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1990 - Atascadero Lake Park
...vim.. ...,.. ... .;.: . _: _ ,: ;�, ,. • . , , 4_ THIS MAP CORRECTLY REPRESENTS A SURVEY PERFORMED BASIS OF ELEVATIONS FOR RTiS SURVEY IS A BRASS �� BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH CAP IN A WELL MONUMENT AT THE INTERSECTION F�� THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE OF PORTOLA ROAD AND MORRO ROAD EL=905.09 �. r �, BOUNDARY LINES SHOWN HEREON ARE BASED ON CALCULATIONS ELEVATION PROVIDED BY CITY' PUBLIC WORKS DEPT. TAKEN FROM EXISTING MONUMENTS FOUND IN THE FIELD t ' NO LIABILITY IS ACCEPTED FOR THEIR CORRECTNESS. A \ �Q � ' �,�,•',.`b°� \, BOUNDARY SURVEY MUST BE PERFORMED AND A RECORD OF SURVEY MAP FILED WITH THE COUNTY IN ORDER TO , ��'• \� `� �` ,\ DETERMINE ACTUAL BOUNDARY LINES. jz �-o I ,r° DEQ �GQ ti0• 9 y 0 ty KENNETH D. WILSON LS 5571 EXP. 9---30-93 GRAPHIC SCALE OF 50 ®R 50 0o / J o_ .,.,, ,.. ... 9 5 ....,, �o TOP0G'RA PHI C SUR W Y Ama CF) 41'1 .�.+..r'- '�„ ...� may,, ------ OF . 1 .. 1 r -- -= — Q`- I � A TA 'Cz#/ADER0 LM000"m PA�'l�' -= ' --��" � �{-`Z s00m / ��� ° ` / CITY OF ATASCADERO, COUNTY OF SAN LUIS 091SPO Aw [� CALIFORNIA C. pb _ --, ,,�yC, ' a ! ,,,y�pr SCALE 1 =40 SHEET 1 OF 1 JUNE 1990 1` ;, AS REQUESTED BY: CITY OF ATASCADERO .0 2. OL 1A\ CJ �� �. �, ► �- �1 - ,, LAND SURVFYS ' .�o WLSON fi7 15 MORRO ROADL. , gym: �`��' �. / / --- • I j \ o' g�' \ ATASCADERO, CALIFORNIA 93422 1 66-2445 ��,t(!}_�� Q {soy) Aam PC 7)Fj FE Z E0A ENO Q� ° s '� / '� /' -- ' ...' \• ____ ,/ ' RW = REDWOOD Ab EDWOOD y on o, / / / ; \ v' •\ � �A AC = ACACIA B \ t , 6 / Q �� P q l MB = MULLBERRY ° \ q�- 1 �, ,� �0 00 WHERE NO DESCRIPTION IS NOTED 40000' \ \ �� ,,�@ O ` IT IS UNKNOWN o° �2. ® G �Q TRASH CANS I Z o �\ �p Cp o / d � • .� . e 4 \ O00 O� � 1 t � Q � �O •' G °' � G � � ti _ 0