � �� --- - - -- --- � � WET W�IGHT aG K � DRY WEI�HT _ L: 0 DIFF�RENC� _ M � %M�IS7URE g.� L. ,� , �- ��" - _ __�..�—._ �__ r ,` N DRY DENSITY � � /�,� ".��.�. ��lr�Z_ O MAX D�NSITY �' ,'� /� .� `,<,.?1 � 1��_ � - P � %REI.. C7ENS17Y 93 j� [� � G '-�� Q %REQUIRED `�r.D �''--'.v C�'� U d G�C'� ��r:4'' _Equipment: , . .. � , ?� ^�. �,,.�-�/�L-�c��' �Fsq..��, -'v ' �' ��" c.,�,•, ,. __ L'. .Remarks: �: .-� � �' `� � � �-•:�t � J�" v 7 �ti - ,�� � l�'��•r t � �'I ''c� :r . ,/� t - ic . .. . � .�/� • � F : 27715 Jefferson, Suite 109 . Soil.Tech • � DAII.Y F�ILD �NGINEERING R�PORT � `Temecu�a, CA 92390 �abaratories �"4� s'6-2'45 work order no. client 11 N IT WT. OF SAN D ��'U _ �,a�' �d w�� --- — grading conlraclor dale day project name � � ; � P,�� �G�1�, �a-a��� -c.� locnlion �ob superinlondenl lield en ineer hours � � � C� T ES� N 0. �.3_ � .15�r.--- �S� _ �7_ �_ � 1 G c�— lb I__ �� _---- �� l�� -� ld�- !�� �o � ��- ��� ��J��� LOCATION � �� " �.�� l� � � ��� �14=1 �.�D �z 73 � ( 501L TYP�IPROCTOR N�. � l � _� �-�,- ��. r� FG• -. f.-C�- Y-G F.c�-- ^ �c�- _ ELEVATIONIDEPTH �7� .�S� _�(, -- f� f f�1 -�/U �� _� __ A SAND BEFORE ; .l`' ,�71 - /?3q � /:'. I o �� �.5 "'.c�", - - i g SAND AFTER i��-� �- �,� L�,� !/ r [ �� .77 S l�1- ����7 - - -_.__ C DIFFERENCE 7�� � �.53 z51� �-�7 , c��!�- ���L� �'�' - -- D SAND IN CON� �3 . � � I"-'� �.�� �S Y.� �>� ��-. --- -- E SAND IN H�L� 3. � 4 � Jr���3 y � ��� 1.``n1_ .�a '-I.�.6 .._ --____— F TARE+SOIL+ ROCK �,�'� � �".� �'� 6��'� ]�/ �� 7,�� _=.�5 �!`�_ ��_ .�__�_. G 7ARE ,7 _�Z__� ���_ •.��� � �7 .� �7-3- . �-- -��. �� H N ET S O I L r �.! SC:_.�'_�_ 7�='c G 7. G � �,l-I L�- ------� , - I W�T D�NSITY ����- 1� ^ �?�y % . �. ��[� 17�s. I ��1_. . � � WE7 WEIGHT _ _ ac K � DRY WEIGHT L � DIFFERENCE �_ M � %MOISTUR� � �� Q.p ��J f7,�__ �� !� p � - _._.__._ �� N DRY D�NSITY �� /I76 /�1. ��� � �� �rG� `�6 �' L� r O MAX DEN5ITY �/��-_ 1�,1- ./,�.���. �c- " l��' 21.�� la`�: ?_. la� �. p � %R�L. DENSI7Y 7 �� 7_ QG.0 3 � . 2 9c G `;�-, 4j;! v Q %R�QUIRED 9��J `��_ _r_� -�.�jG �00 .`aG G �C� ` U. U `1f' c� U 0 .Equipment: � --- � � "5 � ".� Lo-1 7� �s -�`/, �� '�� �7, /���- .Remarks: ^ / . , ' r „J ,4; (J� I� � L•J ��7 c � �C�" . . l � � �`—�=-w�`:� �` �l5 S _ . ,'/9/ - r. � 2�'715 Jefferson, S.uite 109 � SOI� T�Ch ' ' DAIL.Y FEIL.D ENGIN�ERING REP�RT Temecu►a, CA 92390 L�boratories �71a� s�s-27a5 rHork order no. dient l.1 N IT WT. O F SAN D �,�, � , �I`/6a-�� � � �� � _ -- . projecl name grading con ractor • date day � � �� . �- .���• - � localion Job superinlendenl IiQld engineer hpurs � �s� z. � � ''" G.� TEST NO. / � !�3 � �_ 16� i�t'�c<;� ld� �a�- 10�" r'��uu�Y LOCATION �- �J. li� ft� ' �d �'n��� �5'� r��+ 7 ' SOIL TYP�/F'ROCTOR N0. - � � 4� �[, ` F[, rG I=(� �C� - EL�VA710N1DEPTH f� -� -h$ _ _ f -- ---- A SAND BEFORE � � � ,' . � r ;'� _ -�-- ' g SAND AFTER /�,� � ,�y,�,� /,��y � S — C DIFFERENC� -;, �� �,D .C) ' --- �-- D SAND IN CON� j_ -_3 - 3, $� � 3` — - - - --- E SAN D I N H O l.E �Y 1� > C `" 3, 3.� r ___ ._� _ ---- ---- - F TARE+SOIL+ROCK a� (� . z (,� 2, 6. 2 G TAR� 3 � H NE7 S�IL �3�� �. -,.I j 5�' -- � W�T DENSITY /��U �� �� 3�, /_ � -- � w WET W�IGH1" _ - K � DRY WEIGHT _ �n �� o �IFFERENC� ; �M � %MOISTURE ,['] �,� _O - -- --- , '` N 17RY DENSITY �6 , � l�6.� �"Q,� / 9� 7 O MAX D�NSITY � �� ��� ` ' p %REL. D�NSITY q�, � � � � _ 7 �� !v.,,�.- Q %R��UIRED �p ��Q (�� �j_Cj ���� _�qulp�nent:� . _ ` _Remarks: r��l ��/ - � • * 27715 Jefferson, 5ulte 109 SOI���Tech � DAILY FEILD �NGINEEF�ING R�PORT � 7emecula, CA 9239D Laboratories (71A) 676-2745 workorderno. client UNI�WT. OF SAND �.-S�� ���-���( � dale d�y proiecl name � grading conlraclor � a ��G i -� ._r!� , �ob superinlendenl lield engineer hours localion . 7 G� ��/ �, T�sT No. LOCATION - - SOIL. TYPE/PROCTOR NO. EL�VATIDNIDEPTH _ + A SAND BEFORE - g SAND AFTER _.— C DIFFERENCE ___ _� D SAND IN C�NE ___ .. ____— � SAND IN H�LE —_..__ F TARE+SOII�+ ROCK � i G TARE - H NET SOIL _ � WET D�N51TY � w W�T W�IGFiT � K � DRY WEIGHT � _ L 0 DIFF�RENC� _ � M � %MOISTURE _ _ .��_ ,, N DRY D�NSITY ' O MAX D�NSII'Y p %FiEL. DENSITY Q %R�G2UIR�D - .Equipment: �_ .Remarks: S � � � i r � .�r ; ...�� r-:r��� �'�.. .���_ J �� � ,J ,� � � - c>- r'e �a , Q �, �: .�� i-� " �-� f'rG , � � 4/�� _. 27715 Jef(erson, Sui[e 109 Soi I Tech . . DAILY F�ILD ENGINEERING REPORT , �1��g�s 2�45 923g� t�boratories `1181� UNIT WT. OF SAND �,�.. work order no. �� � � � ' day �����-L� `� � ' dale . roject name qrading contractor p ,� ;i i � I�- C�` � — D^J .,,t{r c``� >-: ��).•`- `� /�•1 �'• .P lield engineer hours locnlion �ob superinlendenl f�� � � 1/'� :;�.�., r� • T�ST NO. _ , LOCATION S�IL TYPE/PROCTOR NO. E�EVATIONID�PTH - A SANQ BEFORE �— ' g SAND AF7ER C DI�FERENCE D SAND IN CONE � SAN[7 IN HOLE - � TARE+SOIL.+ ROCK - G TARE H NE7 SOIL � WE7 D�NSITY � w W�T WEIGH7 - � �� K � DRY W�IGHT L � pIFF�RENC� _ — _ fv1 � %MOISTURE ----v.._�_----��.._�._ � . N DRY D�NSITY p MAX DENSITY p � %REL. DENSITY q %RE�UIRED _�quipment:_ - � . _ i.?/r-"�'^/ -. • ''•- 7�._.- ',�r :d ',- �.. �� �� _Remarks: -�=L- -� t .�'` r .,, s. ,.� ..y r'� _' �� p I�` � "> .v �(� /'�� i31� `7' �- � ti) r r -+ Q � ' I ' � � ��� � _ ~-Y--• . e T . , 27715 Jefferson, Suite 109 S�II �'eCh DAILY FEII�D ENGINE�RING REI'ORT Temecu�a, CA 92390 �..abQl'3tQrIeS (714) 676-2745 i work order no. client U N IT WT. OF SAN D / /G=�� G� r day --- � grading contra t dale �� I�� I,� project na // � "�(/ e �l�Gr�+ S. �1' � �'� r � ho��s �ob superinte�� field engineor � � location n�� ��/�� �� �� < �.l TEST NO. LOCATION SOIL TYPEIPROCTOR N0. ELEVATIONIDEP7H� - -�— � A SAND BEFORE --- --- g SAND AF7ER - C DIFF�RENCE --- -- D SAND IN CONE —� - -- E SANb IN HOL� - --- F TAR�+SOIL+ ROCK — G TAR� - H NET SOIL. — � W�T l7ENSITY — ,� w WET WEIGh1T - a� K � DFiY WEIGHT - L � DIFFEFiENCE i M � %MOISTURE . � I --- I N DRY DENSITY �, O- MAX qENSITY ; p %REL. DENSITY q %REQUIR�D �_ _Equipment: /k Remarks: /,(J � /�G' � /� � � +-►- - - . _ * . • •S(}�l�,-Tech � � . ,, 27715 Jefferson, Suite 109 �AILY FEILD ENGINE�RING R�PORT Temecula, GA 9239� -Laboratories �7,a� s7s-27a5 workorderno. cllent UNIT WT. OF SAND �� , f_ � C� -C.— '. .��c�! �_� projecl name gradiny conlraclor� dale day 2. � _�P..1� � �` �� .` — --�_1.+�.—...� loc�lion job superintendenl lield engine r hours � � � �� y.� T�ST NO. �� �8' _ �` ,�� ��- LOCATION /� �a�� ' SOII.TYPEIPROCTOR N0. � ELEVATIONlD�PTH .� A SAND BEFORE /�51 / .57 __ _� B SAND A�T�R ��3 ./[� C DIFFERENCE � � � � SANp IN CONE 3 �� _ _y � SAND IN HOL.E :'j� ��� F TAI��+S�IL+ ROCK -7 � � � _ � G TARE , � �T W H NET SDIL �, � I W�7 DENSITY �1 � � J w WET WEIGHT K .� DRY WEIGHT � L � DIF�ERENCE _ M � %MOISTURE � -�-- N DRY DENSITY // � , r � O MAX DENSITY � P %R�L. bEN51"f'Y Q °/aRE�UIREl7 ��G _Equlpment: .Remarks; ��-�rG�-1 , � � ��- � T��� , _-��l ;�L _ r��.��,,� ��. , �___ � l , ;> � � � 3 T 27715 Jefierson, Sulte 109 �OI�,.��Crl ' ' DAILY FEILD ENGINEERING REPORT 7emecu�a, CA 9239p (71q) 676-2745 L�boratories � work order no. cuen� UNIT WT. OF SAND ,���� rl � �� r�.� • �.^v. ' v-�S� d�y _�. " grading conlreclor date � qro►ect name . �� � 1 �j-'.i(- �1��: �- � j �t'�.:,__�� � c. ._ -. --- --- C- ~ field enginyer ^ hours �� localion job superintendenl ��, '? 1� i:�.�.. _--� �v.� • TEST No. __ �?a -�ZL.__ 12a--� _---- - r���F a � ���-� ,� �h� � �°� LOCATION � `� .��� 7 J � SQIL 7YPEIPROCTOR NO. �r � �S . - ,/y�•5 �� 4,-�L-`-- r��`(�"� �LEVATIDNlDEPTH - q SAND BEFORE /� J� . _ � -r/3 i ,y� - _ g SAND AF7ER ;; -;'� C/, 7 / `'t(/ � �l C pIFFERENCE /,�,:� ?�(� D SAND IN CONE `�; "<;�; 3.�5" 3.3 f - �� E SAND IN HOl_� �>'r'l �/, � a���� � � 7ARE+SOIL+ROCK �^;` r 7.�� ,� , µ ��'`� G i AR� � � . �� � H NET SOIL �-�f/ � �� � � - � WET DENSITY �� /,2 -, 2 � �_ ^ � � WET WEIGHT _ - �- K � DRY W�IGHT ` � � L 0 DIFFER�NCE M � %MOISTUR� l6";� c� �--�--I-- ; -'-" - � �, N �DRY DENSITY /��,,� '��J / �I�.� p MAX DENSITY - -' �' �� ��r� �� .,� �% p %REL. D�NSI7Y �'•"'c' j�',2 � `�r' q %REQUIR�D 'r: '" �J CJ ��0.D r�C� _�qulpment: _�temarks: - �.,� ���.. _�—. � � . � , . �7715 Jefferson, Suite 109 �oo��Tech DAILY FEILD �NGINEERING REPORT Temecula, GA 92390 Laboratories (714) 676-2745 work order no. clien� U N IT WT. O F SAN D '�`:'r� U ' �� � 1 � . �.... �..�.t __. �._��.. project name grading cpnlractor dale day P LC, a `�� � lu-�(,� _ _fl:_I p rsa-a � nours location job superinlendenl �lield ngi eer 17 �4 �d �` � �• �r�sT No. �`7-� -I 7� - 7� Ii1 _ �i-'� �!/r'W�Y �il��i�� Wi�L�.r_�i�i� . A<cas� ,4uc$Sri ��. �.Q. Kc��cl' Rv.�r�� �a.{�Y� ti1o.�Y",� LOCA710N $a.�.��T S��f� �"r���. ���,�er� ,G ��l- o d:��of� ��(-of i-'r j ��l( '�/3 �/� - SOIL TYP�IPR�CTOR N0. Pj � - �c, �b _ �LEVATION/DEPTH .�-� �4 � �_ � A SAND BE�ORE /Z_ ! ,� l��(� - - g SAND AFTER /�, 7 �, � �p C DIFF�R�NCE 7.[�f� .b6 7 6 -- D SANpINCONE � � �,3 3,� ?, �`� — _-- _ E SAND IN I�10L� �-/p , (� ���� � � � � F l"AR�+SOIL+ROCK 7r5c� ), 7� 7 �. _ G TARE , 73 .� 3 3 _ H NET SOIL (.� ,3/ , / 723 �.(, --- � W�T DENSITY 1�� .� � — � ,J w WET WEIGH7 . � , - K � DRY WEIGHT L o DIFFER�NCE _ - M � %M0157URE L(�.� /d, (�. _ -----:r . N DRY DENSITY / Q . j /� �I J�7',� p MAX D�NS17Y �� Z �� �� .2. ,� P ��o���. D�NS17Y �,� 93 ��-6 93 3 Q %REQUIR�D `��G� y4.G ��.�J ('j.G _Equipment: � _Remarks: _ - - _�,�.-,�. � -��- - . � . ............ ., ....._ . �...... ....�....__._�.�;>�i�i:fii:F�ua'.�S:i.�;;-:;-:i�wi�ii"..;:&:s�.�_�..__�,.' • . � � �OI�,:��Crl ' ' - '� 27�715 Jefferson, Suite 109 DAILY F�ILD �NGIN��RING REP�RT Temecu�a, C,4 92390 Laboratories (714) 676-2745 workorder�o. � c��ent UNIT WT. OF SAND 1Y6�-c- r �. r� � project name grading contraclor date day ' � 'ac G f � ��� ^ � �CJ _� localion job superinlendenl . field e� er haurs r /. � TEST NO. LOCATION SOIL TYPE/PROCTOR NO. ELEVA710NlDEP7H A SAND B�FORE i B SAND A.F7�R C DIFFER�NCE � SANp IN C�NE - E SAND IN HOLE �� F TAR�+SOII�+ROCK � v G T'ARE � - H NET SOIL I WET DENSITY � J w W�T W�IGHT � K � bRY WEIGHT L � DIFFERENCE � M � %MOISTURE N DRY DENSITY ` � r ' O MAX DENSiTY P %REL. DENSITY Q %REQl11RED Equipment: Remarks: � � , - . ' -� -�3- � - - - a J i . c:; _ \ �.. _ - � i _»_ ,_ -,- - . _ _ .. ; s � i . . ; _ � I -. PRELIMINARY G�OTECHNICAL INV�STIGATIQN ; � I Industrial Park 3V -- Parce� �ap 19582 � _ _.___._._�. � I Rancho California, Ca'�'sfo:rnia. i J. N. ��6a--��ozN�TE - ° tID�B P _ �BI tim�s I chanc� I perm� I ing �. i site c� �� i � Ofstrir.: � June 77, 79$5a�d ;�pc:, � �#fU6d t(� ,.-. I i I t � I i � for i d �p�`f���_ Hawkins , Robertson & Ass�ciates � �j� �t �11 376�+ Elizabeth 5t�re�et I �� � �C;y Riverside, Califr�rnia 925�06--99'98 i ,�� ���� t x� Ut���,��:•"� A. 1tnc� . ' �t• ° _ _: ,� , � r��,:;�..;� , t pp�o���,_�.`P,. ':e i v�����. �a _ „�- L - , 'twwV° I t�pn �� `""� prepared by � i Pioneer Consultants I 251 Tennessee Street ; Redlands, California 92373 ; i r��ro�� � .0�� �� � � � , /� �,��i�A���1_� I �i - �:::�. � - 5'_� •- '� :' ` , pivn�er consu.ltan,ts � • 251 TENNESSEE S7REET • REDLANOS, CAUFpRNIA 92373� (71A) 793•2691 - -. � �. N. zo��—ooz - June 17, 1985 Hawkins, Robertson � Associates 37G� Cli�abeth Street Riverside, California 92506-9998 Atte��tion: Mr. Charles E, Robertsr�n Re: Industrial Park IV -- Parcel Ma,p 19582 Rancho Cali�Fornia, Californ9a Subject; Preliminary Geotechnical fnv�estigation � Gentlemen: � At your request we have completed �n ad�ditional preliminary geotechnical investigation at the refereraced project site. The objective of this study was ta supplement the work previously done at the site (Pioneer report, dated Septem�er 30, 1983, J . N . 1208-1$1 to _ KACOR Development Company) to deve�op more specific recommenda- � tions for the modified grading plans. This investigation essentially confirms th� subsurface and ground- water conditions abserved earlier. Our investigation indicates that th� site, in general , is suitable for the proposed development, pro- vided the recommendations of the report are fallowed. These recam- mendations essentially pertain to the limiting sizes and loads on the foundations for the anticipated grading at the site. 4Ve trust that the information in this re�part meets the project needs. If you have any questions, please call us. Very tru ly you rs , PION��R CONSULTANTS Jagdish N. Mathur, P. E. Warren L. 5herling , C. E,G. #1185 Principal Geoiechnical �ngineer Project Geologist WLS:JNM:Ijs Addressee (2) Attachment �. C:� - -' , J. N. 2067-002 - , Hawkins , Robertsan � ff�tssociates � � June 17, 1985 1NTRODUCTION This report supplements our report dated September 30, 1983, sub- : mitted to KACOR Development Co►rrpany, ir� which sul�scarface condi- tions in the project area were Evaluated, and ��r►eralized geotechnical recommendations were developed. The o�jective of this current investigation was to develop more specifc recammen�a�ions for the construction of !ig)�t industrial buildings. An a�3ditior�al field inves- tigation was done to confirm the distribution af su�surfac� soils throughout the site and groundwater cor�di�i�ons. A�Itlhough a fot-by- lot evaluation of the soi� conda�ions ar�d develo�rnent of geotechnical recammendations were not the i�tent of t.t�Ns investic�ation, a range of parameters (such as , depth c�f f�J�l , de�t� of groundwater below existing graund level and an��ci�ated foundation soils) were con- sidered so that specific recomrra�nc��tior�s could be developed for any lot if these parameters were knoa'v�� for that lot. For the sake of �� completeness, the field exploration �rad laboratory testing data from ��� our previous report are included iu� t'�ais report. PROJ�CT D�SCR9IPTION 4Ve understand that the site will be developed as an Industrial Park consisting of light industrial and cammercial buildings. It is �roposed - to divide the site into fifty-nine parcels, ranging in area from less than 1 acre ta 23 acres. The �xact locations and types of structures on these lots ar� not known at presen't; only the street alignment for the extension of Winchester Road sou'�h of Jefferson Road is known. BasEd on the proposed grade on this street, the �ad elevations for the adjacent parcels were estimated. These �stimates indicate cuts up to 3 to 4 feet and fills up to 6 feet on I�ots 9 throuc�h 59. For other lots similar grading is anticipated. SCOPE OF SERVICES A preliminary geotechnical investhgatian of the site was made that - included the following : 1 . A tatal of twelve barings, three durir�� tl�is invest�gat+on and nine during. t4�e previous one, to investigate t'�e subsurface soil conditions, abtain samples, and conduct in-situ tests for consis-- tency; 2. Fourteen qu7si--static cone penetrometer soundings, nine during _ _.,, .. this. investigation and five during the previous ane, to obtain in-situ "tests for consistency and soil type; 3. An office geologic investigation of the site based on our previous work on this site; -1- �,;, �. . - - � J. N. 2067--002 . • �� Hawkins , Robertsqn E r�ssaciates . „ June 17 , 1985 4. Laboratory tests of the samples obtained from the above field exploration program ta evaluate the praperties of the soils at the site; and 5. Geotechnical analysis of the laboratory tests, in-situ tests and ' field observations to det�rmine the suitability of the site to develop general geotechnical r�cornme�n�lations far one to two- I story industrial/commercial buildings. SI�� �ONDITIONS � The site for the project area ;h.as essentially the ftat topo�raphy of a flood plain in the southern ��ree--�Fau�'ths of the prop�rty. The site generally drains to the s�uth wath �uerall gradients of D �to 1� per-- cent. There are two main stream channels at the site: 5anta Gertrudis Creek and Murrieta Cree'k. Santa Gertrudis Creek is a natural stream channel crassin� �the site. An embankment of man- � ' made fill presently exists on 6oth sides of this channel. It is pra- posed to realign this stream to th,e .south of its present course and canstruct a new channel. Murriet� Creek, which is an u�ilined stream channel, forms the southern baundary of the site. The creek bottom is loose, saturated and contains clean sands and sills. In addition , there are threE dry lakes in the nor�hern �aortion of the site near - Santa GErtrudis CreEk. One of th�se, south of Jefferson Avenue, is a marsh which represents the perched groundwater in the area. The land is essentially vacant and is used for farming and grazing . P. moderate growth of grass, brush and w�eds covers the area and a number af trees exist. The tentative grading plan provided to us, from our previous investigation, shows that a number o� und�rground utility lines (including gas , electric, water and telepl�one) exist at the site. � FIELD INV�STIGATION A field investigation, comprising nine l�orings and five cone pene- ' tration tests, was done during our previous investigation in 1983. Additional borings and cone pe�netrat�ion tests were don� during the present investigation to suppler�en't the previaus information. Supple- mental information about subs�.a�"face so�l cmnditiflr�s at the project site was investigated by drilling t'hr�e add4'tio�al bore holes to depths up to 3Q feet and conducting nine cane penetration tests up to 30 feet in � depth distributed over th� entire area. �o�ation of the borings and con� penetratian tests is shown on Exhibit 1 . The borings were drilled using an 8--inch hollow stem rotary flight auger. The materials encauntered during drilliny were visually examined by our field engineer and lagged. Intact ring samples (2.5-inch diameter) and bulk samples of the various soil strata were -z- �� �`;- - � J. N. zo67-ooz Hawkins , Robertson � �ssociates � , . � June 17,. 1985 � _, Plasticity Index: This is d�termined from the liquid limit and the p astic imit o the soils. The liquid limit is the moisture content at which the soil changes from a plastic to a liquid state, and the plastic ... , , - � . limit is� the rr�oisture contEnt at-,whic4� the soil -chan�•�s�. frorn ,� ,semi-�" .- „ ,.° ° solid to a plastic state. The differer�cc in these values is the Plas- ticity Index and is the range of rr+oisture content at w'hich the soil is in a plastic condition. It is used to aid in the classification of the soi I. *Sand �quivalent Test: This is a test fd,r t�e r�apu�d d�termination of t �e relative proporttons of fin,e silt ar�d clay ma�erials within the soil samples and is used for a rel�ti�re com,�arison af soils ir� the deter- mination of the selectian ofi materials �or �'�e "R" value test. *"R" Value Determination: The 7°�" value test is used to evaluate tr�ate an untreated material for b�se, subbase and subgrade for � pavement thickness design. *Resistivity Test: This test was c��ducted on drive s�mples of the finest grained soils encountered. C�Difornia State T�sting Procedure 643 was utilized in lieu of a fiEld test which avei�ages the results rather than providing the lowest value. Direct Shear; This test is used to develop the bearing value for s ope stabi ity analyses. Consolidation: This test is used to estimate the maximum anticipated sett ement under various conditions o� loading. *pf-I : This test was conducted on a soil-water slurry by our co►�sul- tant soil chemist, and it is. used with the resistivi�y test in California STP 6A3 to estimate the corrosion patential ofi the soil. Results of these laboratory tests are ,presented in Exhibits 23 through 27. SUBSURFACE COND�TIONS Based on the information o�btainEd �rom the field o�bservations, borings drilled , and cone penetration tests made throughout the site, the r�eneralized subsurface soil conditions may be described as predomi- nantly granular sails to a depth af 50 feet. How�ver, occasional layers of clayey sands and silty clays �vere alsa encountered. The suppl.er�ental . field . investigation es,sen.,tially confirms the , in�,e,rpreted soil conditions described in our 1983 report. - * ests one for the previous investigatior�. _q_ , C: (, _ _. - J. N. 2067-002 - , - Wawkins , Robertson & AYssociates � Jun� 17, 1985 : Soil conditions in Parcels 1 through 8 were interpreted from the data fram seven cane penetration tests and three borings. The soil profile in this area consists of the upper 9 to 15 feet of loose to medium � � -: � dense,- sands and silty sands underlain by interbedded I'a�ers of medium stiff to stiff clayey sails ancl sa�ds to depths of 25 to 30 feet. ' Tf7ese clayey layers are, in turn , underlain by sandy soils in a medium dense to dense state. The groundwater in this area was encountere�l at an average depth of 8 feet below tlh� ground surface. F�owever, in the previous investigation the c�roundwater was observed at about 4 feet. In the area of Parcels 9 thro�gM 59, the soil conditions consistecl of loose to medium dense silty sands and sarads underlain by intermixed I layers of inedium stiff to stiff clays and Roose to dense sands and silty sands. There is no definitive �atte�rn of distribution of these soils throughout the site. Howev�er, i�re the top 50 feet of depth, the � clay layer could comprise 10 to 30 percent of all soil. The ground-- water in this area was observed at an average depth of about 8 feet during the supplemental investigat��n. In the previous investigation groundwater was observed at a depth o�f 5 feet. In general , the groundwater depth tended to increase to the soutr� near Murrieta Creek by about 3 ta 4 feet compared to that in the - north , near the fault setback zone. GROUNDWATER CONDITIONS There are two distinct hydrological environments wf�ich were recog- nized across the site under investigation. These two environments have very different geological histories which have resulted in the development of differing topographical and hydrological charactEris- tics. The cause for these differences is the Wildomar Fault which is a major northwest-trencling fault cross-cuttiny this site. The location of this fault is shown on the enclosed Plot Plan, �xhibit 1 . This fault forms the northern branch of a two-fault, parallel, system which - is responsible for the development of the Elsinore Trough. The trough is the surface expression of the graben or doGvn-dropped block between the two faults resulting from the relative displacements associated with these twa faults, The relative movement along the 4'Uildomar Fault has resulted in uplift of the terrain on the north side of the fault, This uplift has brought about an Er�sional conditian with very little deposition in this area. As. a re.sult., a rounded hilly terrain has developed. with numerous elongate ridc�. es and stream channels trending to�var-d the trou�h. These topagraphic conditions have presented a complicated hydrogeo- logical environment which is difficult to interpret without a larc�e quantity of data. Based on the limited data at hand, it would appear -5- r:�. : � � .. - i � • � �. N. 2os7-ooz ` , � �'. • Hawkins, Robertson & A�sociates � , „ v June 17, 1985 -, I that the area is composed of a multiaquifer system comprised of esser�tially sand aquifers and clay�y silt aquitards to aquicludes. : (These are layers which confine or impede the vertical movement of groundwater. ) - � The area northeast of the fault, as described above, is composed of a ' multiaquifer system which becomes progressively rnore complex with a i greater separatian beiween the graund surface and the water table. i As the separation increases a perched water tabl� may become present ; seasonally due to percolation of surface water during the years and i s�asons of hic�her precipitation. T:he borings drilled to date in this � - area did not encounter perched �vater above the low p�rmeabiiity soil I horizons , but the possibility exists nonetheless. ! At present the depth to the g�'oundwater table varies fram 10 to i 13 feet below the existing ground surlFace directly north af the fault trace. This depth increases in the nor��oeast as the ground surface efevation increases. This separation becomes more pro�7ounced north ; �� of Jefferson Avenue as the topography �evelops into hilly terrain. In � this area, water depths are in excess o'F 20 feet in most areas except ; the alluvial v�lleys which may contain perched water which was not � identified by our investigation but is assumed to be deeper than 10 to i 15 feet below the ground surface. ! - i Previous investigations indicated that the water t�ble in the vicinity � of th� fault may bE as high as within 6 feet af the ground surface. I Also, this high water table may cause a situation where rising water ! may flow within Santa Gertrudis Creek, and a spring may develop � along the fault escarpment. ; I The area south of the Wildomar Fault is characterized by very rapid , recent alluvial d�position, typical af flood plain deposits. The effects of the down-dropping of this area creating the trough rvas responsible � for the development of a near homoclinal topography with a gradi�nt i of approximately 1 percent to the south-sautheast. i I The hydralogical properties of this area south of the fault are similar � in some respects to thase north .of the fault, in that, the basin is � c�mposed of thin units of alternating aquifers (sands) and aquicludes to aquiiards (silts and clays, respectively). The particular harizons � of each unit were found to be very cantinuous with distance; although significant pinching , swellina and gradation changes within i each unit were recognized. These changes impart different hydro- . . _ _ I.ogica.l propei�ties to each unit. Th.e effects of thesE -changes were � directly seen in groundwater elevation fluctuations across the site which has the most significant impact on this development, Fluc- , tuatians were minor on the order af 1 to 2 feet, depending on the ` thickness of the underlying aquiclude which imped�d drainage of the , percolating surface waters. _6_ ; ( � �" ., .. ' � J. N. 2067-Q02 - - , : , Hawkins , Robertsoit. � Associates � June 17, 1985 . Qne to two-foot fluctuations in the groundwater elevation in a multi- aquifer system of this type are common and, under different circum- stances, would probably have very little influence an a particular : ' pr�oject. But in this area, where the existing . groundw.ater table is - between 4 to 9 feet below the ground surface, the problems of drain- age of percol�ting water and "mounding" of groundwater over the thicker aquicludes cr,eating p�rc�ed water- tables are significant. During periods. of peak runoff and prec�}�itation, rises in the water table will result clue to this mounciin�g and , in some areas, may approach the existing ground surface. Thus, care should be taken in design to allow for �oth a s'hallow water table and periodi� ris� in groundwater elevation. The ar�as most signif3cantly aff�cted by this shallow water table are Parcels 1 through 8 and the southwestern 3/4 of the parcels east of the new Santa Gertrudis Creek chaa�r�e1 or that area soutfiwest of the Y� Vv'ildamar Fault, bearing i.n mind that t}�►�E groundwater could be within 5 feet of the ground surface near the fault, getting progressively deeper to 9 feet nEar Murrieta CreebC.. GEOLOGIC AND SEISIviIC SETTING Regional Geologic Setting The site lies in the I'eninsular Ranges Physiographic Province of California , within and adjacent to the northwesterly-trending Elsinore Trough. The term "Elsinore Trough" is commonly used to desic�nate the elongate alluviated basin betwe�n Corona on the north and the upper Wolf Valley on the south. The trough is an expression of the Elsinore Fault Zone and is, in general, bounded by the Willard Fault Zqne on the southwest ancl the Wildomar Fault Zone on the northeast. The Elsinore Trough structurally separates the Santa Ana Mountains on the southwest from the Perris Black on the northeast. The faulted stratigraphic succession in the regian af the site, on both sides of the trough, can be divided into two basic parts: 1 . An older Middle and Late Mesozaic Age basement complex com-- posed of low-grade metamorphic rocks nf the Redford Canyon Formation, and Santiago Peak Volcanics and plutonic (granitiG) rocl�s af the Southern California Batholith; 2. A yaunger series af sedimentary and volcanic rocks of Late Te�tiary and Quaternary Age; whi�h includes the Santa Rosa basalt (can be seen capping and forming the flat-topped mesas to Che southwest--Mesas de Colorado, de Burro and de la Punta) , the Temecula arkose, and unnamed sandstone ancl conc�lomerate '��� formation, the Pauba Farmation, terrace deposits and alluvial debris. _�_ ( (^ .. - ' � J. N. 2067-002 •� Hawkins , Robertson � Pr�ssociates - _ � June 17, 1985 _ The Elsinore Fault Zone ir� this general region has displayed a rela- tively mild seismicity when compared to the other major northwesterly- trending fault zan,es within the San Andreas system to the nortl�east, i.e: , the San Jacinto and San Andreas �ault Zones.° ' '-' � ' � Local Geologic Settin In general , the low-lying valley porticns of the site are underlain by Quaternary alluvium consisting of silty sand , sand, c�ravelly sand and cobble-gravels, and the high-lying or hilly portions by the Quaternary Pauba Formation consisting of siltstor�e, sandstone and � congl`omerate. This formation is furtk�er described as a light brown, moderately well indurated , extensively cross bedded, channeled and filled sandstone and siltstone facies that contains occasional inter- bedded cobble and boulder conglomer�te beds. Settin �� Seismic g The site lies in S�uthern Californi� and , thus, within an area which has experienced continuous seismic activity and intense seismic shak- ing in the past. It is not knawn with what greatest intensity the site has been sl7aken in the past, but reports of �t least intensity V events have been received from the valley region iri the vicinity of ihe site. Numerous earthquake Epicenters of Richter Magnitude (Nl) �+. 0 to 4.9 have been located within 100 kilometers (62 miles) of the site for the p�riod 1900 to 1974. Others include 24 epicenters of Ivl 5. 0 to 5. 9 and 9 epicenters of M 6. 0 to 6. 9 The greatEst plotted epicenters of M 6. 0 and greater are for earthquakes which occurred in 1910 and 1918. The 191p event of M = 6. 0 (estimated) was centered approxi- mately 26 miles to the northwest af the site within the �Isinore Fault zone. The 1918 event of M = 6.8 (estimated) 4vas centered approxi- mately 22 miles north of the site within the San Jacinto Fault Zone. Anather major nearby event accurr�d in 1923 [ (M = 6.2 (estimated) ] - which was associated with the San Andreas Fault Zone, �+0 miles to the northwest. The Elsinore Fault Zone, in particular , is of prime concern with regard ta the seismicity of the site. Ground Accelerations from Earthquakes Estimate� of maximum peak gro�!nd accelerations du� to postulatea maximum credible and maximum probable earthquakes on faults con-- sidered significant to the project are summ�rized on Table 1 . The maximum credible �arthquake far a fault is the greatest event that the fault is consid�red capable of generating . This does not imply that such an ever�t has occurred or will occur on the fault. The maximum � probable event, on the other hand , is based on the abserved or _g_ . � : _, ' � J. N. 2067--002 � . Wawkins , Robertson & A,ssaciates - � June 17, 19,85 " -. � _{ � reccvered. In additipn Standard Penetration Tests (SPT) wEre made to assess the consistency of the v�rious soil layers. Both the ring sampler and the split spoon sarnpler for SPT vrere driven by a 14�- pound hammer free-failing by .3Q..anches_ „ , . The quasi-static con� penetrometer saundings were made i►� accor- dance with ASTM star�dard pracedure Na. 3�47-70. The cane is adv�nced at a const�nt rate af 2 centimeters per second (approximate- ; ly 1 inch per s�cond) , and the tip resistance an�d friction sleeve resistance were autom�ti�ally abtained from our �Iectric recording system. The soal types encountered we.re cier��uced 'by �.amparing the magnitudes of the tip cone �res�s��nc� anc� the fric��o�n sleeve ratio. � Graphic records of the cone �enetr'ometer {ogs and Ynterpreted data accampany this report. The locations �f t�e cone per�etrometer tests are also indica�ed on Exhibit 1 . � - Logs of borings and cone pene�rat'�o�r� data, including interpretation, are presented in Exhi�its 2 thra�v�'1� �2. L.ABORATORY TESTING The following tests were performed for this project in our laboratory I�' in accordance with the American Society for Testinc� and Materials� the State of California Standard Specifications or contemporary prac-- tices ofi the soil engin�ering profession. In-Situ Moisture a�d N7ensity: This test consisted of weighing and I measuring the drive sarri��es ob�ained from the borings to determine their in-place moist�re and de�sity. These results are used to analyze the consistency af the s��soils. Standard Penetration Test: The 5�t�nc9ard Penetration Test, althou�gh a ie d test, is used to etermine t�e r�lative density of the subsoil and alsa the allowable bearing vaoa�e and total settlement. This is i basically for cohesionless materials. Maximum Density -- Optimurra Mais�ua-e Determinatian: `i"has test deter- i mines t e ensity that a soi cara 'be compact�d at varia�+s moisture contents. For each soil mixture, there is a maxirimui7i dry density obtained and the associated optimum moisture content. The results - are used to evalr�ate the natural compaction, the control o�F the grad-- ing process and as an aid in developing the soil bearing capacity. This test is base�a on tl�e ASTM Standard D1557. Sieve Analysis: This test determines the size of the soil grains wliich constitutes a soil and is used in generating an engineering classifica- ��' ..tion of the soil. �; -3- {f (. . - • - J. N. 2067-002 . , ; Hawkins , Robertson � As�sociates � ` ' June 17, 19$5 � known seismic activity assaciated with the fault. The maximum proba- ble event is considcred to be an event that may be expected to accur with a recurrence interval of 50 to 100 years. The estimates of .... ... gro.un.d.. accelerations, present.ed in Table 1 , include the influence of site soil conditions bas�d on the corr�lations presented by Seed and � � athers (197G) . �' I TABLE 1 '• 1 SUMMARY OF SIGNIFICAPJT FAULTS AND SE15M1CITY ; : Est. Earthquake *Estimated Max. Peak � Distance Max. Mis�oric 14agnitude Cround Acceleration (g) from SSte Fault Earthquake Maximum Maximum Maximum Maximum Fault (miles) Type (date) Credible Probable Credible Probable 1 � I � 5an Andreas 38 Strike- 8.0+(1857) 8.S 8.0+ 0.17 0.16 � ' slip San Jacinto 21 Strike- 7.1 (1940) 7..5 6.5 0.20- 0.13 slip I I Elsinore- 0-� 5trike- ------ 7.5 6.0 0.45 0.36 I ��+ Wildomar slip ' I Newport- 24 S�rike- 7.0 (1933) 7.5 7.0 0.17 0.15 � Inglewaod slip ; i * Based on Idriss (1978) and Seed and others (1976), the range ofi values reflect the i influence of range of soil profile conditions. 7he values are for deep cohesionless � profile in the lower alluvial areas. ` i CONC�USIQNS APJD RE�t�fvtN1ENDATIONS ! i _ Liquefaction Potential ! Three conditions are necessary, and all are required , ta induce � liquefaction in c4hesionless soils, such as those encountered on this � � site. First, sand.y soils must be loose and prone to densify when vibrated. This c{uality is usually measured by the relative density of the soil. These soils are present on this site. Second , water must be present in the loose, sandy sail. At this site, loose granular soils below 6 feet may be saturated. Third , vibration of th� soil must occur. �ecause of the proximity- to the Elsinare-Yv.ildomar Fault, this must be regarded as a distinct passibility, _g_ �. : C _ � . . ! . , . �. N: zo6�-ooz � Hawkins , Robertson � Associates � ' . � � June 17, 1985 �` � ` . � Potential for liquefaction at the site was evaluatEd and presented in our report of September 30, 1983 for the anticipated ground shakina . during a maximum probable earthqualce on the Elsinore-Wildomar ; Fault. The evaluation was made using the simplified procedure sug- gested by 5eed, et al . (1971 ) to estimate induced stresses in the soil in conjunction with the observed behavior of soils during }�ast earth- ':, quakes, summarized by Seed , et al. (1983) and presented in ; Exhibit 32P*. The analysis was rnade by first calculating the esti- ! mated shear stress narmalized with effective overburden pressure in a layer using the simplified procedure rnentioned above and plotting this � stress against the normalized penetration resistance (normalized with '; respect to an overburden pressure of 2000 pounds per square foot) ' estimated 'From conE c9ata in �xhibits 111'* and 20P*. If th� point is � plotted on the left side of th� curve for the selected earthquake magnitude (M 6.0 for this site) lir� �x'�ibit 32P*, then liquefaction is i considered likely; otherwise, it is considered unlikely. This proce- . dure has been translated into a com'puter program which was used for i this project. D�ta from all of t1�� cone penetration tests, repres�nt- ��� ing a range of soil conditions �nd a groundwater depth of 6 feet, I were analyzed for the postulated rnaxirr�urr� probable earthquake for the i site. Results of thes� analyses are su�aa�►arized on Tables Z through 6. The results show that the saturated medium dense silty and sandy soils below groundwater are susceptible ta liquefaction to depths up ; -- to 20 feet. However, the influence af liquefaction on the structures � should depend on local subsurface soil conditions , th� final grading at the site; and the type and depth of foundations supporting the struc- ; tures. �urther, if the base of a footing approaches the zone of '. liquefaction too close, e.g . , within two times the footing width , the ; bearing capacity of the footing cauld be reduced drastically, i i � Foundatian l]esign 1 . Lots 9 through 59: From the available information , wE assumed i that, in the areas of Lots 9 through 59, fills varying in thick-- ! ness from about 8 feet just south of the Wildomar Fault setbac4< < zone to about 5 feet just narth of the new Murrieta Creek align- � ment will be placed. Thus, we anticipate that the groundwater � will. be at a depth of aba�t 13 to 14 feet below finished pad elevatian thraughout this ar'�a. Further , it was estimated that ; the grouncJwater level may rise by about 2 to 3 feet due to ! sei�mic shaking and generation of excess pare water pressures. � Based on the discussion af liquefaction potential, it is our opin- � ion that the proposed light industrial buildings should bE su�-- � partF�ci ��� shallaw, low pressure spread footings, suci� that thE *�at�t��ie end of exhibit number indicates th�t this exhibit was ta4cen : from our 1983 investigation and is included in Appendix A. : -1p- _� � � , J. N. 2067-002 � , Hawkins, Robertson � Associates , . ' JunE 17, 1985 _ �` - i , depth to the higl�est groundwater Iavel below th� base. of the footing is less than or equal to twice th� footing width . Where the soil below the foundation base to a minimum depth equal to one faundation width consists of compacted fill , we recommend that, for footings based at a minimum depth of 12 inches below adjacent finished grade, an allovvat�le bearing pressure of ' 2500 pounds per square foot be used. Where the soil within that i depth consists of native soil , we recomm�nd that the native soil � be removed and replaced as compacted fill . The zone of campac- ' tion should extend to a distance (equal ta the faoting width} i away from the foating edges. Th� following table provides the maximum size of footings founded on the propos�d fill and the maximum column loads they may support: ' De th Maximum I P of Fill �ootinc� Width Column Load (feet) (feet) (1 , 2) (kips) � � ' s z 1 . 0 2. 5 . � 3. 0 22.5 i ?6 �+. 5(3) 51 . 0 i � Notes: (1 ) Depth to highest ground�vater assumed at i - 10 feEt below finished grade during seismic ! shaking . ' (2) Footing base at 12 inches below adjacent ; finished grad�. Compacted soil exists to a j depth equal to footing width below footing . � (3) Width limited by constraint that the j groundwater should not be less tt7an twice � the width of footing below faoting . � � � For structures with larger column loads, the finished grade of ; the lot pad may have ta be raised so that: (1 ) there is a i minimum of 5 feet thicicness of compacted fill on the pad; (Z) the � graundwater is at a depth equal to or greater than twice tl�e � width of the footing; and (3) the compacted fill extends ta a � minimum depth equal to the width of the footing below the faot- � ing . Alternatively , these large loa�s may be supported on ; reinforced concrete end bearing piles driven to depths of 35 to ; 4p feet where very dense sand layers are I ikely to be found. � Estimates for allowable loads for piles of 12 to 18 inches in � � diameter are summarized in Exhibit 28. 2. Qth�r� Areas: Althaugh the thickness of the fill in the area of f Lots 1 through 8 is not knawn at present, it is estim�ted that it , would nat be sic�nificantly different from that in Lots 9 through � ; 59, except in the area covered by the existing Gertrudis Creek � -11- I � �. ... ( - _ � a . . J. N. 2067-002 Hawkins, Robertson � Associates � � June 17, 1985 � � _ � �y channel and the existing marsh area in Lot 3. The general ; criteria for footing design, describ�d in the previaus section , may be applied for Lots 1 through 8 also. Areas where the surface and subsurface .soils .are., very soft (such , as,,,..the .marshy. , .. area on Lot 3, as shown on �xhibit 1 ) and where only a small thickness of fill may be placed are not suitable to support any ' structures without additional corrective measures. These correc- ' tive measures include; (1 ) preconsolidating tf�e area lay placing i addition�l fills up to 15 feet thick for up to 4 months; ana (�) increasing the finished pad elevations so that there is a ; minimum of 5 feet of compacted fill and that the minimum ' � separation between the base of the footing and the graundwater � is equal to twice the width of the largest f�oting. Such areas � cauld alternativ�ly be used for landscaping , parking etc. � i Settlements � tlement of subsurface sails at the site wauld be caused b twa I ■�ril�i 5et Y sources: loads due to areal fills and foundation loads. The tentative grading plan indicates that the maximum thickness of fill is on the � ' order of 8 feet. The sails in some areas, su�h as, Lots 35 to 46 , i were found to be very compressible to depths up to 15 feet below the ; existing ground surface, as shown by the results of consolidation _ tests, and placement of 6 to 8 feet of fill on them may induce settle- � ments on the order of 2 inches. Further, as indicated above, the � subsurface sails are predominantly granular with isolated layers of � clayey soils which are mostly overconsolidate�J. Thus, these settle- '; ments are anticipated to occur fairly quickly after placement af fills. 4 However, we recommend that the subsurfac� soils be allow�d to settle � I . far a period of about 4 months before undertaking construction of � structures on fills. This waiting period could be reduced to about 2 months if the fills are surcharged by an additional . 10 feet of fill. This surcharge could be removed after 2 months. � Settl�ments due to foundation loads would depend on the footing size ; -_ and load. The allawable bearing capacity recomm�nded in the previ- I ous section is based on an allow�ble total settlement of 1 inch , witl� a differential settlement of 3/4 inch between adjacent footings of similar sizes and loads. Concrete 51abs-on--Grade The fine-grained nature of the soils present have a potential to create moisture proh!�ms. Therefore, we recommend a maisture barrier be placed on any concrete slab that mic�ht receive a moisture-sensitive floor coverinc� . This moisture barriei' should consist of a 10-mil polyethylene vapor barrier sandwiched between a 1-inch layer of � sand , top and bottam, to prevent puncture of the barrier and � enhance curing of the concrete. : -12- ; ; , �� ( . `� , , J. N. 2067--002 , � Hawkins , Robertson & Associates - ' " June 17, 1985 - x - -.� � Cxpansive Soils BEcause of the extensive grading proposed in the project area, we , . recom.m_end._. that the surface ....soJ.l.,s „b,e t,�st�d ..for expa.nsao.n.. af..te_r .th�., , . . . - rough gr�ding has been done. Because of t�e �xtensive differerices � in the soil types encountered and the possibility of clayey materials � being concentrated in certain lacations, .it is our judgment that it : would be prudent to only take these expansive soils tests after the � grading has been completed. ; Earthwork Shrinkage and 5ubsidence i . i i The soils encauntered in areas of cut can generally be expected to shrink about 10 percent far the sandier sails and about 15 percent for the finer-grained silty clays to clayey silts. These shrinkage i recommendations are in addition to the settlement recommendatians `�i made above, i � - . �� i � � Subsidence due to earthwark may be expected due to clearing and grubbing operations in the top 2 to 3 feet of the soils in the low- ! lying areas on the sit�. We anticipate subsidence in the range of 0. 2 � to 0.3 foot due to earthwork operations and recommend a value of i 0.25 foot for estimation. Further, because the existing soils are ! - looser than the recommended compacted fill , there will be a st�rinkac�e � in volume when these soils are used for compacted fill. Earthwork shrinkage in th� near-surface soils , those to a depth of about 5 feet, may be about 15 percent, i Lateral Loads ! i � Lateral loads in the soils present are: ; For sandy to silty sand: � Active - 35 pounds per square foot per foot of sail depth i _ (psf/ft) At Rest - 57 psf/ft . Passive - 400 psf/ft for WOOC�; and i 500 psf/ft for cor�crete. For clayey soils: Active - 65 psf/ft At Rest - 95 psf/ft � :, Passive - 225 psf/ft far waod; and 2S0 psf/ft for concrete. � �-13- ; . � � ( : . . '? • - J. N. 2067--002 ', Hawkins , Robertson � Associates - � June 17, 1985 = - � Active means movement of the structurE away from the soils; at rest means the structure does not move relative to the soils; and passive means the structure moves into the soil. The diff�rence for passive .. . . .. wood and . .passive concrete wou.ld. be for temporary shoring versus permanent foundations. Coefficient of friction between the bottam of the footings and the soil may be taken as 0.38 far the sandy to silty soils and 0. 20 for the clayey silts and silty clays. Lateral loads on driven reinforc�d concrete piles up to 18 inches in diameter should be limited to about 7 4<ips for � maximum pile-head deflection of about 0.25 inch. � I �. Slope Stability i Because no cut or fill slopes in excess of 15 feet in height were i proposed for the site, no slope stability study was specifiically con-- �T ducted . �xcavations made in the area indicate that trenches up to ' 5 feet in depth may be excavatEd unsupported , providing the graund- � �� water is below this depth. Deeper excavations in the flat areas may � encpunter the perched groundwater ar�d will not be stable without side supports or dewatering .` With dewatering , the trenches may be � excavated with side slopes at 3/�4: 1 (h�rizontal to vertical) far depths less than 15 feet. All trench excavations should be made in accor- -= dance with CA�.-�SHA requirements, i.e. , trenches deeper than , 5 feet and vertical walls should be braced. The sidE slopes . for this channel should h�ve a gradient no steeper , than 2: 1 (horizontal to vertical) . If the channel is lined , we recom- i mend that weepholes be placed in the concrete with adequate filter i layers behind them to prevent the buildup of any excess hydrostatic pressures in the soil mass. Tentative Pavement Des�n The predominant soil encauntered on-site from the standpoint of i - pavement design consisted of silty fine sand ta fine sandy silt with I traces af clay. These soils have particle sizes that range from 22 percent to 53 percent passing the No. 200 sieve, with sand equiv- alents ranging frorr� 9 to 2. An "R" value test was run on the sampl� with the lowest sand equiv- alent and exhibited same expansion duri:�g the test. However, this � expansion di� not govErn the dEsign and the "R" value was approxi- ' mately 16. i-ris value . is considered low, but not unreasonablE con- sidering iF�e large portion of fine particles in the sails encaunter�d. . Since the roads are likely to be built on soils encauntered on--site, these soils and test results were used for the tentative pavement - design recommendations summarized below. -�u- C: �. ( . � i � �. N. zos�-ooz '� . �. '. Hawkins, Robertson � Associates - - . � June 17, 1985 - � " i ' 7raffic Pavement Pavemen� Sec�ion Index Use Recommended Alternate � .. 4.5 Au.to 2.5 inches AC over 2.5 inches AC ov.er Parking 8.0 inches Class II base 4.0 inches Class II base over Areas 5.0 inches 5ubbase with a minimum i "R" value of 40 I 6.0 Main 3.0 inches AC over (A) 3.0 inches AC over I Commercial 12.D inches Class II base 6.0 inches Class II base over ' Driveways , 6.0 inches 5ubbase with a �'; minimum "R" value of A2 I (8) 8.0 inches PCC with f' _ c 3000 psi at 28 days I. over filter cloth �W � 7.5 Main Access 4.0 inches AC over (A) 4.0 inches AC over : C 0, Roadvaays 15.0 inches Class II base fi.0 inches Class II 6ase over � 10.0 inches 5ubbase with a minimum "R" value of 50 i (B) 8.0 inches PCC with f' _ � c i 3000 psi at 28 days i vver filter cloth � Notes: AC = asphalt concrete ! PCC = portland cement concrete ; f' = compressive strenyth i c j All of the above recommendations include the top 6 inches of subgrade � soil compacted to a minimum of 95 percent relative compaction over ; 6 inches of native subgrade soil compacted to a minimum of 90 percent i relative compactian. �ASTM D1557 procedure should be used to deter- ; mine maximum relative compaction. Further, these recommEndations � are based on anticipated soil conditions along the street alignments ! ' not presently known, The actual soils, �xposed during construction , � should be examined and the above recammendations modified if neces- sary. Corrosian Potential I � To evaluate the corrosive nature of upqer sails with regard to utility � metal pipes and foundation materials, resistivity and pH tests were �, conductecl. Results of these tests indicate the on-site sails have a high resistivity (�12000 Ohm-centimeters) and a pH value greater than 7. 3. For such soils, based on available information (Caltrans Test -, Procedure 643) , the periad ta perforation for an 18-gauge steel ; i -15- I i (�::�: � , - I `3 . J. N. Z067-Op2 � , Hawkins , Robertson & Associates � June 17, 1985 ' i _� ' culvert wauld be greater than. 50 years. Thus, in our opinion, the on-site soils have a Iow corrosion potential. General Site Grading . � The propased grading at the site will consisi mainly of placement of ' fills up to 8 feet in thickness and curbs 3 ta ►� feet deep, N1ost of ' the site is essenti�lly flat except in the areas of the two channels and j the dry lake. Additionally , there may be abandoned utility lines. j The main concerns during grading are; the existing vegetation; i loose, and possibly saturated , materials in the channel bottoms and -- the dry lake; and removal of unsuitable materials from these areas. These concerns �re addressed specifically in the following para- graphs. , i 1 . Clearing and Grubbing : The site as it exists has a heavy ��f i growth o seasona weeds. 411e recommend that those areas of i I weeds be excavated to ensure root removal and that the r�sult- � �� � ing excavation be backfilled following procedures for compacted fill as recommended below. All existing abandoned pipes and � abandoned structures should be excavated and removed frorim thP � site. � I - 2. Preparation of Footing Areas: All footings should rest an com- j pacte�on-site soi s as recammended in the "Foundation Design" ': section. The excavation for the footing should be made to the � recommended depths. The bottom of the excavation should be � cleaned and the surface compacted before bacicfilling with com-- ; pacted soil. When roots, organics, ar loose native materials are j � present, � minimum of 12 inches of additional material should be � removed and recompacted to meet the minimum density recom- i mended below under "Placement of Compacted Fill" . In areas ; where the cut-fill interface intersects a proposed building pad ', area, the cut portion of the pad should be recompacted to a � depth of 3 feet. I '� � 3. Preparation af �ill Areas in Creel< Bottom and Dry Lake i The near-surface material in the low--lying areas, such as, the i existing creek bottom and the dry lake, are loose and could c�et i saturated and unworkable in the rainy seasan. W� recommend ; � that the grading lae scheduled so as to avoid the rainy season. Additionally, the depth to groundwater shauld be verified prior ' to g,rai�irg, If the groundwater is close to the surface, stabiliz.- ing material , such as crushed rock, may have to be placed on the area prior to placing backfill material. -16- � i � � �: . . ? J. N. 2067-002 , . ', Hawkins, Robertson E As�ociates ' � � June 17, 1985 � � � � 4. Preparation of Slab Areas: Concrete slabs should have a mini- � mum o 12 inc es o compacted soil to 90 percent below the bottom of the slab. 5. Placement of Compacted Fill : Compacted fill is defined as that materia w ic wi e rep aced in the areas of removal due to root removal , the placement of footings and paving , and also where th� grade is to be raised. All fill should be compacted to j a minimum af 90 percent basecJ upon the maximum density ; obtained in accordance with ASTM Standard D1557. The area to i be filled will be prepared by scarifying for a depth of 12 inches, �`� adjusting the moisture to near optimum and recompacting fio 90 percent of ASTM D1557 pro�edure maximum dry density. I 6. Control of Gi-oundwater: The graundwater may be encountered � at a s a low ept on the order of 5 to 8 feet in all low--lying areas of the site. Thus, all excavations extending below this ; de th fram the original ground surface may need provisians for 1 �� P dewatering . Small excavations may be made by the conventional sump and pump procedure, while larger excavations will need I dewatering by well points. Our experience at the site indicates ; that well points with a packing of clean sand around them, i 25 feet in depth and spaced at a distance of 4 feet, would be required to lower the graundwater by 5 to 6 feet. Where base- ; ments extending below the groundwater table are planned, the � basement walls should be designed for lateral pressures including hydrostatic pressurEs, and should be pratected by appropriate ; water-proofing , i I I 7. Review of Grading Plan and 5pecifications: We are recommending � t at the soil engineer ave the apportunity to review the grad- ; ing plan and specifications to assure that they include the itenis of the soil repart for the benefit of the awner and the cor�trac- ' tor. � -- 8. 1're-Job Conference: Prior to the commencement af grading , a � pre-jo con erenc� should be held with representatives of the � , owner, developer, contractor, architect and/or engineer and soil i engineer in at�endance. The purpose of this meeting shall be to clarify any questions relating to the intent of the grading recom-- ; mendations and ta verify that the project specifications comply ; -- with the recommendatians of this report. 9. Testinq a�J Inspection: D.uring grading , density testing should be perrorn�ed by a r�presentative of the soil engineer in order to determine the degree of compaction being abtainecl, Where , testing indicates insufficient density, additional compactive effort �` shall be applied witr� the adjustment of maisture content where --17- i :; . i I � �_ C::: . . i '� - - J. N. 2067-002 , ; ',. Hawkins, Robertsan & Associates � ' , ,. ' June 17, 1985 ' � � necessary until 90 percent relative compaction is obtained. The maximum dry density shall be determined in accordance with ASTM Standard D1557. GENERAL The recammendations of this report are based on the assumption that ' all footings will be founded in dense native soil or properly compacted � fill soil. All footing excavations should be inspected prior to the i placement of concrete in order to verify that faotings are founded on I satisfactory soils and are free of loose and disturbed materials. All :_ grading and fill placement should be performed under the testing and i inspection af a representative of the soil engineer, I The findings and recommendations of this report were prepared in i accordance with cantemporary er�gineering principles and practice. '� We make no other warranty , either express or implied. Our recom- mendations are based upon an interpolation af soil Gonditians betwEen �J boring and cone penetrometer locations. Should con.ditions be encountered during grading that appear to be different than those � indicated by this report, this office should be notified. i - i , i I I I � i , � ; � � I �� I � i � � _� g� ; ,� � . � �f-� ,,ti�at� flf �o m�pli an ce ��art , �r 2� r =r � : � For Enforc�ment Agenc'�.-!Jse Oniy ,�'� 2 � (Z,� , �US �• ro�ec: �tie Y ��i� : r �oo s � �., . eudd�r�Pemut Num p�a�,�r,d,�eWEngmeer P� ��L �cr►�Br oac� � ate rftiaEa �e City(TaMm ,' ' SiflnatUre�nd Date p Fieyiitration Stamp APP�`�BY Dxumentatian Aud�or � Performance Approach Prescriptive Appr�ach/Performartce , Approach Strategy �,g,�9,� �� 1 CEC OceuParxY YYP° • . . .L '' ��ral (��� UBC OcaiPan�Y�W�`^sion.. T . . . . . . . . .l`•'c.� � F{ppr . . . ...e. . ..,� R2 'i 1 CEC OxuP�Y YPe 4 Con�itio��ed � . 2 UBC Oewparw'Y Group/Drv�sion . . . � E 4 g�qettable . . . . . . . . . . • . .•� ke 2 3 Pacica9e Select9d. . . . . . . . . . . . �lyr-h . � n� 5 Aqawad Energl►�4�(�'1A� ' ' 4 Gross Co�ditioned Fba Mea. . . . . Calcul:t�d Mnwl EnKIIY�^aumpUon ' Roof and Floora ?�.Cj hr-F-ft�/Bb.i 6 Approved Cala�laDon I+Aediad . . . . . . G� 5 Propased RooUCe�ing Fit(CF-2.CF-3) . . .�?JBbu 7 CEG Designation . , . . . . . . . . . CeiGn R CF-2) . . . . . hr-F . e . . . . � IGa- RooU 9 t� Iti ier. � . .`-.�� gpecif 6 Req+�ired hr-F-R2l8tu 8 Mu pl . . . . . . . ��D� at al l� p��d Exnerior Floor Rt(CF-2.CF�), . hr-F-(t2lBau FaUmaad En�Y�� �-`� kBtulyr-h2 ,�1�k8 anye R�qu;�d Exeari°r Floor Rt(CF-2) . . . . . g MeaorW . . . . . . . . . . . . . . . .�.:.._�--•^ z �qui 'u� writtenwaus �'� to coouny . . . . . . . . . . . . . . . `�- k�b�- p{ B U i l d-9 Proposed OPaque Waq Rt(CF-2.CF�) . � hr-F-ft2/B� . . . . . . . . . . . . . . . kBtulyr-ftx d bY I Weat ciH(CF�3) . . . . . . . . `�•'� 9tulF-ft 11 Fan�. . . . . . . . . . . . . . . .�.� kBtuJyr-ft2 q U I r 8 10 Wal � . .� hr-F-ft218tu 12 � . . . e . . 2 � kBa'h'r'RZ ��Y-:the11 Required Opaque WaA.R�(CF-� . . . 13 N�scspaneaus Equiprrre�t. . � ��, kBtt�Y�-KZ f ti�is p���lazing In W�IIs � � n2 �4 Total . . . . . . . . • • . . . • . . kBb�/Yr-�2 T be con 7z �xcerior Wal1 Area(CF-2) . . . . . , . �s Ac�.Yomi�nera�►u�e(rx+e a x r�na 1a� . . � � n� f any law 13 Tow Glaring nrea(CF-2) . . . . . • . • x . 14 prop�se�T��p�nt(Line 13/Line 12) . 5 Compliance Statement 15 Average 7ota1 SC(GF-2; . . . . . . . . X buil�n9,rep�s�^� �" �'is set of oomp� 16 Atlowed Tot21 Glazin�Peroent . . . . • � �2 ��rt►en�n i��"rtent vnth the _od'►er compliancs (orms and 17 West Exte�iar WaR Area(CF-2) . . . . . �St�eets, with ths plans and,speafx:acons and ��doe.ott�er ,• ..� nZ ��ula6ons or wmPutar nx�a wbmitted vnth this permit apP� 18 West Glazing Area(CF-2) . . . . . . � (�� ���ble) The ener9Y P�°�ance t9 ProP�sed Wast Percant(CF-2) . . . . x Per(arm�rw� ApP� q� approved asrimaoa presen�d.on thi: fam was calwlated usin9 20 Averege Weat SC(CF-2) . . . . • .cakvlatlon madtiad.�nd�catsd��for�tha applicable dima ausZ���^d . . • . ,� % and res0�iated en��neering . P�+ 21 AllawedWeatGiazing Percent. . . • oau�ancy bPo• a�h. rrhen appficable) The prnposad btul�ng has Gtazin�In Roat(CF-6) Propased � prperiptiw Appro ( � �encs at t�a Altemapve Gomponent n2 �an desgned w meet�a req+r ate oxupen�Y ryPe�d d�mata 22 SkyGght 1 . . . . . . . . . � �2 P�y�pa ind�cated abvve far the aPP�'QP� 23 g{rylight 2. . . . . . . . . �� Z zone —. n 2a slcyrghcs . . . . . . . . h2 -- � J 25 Skylight4 , . . : . . . . ftz. � ghylight 5 . . . . . . . . . g2 27 SkyGght 6 . . . . . . . . _ �� 28 Sky�ght 7. . . . .. . . . .�-.� N � � n2 • 2g gkyGght 8 . . . . . . . . .�_ LJflhtln� CompanY 30 Propase���st�d LPD(CF-51 . . • . • •2�— wa�ncz 1 31 Allowed LPD(CF-5) . . . . . . . . • . � • Z � HVAC 32 Perfortnance Set Se�ecled . . . • . . • WatlsAt2 �ry� - ¢ � �J7 -_�� �3 p�posad Fan Watmqe Index(CF-4) . . . � 34 Apowad Fan Wat►a9s Index , . . . . . . WatWhz 7el Cali(.License Number �Coolinq Power Index(CF-4) . . I 8��2 _.. 35 P�S . ,__!�� Btuh/ft2 Z 36 Aqowed Cooli^9 Pwver Index . . : . . r . ed Hea6ng Pawer Index(CF�) . . � B�2 �j� O�t� • 37 P�5 � 9e�`. n�f����� . . 38 ARowed Heating Pawer Index , . . . . � Ap Pa9� cf� � , � A �.. 7 m 2 � — ,.�, *-r - -_ --- 2 . - . ' ' afe '\ pp��tian AuthorlFrm Da}. . , � k / � .± .. ,��r , or�e snd Mro o{ 1Fx:Certificgl� of C,omp�i�x�a musl be ix�rde�d with each bu�dnp p�rnif cpPfication kx dia ahave noled buik3r�ard sppa _ • ��planc si3xnitx�d kx�PPr°va1: � bu�nq Faabxss and t�qui'emenlx represented on IY�e C.eruficste o{ CornpGance are adac�aaie to acire �pCscncs wid�d�e s�A�r►eranon norxgsidential er►erpY sxsnciar�f.s hx the bu�d�inp ralerenced above. 'fhe buildin4 1ea.v es and raquvemen� �p�deq�te br ury�����_•R1O��tior►s a addocn:b tl-ie b��ld�g. 'I ; p.a{�yn.r On• �X�-�`���'�/�'GR", p+�+)pn�r Thr*+ . � ' Name(Print) N (Print) U/j�, Tnfa'CompanY t�� n P�Y �'�^e , �J� ,t� YE�4f7'l�' ,�,a�x� ,• � ` . - '� . o,,� _�� s:���e a� ��re - . � Enfactt�cnent�r�'Si9naNre � D+a3qn�t 7�"° • D►sl���r Four ���4,::c:r��:� ��GG7�G ���� t�larna(Prinq _ 'GJ � ��.xi�� . v c=-.� ) � ,� -� �C . �r Tr�C�nP�y� � �.�/�= c_��y CT �L c�%� �� � ; � �� � �% 7-��-r��" � �� aam s��.a,� �� orcen�enc � ers re Datg Erdcscemer�t Ag�xwY�� - • 6tiforarrn+nt Afl+r+�Y Otirnar Y �� �� . ' ' _ Name(Print) � i - • N �� - Tdse/!►�arwy - . T�.� • •� ' � �( Addrrr�s I b" �U ' ' ' �� - bate Addltional P+r?ormanC� APProaGh Stretc:gy Sp�cif�Catlons � HVAC - Lightiny ' ) . � � • p� .d , Farm Flwi�sad S+Phrt�ber 198s Envelope S�mmary Form and 1fllflr�Cst�eet �PaM , afi 2>. CF-2 � ;. '- '- • ' For Enfpresment Agency Use Qnfy L�T �� .I��E�-�1�1 (�tl� �.�—. - ,--� '�' '� Z ����� p,a Checked By Data Ex osed Floor Area/Soffits Roof P � � C 0 A B C D q� Proposed Area/ FIooNSo�it Proposed Area/ Type Ares R-value Fi-value Typg Area R-value. R-value � ,* Toaal Total Toml Total Averapa R-vafue � Avaraqa R-value � Cd B/Co10 Coi B/Col D �� , . Giazing in Roof A 8 C D E F G Fi � S�x1�ca/Ires f9i pre�posad Proposed Typ� (�� F�St Sou� West Hvrizon�l 7ots)(A� U-value SC .,,. �� _ � �- _ - � � � . � Toqd Exterior Wall Area ' A 8 C 0 E F �-` S�xfaa Area Nohh �ast South Weat ToW 5$5 0 0 - Paqs �f Fpm Rawsad 5optember 1986 + � � � r � r � � � � • � ./ /� �� - - : • _ ' � I � , Iy �. - ��� ..� _ �- • � . � - • � � • • ■ � - ���������� h!1.��■f//��]''.�■�r����►�i�3i�%S�GSi�i[��iji����� �������r��i ����������� ����������� � o������� ����������� ����������- ■■■■�■�■�a���■���■■i��■■■��■�■■��■■■�� ■��■�■���■�����■■■��■��■�■�r�� �■■■■����������■�■■��■������ �■■�■r■■■�����■��■�■■�����■■���■■� ��■�■■�����■■■�■■�■■�����■�■�� a���■�■����■■�s� . �■� . �� _ - - - �� �� . . ���������� �■���■■�■■�■■■�����■�c������■■��■� �■�■���■�■�■��■�����■■�■■�►��■�� s�������■■■����.����� ���■�����������■���■i■�—s ■■�■����■■■■�■■�■��������■■��■■■��r■��■ �■■■�■■■���■■�����������■■��.��■� ������■�■���■����►.��� ��■����■■�■�■i�■■�����o�.�■� �����■���■■�����■��o■���� ���■�■����■■■�■■�����■■■■�►�r� ■■■����■�■�■■�����■�■■�■�■■�■►� ��■■����■�■��■�■r■�■�■�■�■■�■��■�� ���■■�■■■■��■���s . �■■■����� .- �a���■�� Mar�datory N�eas��es C�ec#�lis� Mf-1 � �0 2 _ � � �s For Enfarcert�nt Agern�y Use Only '` �;ro�"�tTe � - � • D II ��. � • St9 Dxumenta on Authw/Firm Da� Checfced By ReFerena�in Reference in Canstruction Construction . Doaments Documents Envelope Measures � � P�°�'�'��'_����� • � -�— no opa,pua caver p.r 2-5319(e)s . . . . . . . . . larion I 1 �fied insulatian maearials per 2-5311(a) . . . . . I 1 M�+ufacaxar:ir+savaions providsd 1or naml . . . . . w and calibrudon per 2-5319(e� . [ 1 Insulaoon insmped to meet 1laxne apread and amoka � � pro�inatgllauon ot eontrds lndudinp senaor location, densiry raqu'wemenls of 2-5311(b) . . . . . . . . . . �tion of irutiel calibrsGon and oonhol of luminaires ( ] Urea fortnaldehyds(aam insulatian is inaballed only within dayGt are�per 2-5319(e� . . . . . . . . � ; per 2-5311(c� . . . . . . . . . . . . . . . . . . . ( ) Visble or aud61�malfunctlan�rms prr 2-5319(0) . . �e F�eaofit inaulation apecified�s per 2-5313 . . . e � I1 . . . . � � qir infilvation is rninimized by specificatlon of Occupancy Sensing Devices (when rq�� ,�m,�ctured aoo►s ane windows and prope� aPPlicable) sealing and weatherstriPP�9�P�x-5317. . . . . . I 1 Flickar hea ope�ndon and no premadire Iamp Lighting System Measures +�w��2��'�cA�2 • • • • • • • • • • • _ . . . I 1 Time�eIays to prerent�siresble rydinp [ 1 Certified luminairea/ballaats per Z-531d(b) . : . . ��G p�2-531�(e� . . . . . . . . . . . . . . . . : : . ' 531 a �ll�l'`(� yfsbla or a�'iblo mal(unedan al�rms Per 2-5319(q) � � ���t�,�,������z �c f. . t � ( ] nAar,ual switet,inQ resdly accessi6la per z-5319(b) . . . ( � Limils«,artassion.per sxcepda�:co 2-s319(e) . . . . I 1 Reducdvn ot G9F+6np load to ad least ons half per 2_�,��� o�,�,,�,����►��� HVAC and Plumbing System Measures .-- meetin� ec cr�tana rnay substia,w . . . . . . . . . � [ 1 separate sw+t�+ino o�dayGcare�s P.r z-s3�9(� , . e . I ] P�+o�nsul�eAd u r«�ired ry z-s,312 , . . . . . . . ' [ 1 �Pa����9 nf�splaY and valanc+rs�i9f+tirq [ 1 Certified HVAC equipmant per 2-5314(a) . . . . . . . .�-�- a ' in relatl ard wholesala seores per Z-5319(h). . . . . . � � �q��plumbinq equipment per 2-5314(a) . . . . . . .�,� I 1 ��a6c contr�ol ol�sp�af►Iighorp in reisil I 1 ��ro s�+d��+o���+t effidency psr 2-531 a(b) . and whalasala storrs psr x-5�19�h) . . . . . . . . . ( J Taridern wirin�af aw-and dtt�lart�p luminaires I � PdodQss ipniti�on d gas appliarxes par 2-5314(c) . . . . n per 2-5319(i). . . . . . . . . . . . . . ,4u�qmadc conaols(or off-houn p�r 2-5315(a11 . . . . .�' L- . . . . . . I ] Da li htin and Lumen Maintenance ( ) 1'hem►ottat sat paiM roquirernants per 2-5315(a) . . . . �� Y9 9 ' COntrolS when applicable) t l �w�++��^����^��C°O��2-�15�a�3 .�►=,�-- � I 1 Uniiormly illumination reduedon to an�-half ., J, [ 1 �++•nc e�a+.usc far,dam�s�z-s��s�d� . . . . . �� 1 _- per 2-5319(e)1 . . . . . . . . . . . . . . . . . . �_ � � Thermosfat cor�rols far eacl+zono par 2-5315(b) . . . . AA- � I 1 �c�er hge operauon ana no premsqure Irn,p failure ( ] Van6mdo�r,pro�ia.d p.r 2-5316 snd 2-s3�3 . . . . . . per 2-5319(e)2 . . . . . . . . . . . . . . . . . . I 1 �rt+e da�aya to prev�ent und�sirabM rydinq _ I 1 Hea�rs�or domesec hot water and�or poo�s per 2-5318 , per 2-"�319(e� . . • • . . . . . . . . . . . . . . [ 1 Step swid+inq devicss with separeoan betMw�n on/off aettin�s per 2�5319(e}4 . . . . . . . . . . . . r� Form Rev�sed September 1498 Paga of Gonstruction Assembly Cvmpliance Form CF-3 � � � Far En(oro�ment Aga�ncy Use Only 7 � r tqe�:t e • 2 ' � ' - ,' ata i �� dan Au1hoNFirm Dat� , Chedced By General Information 1 A��mRd�r T�rp�snd Numb�r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Framlrq Typ� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Frarnirp Siza . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Framirq 5pacinp . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . iriches 5 Intulatlon�n CavhY . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . F-RZ-hrl6tu 8 E�hctiw R-v�lu�of C�viiy/Fnmirty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-h2-hd6tu ' �• . • � 2 3 � . f onstruction Assembl Sketch o C Y List of Construction Components /► 8 C D E ' Wal Sp�e�Ik HC ' - W�' h� He�t Co1 C x Col D p ii-valur pbrtt� (BtWF-14) (BtWF-sfl � � � _.,._.�� — 2 � � -- � 3 GT � rL,� _ I'2 4 ` 5 6 r I 8 7otai R-Vak�w!o fAm� . . . . . . . . . . . . . . Total HC 9 Inaidv wriscr rir f�rn . . . . . . . . . . . . . . . --� 10 ouaid�wrlaa.air Alr . . . . . . . . . . . . . . 11 7atal Iharrnal rosistanao(R� . . . . . . . . . . . 12 U-valu�(1/L�rN 11) . . . . . . . . . . . . . . . , �J�9 Farm f�visid S�pt+mb�r t 986 P�9+ ,f—..—� � -� ' Assemb� �om �ianr,e Form � nstruction Co y p , } ` -` 2 . ' For Er,rororm�nc/►p�nc�,u rol� . ��� _� o �. �. � � -� �� -- � - �on Aud�odFinn • crwc�cr�d 6r � GeneraJ.ln#ormaGon . . . - _ . � . � �;. . � n.u«n+by ryp�ano r�+n�6rr. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . : � . . .,�'�, . 2 Framirp Typ� . . . , . . . . .'. . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . � - ' ' 3 Framirp Sit� . . � . . . . . . . . . . . . . . . ... . . . . . . . . . . � � � .' . . . .. .-, . . . �'( : 4 Frarninp Sp�cin� . . . . . � . . � . . . . . . . • . . �. . . � . . . . . . . . . . . . . . . . . . . Inthw 5 Inwlation In Cauriqr . . . . . . . . . .; . . . . . . . . . . . . . . . . . . . � , . . . . . . . . . . -DO F-ftx-Fu � .. 6 Eflresira R-r►al�w of G�viqNFrarnir►p . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . � . . . .00 F.n?.11r , '�, f �. ' � � . i � ., ' . ,, � . ' • � ' • ' . • ' - . 3 5 � � e . Sketch of Construction Ass mbl e Y - List of Construction Components _ ._� • A . � C ' D � . Woaht SHaat� �Col C Col D n n 3 � �� �� . �� (��I (BoWFtQ _ � ui - .33 2.20 . , I .���_1�S U P F��1 �, ��...�,. q / 17 Z �Z� 4 L�(•WOOp ���1�[n �• r �O� , � 9 ' � , � 3 • A I� SP�°'���.._. �.� ._ ' ����, � - . :„�,� _. - 9f � I.AT � o � - � 4 , 0 �. ' � � ' � s �aU l G ,q4 3 - L .� ► 1 � 6 . 7 • . • e �ro��v�+.wo wn. . . . . . . . . . . : . . . 2• rod Hc .U � � In.+d..wi�.air em . . . . . . . . . . . : . . . _,(�I - � - ' 10 Oufaidr ariw alr W . . . ' . . . . . . . : . . . . — :1l . � .5 � " � - �, Yoar��.i�.na. . 2 5 . � I �� . . . . . . . . . . . . .'� - �.- . . . . - �� u�.�r�i.�.�>> . . . . . . . . . . . .-. . . •� 2 . - Construc�ion Assembly Compiianc� Form CF-3 f r, � , For�nlvrcament Aqency Usa Only il L•f/ �'ro�ect i e � ��. � - - �' Daannen6�an0 Author/Firm � Checltad By ate Generai Information 1 Aaaembly 7yps ard Number. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..�--�- 2 Framing7yps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 3 Framing Siza . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X� I� inches 4 Framinp SPadn9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-h2-hNBtu I 5 Insuiadon in Cavily . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , 6 Eifedive R-+rah�e of Caviry/Framing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-ft2 hr/Btu I r �, ,• � .� { / - Z / � � ", 3 ' � ,, �I a, / � -� I .�•. . ! • Sketch of Construction Assembly , List of Construction Components i A B Ws1 S D flc C I ` pes�xiptivn R-vsk� (Ib/ft� (BlulF-�) Cole s�D 'I , � �(,tC Go � � . 5 2 - , � '� z � `�� ! �10 �,-.� . 3. � � d 5 6 �� � I e Total R-Valuv w/o fikns . . . . . . . . . . . . . . • � ToW HC �'� I 9 InsiCl9 surfaca air film . . . . , . . . . . .. . . . . � I 10 Outsida surlaee air file . . . . . . . . . . . . . . • 11 ToW them�al reaiscanca(Rd . . . . . . . . . . . ' 12 U-value(1/l�ne 11) . . . . . . . . . . . . . . . � ` �I : , , -� � � I� ram Ravised SaPtember 1996 P� °f---- I HVA� Power Indices Summary Form and Worksheets CF-� � 2_�- �����so� � P�., For Enforcement Agenry Usa Qnly �o,�r� � � , , pow�r�entaaon quCw�/Firnt Date Chedced By Date Summary Data , c«,�o�,ed Roor a�e.i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . 5 tt� 2 7otal Fan Wa�ts D+,rinp Ps�lc Coolin4 CondiHons(irom Warfcaheab bdow) . . . . . . . . . . . . . . . .� `3• kaowatts 3 Fan WaKnps Ir�drx(l.ina 2 z t00D/Lins 1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Watts/ft2 I 4 Total HVAC S�rst�m Eneryr Durirg Peak Codinp CorxGtions(hom Wakahesa below) . . . . . . . . . . . k8tu/hr 5 Coofir�Po+�ver Ind�c(Lir�s 4 x 100C/Lirf�1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8tu/h�-(t2 � 6 Total HVAC System Enarp�r D�xirq Peak Headrq Cond6ons(hom Worksheoes helow) . . . . . . . . . . . kBtWhr �, 7 HeaOng Pow�sr k�dex(Lirie B x 1000/Lir�1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Btu/hr-ft2 I : � �� Fan Energy ', A B � G D E F G H I J I &aks Horsepowar MoOor x Drive��iaanry Peak kibwatts Equipment Converaiqn Numbar i M�ic Desaippon Coolin� He�tinq Coolinp Heatirq Fa�tor Fans Cqoliny .Headng ' ' - . 0.7�d - r �� �, OJ� 0.7�6 0.7�6 0.746 0.746 ' -�- . 0.746 0.7�8 0.7I8 Totai kibwatts , Heating and Cooling Equipment � A B C p , E F ' G H I J � ' Cooqnq Headng li E4��P�+t Daaipn Convalsion SouraN Dasign Conv�rsivn Source Mar1c Desaipt�On Oulput Efficierw�r F�ctrx k6pufr Qutput Elfieienry Factor kBtuThr III � �rom Wo�kaheet AhOw na 10.239 na 10.239 I . -. 7oml total , , , ' , ' Form�svisadSaptember �986 Paq� of ��-���� SCM �N�RCY RNAL_YSIS MODEL UERSTQN �:. i�� ����•-�-� D�l-f�: i��—�_�1-1`�8� I, ��� �lVL7 �CNEF�f�l�Z C]N fVqIVI�F 5I DENI-Z AL LNERGY �1"(�IVDARU ��# T I 1�1C e �:.?:,_;t� : c:�� ���-��#�ac-�a��a�a��a€--K-#��c-��#�-�-x--�����-�a�aFaE�c-a�a��a�a�-�������a�a���:�� F`AC��:: 1 I��RIMARY .I]f�l"W I �����*��*��� � r�z i�� i�ai�t�� w �a���_��r �L1I LL�l lrlG 7YF'� ; RE`f-Fl 3:L_ ' ��L�ILnIiVC� T�TI_L� : LC]l" `4 Z(�ivE 7 ' F•IREA ISG�. 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" K' <S���r�i�R:?: ��,'ac�:�= �� �i�an!I 1�=1(_.. L_d(�?_!� i w���U'.a� �-�I r���! .0 iV Ci .:_'� .'� � �r��i__f r,ic: - ;�•r�,_ -; (aNf�lU(�w ��7� I-1�I��C�Y RFG!��T(��I�it_NT�,� E.?Y':E.�'�f;f�y ;�). v:r--r_ i-�F r��r y��!c� �_�. � �: f C C-��G?L..i.�i� i�, rl �:r_Ti� !�GHTTNr� 4�_�� � �iI�C R�'C:E�[='"��;�`!E ,�. � a 1 T'L_ f=E�1�1 '�d j. ��-f�� 1-I[J"l� W�`�'E R ',�. t� f�l�lr!UAL SOL1t�CE ENERGY '!aF E�TII���l�: .N.F�TU..'�`;�. FTa i �r.���r�c�: i-�e�ai-z�vc� �. . �s SC�URCL CQC]LING �s�,. E� �C]I�I�CE I._T�I-ITTiVG " �,� . � 5C7i.1PC� !;�t�:�f='"1"C�CI..�. i.�. � �C7UFZGF f"f�IV 1.�, �, 50URC�E hC1`� (.JA7�F7 4. � Fll�[NU�1L. �CIURCE G�NDI7TQNII�IG �f�1�:RGY US� �u. 7�:i. ���7= �`,. 1 F����fLl/SG!. F7. F�ha1VUt�L 5�L.1FtCE EIVEF2�Y USE CSTIM(�TE IS 15$. G Y��TUlSG?, �T. ( I�CII"L: 1 N.WI-i � ].c7. ;:;:�9 W.NTU� DF S[7URCC �IVERGY ) �-�#����` SC1�'( EN�RGY ANALYS Z S MCIDEL. V�RS I CiN '�. �=�F"-���-��x-�� DATE: �=�8—c_��—�.79S ' i[-�-� cl�ll� GEIVERAT T Oi�l CVOIVR�S Z D�NI"T AL_ F_nlCRGY �l"f�IVDAI�I�a �F��?c- l"I 1�1E: 4::.;:���: 1� -���•�x•�:a���a�����a���•�����a�-����a:���•�a��a�-�a�•����a��:-�•�•�:���-����aE-,� F='AGE: �� f11�liVUf�L_ !ClF1I�� i1+1E�1"U' �) I-iF=ATTnIG .1�,, � C�1CJ;�I►�IG 1BC, � f�l�I1VUAL �Y TE EI��RGY R�G!J I I�C1+IEIV�"� C!�L-+TIJ' S 7 �* ; M.=�_�____...�.__.____.,._____�___.___��.—__._.._�._..�._____ �.�_. S I T L. I-��f�l":[N C 6. t�� SxTE' C-CtUL7N� ��1 . �, �:C 7L !�CFiT I^dC; ;�,�<<a � �X-1'r_ R�CE=�''TRGI_F- G�?. .�r �'C'7-i== F�f-li�! C,.�, r=� ,r'a T`!��. ��I C)l" W R"�E FZ j.�,, F� f�iVl�ilJt1L S�7URCL FIV�'RG`{ Li�E �SI�SI�i�"I-�_ �I'.�:�..�u��l��?w F'T. ) 5!7URi�l� I-iEWT;rl�l� y � 7 �E�UC�C'�� Ci.]C�!_II�IG �_;��. ::� �QU f�C!� �r GH�S hJC.� �-i r '� � ..�."a��..�4��.:. ����r I��1�_L �.�•. �- I ���.���C.l:= �'�;��*� .���4. .:� 5 C]LJ F�C:�: F-I C?"f l�l�1'f'�.F� ;, �a AI�NU�1L �L�L�RC� r_.n���z�r 1 a��r.r!� �.t�lE RCY L��S� ���. :��:i. <<a;�":`= CE,� � F<.NTL1/St�, r-.7�e AIVI+JLJ(1L� :��U.�"'.C� EhlC(�faV UaC� �:�iTiM(��["E .LS ������. 1 i�Z�TUlS�� f�"�". : n!C)T��� � NWf..i = �.t:�, ;�'.:,'� i:��TUS OF i�lJfi�c LIVCi'�GY � . r � �. r r . _ '�' SP�CIFICATIOtVS-MUDfL 542G-SIZfSfl42 THRU Q6p nrou�� saza SIZE N042 P042 £042 N048 P048 E048 N060 P060 E060 ' Unit Volts-Phase(60Hz 208/230-1 208/230-3 460-3 208/230-1 208/230-3 460-3 208/230-1 208/230-3 460-3 , 0 eratin Volta e Ran e 187-253 187-253 414-506 187-253 187-253 414-5Q6 187-253 187-253 414-506 Unil Ampacit br Wire 5izin 33.7 23.2 11.8 36.8 26.9 13.0 47.3 35.1 17.7 Minimum Wire Size(AWG)* 8 10 14 8 10 14 6 8 12 7otal Unit Am s 28.7 18.9 9.6 30.8 22.9 10.9 39.7 27.6 13.8 Compressor Rated Load Amps 22.1 13.7 6.9 23.9 16.0 8.0 30.2 20.5 10.3 Lacked Rotor Amps 95.4 82.0 41.0 110.0 92.0 46_0 178.D 124.0 62.0 Outdoor Fan Mo1or,Dp,PSC HP .25 .25 .50 .25 _25 .50 .50 .50 .50 , Full Load Amps 2.1 2.1 1.2 2.4 2.4 1.2 2.8 2.8 1.4 Indoor Blower Motor,DD,PSC(HP 8,S ds .50&3 .50&3 .50 b 3 .50&3 .50 8 3 .50 6 3 .75&2 .75&2 .75&2 ' Full Load Amps 4.5 A.0 2.D 4.5 4.5 2.0 6.7 6.7 3.4 Max Branch Circuit Fuse Size Am s) 50 30 15 60 40 20 60 45 25 .- . • Rated Coolin Ca it �95°F Biuh� 41,500 41,500 at,5� A7,000 47,pOp 47,000 57,000 57,000 57,000 SEEHt 9.0 - - 9.0 - - 8.6 - - ��Rf - 8_0 8.0 - 8.4 - - 7.5 7.5 Rated Heatin Capacit �47°F(Btuh)t 42,OQ0 42,000 42,000 47,500 47,000 47.D00 57,000 57,000 57,000 HSPF(Minimum-Region IV)t 6.2 - - 5.54 -- - 6.0 -- - ,* � COPt 3.0 3.0 3.0 3.0 3.0 2.9 2_9 2.9 2.9 ' ARI 5ound Ratin Number$ 8.2 8.2 8.2 8.2 8.2 8.2 8.6 8.6 8.6 • •• • •• Compressor T pe • Flerrtletic Compressor 7emp&Overcurrent Protection Standard Ir�ernal Line Break) Compressor Inlernal Pressure Reliei Valve Standard Compressor Vibration Isolators Standard Va or-Tupe Accumulator Standard Two-Wa -Flow Refri erant Meterin bevice Piston ' Low-Pressure Switch 5landard Compressor Crankcase Heater 5tandard Compressor Ouick-Stan Camponents Standa d-All Sin te-Phase Unns ', Retrigerant Service Ports Standard Heal-5avin Reversin Valve Standard 7ime•Tem erature petrost S stem Standard R-22 Relrigerant Amaunt(Factory Charge 9 Ibs•0 az 9 Ibs-6 oz 101bs-5 oz ' ���• . : • I Coil Face Area(Sq'Ft)-No.Circuits • 7.3-7 7.3-7 7.3-7 7.3•7 7.3-7 7.3-7 8.3-7 8.3-7 8.3-7 Widlh x Hei ht In. 37 x 28 37 x 28 37 x 2$ 37 x 28 37 x 28 37 x 28 37 x 31 37 x 31 37 x 31 Rows&FlnsPerinch 3&14 3&14 3814 3814 3&14 3614 3814 3&14 3&14 � 8lowerWheelUiamelerxWidth In. 12x6 12x6 12x6 12x6 12x6 12x6 12x6 12x6 12x6 Hated Coolin Airflow CFMt 1575 1575 1575 1650 1650 1650 2250 2250 2250 External 5tatic Pressure In,wc t D.20 0.20 D.20 0_20 0.20 U.20 0.25 0.25 0.25 Condensate Orain Connection(Hose) 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 , • ���• • Coil Face Area 5 Ft)-Na Circuits 12.0-5 12.0•5 12.0-5 12.0-5 12.0-5 12_0-5 14.0-6 14.0-6 14.0-6 ' Height 8 Width(In. 27 x 63 27 x 63 27 x 63 27 x 63 27 x 63 27 x 63 31 x 63 31 x 63 31 x 63 Rows&FIn5P8rInCh 2&22 2&22 2&22 2&22 2�22 2&22 2&22 2&22 2&22 Fan�iameter(In.) 22 pp 2p yy 2Z pp pp 2p q2 � � •� • Multi-Speed,Direct•Drive Blower 5tandard PSC Ener -Savin Mators(8lower 8 Cond SWndard PSC Ener y-Savin Outdoor Fan Motor Standard Com uter-�esi ned Reiri erant S stem Standard ' Insulated Blower Com rtment 5landard Low-Voltage Terminal Blak Standard •• • • Outdoor Thermastat Kit 310433-701 � �uct Adapter 310A34-701 - - - TIME GUARD� 310436-70t Service Sent 31p437-701 Fllter prier 31p439-701 Thermoslat&5uhbase P271-345fi(Auta) P271-3457 Manual) Louvered Grilte 310440•704 310440-705 0°low-Ambient Kil 310727-101 310727-702 310727-70t 310727-702 310727-701 310727-702 •Use onty copper wire lor fidd connections lo the unit.wre sizes are based on 60°C copper conducla at 86'F(30"C)amblem lemperature and Ihe ampaciTy shown In ta61e.11 other than 60°C copper conductor is uSCd.II ambiCnt(¢rtlperatwe is abOvC�86°F,or if vollage drop of wUe ellcCeQS 2N.ot uNt lotal rat¢d voll2ge,d0lefrMllC wirC sizB 1rp112mp3CAy Slqwn ana tAe Na110na1 EICCtriC21 COtle. 1Rated In aCCordanCe with ARI 5landaid 240-81 and/or U.S.Gavernment DOE tesl prxedures. � #Ra�ed in accordante wnh ANI Standard 270•84. - ' ELECTRIC HEA7 ACCESSaRY PRESSURE DROP(IN.WC) CFM � HeaterKW 600 800 ,1000 1200 1400 1600 S 1800 2000 22gp r 5-7.5-10 .020 . 30 040 .045 .050 .055 .06p .070 .080 15-20•25 - - .050 .055 .060 .U70 .080 .090 .100 WP•7B 542G EI.ECTRIC HEATER PACKAGES BRANCH CIRCUIT Cepac- Sizes Mlnimqm Powar Qround Ity Used Heater VOLTS/PH kW Heater Circuit MOCP Stages• �lements Wlre Wlre (1000 T� With P/N Amps Am aclt Am s Slzet Sixe Btuh) 018 thru O60 309125-101 3.75 18.0 22.5 25 1 1 10 10 12.6 . 30912r1�2 5.6 27.0 33.8 35 1 2 8 10 19.2 309125-103 208l1 2A0/1 7.5 36.1 45.1 50 1 2 6 10 25.6 030 thru O60 309125-104 11.3 54.1 67.6 70 2 3 4 B 38.5 - 036 thru Ofi0 3D9125-105 15.0 72.1 90.1 100 2 4 3# 8 51.2 060 309125-106 18.75 90.1 112.6 125 3 5 2 6 84.0 030 thru O60 30912fr101 7.5 20_8 28.0 30 1 3 10 1Q 25.6 ' i 3D9126=102 208/3 240/3 11�3- 31.1 3$.9 40 2 3 8 10 38.5 � 042 thru 06D 309126-103 15.0 41.5 51.9 BO 2 B 6 10 51.2 I060 309126-104 18.75 52.0 85.1 70 2 B 4 S 64.0 � 036 thru 060 309127-101 10.0 12.0 15.0 20 1 3 14 14 34.1 309127-102 48013 15.0 18.0 22.5 25 2 6 10 10 51.2 309127-103 20.0 24.0 30.0 35 2 6 10 10 68.2 , O60 309127-104 25.0 30_1 37_8 b0 2 6 8 10 85.4 ' *VA draw per stagB is fi.2 �� MOCP-M�ximurn Overcurrent Current Protection(Fuses or Circuit Breaker) � tWira slze based on 60°C Copper conductors unless othervvise noted_ $Wire Size based on 75�C Copper conductor. Note:Shaded portions are fpr 24QV. AIR D�I.IVERY(CFM)AT IND9CATED�DC��E�iNAL ' STATIC PRESSURE&VOLTAG�(SIZES p18 THRU O60) ' Blower Extemal Statk Pressure(Inches wate� Unit Motor Operating Appllca- Size S ed Volta e tlont 0.0 0.1 0.2 0.3 Q,4 0.5 0.6 OJ 0.8 0.9 1.0 018 Low 230 Haatin - - - - -�- gpp 730 640 - --� - Coolin - - - - - 750 680 550 - - - ' �� High Heatin - - - -- -- 820 750 650 - - - Cooling --� - - - - 785 685 575 - � 024 Low 230 Heatin i450 1410 137'S 932U 1345 1175 1090 985 850 760 Coolin 1390 1340 1290 �225 1165 1105 1020 915 740 - - ' High Heatin 1500 1475 1435 1390 1335 1280 1180 1090 980 840 �--- ' • Cooling 1a60 1405 1350 1295 1255 1190 1110 1020 870 - - ' 030 Low 230 Heating - - 1425 136D 1295 1235 1160 1080 995 925 815 Coolin - - 1380 1315 1250 1190 1125 1045 960 895 790 High Heatin -- - 1500 1425 1345 1275 1190 1120 1020 935 830 ' Coolin - - 1A50 1375 1295 1.230 1145 1080 985 905 805 036 Low 23D Heatin - -- 1440 7400 1245 1290 1225 1140 1040 930 - 460 Cooiin - - 1fi�0 1365 1290 12b0 1185 1090 990 890 - Hlgh Heatin - - 1500 14Bp 1410 1345 1270 1195 1075 930 - Coolln - --- 1485 9b30 1365 1300 1230 1145 1020 890 . -- 042 Low 230 Heatin 1850 1810 1770 9725 1685 1640 1600 1535 1480 1410 1345 048 460 Coolln 1820 1775 1730 1685 1B50 9610 1555 1500 1440 1385 1320 - Medium Heatin 1960 1915 1885 1830 1780 1725 1655 1fi00 1540 1470 1400 Coolin 1895 �880 185D 'l795 1745 1�0 1620 7565 151D 1445 1375 High Weatin 2230 2180 2120 2070 2010 1950 1890 1820 1750 1675 1590 Coolin 2145 2105 2060 2000 1940 1880 1$20 1750 1690 1815 1540 OBO Low 230 Neatin 2395 2365 -2335 2290 2245 2205 2150 2100 2050 2000 1915 460 Coolin 2375 2325 2295 2250 2225 2180 2135 2070 2020 1960 1875 I High Heatin 2570 2525 24�0 2425 2370 2335 2265 2220 2160 2100 2030 Coolin 2550 2485 2435 2385 2345 2310 2235 2190 2130 2075 2000 I NOTES: tHeating airflows with dry Coil.Cooling airflpwS with wet coil. Air delivery values are based on 230 or 460 unit operating voltage wlthout air fllter or optional electric heaters.Deduct field supplied air filter and electric heater pressure drap to o6tain external static pressure available for ducting. Dashes indicate portions of the table that are beyond the blower motor capacity. See table for minimum airflaw required for field installed electrfc heaters. Do not operate unit at a cooling alrflbw that is less than 350 CFM per each 12D0 Btuh of rated cooling capacity.Indoor coil icing may occur at airflows below this point. �1 MINIMUM AIRFLOW CFM FOR . I SAFE EL�CTRIC HEATER OPERATION • • Size 0�8 024 030 036 042 048 060 �'`, F " ' Airllow(CFM) 600 875 875 13D0 1400 . 1700 18D0 . HP-79 DE�AILED HfATING CAPACI7IES--MOD�L 542G;SIZES-042,048,&O6Q OA OA O� Outdoor Inatantaneous Inteqrated Power Instantsneous Infsqreted Power Inatantaneoue Intagrated Powar Coll Cepaclty Cap�clry Inpuf Capadty Capaclty Input Capaciry Capaelty Input Alr (MBtuh) (MBtuh) (KY1� (MBtuh) (MBluh) (K (MBtuh) (MBluh) (KV1� �� Temp Indoor Goll AI�Tem (°F E�B) Indoor Coll Alr 7emp(°F EDB) Indoor Coll Alr 7omp(°F EOB) (°F EDB) 80 70 80 BO 70 80 BO 70 80 80 70 80 80 70 80 ' 80 70 BO BO 7D 80 BO 70 . 80 80 70 ' 80 e ndoor 1 Alrfbw( ) Mdoor o I A ow( 042 1225 1515 1750 6D 50.8 49.9 48.3 50.9 49.9 48.3 4.21 4.48 4.82 51.7 47. .1 51.7 47.5 .1 4.19 4.29 4.81 52. 48.9 50.6 52.9 48.9 50.6 4.24 4.37 4_B1 50 45.4 43.8 41.8 45.� 4.38 41.8 4.05 4.28 �.51 48.3 41.4 43.5 48.3 14.4 49.5 4.04 4.Z6 �.53 46.7 4q.9 43.9 46.7 44.9 43_9 4_D7 4.29 �.55 ' 47 43.8 41.9 39.9 43.8 41.9 39.9 4.00 4.23 4.42 44.7 �3.5 41.5 44.1 43.5 41.5 4.00 4.25 4.45 A4.8 43.7 41.8 44.8 43.7 41.8 4.01 4.26 4.17 40 38.1 36.3 34.5 38.1 36.3 34.5 3.78 3.97 4.15 39.8 37.8 35.9 38.6 37.8 35.9 3.84 4.04 �.22 40.0 36.� 36.5 40_0 38.4 36.5 3.87 4.08 4.27 3� 31.3 29.8 28.1 27.4 28.1 24.7 3.51 3.67 3.82 32.6 91.0 29.4 28.5 2f.1 25.7 3.59 3.76 3.92 33.1 31.5 29.9 29_0 27_6 26.2 3.64 3.82 3.98 - • • 20 25.5 24.0 22.2 23.1 21.6 20.2 3.26 3.39 3.52 26.5 25.1_ 23.4 24.1 22.8 21.2 3.36 3.51 3.64 27.0 25.� 23.9 24;5 23.2 2i.6 3.43 3.57 3.70 17 23.8 22.4 20.6 21.7 20.4 18.8 3.18 3.31 3.44 24.8 23_4 21.7 22.6 21.3 19.8 3_29 3.43 3.56 25.2 23.8 22.1 23.0 21.7 2.2 3.36 3.50 3.62 10 20.2 18.6 18.8 18.5 17.1 15.5 3.01 3.13 3.23 21.7 19.6 17.8 19.4 18.0 16.4 3.14 3.28 3.37 21.5 20.0 18.2 19.7 18_3 16.7 3.21 3.33 3.44 ' 0 15.3 13.8 12.0 14.1 12.7 11.1 2.78 2.89 2.96 78.2 14.6 i2.8 14.8 13.4 11.8 2.93 S.Q2 2.86 18.5 15.� 13.2 15.2 13.8 12.0 3.00 3.10' 3.18 -10 11.1 9.50 7.74 1D.2 8.74 7.12 2.58 2.64 2.70 11.8 10.2 8.39 10.8 9.38 7.72 2.73 2.80 2.88 12.1 10.5 8.68 11.1 9.66 .7.99 2.80 2.87 2.91 Slze Ahflow(CFNq Indopr ow(CFM) Indoor Coll AlAlow( M) 048 1�00 1850 2000 6p 57.5 55.1 2.7 57.5 55.1 52.7 4_63 4.88 5.1 59.0 58.6 54.1 .0 .6 54.1 4_63 4.� 5.14 59.2 58.1 55.6 59.2 58.1 55.6 4.61 4.94 5.19 50 51.0 48.7 46.4 51.0 48.7 16.4 4.48 4.71 4.93 52.3 SD.0 <7.7 52.3 50.0 47.7 4.50 4.74 4.96 53.1 51.4 49.1 53.1 51.4 49.1 4.53 4_B1 5.04 ' 47 49.0 46.8 44.6 49.0 46.8 44.6 4.43 4.66 4.87 50_2 48.0 45.8 SD.2 48.0 45.8 1.46 4.fi9 4.91 51.2 49_4 47.1 51.2 49.4 47.1 4.51 4.77 4.99 ', '* 40 43.0 41.0 39.1 43.0 41.0 39.1 4.25 4.46 4.fi6 4d.1 42_1 40.1 49.1 �2.1 A0.1 4.3p 4.51 1.71 45.3 43.3 41.3 45.3 43_3 41.3 4.39 4.61 4.82 , 30 38.2 34.� 92.7 31.7 30.2 28.8 4.05 4.24 4_AO 37_0 35.3 33.5 32.5 30.9 29.1 4.12 4.31 4.48 38.1 36.3 34_B 33.4 31.8 30.3 4.23 4.<3 4.fr1 20 30.1 28.6 28.8 27.3 25.9 24.3 3.87 4.02 4.16 30.9 29.3 27.6 28.0 26.6 25.0 3.95 �.11 4.25 31_8 30.3 2$.6 28.9 27.4 25.9 4.09 4.25 4.40 17 28.4 26.9 25.0 25.9 2�.5 22.8 3.81 3.96 4.09 29_1 27.5 25.8 26.5 25.2 23.8 3.90 4.05 4.18 30.0 28.5 26.8 27.3 26.0 24.4 4.03 4.19 4.33 10 24.6 23.0 21.0 22.8 21.1 19.3 3.68 3.80 3.92 25.3 23.7 21.8 23.2 21.7 20.0 3.78 3.9i 4.02 26.t 24.6 22.7 23.9 22.5 20.8 3.93 4.06 4.18 0 19.5 17.7 15.7 17.9 16.3 14.4 3.49 3.59 3.67 20.1 18.3 �6.3 18.5 16.9 15.0 3.60 3.70 3.79 20.9 19.1 17.1 19.2 17.6 15_7 3.76 3_87. 3.98 ' --10 14.7 12.9 10.7 18.5 11.8 9.88 3.30 3.36 3.42 15.3 1,�:A' 1i_3 14.1 72.3 1�.4 3.a2 3.49 3.55 16.0 14.1 12.0 74.7 13.0 71.D 3.60 3.87 3.73 SW Indocr Coll Alrllow(CFN� Ind�or Coil fGF Indoor Coll Alrllow(CFM) OBO 1750 R� 2600 fi0 71.0 67. 65.7 71.0 67.9 65.1 5.76 6.01 6.2B 73.y . 67.8 73.7 70.7 87.8 5.84 . 6.95 72_8 71.8 68.8 72.8 71.8 69.B 5.73 6.15 6.41 50 63.1 60.5 57.8 63.1 6p.5 57.8 5.fi 5.85 6.09 65.5 fi2.9 6U.2 fifi.5 fi2.9 60.2 5.71 5.95 6.20 66.0 63.8 61.1 66.0 63.8 81.1 5.74 6_02 6.27 47 60.7 58.2 55.7 60.7 58.2 55.7 5.56 5.80 6.m 63.1 60.5 57.9 83.1 80.5 5T.9 5.67 5.97 6.15 64.0 61.� 58.8 84.0 61.4 58.8 5.74 5.99 6.23 ' 40- 53.5 57.2 48.9 53.5 51.2 48.9 5.35 5.57 5.79 55.6 53.2 50.9 55_8 59.2 5�.9 5.48 5.71 5_94 58.4 54.1 51.7 56.4 54.1 51.7 5.57 5.80 6.02 30 45.3 43.3 41.3 39.7 37.9 36.2 5.12 5.32 5.52 47.0 45.0 49.0 41_2 39.4 37_B 5.29 5.50 5.70 47.7 45.7 43.7 41.8 40.0 38.3 5.38 5.60 5.80 20 38.7 36.3 34.3 34.5 32.9 31.2 4.91 5.09 5.26 �.6 38.7 95.9 35.9 �5.1 32.5 5.10 5.30 5.47 40.2 39.2 36.6 36.5 35.6 33.2 5.21 5.41 5.58 17 35.9 34.2 22.2 32.7 31.2 29.3 4.83 5.01 5.17 37_3 35.6 33_7 34.0 32.5 3D.A 5.04 5.22 5.39 37_9 36.2 34.3 34.6 33.0 31.3 5.15 5_33 5.50 10 31.4 29_6 27.5 28.8 27.1 25.2 4.68 4.84. 4.99 32.7 31.0 28_3 3p.0 28.4 Pfa_5 4.91 5.07 5.22 33_3 31_B 29.5 30.5 29.0 27.1 5.03 5.19 5_35 0 25.3 23.4 27.2 23.3 2t.5 19.5 4_47 4.60 4.73 26.6 24.6 Y2.5 24.4 22.7 �0.7 4.72 4.86 4.99 47.1 25.2 23_0 24,9 23.2 21.2 4.85 4.99. 5.13 �:� -10 19.8 17,6 15_3 78.1 16.2 14.1 4.26 4.37 4.4'7 20.8 18.$ 16_�' ti9.1 17.3 15.1 4.54 4.65 4J5 21_3 19.3 17.0 19.6 17.7 15.6 4.68 4.79 4.89 1.Instantaneous heating capacity values shown Include indoor 6Fm+over�or h�t.'thesa va�s egnore the�lect of oaldoor coil frost buildup. 2.Integrated heating capaciry values 5hown a�nel values to which indoor rilower mart�r heat has been adcled and from which the defrost etiect has been subtracted. To obtain tolal system heating capacities,add tha heating capacity of the supplemental electric heaters to the integrated capacities. 3.Total power inpul values include the compressor,outdoor fan,and indvor blower mvtors. a i� w_._ � T�T , RETU(iN ��_ R ����� ✓ � FROM pOWER- `� SOUR[E �TpP ~ R �~- ��� Qa ' � ��.�� - '� ELECTRICAI. �j _ � CON7ROlS � - _�� ACCESS PANEI. EVAPOItATOR FAH ����5 ACCESS PANEL (�TA� ELECTRIC . ---POWEfl WIRING CONDENSA7E HEATER) ---CONTROL WIRING DR41N TRAP pCONpENSER AIRFIOW �p AB8101 �� q�►aow►rop niR�ow 'Separate diswnnec�per NEC required lor elecdic heater. FigurA,�--Typ�CAI111St8118tio11 � ��� � HP$3 I __ . _ .. � DEfAILfDCUOLING CAPACITIES-MODEL 542G;SIZES 036 THRU 060 �Indoor OUT�O�R GOIL ENTERING AIR TEMPERATURES(°F� Coll Air 85 95 105 115 Capacity Total Capaclty Total Capeclty Total Capaclty 7otal �� CFM °F MBtuh System MBt h Systern MBtuh System MBtuh System WB 7otal Sens KW Total Sens KW 7ote1 Sens KW Total Sens KW 542G036 72 39.3 19.3 3.88 37.3 18.5 4.21 35.2 17.7 4.52 33.0 17.0 4.82 ' 67 35.6 24.2 3.79 33.8 23.4 4.10 31.8 22.6 4.39 29.8 21.8 4.66 1050 62 32.4 28.9 3.71 30.6 28.1 3.98 28.9 27.2 4.27 27.2 26.4 4.52 57 31.1 31.1 3.68 29.7 29,7 3.96 28.3 28.3 4.23 26.9 26.9 4.52 72 40.5 20.8 4.01 3$.4 20.0 4.35 36.1 19.2 4.67 33.$ 18.b 4.97 .--`" 67 -36.8 _ 26.7 3.93 34:8 -25.9 ' b:24`w' 32.7 25.1 4.53 " 30.6 -'24.3" 4.81 ` 1300 62 33.6 32.3 3.85 31.9 31.3 4.1 b 30.1 30.1 4.42 28.6 28.6 4.72 ' 57 33.2 33.2 3.84 31.7 31.7 4.13 30.1 �.1 4.44 28.6 28,6 4.72 72 41.2 27.9 4.17 39.Q 21.1 4.45 38.B 20.3 4.77 3�4.2 19.5 5.08 67 37.4 28.6 4.03 35.4 27.8 4.35 33.2 27.0 4.64 31.1 26.2 4.93 , 15D0 62 34.6 34.5 3.96 33.0 33.0 4.27 31.3 31.3 4.57 29.6 29.fi 4_85 57 34.6 3b.8 3.96 32.9 32.9 4.26 31.3 31.3 4.56 29.8 29.6 4.86 ' 542G042 ,� } 72 b7.2 22.9 4.83 44.4 21.8 5.14 41.6 20.8 5.45 3$.7 19.7 5.76 B7 42.6 28.5 4_67 40.1 27.5 4.96 37.5 26.4 5.25 34.9 25.4 5.54 1225 62 38.6 34.1 4.52 36.3 33.0 4.79 34.0 37.8 5.07 31.7 30.7 5.34 , 57 36.9- 36.9 4,46 35.1 35.1 4,74 33.3 33.3 5.03 31.4 31.4 5.32 72 48.8 24.9 5.06 45.8 23.8 5.37 42.8 22.8 5.68 39.7 21.7 5.99 67 44.3 32.7 4.89 41.5 31.0 5.19 38.7 29.9 5.48 35.9 28.8 5.77 1575 62 40.5 38.9 4.75 38.1 37.5 5.04 35.8 �5.8 5.34 33.6 33.6 5.64 57 40.0 40.0 �.74 37.9 3'7.9 '5.03 35.8 3a,8 5.34 33.6 33.6 5.64 72 49.4 25.9 5.16 A+6.3 24.8 5.47 43.1 23.7 5.79 40.0 22.7 fi.10 67 44.8 33.7 5.00 I1_9 32.6 5.29 39.0 31.5 5.59 36.2 30.4 5.88 1750 • 62 41.3 40.8 4.87 39.0 39.0 5.t6 36.8 38.8 5.47 34.5 34.5 5.78 57 41.2 41.2 4.86 39.0 39.0 5.17 36.8 36_8 5.47 34.5 34.5 5.T9 542G048 72 53.9 26.4 5.27 50.8 25.2 5.fi3 47.6 24.1 5.98 44.3 22.9 6.32 67 48.9 33.2 5.11 46.D 32.0 5_44 43,1 30.8 5.77 40.1 29.6 6.08 ' 1400 62 44.4 39.8 - 4.96 �7.8 36.6 5_27 �.2 �7.3 5.58 36.6 35.9 5.88 A�, 57 42.8 a2.8 �.90 d0.7 40.7 b.23 �.5 39.5 5.55 36.4 36.4 5.86 72 55.1 27.9 �.42 51_$ 26.7 5.78 �.5 �'5.6 6.14 45.1 24.4 6.4$ 67 60.0 35.8 5.25 47.0 3a.6 5.60 1{3.9 ,�3.4 5.83 40.8 32.2 6.25 1850 62 45.7 43.3 5.12 43.0 41.9 5.44 �.4 d0.3 5J8 38.0 38.0 6.09 , 57 45.0 45.0 5.09 42.7 42.7 5.42 4W_4 40.4 38.0 38.0 8_09 6.21 � 72 55.fi 28.8 5.50 52.2 27.fi 5:$7 9�.8 26.4 6.23 45.4 25.2 6.57 fi7 50.5 37.3 5_34 47.$ 36.1 5.88 �0.+�.3 34.9 6.02 41.1 33.6 6.34 1800 62 46.5 A5.2 5.20 43.8 43.6 5_54 A1_3 41.3 5.87 38.9 38.9 6.21 57 46.1 46.1 5.19 43.8 43.8 5.54 �7.3 4i.3 5.88 38.9 38.9 6.21 5azaoso 72 64.8 31.6 7_1B 60.9 30.2 7..53 �B_9 28.7 7.90 52.9 27.3 8.27 67 59.2 A0.3 8�86 55.7 38.8 i.21 '52.0 37.4 7.56 48.3 35.9 7.90 1750 62 54.0 A8.6 6_58 50.7 A7.0 6.92 �A"1.4 +k5-4 7.25 44.2 43.7 7.59 57 52.1 52.1 6.48 49.5 48.5 �.$a W�.9 dB.9 7.21 44.1 44.1 7.58 72 66.5 34.3 7.55 62.2 32.8 7.93 �'i.9 91.3 8.30 53.8 29.9 8.66 67 60.9 45.1 i_25 57.0 43.8 7_60 53.1 42_7 7.95 49.1 40.5 8.30 ' 225p 82 56.1 55.0 6.98 52.7 52.7 7.35 49.9 49.8 7.73 46.7 46.7 8.11 ' 57 �55_7 55.7 G.98 52.8 52.8 7.35 49.8 49.8 7.73 46.7 46.7 8.11 72 68.7 35.0 7.66 62.4 33.6 8.03 'S8.1 37.1 8.40 53.7 30.6 8.77 fi7 61.2 46.5 7.38 57_3 45.0 7.71 �a3.3 43.4 B.OB 51_6 45.2 8.44 2400 62 56.6. 56.4 7.12 53.5 53.5 7.48 5U.5 50.5 7.66 47_3 47.3 8.25 , 57 58.8 56.6 7_11 53.6 53.6 7.49 l5U.5 50.5 7.87 47.3 47.3 8.25 � N4TES: 1.Total and.sensible capaclties are net capacitles.Blower mator heat has bean subtracted. - 2.Sensible heat capacities shown are bas�d on 80°F entering alr at the Indoor cal.For senslble capacities at other than 80°F,deduct 850 Btuh par 1000 CFM of Indoor coll alr for each degree below 8p'F,or add 850 Btuh per 1000 CFM of indoor Coil air per degree above 80°F. 3.Total system KW Includes compressor KW,outdoor fan motor KW,and Indoor blower motor KW. 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L . . . . � . w . . „ . i�.,_.. � I•�LUC�I� � , . a . e . a � e , § e . aa „ � . .. a � . . . � , . � , ws4 . . ada . . . , � nean � �=1 F-rv�� sv�-r�r� �����--���-�-�� ����-r�ni� ��uzr='1+'IE.NT `f YF�'�' b � a a w . . � , . ti . . , . . . > . . . d . . . . . � . a . H����r ���u��i�=� �C7Ul��hi[a �G!i�r�'M�'h!'r '1"Y��F= ,, a . . . . � . . a . a . . . . . . . . . a . . . , . . � . . 7 T i� (.�(:]1�I�7 X T:C�I�IER �C[7NC�IyiIZ�R � . . . . . . . . . � . . � . . . . . . . . . . . . . . . . . . R . . . a � . . . . . NC] �'f�N F'QW1=R (Wf�T"!�"�/aG?, FT,. 3 . . . . . . . . , . ., , . . . . . , . . n � , . , . e a a . 4 A x R G']:F�CULFI"f x C7h! f�AT�. t C�"t�i/�G!. �'T. ? . . . . . . . . . . . . . A . � . „ . a 1. i C]l"H�F� a��a�•�� AZTMLJTF� �F IVUF2"fF-I�RI�I E�LITL_I]TNG ORTENTF�ITT�IV . . , . . . R . . . . . . �t; �h�AI�T NG C�]Ef=1=T C.T.�')VT . . . . . . . . . . . . . . � . . . . . . . a . . . a � . . . � a . . '�� F-IEf�T CA�'f�CITY C7F' �K'f. WALL (BTU/�—SG?. FT. ) . . . . . . G . . . . . <<. 5 L'IGHI"IfVG LEV�L (WF�1"l"�/SG!. FT, ) . . . . . a . . . . . . . � d . . . . . . . 4 � �. � FI�ClO�t "CYF'� . a . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . a � . � . Sl_AF_t GLIr�1AT� ZCJIVE . � . . . . � . . . . . . . . . . . . e . , � . . . . . � . . . . � . . e . A 1��� r, r HVA� Power Indices Summary Form and Wflrksheets CF-� ' . - 2 svlv For EnfortsmentAgenry Use Only ' ro�ect � �� � Doaxnenta6on Au1hoNFxm D�te Chedced By Date Summary Data , c«,��,ed�a�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n� 2 7oml Fan Watts D�xirq Pa�lc Cooliny Concqtions(from Workahs�ts bNow) . . . . . . . . . . . . . . . . 3� k�owatta 3 Fan WaGaps Indax(Lins 2 x 1000/Line 1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Watts/(t2 , 4 Tod HVAC�rsMm Enarpr Dtxirg Peak Codinp Cord'idons(hom Worlcshesb bsbw) . . . . . . . . . . . kBtulhr 5 CaoGrq Powar Indax(Lins 4 x 1000/lir�1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Bdi/hr-RZ 6 7ocai HVAC Syseam Eneryy Dixirq Peak Hsadnp Con�ons(from Work�heon bebw) . . . . . . . . . . . kBlWhr 7 Heating Pawer k�dex(Lirie B x 1�00/lm�1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BtWhr-ftz �� : Fan Energy A B C D E F � H I J . 8raks Hors r Moeor x Drivv EMicien ePoM►e cy Peak lubwatts E4uiprt�ent Convsraion Number M�ic Descripdon Coolkq Headrq Coolinq Heatirq Fa�pr Fans Caoliny HeaBng , 0.7b - r i� i, 0.7�6 0.746 I 0.746 0.74a 0.746 ^ . 0.746 0.746 0.746 Totai kibwatta Heating and Cooling Equipment � A B C D , E F ' G H I J ' CooRn9 Heaeng Equipment• D�qn Canv�ersion Sourar Deagn Canversion Source Mgrk D�auipdon pu�ut E(fie�enry FaClor kBtWhr pu�ut Effieianry Fector kBtWhr � From Work�eet A6o�w na 10.Z39 na 10.239 ' --. Total Tqtal . � � Fam Asvisad SQp�ember 1986 Pag� of � -, i n Assem�a� �om liance Form � Constructo Y p , � . ,.. � 2 � � • � - Fo�Enrorsam«,c Apw�,u rol�ct . �y - •1 r ��l+�� A • . T . . . (/� L _ r Ai�d�or/Firm �W C�ck�d 6y - General.information . . . - . ' _� . 4. ." � ���ww+J Ir���wN11M� • • � • � � � • � • • � a � • • � � � � • � � � . � . • � � � � � � � � �.�L� � _ . . 2 Framirp Typ� . . . , . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - , ' ' 3 Fr�minq 5i�a . . . . . . . . . . . . . . . . . � ._. . . . . . . . . . . � , . .� . . . .. .', . . . %! � 4 Friw�►in0�4 . . . . . . . . � . . . . . . . . . . �. . . . . . . . . . � . � . . . : . � , . : . k�rhw 5 Inst+lation fn C�viQ► . . . . . . . . . ,., . . . . . . . . . . . . . . . . . . . . . � . . . . . . .O� F�ft�1�r . " 6 Eflactiv�a"A-+nlw o1 Gavity/Fr�mir�q . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . �. . .OD �1t� '�f � . �. ' . � . : Z _ � . . , � � �I ., . .. � , � . � � � �, . , 3. _ � . . � - • � - Y ' , y Sketch of Constructian Assembly - List of Construction Components . ...- � r► . e c � o E . w:�hc S�� 'co�c co�G h ' 3 , u I c.�"o^ ,F►�+• �� c��l caa��-.n __.._ , . � / " vo �tJ - , (v2 � , 2 � � 9 �� . �.q'�, � � �; �. S �►�r4�; ---�. . .- � �3 . . _ ._.� —,_..�_ 4 - 9 I � I.AT � . 00 , o �.- . s _-3f�,'- �u�,• �c��. « �11.�..... 9 .Q4 ►31 ' � . 6 . � . . . � .a To��v.rw�ro wn. . . . . . . . . . . : . . . 2• rod Hc .�i . � � 4uid.wri�...�uM . . . . . . . . . . . : . . . ,,. -��...��..� . . • �y ; � �Q ���w w • • • • • • • • • � � • • a • � . • � » ra.r����a.t� . . . . . . .- . . . . 2 .55 � , � _ - - � �- 2 - - - . �x u-wW.��-it�n.��� . . . . . . . . . . . .�. . . � - Construc�ion Assembly Complianr,e Form CF-3 W r L�l _�C�f���JDN 1�711"� • �t� ' — For fnlorcement AgencY Uas Only �'rqject Tda � r �_. . � - �� Documenbation AuIhoNFum a�a Checicad By ate General Information 1 Assembly Typa and Number. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� 2 Framing Typs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �-- 3 Freming Size . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7� 4 Frgmin9 SPaCin9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , inches 5 Inaulation in Cavily . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-ft2-hN6tu 6 EHective R-v�alue of Caiviry/Framing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-ttZhr/8tu i �R .� 1 i 2 � ,�. i •�, 3 / � i �. � ,� �. . ; � Sketch of Construction Assembly List of Construction Components A B C D E W' ht SHeat� Col C Col D 7 � Desaipdon R-valu� . (Iblft (BtWF-Ib) (BlWF-an , c�o � . 5 2 � , � 2 � io 20 - . 3 �� � � ��� i 4 - 5 6 7 I 8 ToW R-Valua w/o fdmt . . . . . . . . . . . . .. . � � Totd HC �.� I 9 Inaide surfacs sir film . . . . . . . . . . . . . . . • ', 1U Ouesida surfaoe air file . . . . . . . . . . . . . . 1 t Totai Iherrr+al reaistance(Rt) . . . . . . . . . . . 12 U-value(1/Irne 11) . . . . . . . . . . . . . . . ' � r � �- � + , Fom+Fiavisad Sevtember�98fi • Psq� of�.._. ,, � Construction Assembly Compliance Form CF-3 7 ��� �� �C��� D� '�� P�/� , For Entorce'ment Ag�ncy Use Only . ProjAet�i�a , ��. � , _ �` 2 oon�u�'�, n.� , cne��y e,� General lnformation 1 Assrmblq T�rp�s�nd NumbK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Fnrnln�T� . . . . . . . . . . . r . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . 3 Frrrninp Slzi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 FraminQ SPacinO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . inches SInsultdvn In Ctvily. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-h2-hrfBtu 8 E�hetiw R-vldu�of C�wily/Frtrninp . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-h2-hr/�tu i �R _ • � 2 I 3 'I ---.. .� � � . Sketch of Construction Assembly List of Construction Components A B C D E Wa1 S Ilc HC q�aaipdo� R-vaM� brtc') (Blu/F-Ib) BcWF-sfj D � � , L,� ,.. .I`Z Z �4i�Z Spr�_G �, �. . 93 � .:� a t���,r��. � � - . . . � 2.5 . �3rJ _ 4 5 6 � 7 . e Tot�i R-V�k+�Mrlo fikns . . . . . . . . . . . . . . Total HG 9 Inaid�wrfsa�air t�m: . . . . . . . . . . . . . ;--� �o ac+►�d.wri.o..rr nr. . . . . . . . . . . . . . . 11 Total thermal rosistanta(R� . . . . . . . . . . . 12 U-vdu�(1/lirw 11) . . . . . . . . . . . . . . . ,�0 Form R�vis�d Spt�mbK t 9E8 Pay� af�.„ - � � � � • . � • ,. , . _ . � - . .. ., ._+ - - • I /i ' i.i ■ � . . .. - 7_-� t �. - �. - � � . • � • � • • • c ���������� :I'1��■(//��.�f�r���k�i►�iF3i)'i.��GSi��I�'�iji����� �������r��� ���������� ����������� � 0������� ����������� ����������� ■■�■�■■�a������■■���■■���■�■■■■■■�� �■■�■■���■■�■�����■■���������■� �����■■�■■���■�■�■■■����■��■ �■■�■■■���■■�■���■�■�■���■�■■■��■■����� �■■�■��■■����■■■�■�u■�■■�■��■����■■� - s���■��■����s�■ . ■�■�� _ ■� - - �F.�r7 � - ���������� ��L'��i-O■F�'r��"�'�Li '��F-���� �����-������ ����������� �����������r ����������� ������������ ����������7� ����������.`�� e���������� ����������\`� �����������' �����������'r! - ����F��� . ����� • �4i�;•�lfr'�� �l/lar�da#ory N�eas�,�es �he�klis� M�-1 L� � � � �j((lj For En(orcemk�nt Agen.�y Use Only ' '` ro�ect i e _ � • D �� ' ' Daauinenta on Author/Firm Date Checiced By ate Re(arence in Fla(erenaa in . ConsWcaon Conatrucsion Dacuments Doa�ments ( � Phorocell aenaora wid�a ciffusinq e�ver�nd Envelope Measures ����2-�»c�>� . . . . . . . . . . . � [ ) Ceni6ed inatdaOOA miaarials par 2-5311(a� . . . . .����� � � ManWacauari in:auaions providsd for in:�llauon � and cali�adon per 2-5319(e� . . . . . . . . . . . . I 1 Insula0on instaped to meat Aame apread and amoke I 1 p�p�inst�allaoon o(contrds indudir�q seneor locadon, densAy requiraments of 2-5311(b) . . . . . . . . . . :� aarhfk;a0dn Df irntie!ealibrapon and contr'a)af luminares [ ) Urea iortnaldehyde foam insulation is instaNed only within dayGt area per 2-5319(e� . . . . . . . . . ; per 2-5311(c) . . . . . . . . . . . . . . . . . . . ( ] Vis�ble or au�610 maKunetlon alarms por 2-5319(q) . a� • � l � � AA�D�1�If1aU�800f1 SpAp�19�3�p9f 2'��3 . . . . . . . � � ,��,���«,;:���z��►s�,a�n,� Occupancy Sensing Devices (wnen r��e �,r�a�,►��a►,d w��,d�� applicable) sealing and wealhersaiPP�9�P�z-5317. . . . . . Lighting System Measures t � ���r�_apersdon and no premature lamp ,, /, .�� r�n,e s m re�,c�mdaakeabla cfi � ( ] ��Y P �Y ^9 I 1 Certified luminairesiballasts per 2-5314(b) . . . . ��G per 2-5319(e� . . . . . . . . . . . . . . . . . . [ j Independent cor+aol w/endoaed areas per 2-5319(a) , �l�G�� ( ) Yarble or aucibk malfuncdon sl�m�s per 2-53 i 9(9) . . . ( � Manual switchiny rea�►accessiblv per 2-5319(b) . . . ( � Limiti an artussians per exceQdons to 2-5319(e) . . . . ( ) Reductian of Gqhbng load to at least one half per z-s�,�cC). OxupencysensarsorproqrammableWnan HVAC and Plumbing System Measures .-- meetir+q GEC criaaris may aubatiWa . . .'. . . . . . . ' � I 1 ��svritd,in�or aayuc ar�sas p.r z-5319(� . . . . [ 1 P�p�O�nsulawd as raquired ay 2-s31 z . . . . . . . I ] CertiBed HVAC equipmant per 2-5314(a) . . . . . . . �.�.1.._.,. I 1 ?eParaea switd�ing of d�splay and valance�iyhtirq . , �n ratail ard wholes9ls s6ores per 2-5319(h) . . . . . . ( � Certiflad plumbinp equipment per 2-5314(a) . . . . . !��/�^ I 1 �e��aamros par�5�1h9(h)in roqul. . . . . . . I 1 •HeaOnp ar+d coalrW�qu�prttient eHiaanry par 2-5314(b) , � f 1 rar�dem wirinq or ona-and�hro�-I�mp luminaeas I 1 ��s prrpan o(gas appliainrss per z-5314(c) . . . per 2-5319(i). . . . . . . . . . . . . . . . . . . . I � AuUomaOc aontr�ols for off-houn pvr 2-5315(a)1 . . . . ..W� � Daylighting and Lumen Maintenance � � TM��«��«rn�^�^��2-s�,sca� . . . . �— Controls when a IiCable ,w conaol of nead end 2-53ts a � I ( p ) Sea�+�+ �c �ro� ( � . � p I1 I 1 Uni(ormly illuminabon reducdon 10 on♦half [ j Automaoc exhaust fan dampars per 2-5316(b) . . . . . M- I per 2-5319(e)t . . . . . . . . . . . . . . . . . . � � � Thermostat eor�ols far eaeh zon�par 2-5315(6) . . . . � I 1 Flicker iree operadon and na prama4�re lamp failurv ( ] Van6lati�on providrd p�r 2-5316 and 2-5343 . - par 2-5379(e)2 . . . . . . . . . . . . . . . . . . ^ . . . . . [ rm,a delays eo preranc und.sirae�. f 1 Neamrs ror don,as6c ncc wster and�ar pools aer z-s�t a .,� � ��9 _ per 2-5319(e)3 . . . . . . . . . . . . . . . . . . I 1 5cep swiri,in�deviaas wid�sapAualian beMw.n on/oft aetmps par 2-5319(a}4 . . . . . . . . . . . . ---� Form Revised September 1986 Pagv af Envelo:pe Summary Form a�d 1Ji/or�Cst�eet tPa� 1 afi 2�. CF-2 f y. '" -,�T I r� (� ' " For Enforcaament Agenty Use Qnly 1 C. �� '��' z �n�,n,pr��, . aam cnec�d�y aa� Roof Exposed Floor Area/Svffits A B C 0 A B C D p� Proposed Area/ FloodSo(fit Proposed Area/ lype Area Fi-value R-value Type Area R-vah�e. R-value � .* Toeal Total To�al To�l Avarape R-va(ue � Avaraye R�value � Cd B/Cal D Cal 8/Col D �� ' - Giazing in Roof A B C D E F G li I 5url�ica/►rea proposed Propased Type Nord� Eaat South West Horizon�l Total(A�} U-value SC .,.� �� - --.� --•:� �DIiI Exterior V11all Area A B C D E F �---` $urfac�P�rea Narlh East South West Toml 5a5 05 Fortn Ravised Saptember t986 Page �f _..._ --- � � � yw x.7 v w unry _-- -- 2— - - � 6!B '� pp�a�tDon lw,d.torlFrm Da1n . . t k * � • ..r��--:. �. �od�parts or�e and tWo ol thic Gectificale af Cornptianc�e musl be inc�rded witt�exh bu�dnfl perrnif appfication for the c�how notad bt�ildnq ard spp� � on tl�a µan: subrnit►ed 1os e.ppr�val. 'fhe bul�r�g Faat�zes and req-iKements reprssanted vn the Gernficam o! CornpGance are adaquaie to sci�i� ' op�r,pi.�r,ce rvi�tha�Qenaration nonres�den�aJ e�e��Y��c IcN'the budd�rq relarenced cd•rove. Ths build»fl ie�;►x�et sr►d requiremen� _ ��y������R}�.appn:,moc�Ficstiont ot ac�tians b d-,e bcx'idr�. _` ' . . ,��/��g/ ,� �1 p+alfln�r Thn+ basly�nrr Or�� ��^�'' �� � J � �� N (Print) U/r� N.ama(Prinq P�Y ame . r,��ca„�,y ,�� - % YE� ,t; ,* �_ . A ` _�� _ �f 178bJf9 . �1B SIqflBExe �Si9 � 1B �11F6cCiYn6fi��Qe�IG�'S+�f18dJl8 ��7� , p+s1���r Four ��t.:.:c�r�N� �G�-7'.��G l tlame(Prinq Hame(Fnnq l � rc./ ' '7�� �JG-J�^�c� �`�c--�%��� Tit�CanPanY hlarr►e � P�Y , -/�: �`��s�' CT �L C'.�T� - � ;' �� 7 zy���" �s - �� pa�e s��,a� �� �rdorcamer�t AgenCy 5+9�►a�re oale or�.�emertt sbxe ase �K • En(oro�rrs►nt A�•nc.y . • N (Prin ' . � � � Narne(Print) . . � � � . ---��- T�,�, • '� Titfa�A�arK.y • . . / rj Addre:s � . ��S .. ' • • e�ro bate Addltanal Pwiormanca Apprasch 5tr�tagY Sp+�ifir�tions Lightirg HVAC - ' . � . . ' P� '°f— Farn R�vesad ber 1 fl8�s S+pwrn /,__ ... _. � _ .,�ricate of �om�a�1ance ��art , �f 2� -� ��-1 , :� z / L...� 1 �_I`-'� s �U� ✓ ' ' ` For EnforcementAgenc�:iJse On1y D J �_. `\ ro�ec: de ' - ;� � � � r �oo ' , proj��rd7itectJ�ngineer Budd�rq Pemut Numbet Sr Plan Ghec.ked 6r Date p�Lo�aoon GZ� D � L �� y ate i , mata na Ci (fown � �Y ature gnd ' � r Rayittration Smmp APPro�8Y DaW Documenntion Author D Prescriptive Approach/Performanc� Performance Approach Approach Strategy �n.*�►suds.t . �' 9.1.�� � cEc oa�,�r TraQ . . . . , . • g�Z + ��t; Gen�r�l , . . . . . .�J��r L 2 UBC OccupgncY Grv�P��sion . . . . t CEG OccuPancY TYPe . . ��.c�i �{ Gond�tbned Floor/►rea . . . . . . . . . � h2 Z U8C OxupancY Group�Diwsion . . . . . . . . . . . . . . . 3 Pac�e Select9d . . . . . : . . . . 0 M E 4 &�et Ta61e . kgp�/yr-tt2 4 Gross Ccnc6tioned Floar Area. . . . . . �� n2 5 AAowed Energy 6+id4et(WS-�A� . . . . .� � Root and Floors Calcvl�t�d Annual En�rqy Consumptlon . . 5 Propased F3ooi/Ce�ing Rt(CF-2.CF�) . . 3•� hr-F-ftz/8tu 6 App��►ed Calculabon AAethod . . �G hr-F-}t�lBtu 7 CEC Deaignadon . � . . . . . . . . . . gp@Clf'IG8-g R�red RooUCeiGng Rt(GF-2) . . . . • g Multiplier. . • . . . • . _ . �p� �t al l� proposed F�cbarior Fbor R�(CF-2,CF�).. . hr-F-tt2/8a� . . . � . . . make �11Y8 Required Ex�rior Floor Rt(CF-2� . . . . hr-F-ft2/8au EsUmaUd En�Y�� . . . . . . . . . . ..�� kBtuNr-n2 Ut writtenw,ii: � 9 Hea�q • • . . . 10 Coofm9 . . . . . . , . . . . . . S•� k6tulyr-ft2 Of B U i I d-9 Proposed Opsque Wa�l Rt(CF-2.CF�) . .� hr-F-h2/8W kBtulyr-ftz '� 9tulF-R2 11 Fans . . • . , . • . • . • . • . •.� k�� quired bY�o Wsll HeatCapAdty(CF 3) . . . . . . . �.�. . . . . . . . . . . . . . r-fc2 �d_-�'�-.thet t Required Opaque Wap Fit(CF-2? . . . . .� hr-F-it2JBo� 12 Li�hts . , . . . . . 'Z kBN/yr-ft2 thls pla �a Miscemneous Equipmer+c. �— •e f �tazing In Wall+ 14 Toml . . . . . . . . . . . ��j— kBn'�Yr'ft2 T lbe Co�12 Excerior Wa�l Area(CF-2) . , . . . . . . � ftx . • . . . . k6w/Yr-$z n2 15 A�j.Total Energy Usa(Gne 8 x I'�ne 14) . . �,�� f gny laW 13 7otal Glaang Area(CF-2) . . . . . .' • • _ t4 Prvposed Toral Parcent(Line 13/Line 12� . x . �5 Average 7ota1 SC(CF-2; . . . . . . . . s Compliance Statement t s Aliowed Tatdi Glaz�rp Percent . . . . . x ��1.Tha propossd.buil�n9,rePresanted in this aet of compfian�e 17 West Fxterior WaN Araa(CF•21 . . . . . h2 documenmtion is cona�:tent v�nth the other compl�ance forms and West Glazi Area(CF-2) . . . . . . . ft2 ��� '� ths P�; � sP�+�tiona and widt any other 18 �9 cala.darions ar wrnpu iraeon. tar nx�s w�+'+i���d+is pemtit app�' 19 Propasad Wost Percenc(CF•2) . . . . . X w.rformsne. Appro�,(when appl�ica6le) The energY Pe�'1°rtnance esdma�a presanted an thi: torm was calculated using the approved 20 Averege West SC(CF-2) . . . . . . . . .cakudacon method ind�catad above and with the CEC estabGshed fixed 21 Aqawed West Glazing Percaant. . . . . . X and restric�ed anqineering inP�ts for d�e appl'�c,abie dimate xone and Glaxin�In Root(CF-6) ProPcsed � �" dvi Appro�ch. (when appflcable) The proposed bu�ldng has Preacxip. 22 SkyGght 1 . . . . . . . . K2 been dea�gnsd w meet the requirements of the Altemative Component n2 package ind"�cated above tor the aPProP^ate oa:upancy ryPe and d�mate 23 SkyGght Z . . . . . . . . . � 24 Skylight 3 . . . . . . . . h� ..._. 25 SkyGghta . . . : . .� • • h2 -- 26 Skylight 5 . . . . . . . . h2 27 5kylight 6 . . . . . . . . h2 28 5kyfight 7. . . . . . . . h2 hZ N � � 29 SkyGght 8 . . . . . . . . ' Uyhdap Campany 30 Praposed Adustad l.P:b(CF-� . . . . . .�_ Watts/ft2 • � 31 Allovred LPD(CF-5) . . . . . . . . . . •��b — Watts/ftz HVIkC � Z 32 Perfarmanca Set Selecmd . . . . . . �Y� �J7 33 Proposed Fan Wauaqo Indez(CF-4) . .•. Watts/lt2 � _ � � �`r� Watt�Jft2 34 Apowed Fan Wrttaga Index . . . . . . . Y� Galif.License Number __ 3� P�opc�sed Cooling Povrer Index(CF-4) . . B�2 36 AAowed Coding Pawer Index . . . . . . � BCuh/M2 .y 37 Proposed Hesung Power Index(CF�) . . � ��2 r�~o 0,� 38 Aqowed Hea6ng Power Index . . . . . . �� 6Euh/ '3 � of --- � ��m���,> md .�• � Paga � � - —� -,. ��-_^ ti � � ■ _.. -- _ ...- ,�fi nsultant r�l D esi n Co , tr�c�� � t S ��r� � "�'�' , ��i ry�. J� - ��``� ;:-.;"��°�'o,� .7y.•,'n "ra , �-. ��f �'�" . P!.. '7.. �8��t:>,,i�'�;-,,ra.�� ,�(� � ;,A� `'.:�'.1� � k��� ry�y ' `�� -•,�� �r,.� b�,r Cf ���$�1 AUGUST 1� i988 � 'I ..:1, �;a%i�r ,��'I u�! i S`'7,�C/za��:I� o i✓�� rE�(3/ a. . G � Vip� �n��� tr�s y�h�RIVERSIDE a r�Y C�F3N � � NT OF BUILDING AND SAFETY 274 �CALIFOApCALZF� 42390 RANCH . yARELA C0. g�; RON E � JEFFERSON. B�1�Z��S S PARK LOT 2 RANCHO CALIFORNIA GENTI,EMEN: ` THI S IS TO INFORM YDU THAT THE STRUCTUREACCORDI�1GgT0�THEI�'OLLOW NG C�p� AND NED TO THE BEST 0� OIIR KNOWLEDGE, DESIG , GUIDELINES: 1. TIiE 1985 UN�FORM. B[IILDING CODE. 2. THE RECOM MENDATIONS FROM " PRELIMINARY GEOTECHNICAL INVESTIGATXON " B� pIONEER CONSULTANTS DATED JUNE 17, ].985• gp�1� STRUCxURE I� CONSTRUCTED PER OUXO T�V�U�X QUE5TIONS,WPLEASE LET I� THE A STRUCTCTRALLX SAFE FOR THE INTENDE17 USE• xF ME KNOW. SINCERELY,..� �� ,�� - R K . REESE O�(�OFESS/Ohq� ,��,�``' .f. R' RE f'yc, � G �s z � a � � � N0. 2724 EXP. 6-30-90 N `r� P �� � q��T��- � qT� o� GA�`�QQ. P.O. BOX 155, lA MESA, CA 92044-�120 • PHONE i6191443-0661 :.o - _. � ' no. � 80�z.3 Pa9e .. 5II„. - -�:� date -7 _ I 3-SF� J � Structu�al �ign Consultant � - - 1.l III 1K lA ME31. 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BEAM LINE C: 2 � 3 � ... : N � � , ' ; ! L�NGTH' OF BEAM� L - 45 FT. z TOTAL 1 UNIFqRM LOADS ' UNIF. LL� WLL 1 � 0 K/F7. UNIF. DL� WDL 1 F .078 K/FT. L. EpGE QF L�RO TO L. 5UPPQRT � 0 FT. L�NGTH.QF UNIF. LqAD � 45 FT. , TOTRI. 7 POINT LORp� PT. LL � PLL 1 � 2. 153 KIPS PT. DL.� F'DL 1 - 2.0832 KIPS DIST. Tp L. SUPPORT � 2.03 FT. PT. LL , pLl. 2 � 2. 153 KYP5 PT, DL , PDL 2 - 2.0832 KIPS pIST. TQ �. SUPPORT - 10.04 FT, � PT. L.L�� PI.L � � 2. 153 KIPS pT. DL � PDL 3 - 2.0832 KIPS DI5T. 70 4. 5UPPORT � 18.05 FT. PT. L.L , PLL 4 � 2. 153 KIPS ' PT. DL , PDL 4 � 2.0832 KIP5 DTST. TO L. SUPPORI' � 26.06 FT. PT. LL. PLL 5 - 2. 153 KIPS PT. DL, PQL 5 - 2.0$�2 KIPS DIST. TO L. SUPPORT � 34.07 F7. PT. LL, PLL 6 � 2. 153 KIPS PT. DL. PDL 6 � 2.0632 KIPS DYST. TO L. �UPPQRI' - 42.0$ FT. PT. LL� I'LL ? � 2 KIPS F'T. DL , PDL 7 � 0 KIPS DIST. 1'0 L. 5UPPpRT � 22.5 FT. L/240 � 2.25 IN. L/360 � 1 .5 IN. MRX,�MOMENT�BETWE�N 5UPPORTS - 175,4834 K-FT. MAX. SH�AR � 15.71495 KIPS MOMENT USED FOR DESI6N w 17�a.4934 K-FT, Ll. REACTION � l.EF7 SUPPORT � 7.586745 KIPS DL REACTIQN A LEFT SUPPOR7 � 8. 128203 KIPS - TL R�RCTION � LEFT SUPPQR7 � 15.71485 KIPS LL REACTIpN� � RI6HT SUPPORT - 7.331256 KYF'S DL REACTI�N � RI6HT SUPPOFtT � 7.880997 KIPS TL REACTION � RIGHT SUPPORT � 15.21225 KTP� TL DEFLEC7ION - -6.287494�+10 IN/EI � pL pEFLECTI�N m -3. 135061E+10 IN/EY DEFL. @ CEN7, SPAN DU� 70 LL ON CENT. SPRN ONLY � -3.152433E+10 IN/EI ----__-- � t s C �s .��sj �, ,�s � , 16 s���-�_��_�, 3__�N�=--- A,�- S 3 �7s , s � � z� � ,, , u � Z . z� -= � Ls , S � �1� � ^ w �L..• � .'��'-� s ��� � � S S 2 4> � ►N � � �� �r� � � - �--- � S !g X, 3�� Ig�� ( �5 / �� , 52�- � 7 � I I � S�7 ,5 �W C�� 1 I �� LL � � ► s-u� C4s / 3 0� . � _ �- � � �EAM LINE C: 3 - 4 .r-. + . ' ' LEN6TW OF BEAM� L � 45 F1". - - � - TOTAL 1 UNIFORM LOR�5 UNIF, Ll�, WLL 1 � 0 K/FT. UNI�. QL. WDL 1 � .078 K/F7. L. �O.G� pF LDA� TO L. SUPPORT w 0 FT. L�NGTH QF UNIF'. LOAq - 45 FT. � 70YAL 6 POTNT' LOADS PT. LL, PLL 1 � 2.07 KIP5 Pr. DL� PDL 1 � 1 .963 KIPS DI57. TO L. SUPPOFiT � 9.Z5 �1'. PT. LL� PLL 2 � 1 .9ZZ4 KIPS PT. DL , PDL 2 � 1 .86 KIPS i DIS7. TO�L. SUPPQRT - 17.25 FT. PT. LL. PLL 3 � 1 .92�4 KIPS F'T. QL � PQL 3 - 1 .86 KIPS DIST. TO L. 5UPPORT � ZS.27 FT. PT. LL. � PLI. 4 - 1 .9224 KIPS PT. DL , PpL 4 - 1 .8fi KIPS , DIST. TO L. SUPPQRT - 33.28 FT. P7. LL, PLL S � 1 .5224 KIPS PT. Dl. , PDL 5 - 1 .$6 KIPS �IST. Tp L. 5UPP�RT - 41 .29 FT. PT. Ll.� PLL 6 - 2 KIP5 P7. DL, PDL 6 � 0 KIPS DIST. TO L. SUPPORT - 22.5 F7. L/Z40 � 2.25 IN. L/360 � 1 .5 IN. MAX. MOMENT BETWE�N 5UPPQRTS � 160. 1256 K-F7. MRX. SHEAR w 13.43076 KIPS MOMENT USEq FOR pESIGN � 160, 1256 K-F1'. LL REACTION � LEF'T BUPPORT � 5.331588 KIPS DL RERCTION � LEFT SUPPQRT p 5.9�0249 KIPS TL REACTTON � LEFT �SUPPORT � 11 .2fi1$4 KIPS LL REACTION � RIGHT SUPPORT - 6.42601Z KIPS DL REACTION � RIGHT Sl1PPORT � 7.00275 KIPS TL REACTIpN � RIGHT SUPf'ORT � 13.4307�i KIP5 TL D�FL.ECTION � -5.696872E+10 IN/EI DL I��FLECTION � -2.$a265E+10 IN/�I DEFL. � CENT. SPRN DUE 1'0 LL ON CEN1'. SPAN QNLY m -2.SS4222E+10 IN/EI . __�_Y_W__i`� C , � , 4��j f h ,�� , �6 sjM --- � �, � ��,.;z--_-_---- � R� s 3 � S � � i � o , � 3 � � Z�� i , �s �Z. �-� � 6 � ���si� _ S, 69 � � � � � � a 6� 1 �� -S� �� �' 3 3 � �--�. -� �-�c� � � g a o ��s I Z�� ��. ,�. ` � � . V ` � " BEAM LYNE C: 1 - 2 ,,, r , - �, _ ' ' LENG7H OF BEAM , L. W 30 FT. - TOTAL 1 UNIFQRM LOAq5 UNIF. L.L� WLL T d 0 K/FT. UNTF. DL, WDL 1 � .078 K/FT. L, EpGE OF �ORq TO L. SUPPqRT. - 0 FT. L.ENGTH D� UNIF. LOHD � 30 FT. TOTAL 4 POIN7 l.0AD5 � PT. Ll. . PLI. 1 � 2.282 K IP5 PT. QL � PDL 1 � 4.365 KIP5 pTST. TQ L. SUPPORT � 8 FT. P7. LL � PLI. 2 - 1 .5224 KIPS P7. DL., PpL 2 � 1 .86 KIPS DIS7. T0 �1.. SUPPQRT - 16.01 FT. PT. I.�. PLL 3 � 1 .922a KIt'S PT. Dl. � PDL 3 � 1 .86 KYPS DIST. TO' l.. SUPPORT � 24.02 F7. PT. LL � PLL �4 ' 1 .5 KIPS PT, DL, PDL 4 - 0 KIPS DIST. TO L. SUPPQRT - 15 FT. L/240 � 1 «5 IN. L/360 � 1 IN. MAX.'MqMENTrB�TWE�N^5UPPORTS � 84.3802fi K-FT. MAX. SHEAR � 9.312284 KIPS MOMENT USED FOR DESIGN � 84.38026 K-FT. LL REACTIDN � LEF7 SUPPORT - 3.703144 KIP5 �L REACtION � LEFT SUPPOR1" � 5.509141 KIPS TL REACTION @ LEFT SUPPQR7 � 9.3122$4 KYPS LL REACTION � RI6HT SUPPORT m 3.523656 KIPS DL REACTION 0 RYGHT SUpPORT � 4.815861 KIP5 TL REAGTION � RIGHT SUPPARI' � 8.739515 KIPS TL DEFLECTION � -1 .32g231E+�� ZN/EI Dl. 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C;,g� � . 0 4 S � �► �° 4 C '2� �'�+ f = : � = . � ►� �s � ° ZC�S���,g) ,����� `z4� 13`�l x c . �sp�� � Zc ( � ,23� � zG , 6 �'�� .: G� I . ..: - na �b `a ° z3 Pa9� Y r t I Desi n DI1SlIIt 11� � date � � s —� �. g I r.�.a� n� u ,�ll ��a��+au' 9 � a , , m�E rn�� �a•n�i � n�'T p i� �/s 6 Pa r�,.� � ; w�u n _ p ,... � . 2 [ I 3�(I , 3�L I ,o) � 20 . � '�s F � G�Vrsx-N s � S�IS . �� � �I�C �� Cr �� CVdDL, � � � � w1�L _.. = 0 , �r ��� � I 6 1°SF , ���s � ��� -�, � , Zo.3C � ,33)La.sj _ I S �,Z �# �. \� -� Na��� � 2 ( �.75� '�'S F S (��s c ,�-�� = zzo .�, ►� 3-�c� �� en�+cr � gr.�C.�s vr�.T � �S L .Z 1� `'�"�Nn�-a►�� ��a -� isc..2i/3s = 4.� s"��► ,�1 � p sc�srr ...a�S L,z.i �130 � �.2 �N .�r�o �..�a p��' 1�f} Sv g-.�v�-1 t� ; (,r� � .O Z p ��F ��1� W ufr� � a � 1 172 � � d . I37iC4) � o ,54g-B'� I i►a � I �S ( �S4��1•o°►S � I ►�3� = (a � SIS INZ M � - I 3 7 z C ����Q" =� I � 0 9 7 6 �- � 3 �� � s ,�. = I ,o q � 6 L � z� /► , 33( I , Zs) = � ,9 z �,�' � � l � �� �r Tq: Land Use/Plan Check Log Nurber ����������`�`j Special Use Case No. FR�1: Building and Safety - Grading Tract / PM Initial RE: Gradi ng Clearance for Bui 1 di ng Permi t Issuance i s Gi ve to those 1 ots shc�n i n the "Lots Cl eared" col�nn Belaw. �: � ���/ � ,�/ � Yes No C The following inspectian/s Fin� Grade is/are necessary prior to Erosion Landscaping � building final . Paving Lot Lots Lotg Ok �crr� Report Report No. Cleared gldg. 103 Date N0, Final Certification: � � __�� _ G. ��� �1-- - -----------------r�'-���_� __��==___-- ---- �- --- ------------ -- L� �.82 g C car�act;on: - , � �„� Certification: Car�pacti on: Certification: Canpaction Certification: ^ CarQaction: Certification: Carr�action Certification: Canpaction: SPECIAL RE�IIREJ�EMS (List any special foundation t�equirarients, clarificatiai of any information on progress sheet, any special inspections required or provide an explaination of an unusual amount of inspection fees): 284/129 Rev: 6/88 �. _. x r � _�, � _ _ ' . 'R . . �' , � ... COMh1�F(C I Al.. CDF��;ECT I ON L I 5T I DE�AFtTt�ENT DF PUILDING AND SAFETY �l.-A hl c.-Fi-�c�k-. �-z ^c�►(�-6 s .�� .z,. �U 3 � �� L'OUNTY OF RIVEFtSIDE � F'l.�nchecF; Nc�..�_�.o_ _�..5.�_,.------- ;iate --- _--��3L�?�------ ----___.._._...�.__ � � --_ �'l�n reviewed by ._��p��•�--w`_Y^�--- ��ners name._.. (/ � 2F�L/4 �'�c�.�P�� address_.. __.���°�O�_W �N �H11LS���.c�mmun�ty___�______._._.�.�.__�.______.__....... i�l(�'TE: Items circled ar camm�nts are req�.�ired (UL�C 19�3� EU) ixF F:l�FiAl_: �� 5hc,w acc�.►pan�y graup: type c�f canstruc�i.ari. area af b.ui ldi��q �a�•�d cTct�.�pa�-�ey lc�ad-'c�n fa�e shee� ��f plans. S�c . 3s��2� .Table 33-A U�C. I� �� '� µ.._�__� - Shc�w ��t;6acE::� frc�m all pr-c,per�y lii7es and bi_iildin4s an �h� p].c��: plr�i-i. _ .. .� ShG��� editian t�f each �pplicable ec�de an plans. � � i �=_.0 r3 L v 5 , U (�� $S � � M L q, > > h.!� C.- � � Ar�� c�f buildinq h�s e::ce�d�d th� a] lc�a�ahl� in 7ab�.e 5C 11F+C. Sf-,c�w r�� • m�tth�m��tical j�..�stific��tic��� for �rpa i�-�c�e��,e c,ti� f,�c�a �he-.�et , If ty�_�ildiiig is a mi::�d ac�up�i�cv st�c�w mi>:ed acti.ipancy •r�tic, =: ]. ,-r'J-�'G .�;�,i;;3�i� �..����. ' �' � . 1_'`._''�:. . . � �.r��c'��1 insp��ticm. i,s requii-ed fc�r th� fc�llc�wir�q ...___._LuNC�(L�Tr� _ .__._._.._. �� � uvu � _ . ....._...._..- /f +���en�_y.�c'r_._inspecte�r�dc�i,ng . spEs�i�l ii��p�c�ic�n'_-m�����b�, aF,prc�,r�� .....�v ..t. _.. ._ F� :htie � p tm�nt c�f E���Yldinq ai�d S�fety Cc���.i�ty c�f �;�.�v�rside. S�c#:i.r�ri .�ii��r; I..IL+C. �i e:. �i � , i., �:- ' � , �-:, W�ldir�q r�q�.�ir�s a certified w�lder . I��-��p�ctic�n ��� wpl�iir7a m�.�s� �� rJc:�r-�� �- r�Y..�7� , a.�i,pr-a d-�Pe�ia1 inspectc,r . Sectian 3�=fb UL��. �-:. _. _._, � ....__ � � � " 'Tr11�r'�.'7' � -• �.? _�_ ~ FV N rJ O(� �T 1 u IJ R-�CAMH. . �`. Pruvide . .fset� c�f all engineerir�q cal�i..il�tic,r-�s, _._ � - •- E���rgy calculatians a.rtd si..�plementar•y infc�rma.�iar�. 5�c .�f%1�h �l��L:. j:�'. In�c�rparate all revisic�ns irita the ti-acii�as zr7�1 i-�pr�ii�t . F'zt::�t;i.ir ri -� ai-igic�z��l plar►s with carrect�d pl�ns. � -��----- ' _ _ �,� 5�I�A a-�F1 TE 5►tf-rcT '-'. . F'��t�.��-ri cc�r�ectic�n lists ar�id prc�vide cc�r'r�ctic�t7 ro.�pc�ri,�� ���� tri� p��-=_.��rr ✓'" r'�spc�nsi.ble far the plans and ar calcul��ians shc�wiiig lc�c�.�ic�ri c�� �tl ]. r�vi�ic�ns tc� the plan5. �1s'1 F�11 pay�s c�f pl�n� ar-rd C�iCU�e�t1GY15 must h�ve origic�nal siqn�t�.ire c�f � s��.t� licerised enqirieer ��r archit��t . F'er�c�n r�s�ar-��ihle i:c�; c�l.ci.il�tians m�.�st alsa siqr� plaris. Fraf�ssic�nal cacie SPc . ��3f,.2 E'nQin��rs act 5ec, b735. Civil and structi_��-��1 engi,i�e�rs m�.�.st sF�iow tlre ��.:p:►ratian date c�f �heir lic�nse c�n th��r se�l . � 11 , �pprt�val tiy the fc�llc�wing d�pa�tm�rtits is re �..tir�d �F�Pr��val . ►rA-Nr) ►.�5� �� 4 p�...ior ta ��1��"i _-_..____ ._.�...��.f�1►�+_ �1��..��.__..tL��l_�-r�t._t-�-�+d..LZ�.._.._.__._--��--_..�. . _ 1.2. �h<<w cc��itract ev�luatian af remr_�d�l c�r ehai�qes c�n p1�t7s. 284-204 Rev 10/87 �. ., _..------_......_.....,......._....__-------. .. _.............. ... �.. IRE ESI�TARIGE: _ /� . _ � ' � " et at e�:�eriar w�115 �nd at area se erat:ian wal. l I ��. rcv�de min. 3S� parap P as required by 5e�tian 5��e 3 and Sectian 17t%�4 ULiC. • ., .: .�`; . 14. Fravide �rea separatians and prc�tectian af �peninqs as required by 5ec . 5s%��� UPC. Area sep�r'�tic�n walls req�.�ire k hr� . prat�ctian fc�r typ�s 1 , I I FFc. III °� IV Pldys. arid 2 hr . pr�,teCtian fc�r typ�s II 1 Fir . , II hJ c�i- V , Ea�.�ildings. 1�. Fravide acc�.�pan�y separatians arid prat�:�tic�ri af c�p�nirigs as r�q�_�ii-�.>d by ��� ��%f3c r Tab 1 e �La ULiC. io. Fravide prc�tectian c�f e>:teriar walls and apenirigs a� requir�d F�y Sc�ctic�n 5kt4 and Table �a, UPC. iT-:=�� i. , . �a —� — � Y � " — _ ._. _�_..___. � � �ll.s ar-�.d artitic�ns_. m�..ist cc�m 1 with the re �..�xr'emPnts a�f Tabl� ��:�b , UF.+C . fc�r f xi e i �sxstai�ce. s.... � =� 1�1 Flc�c�r C�ili.nq�, c�r rc�af �t-ilirigs m�_i�t cc�m�ly with Tahle 4:�C. U�G t ��r fir-e r�sist�nc�. .... _. - _ • _ -=%� U�a�ningls ntii..�st �amply with S��tian 43s�f�, �,� �}ti� lJkaG fc�r fi.r-e r'�si.st�r-�c�. j ' ,��:?t Frc�vid� fire dantpers as requir'pd by SE'C�1C�11 43s•3b.7, 1_l�+C. C'• � EXxT�; �1 . F'ravide �::i�s as req�..�ir�ed bY T�h1� ��A ��rid Sc� , 3�3i%f3 UF�C. ��. �r��c�vide minim�.cm 3'-CS ;; 6'-8" e::it dc�c�r ii� th� fc�llawing 1���_�:.tic�r��s. �:�. E::it rIC�GT"5 m�.�st swinq i.n thc� directic�n c�f trav�l with an c�cc�.ip��ri� ].c:���.d a� �S�ti c�r rncJre. � r�'4. F_:;its m�..�st be spac�d fi.�rth��r apar� thai-� 1 /� the a����-�11 di�qon�l dirn�i-tsic�n af the b�.�ildi»g ar sp�ce �ppliczble. Tr-�v�1 dis�ar���e rr��-r�� L�o-.• ' rria::iri7i.+m i�s�s' ar 2z=fiJ ft . in sprinlcled �idqs. tc� e�:i� .. �`i. �r�avide daar h�rdware c�r p�»ic i'ici-�b•�lY"� as rey�_�ir�d by CF7 . ;�'�1 c�•f tr��e L1F+C �:trid �'-24 CAC. � c='6. Stairways and Handrail� m�.�st cc�mply with S�:ctic�n 33V�h IJ�C �: T-�Z�r. �I �7. C,c�rridc�ti�s m�.ist cc�mply with Sec. 33s:ti5 UFC �: T-Z�+ CAC. � �?�. R�mps mi.�5t camply w�.th Sectian 3�y1"7 UBC �: T-Z4 CAC. �i �P,IIa11�1�E'FtING: F'9� F'i~c�vide Engine�ring C�lc�.�].atic�ns fc�r the fc�llawing . � ...__.......__................�__......._.....�__,..._.____...._r__._.._.__._..__...._..__W_....._....---.._�.....�,................___....._......_._..___._._ _._..._._...... . _.... � : , ._...._..__..........._...._.._.._..._...__...---.......�._.......____...___.....___._..._._.._�_...._... _..._......._._.__...�_.._._...�._.._.................._...._._.. ...._.__._.._._....�....._..._..._..... .._ I 284-2Q4 �Rev. 10/81 � � � 4 . I ;_ll��� F'r��avicle �ngineering calculatic�i�s far lateral stability as req�.�ir��d by �hapter �3 UFiC. NOTE: Caba���n and the CG�acht�:lla Valley reqi.�i�-es 8�f t1F'H d�sign wind speed. :�1. . SFic�w 1 ive laada �s r�quired by Table 23 A, B and C c�f �he UL�C, Alsc� cc��-rect d��d laads and collateral laads. '��. Carrelate and shcw an plans th� fc�llc�wing specified items i,n the c�rtigin�er� c�lculatians. --__.___._....�._.�_.__.__.__.------•-----.._...___......__ _..._.._._...._.._.__._�._.._._._.__.._...____.__..:...._...._ _.....w�._..��_._..__�_...___...Q..._______.---._._.._�_..____._____ I''1 Z�C:_F..I_LAIVEOI_IS: 33. D�le�e det�i ].s nvt applicable �a this struct�_�re. ;34 . F're�vide crc�ss sec�ic�n details c�-F the �c�llc�wirig ._.___.... .. . � - �._._.._.._..._......._...... 3''��. F'r�avide ICE�U r�umb�r �nd ar reparts far the �c�llc�wii�q . �j:^�. Fr•ovi��w draft stc�ps and firestc�ps as req�_iired by Chapt�r �'�� I.J�L i_n the -Fc�llt�winq lc�c��ians. ;j?„ F'7-avide tr�.�ss mar►ufactures engineerii�g det�il�. ti-i.!.ss l�yc�i_it �'r'id :�[=NCi I • �F:tipr��val n�_smber c�f the inplant iri�pectic�n �q���cy. ;�aa. F'i-c�vici� enE+rqy C�.]CLl�2t1G175 and mfr�5. �p�c�. fc,i� H�.'f�(� �q�._�irment .a.� i�e.quiti-ed by 5t�te c�f C�lifc�rr�i�. C�.lc��l��ic�ns rnu�� b� sigr7e�i ka�.• pr ,-,��rr-.i- .. '�'�. 5<<s�er��i�c�d ceiliriqsa liqhtii�g ai�d irt�e�-ic�r wall. br�r_ir�q m�.�st �� �i��iqrr�•c:l a�i�rd ir�ist�ll�d as i-eq��ired by Table �'� L� 2:�1J S�c . 4is�jli� ;�r-�d I.I(:ir: ' �t,4�i�d�t7�'rJs 47-18 ar�d 13. F'rt�vid� d�tails. IC�Q n�..�irrk►e7- �rid c,r i_e,�_,E•�r'�.h7 r'r..��:?c�rts fc�r installatian methc�d . 41r�1, I7••icc�r��pC�r�tc> �]. 1 plat plan �pprc�val CC�YId'1't1C�1"IS ir�itc� �the b�.�il.d 'a.r��y pJ.-�r�s . . F'r-c�vici� �c�p i F�5 af the appraval cc�nd i t ic�ris wi th the p l�►-rs. �'� ]. . F'i`c�vid� rcrc�� slape �s reqi_�ir�d by 5�� . �c11 .b L.IHG' c,r.. pi-c��::i.di= �rrgi.nPerir��q c�l��«��ians fc�r pandirra - � �a?. Shc�w type af cc�r-istru�tit�n and sq�_�are fc�c�tag� c�f e::istinq bldys. 4�. F'rc�vide the fallawinq c�n th�r plans. Qwners n�ine, pra,jec� acidr���ss, sc:�l� r_�-� �11 drawir-�gs �rtd title page with inde>: . _ r+�s�. F'lumbinq fi>;t�.ar�s must be �s r�q�_�ired by �pperidi:: C UF'C. '��,� F'].aris m�..ts� tc�mply wi,th State c�f Califarni� title 24 handic�pp�d y-��g�.�latic�r,s. Pravide dernensi.ans arid d�t�i. ls c�f th� fc�llc�wing ..__ ._ _____ ___. .._ ME�. F'i�-c,�•idc la.qht arid venti ],atic�n -fc�r the specified c�c�4�p�i-�cy as �-�y�_�ir� M-�� by SE��c . bs%15, 7s�s�, 9��5. ar is::ff%s5. I..lE�C:. 284.204 Rev. 10/87 ;j � � ! � � � I 47., Provide detaS. l af veneer attahem�nt as req�.�ired by Ch . �i%► UF�C. I ��►��- F'i-��vide e;;haust v�ntilatic�n as requ�ir�d S�c . 7�%s� UE�C. 49, Gancr�t� with compressive strength greater th�n ��i%if► �SI rey�_�ires tF•_=_t � cylinders t�4cen during placing af cc�ncr�te. Cylir�ders mi_�st be checl-:�d . t�y 1�bar'--�ry far str�ny th. 5ec. 3�Jba, �{s� Prc�virJe explasic�n venting �s required by Sec. 91v_s UHC. 51. . In ather thart dwellinq units tail�� rc�c�ms flc�ar shall have a smc�oth nc�n ���sc�rberit surface which e;;tends upward antcr the w�l ls �t least �" � LJ�lls within �•�ater clase� ct�mpartments and walls within 2 feet c�f t:h-�e . frant �nd sides c�f urit�als sh�ll be simil�rly fir�ishied ta a heiqht c�f 4 �fE�et and} e::cept -Far s�ruct�_�ral elements, the material uspd in �i�c�, �N�lls ahall be af a typ� which is na� aeiversely �ff�cted by mc�ist��rE�. Src. :�i.s�Sb . � - --..._-- - 'i�. F'r�avide fir� SFII"1Tl�rlers �s requir�d by Cf� . ;�e I_lE+C ar•id Fire D��pt . Ur�d i riar��e 54 6. �3. F�Y`C�Vlr�{� �ttic access c�pening min 22">;3t��" , lJith attic foi-����J �ii- �..�r,it pr_avicie minirn�..�m c��a�riiriq 3s%3"::3!�1�� . Acr_ess req�.�ir�es miii. 3s%S" F�e�di• c:���rr�. ��t�'C ,. ��S%1J2 �4. P��-c�vic:l� �t;tic ventil��i.an as rei�i.�ired by 5�cta.c�n 3�ii1�C . ��. F�r�c�f rc�vP�`ir•��]s mu�t bE f ir� ret�rdant �s �-�c��.�i r-�d by S�r_�i orr ].?�,�4 I !E+C� F'i-avid� dr�tails r�r specificatic�i�� cc�mplyir7q wi.th ��ctic�n 3r'�:s;�� �he F'rc�vid� t�+mpered glass as r-�q�..�ired by� Sect�.ar�i 54t%jb U��C:. Iri trit�� I ���,11GW].fi4 i�.��t���„5. __. ._,. . _ .r� �.. 5� ._..._.?�v.�.�?.�__._..._....�>.��: ....... ��.��o-,•_►.--��-�....c�.x�ca...�r�o�7���✓.�_..__.._.._.....__._._.._�.._ ....... ..._.._......._. ._..._. �� _ __�r..........._. .. -.. .._._ °�- . � �,- �� i_� �._ �f.s�...U.�__.�-F-1�._�,.�t�.__........__u�___.._..P���....._.._. .._....... . .. $ .._� . �-_ , ... ,_. . ,. � . ..M_�:N....;,T_.S�.,i,(L-�i..�.�.T.1�..._..__.�c?�._.._.S.�ti.1..t-!?-{�.X..�_._.W.__.(S_.__.R-���ts.1..L-�,.(�__ --�..�_.__�.��_..... o-J.. S+ , �� � � ... , .....ft�.U.5.._.........�o.lt-.��.4:..L...._--�'1�$.:!J.._..!s11:t.�-..�_.._..C�.7.fi:�i�_R-_w l.f.�._..._1..5_.......l�.ly.'�.�..�.._�.._.... _...... . ........ - . � /ao ._...P.+�!�.���..�a._.___4� .N►c�rL � �r� is � �7�-c.�.� _.. ....... .._. __..._..t..`..1..(...�-.ld.�._......_----._._.._N1.�....._...___.._._..._.... � --. ._..._.......�-.Y?..... _.�-c�.iR--�.�'f�c�� .........T"r� �.�A=�..._.._..��-�--a.R-O)N !�. ��._____...�:Q��-t_C.Nr��.f�..__.�._I....�:.M.�.-...._... .. - -. �� .....5��::..G�.�. .._ � .. � � � ........ �_�r�......... ,�.z.�r..-t1�_��..i�_�F......(.L�.C1 v..�..d.z�....F�..._.__��._��._...5_....._.�.._..�J . �_ �1� , I � , �--.......n..��.—..._..��.+�'..�:�__......._._ . -.(.-- _..__...._.� . ---._._w.._.3__. �.. .._..._...---�---� ..�-. ----._.. .__..__.�_..._.._.. .. ... . .. ............ �._ �..... . -. - .--. .���_..-� 5_�- . .F� .:�. _ .�... - � � `� ..� ...��$. .._..�..... �—.--.----..s_....... ... �.__...... - _�� _ � .......... . _.. . _._.. � 284-204 Rev. 10/87 �, � r c � _ .;.' J ! - 1�. 5i�e furnacc c�mpartn�ent as reqi..�ired by 5ec . 7fs�+ L.IP'IC. ' 14 . Attic installed HL��1C eq��ipm�nt m►..�st be irist�lled as r�quir�Eci by ��•c�. . ��sa ur�c. irt. 5he�w mc?thc•d �nd ama��rit G�'F cambustic�n aii` fati- fuel fir'ed Grppli�r�r_:c�=_:.., Ch. 6 UI�1C. - 1�. Type I E:itcheri hc�ads m�..�st camply wi�h CFiapt�r 2f_f UMG. F'rc�vidc? ri��t:�i. ).__ �hc�wing m�thc�d af cc�mpl iar►ce. 17. F'rc�vide c�lculatians and si:e raaf dr'ai.n�q� sYstems a� r�•r.:��iir�ecl i•W�}.� pF'�P - D UPG. F'r�vide r��c,f dra.ins and aver-Fl.c�w di�ai.r7s c�r �c���7F��7'� c��-> i-�cq�..�ir�d by ��e. 3�C�i7G UbC. lcl. Prc�vi.dc� vei�ting fc�r ba�hs �s req�_ii.red by l.J��� fc�r type c�f c,c•c�u�;L�r<<_..�, 15'. �hc,Ha rt���ht�d a�d am��unt t�f m�Fc�-up air ft�r i7��tur�1 v�i�til�tt;i.e�ri. �s�1. F'i-c�vide �.�pper terminal t��- ��1F�rc�ved twc�-w�.y �l��n���_�ts in th� fr,7. ) c��,�i r�r.i lc�cat ic�ns. i _....__...._.....___...._---_...._.�_.______....._---.---- �]. . uer�t a�-e� m��Gt bc eq�,.�al ta dr�.in lin� crC�ss scc�iarial �r��� . f•lrrl�:�::�: r�c:: i.. P i F:�� d i�imetEr . S�c. 5�:i� UF'C- Z2. Fi-ovic�� �:;plc�sian ventir�q sy�ten� �.s r�quir��d by� . 5ec . S'li�f Llk?i::; �nr��::l C;f��pi':E�r 11 lIh1L. c�. F'rc�vicir� IAF'MC) listiti-iqs a.i�rd ma7��_�f�ct�_ires r����es. �c�r thE� fo11a�,.�i.r�c-i :, c:4. V�7-tical w�t ver►�i�'�q m�_«t be as req��ired by s�cti.an E,1:3 UF'[";. 2- � -..._...�.�-�t�l.�U.�.---.—��cr�.__.._C—x��,._w__��z.�Ft�.__.___.p-�=.�_��"�._.��1���__:__.. ... .._..... . ._ 'P1�.v��1�.._.__...._..4t3s.�.._�....._.�.,f�._.._._S.�Z_��.._._._.��_---._..n.r��!�J.l�.�Y�x.�... wA ST.� . � ._._....... �.. 7'---.._.... ' u�_N.._i...,__.�B.I.��-:�:__.__._._.r�.---�--......-� - ---_. _.. . ... _ . ...._......_ ._..._..__...._.�..._....___ __W.._.._..........._.�....._.... �.__M. :84-239 Rev. 10/87 � } - � � . � ! ' . .r.:b - � � .- F�L.Uh1�I FJG & MECHArJ I CAL CD�FECT I L1N L I ST ' DCF'AF:7MEIVT OF E+U I LD I NC� APJU SAFETY G�Jl�1PJTY l7F F:I VEF;�I DE F'] an ChecF: Na . 2r o 4 (����° D�te ����Yi�,�_______..._..�__._........... ...........__._.._...... . _ Owners Na.m�_____--..._�__.---_.___.._...._.........__................--- -- F'1�n R�v�ewed bY__._���►n�__...._._______.__. F'rc�ject Addr�s�.__._4 �_-1�p----`�����-��.�51�,� Cc�mmunity___.._._.._..__..._...___.�.�.... .---�--- ... tJ(l'1�: I p•JCl7F�F'�RATE I P•1D I CATED GC]RF�ECT I ONS QN F'LAtJS: ( 1�'�i5 UF'C �°,:].98� IJP•1(.:) Rcturn carrecti��n list 8: �c�rti-ectic,r� re�pa�-�se witf� pl��is. ] , F'rc���id� pli..�mbing i�ameti-ic/�chematic �r�c�wir�g ��w�r' + sc�xl , rva�:t:�. •..•F::,r�.►.�- . �.nd cle�nc��.��w. ,��',i�e all lin�s and �t��aw pipe ma'��rial .S�c � ::3i�;�:., IIF�''C::.. �� �h�c�w �Fwer c�i_�tlet ar ��ptic tar'��c sys��•m laca�ion G�n �lat pl.�.'r� �•:�:i. t;l.� rac�n� Tc�r ls�t�:f`-� f��t��re e::pansiG�n. App . 1--1 . 3. �t�c�w 1c�Ga.i�iari c�f w��ter mete�� c�r dc�mes�ic w�7. 1 a���d .._�]__1....sr,r..vicf�� �ai.�.-�i.r�i':i t:c� b�.�.ildincJ� c��7 pl�.�is, ala�"�g with pipe �i�e. ��•:c. 3(�3�, LIF'C.. �i . Sl�c��•� water pipin_y sy�tem, piP� �i���+ pipe ma�eri�l + �.��d �i�re ].c�,-�r:it:l��- �: tc� b�• it`t=t�.11�d C�n pli_►mbi»g floc�r p1a.r��. S�c . �1'fb UF'C%. �,� I"iin. =.tatic wat4'r' press�_ire ta be �ravided by tF�� wG�t;ei' di�t;�ric� �.i: t;l ��:.� ��..�atc�n�Pi� 's �i.d� c�-f tl-7e m�ter . I� a��ll ��..�Fyplied wsdte�� . rni.r�y. �- l:C�•I.:a.�:- w�..�s=.�._��"e at w� l l ., -�a�c. ,�i•?to UF'G_ e, I�f tc� b� ir�st�lled shic�w lc,ca�ian c�f ,�l. l g�� ir��:�t�i-s �'r•id all q�� ���i .r.,i.rr�i c,z; c��..�tl�t siciE c,f inetei- , with pipe sa�e �rid pi�e IE�r-��ths. �I�rcii:� T:i�'I,I �.�M �t E�.c.r} c��.A�let . �ec . 12s%iri lJF'C. i. I-f liq�_�ifi�d Fk.trc�le►_im G�is is in�t�ll�d sf�c�w lac�.ti.c�n af ta•�il-: a.� i.t,h•� sE:�tG�ck:s fram buildinqs ar�d prt�perty li.ries. Sec . �2s�►4. lJF'C;. �. Sl��c�ai l�yc��.�t c�-F h�dting 2r'id/ar air �C�nditic�»ir�� . 3s�t�it�� ) I.JP'IC q , Lc�rnply with st�.�rctural cc�rre�tic�n far minimu�n s�r�it�r'y -Faciliti.e�. A�p-C UF'C. 7 ��t. Shaw n�..+rr�bei- of em��lc�yees a» plans. . 11 . �+athroc�m5 f1c�a�-s sh�ll have a smc�c�tha hard nanab�Grb�r�it ���� �'���-' e�;tending ��.pwar'd c�ntc� the w�lls at l���s� 5 in�.h�s. Walls w�tF�'id�c;��t(-,'': clase� cc�mp�r�mpnts �r�d walls within Z �e�t af th� frant and urinal.s �hall be similarly finish�d tc� a hEi.ght af 4 fee� ��'ti� � �'����'��'t far atruct�.�ral elem�n�s, th� m�.terials �.�sed irti ��.�ch walls s��=�11 r.-��' c'�� � type which i� na'� adv���sly a'f'fe�ted by mc�i�t�_ire. Sertic��•,, �i.i:j,. it:� i UE�C. 1�. Health Departmei-�t appraval req��ired. 284-239 Rev. 10/87 1 � ' � .. . , - ..��� . � . i � . . .� , , ' . .. . , . . , � . • . .... ._.', . ` . 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I I ��- . r . . . . � ����� �1" i � � � . � �7� i . �� I �� � � � III r'i � . � t�� . � � '�. � � I I � � � � '�� I. �.� ,i� � ,'�' � , �;; I �:� � � , Ir. h� �_ � i }� ':� I I � � , �', 'I' :I; ;; �� ;�� �� �' !� , �i � I � �, ,I '� i � +� � , 1 '�,. i . ,��. � � , ,I. � . . '.i:`' fI • i '�: � �. '� 1 t, i ��" ''�'� I � u:'I i r`I' .,�I' . � . � � . � . . � � �1 . . . � , . . . r� . .� °It . . . '�il� . .� I . .. . ��� .. �� � i . { ! ��'f�l , �I� � � � � �. . � . I' . , . � . " '�.�i� ��� I . � . � . . � , � � i � ' � � . ��. . . I . . I . � � � � � . � . . '�.I� ��. � � � . . . ;o I � .i. I� V �'�'��` � � i' � � ii i I'- F' y., pp�{ f.. f� i , _ li' � I. " i. �� i I I�.I�I i ^7 i'' r . �, I I � i •'i'. . I� ;�� I ���I^ � i' DEPARTMENT GF BUILDING AND SAFETY CQUhJTY OF RIVERSIDE OWNER-BUILDER VERIFICA7ION 417.9�� Winchester Road, Temecula, CA. 92390 Address An "owner-builder" building permit has 6een applied for in your name and bearing your signature. ' f rmation in the envelo e rovided at your earliest con- Pleas� comple�e and return this in o P p o r buildin ermit. No venience to avoid unnecessary delay in processing and issuing y u g p building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or r�) y�s _ 2. I (hav�/���.�} ha��,_ signed an application for building permit fo.r the proposed work. 3. I have cnntracted with the following nerson (firm) to provide the proposed construc- tion. Name Phone Address City Contractors License No. 4. I plan to provide portions of the work, but I have hired the following person �o coordinate, supervise, and provide the major work: Name Phone Address City Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work I DECL�RE UNpER PENAL7Y OF PERJ�RY THAT THE FOREGOING IS 7RUE AND CORRECT. PROPERTY OWfJER: � - � - �S� Signe Date 284-2002 Rev: 1/83 DEPARTMENT GF BUILDING ANQ SAFETY CQUPlTY OF RIVERSIDE OWNER-BUIL�ER VERIFICATION 417.��� Winchester Road, Temecula, CA. 9239p Address An ''owner-builder" building permit has been applied f�r in your nam� and bearing your signature. Please complete and return this information in the env�lope provided at your earliest con- venience to avaid unnecessary delay in processing and issuing your building permit. No building permit will be issue� until this verification is receiv2d. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or r�) ye s 2. I (have/���x� hav� , _ signed an application for building. permit fo.r �he propos�d work. 3. I have contracted with the following oerson (firm) to provide the proposed construc- tion. Name Phone Address City Contractors License No. 4. I plan to provide portions of the work, but I have hir�d the following person to coordinate, supervise, and provide the major work: Name Phone Address City � Contractars License No. 5. I will provid� some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work I DECL�RE UNDER PENALTY OF PER��RY 7HAT THE FOREGOING IS TRUE AND CORRECT. r� PROPERTY OWfJER: � ~ �� Signe pate 284-2002 Rev: 1/83 RON VARELA � COMPANY 1Q9 N. Maple, Suite K, Corona, California 91720 (714) 371-4241 License#420�28 November l , 1988 TO WHOM IT MAY CONCERI�T : Please accept th�s letter as our authorization for Markham & Associates to ac� as as agents for us , (Ron Varel.a and Cris�y Varela) , in order for �hem to obtain building permits as necessary �or our property known as LOT 24 of PARCEZ 19582-1 , COUNTX 0�' RIVERSTDE . Maxkham' s address is 27715 Jefferson, �uite 201 , Temecula , Ca1if . Sincerely , � Crist arela CV/n 1�1 v L1411�L C�lJ1V 1 Y �=w , FIRE DEPARTMEI�IT �pF CAL/FO e.a-.. L�C ���1 'D�Y�Y J-�-. , IN COOPERATION WITH THE '� couNrr��� ` ' CALIFORNIA DEPARTMENT OF FORESTRY � 7• 'RrvERsiii��':,.;�;� ANb FIRE PROTECTION �A � r"' �� �B�l� 7'pT OQ�'h FIRE CHIEF *fNt o� F Planning&Engineering Office Planning & Engineering Office 46-209 Oasis Street, 3uite 405 4080 Lemon Street, 5uite 11L Indio, CA 92201 f2iverside, G4 92501 (619) 342-8886 (714) 787-660b DATE: G` ��� TQ: PLANNING DEPARTMENT SURVEYOR'S OFFICE BUILDING & SAFETY The Riverside County Fire bepartment hereby releases C/ l�" � lacaCed at: ( C/ (..�������` �- CH�CK ONE: FINAL RECORDATION �' � FUR'THER bEVELpPMENT FINAL FOR OCCUPANCY CHECK ONE: � FEES PAID FE�S NOT REQUIRED F'EES NOT PAID If you shoul.d have any questions regarding this matter, please do nat hesitate to contact th� Planning and Engineering sta�f. RAYMpND H. REGIS Chief Fire Department Planner BY G axna .._..,�.,.. _,_____ -.. :_ _. , _ _ .... _. .. _...._.._.__ .__. __... . - PEA I APPL CATI N : _ - '--"" -� �' j. County of Riversitle�ep t �(B ' '_ antl Safety 4080 Lemon�1:2nd Fmvr"' ` 13G N.Alessandro Rd,Rm.203 1570 S.Slale Slrr,el 170 N.W�Ikerson Ave. c��}, og pnsis.SL�,310 160 N.�ioaaway 77443 Ynez fitl.�102 4 5 5 8 7 3 Aiversi�L-.,.�A 92501 �anning,CA 92220 San Jacinto,Ca 92303 Perris,Ca 92�i� Ir��CA 92201 = Alylhe,CA 92225 TemecWa,GA 92390-2261 Ph:787.-G149 Ph;049-7312 Ph;G64-7B55 Ph:657�3898 Ph:342-8271 Fh�922-2670 Ph:676-7730 I This permit 6ecomes voitl if work nof r,ommenced within 180 days from date of issuancc,OR,if work has been suspended or a�andonetl for a period of 180 days. � CERTIFIf,ATE OF EXEMP710N FROM WORKERS'COMPENSATION INSl1RANCE:7his section need nat 6e completetl if the � LICENSE�CONTRACToRS DECLARATION:I here6y atfirm that I am IicenSed under provisions of Ghapter 9(commencing `� permit is lor one hunAred(�100)or Iess.I cer[ify that in the performance of the work for which this permit�is issued, with Section 7000)of oivision 9 of the Business and Pmfessions Coda,and my license is in lull lurce and eftect I shall notcmploy any person in any manner so as tn become su6ject to the Workers'Compensation Laws of Galifornia. ❑ �ate Applicant OWNER-BUILDER�ECLARqTION:I hereby affirm that I am exem t from the Contractor's License Law for the followin NOTICE TO AnpLICAN7:If,atter makinc�this Certifcace of Exemplion,yau should become subject to the Workers•' p 9 Compensatinn provisions of the Labor Code.you must torthwith comply with such provisions or[his permif shall 6e reason(Sec.7031.5,6usiness and Professions Cotle:Any city or county which requires a permiP[0 ennstmct,alter, dcemed revoketl. improve,demolish,or repair any strucNre,prior to ifs issuance,also requires the applican[for such permit to fde a signed statament that he is lieensed pursuant to the provisions of the Contraetor's License Law(Ghapfer 9(commencin� pIVI510N OF INDl15TRIAL SAFETY PERMIT CERTIFICATION: with Section 70�0)ot�ivision 3 of the 8usiness and Professions Code)or that he is exempt therefrom and the basis for the allegetl exemption.Any violation ot Section 7031.5 by any applir,ant tor a permit su6jects the applicant to � I heret�y Cr,rlify that no excavation ive(5)or more feet in depth into which a person is required Co desCend, a civil penalry of not mnre than tive hundred dollars($500).): will be made in connection wrth work authorized 6y this permit,and that no 6uiltling strucmre,sCaffoldinc�,lalsework, or dcmolition or tlismantling ihereof,will 6e more than thirty-six(36)feet high.(Chap.32,Grp 2,Art 2,Section 341, ❑ I,as owner of the property, or my employees with wages as their sole compensa[ion,will do the work,and Ttle A,C.A.C.). the structure is not intended or offeretl for sale(Sec.7044,8usiness and Professiuns Code:The Contractor's License � q5 owner-builder,I will not employ anyone tu do work which would require a permit from the�ivision of Indusfrial Law does not apply to an owner of property who builds or improves thereon,and who does such work himsslf or Satety,as noted a6ove,unless such person has a permit to do such work(rom the tliwsiori. through his own employees,provided that such improvements are no[intended or offered for salc.If,however,the 6uiltling or improvement is sold wilhin one year of completion,the owner•6uilder will have thc 6urden of proving that he tlid p �ivision of Industrinl Safety Permit No. not build or improva for the purpose of sale.) . 0 I,as owner of the property,am exclusively contracting with licensed contractors to con5�'mct the project(Sec. CONSTRUCTION LENOING AGENGY:I here6y affirm thac[here is a construction Iendinp agency for the performance ol � 70A4,Business and Professions Cotle:The Contractor's License Law tloes nu[apply to an owner of property who the work for which this permit is issued(Sec.3097,Civ.C.). huiltls or improves ihereon,and who contracts for such projects with a contractor(s)liconsad pursuant to the Contractor's Lender's Name License Law.) Lendcr's Address CI I am exempt under Sec. ,6.&P.C.(Attach Gertilicate). �ate Owner CEA7IFICA7E OF COMPLIANCE AN�AUTHORIZATION OF ENTRY;I certify that I have reatl thls applicntion and state � that the information given is correct I agree to cpmply with all state laws and county ordinances rclating to building WORKERS'GOMPENSATION�ECLARATION:I hereb affirm that I have a certilieate uf eonseni to self-insure,or, construction,antl authorize a representarive of tha Gounty of Riversitle,Department of 8uildinc�and Safety to enter upon y the praperty fa which I have applied�or this pwmit far ihe purpase uf making inspecfions. certificate of Workers'Compensation Insurance,or a certified copy thereof(Sec.3840,LaB.C.). , ❑ Certified copy is hereby furnishetl. �` � � � '� � ".' ' ❑ Certified copy is filed with the Counry Building Inspection�epartment or Coun[y Uepartment. � � Signature ol Applirant oYAgent "'� �3tP� Pri t Ap�licant(Agent Name_ ... _ _ . APPLICANT NAME(�,F,MI) LOG�' PS �ATE AOPRE55 . ., ,.. ,....�,.�..._.,. ,,,.,._, ,,*,' ,.•;, , - . . _ . .. ,.,� ."�.,. , � . ., ...�.:.. ., , . . � , . � :, - 455873 r . - , , . CITV/COMMl1N17V/STATE/ZIP . , .. . �'._,. , ,.. -+ �'9 . �. .�� . � t I.. �... . , _ JOB SITE A��RESS�SPACE . . . . ....,.: � .. � , . �, ..�� . . f ',. ' CITV/COMMUNITY/STATE/ZIF^ 60K FNG PRC C TWN RNG SE 5 TRACT LOT MO❑ SB ' � � TqACTNAME � OWNER NAME(L.F,Mq PHON�# � , .... •� , ,.t. �;j�� , .� . � ,.. . CONTRACTOR-FIqM NAME LICNC.r � . A��RESS CITV/COMMUNITV/STATE/ZIP �� �'. . PHpNE# 6L�G.INSPF_CTOR FINAL�ATE ' �. . . i. . � ARC/ENG FIRM NAME LICNC�` . A��RE$5 CITV/COM MU N ITY/STATE/21P PHONE F PLANS EXAMINER ApPROV�oA7E � 0 115E OF PERM17 � ,"iN i ` .."i � , � .. i 'i.:. �.., e� zoN Fsa sss sse p58 OFC , TOTAL � +', i . �•;. ,� FEE • TONE OF�� LO7 SZ ENO SIOF GA CK NC COUNTEq B.I. , COUNTER L.LI'I'. 15 Ground Plumb 16 Waler Piping 17 Rough Plumb ' 18 Venis 19 Sewage Oisposal 20 Sewer 21 Wafer Healer -' � � 22 Wafer Sai'lener 23 Wafer Service 2A Gas Tesi SEWAGE SYSTEM 51ZE $ LOCATION 25 Final ?ank Pif L.Lina REAR OF PROPERTY LINE ELECTRICAL APPROVAL5 26 Power Pole 27 Condui} 28 Service Enironce 29 Wiring 29A Graunding Wire p/� P/` 29B Bonding 30 Fixtures 31 Scrvice 32 Flnol STREET NAME _`------_ � r� -- _ �� x y -. ~~ f' �� -. ,y�'-�.M USE RED PEN/PENCIL t�����h•�Nic;;��:*r���;;��rr����t�;ti��C�X�C�;;F�����c���;tix�c����x�e*�>ti����r��r�>r����r�.;���ti�����r��r��������������r�r�:-;:.:;:�;;x�� - M E C H A N I C A L . . F E E S Prpcessing � , VENTILATION Systems '� Fans � Evap Coolers VENT �Appliance AIR HANDLING (CPM) Q lOK or less. Q over lOK FURI�ACE (BTU) Farced A�r 100K or lEss over 100K F1oor Space Heater � HODD Includin duct EPAIR u ts COMPRESSORS(H/P) to 3 �3.J.-15 � 7-5.1-30 � 30.1-50 � 50.1+ BOIT�ERS (H/P) to .3 � 3.1-15 � 15.1-30 Q 30.1-50 Q 50.1+ � MISCELLAN�OU� �ESC @ ��� TOTAL F�ES ����e�������:����r���������*����r�e**��*�**����r������r��*��*�����������**���****��***����*������<��:s�>:;:.:��:3.;:-;: --. E L E C 'T 'E� I C A L F E E S Processing � ' UNT.'TS Quantity . SERVICE 1 � 2 � 3 A�►Fs � Volts SWTMMrNG POOL Private/Commercial �Service Change R/C Tk:P4P SERVIC� � Construction � Use Permit Q Pa1e AD�ITIONAL FE� � Square Faot T @.0125 Per Square Foot � ��^ gqu�x� ��pot �� @.0175 Per Square FPO't Square Foot @.0025 Per Square Foot Square Foot @.0�125 Per Square Foot TZISCELLAN''OUS liESC � @ � TOTAL FEES • kick�k�e:cxk:ch:c�e�c:e�c�:c:e:t:���e�c:c`'ic�c�ct:r�e:e�c:c:c:c��:r�::c�F'*:e�c�F:c:c�c�c'.c�c;t�c�'c�c:e:e�'e�'c�c�e�c:e��c�'cick*�'c�cics't9c�c:r�cic�c;c9c�cic��:cx.c�r::-Je�r�:`.�c:ck::�c�'c�'; P L U M B I N G F E � 5 Processing � � FIXTUR�S � Bath Tub Q Bar Sink Q Bider � Drnkng Fntn [�Flr Drn � Grbg Dsps� Ktchn Snk Lvtry Lndry Tr � Shower Washer Wtr Clst tr Sftnr � Urinal SEWER � Building Waste Intercep Private � Cesspool PIPING Q Water Gas, outlets �Drainage WATER HEATER Q � RAINWATER SXSTEM Q VACUUM BREAKER/BACKFLOW � LAWN SPRINKT.ER I� r1ISC�LLANE0i7S DESC @ ! TOTAL FEES *tix�**�*�������e����������*����*���*�e����������'����X;�r�k�*�����:����������������������*��*����ti*��������� . OWNER � GI� T' LOG �� Z� J�B ADDRESS v ��� �— PLAN CHECK 1� PLANS EXAMINER ��d.i� u L _ MICROEILM: Lrg 5m1 Description FCC CODE � No. of Secondary Structures 2,_,_,�, Group No. of Flaors � Bedroams� Tvpe .�__ . 5quare Ft. �,� Z �,� __ :*�*�-.��*�r��**�����������*�����*��������������*��������������*���*****��*������*�����*�`*�r��ti'�X��'�����X;� � RESIDENTIAL: CO1tRECTIONS APPROVALS IName bate Name Date NONRESID�NTIAL: COKRECTIONS APPROVALS Name � Date Name Date Structural ' -�-0��� Plumb/Mech �� Electr3.ca1 Fire Marshal Grading Land Use SUPPLEMENTAL PLAN CHEGK FEE: STRUCT PLUMB/MECH ELEC �*�������***���*�e*���*;t��t***��*�r�����r�*����*����*��**�*��*��t��*��*����*��r��t���;��������**>r;�:::��:ti���x: Fc�P�iARKS: �*�*�***�e*�*�*����*������t*���*����*�e���*��**���*��*���*��� �*��*�����t��e�**��*�*��*�����e �e >. .> >� , . FOR TERMINAL OPERATOR USE ONLY: DATE � �� OPERATOR -�e�c�c�:��'c�c��c4c�e:e�'c�t:cic:c�t�th�c*�:cic�.''e'Jc�k�*9e�F�F;c�e:c*�'r�e�e:e:e�c:c���Fir�c:c�e�;c:t4c:c9c;c�c�c>'cic''.e.�c°.e:c�c�c: :c;��c::�'c.'c�r4c:c�c-lc�c��*�c�.e�x:c*stxi:�-s:ti: 28�+-58 Rev.l-86 C' � � �/ �� '� ��� � � � SECONbARY STRUCTUR�S Description � Group Code --_. �, Type Cade - Square Feet � �r'. XXXXXXXXXXXxXXXXXXXXX3�XXXXXXXXX�iXX--- SECONDARY STR��:TURES Descrip�xon Group Cade Type Code -- - V,^ � Square Feet XxXXXXXXXxXXxXXXX��g � �� �X SECONDARY STRUCTiTRES Descra.ption Graup Cc�c�� Type Code Square Feet XXXXXXXXXXXXXXXXxXXXXXxXXXxxxxXxxxXxXxxXXXxX XXXXgXXXgXXXXxxXXXXXX SECONDAIZY STRUCTURES Description Group Code Type Code Square Fee� xXXXxxXXXxXXXXXXXX SECONDARY STRUCTURES Description Gr�up Cade Type Code Square Feet w �xxxxxXxXxxxXxXXXXXXXXxXxXX xxxxxxXxxxxXxxxxXXxXxxxXXXxXxXXXXXXX� SEC�NDARY STRUG"I'URES Descriptxan Group Code. Type Code Square Feet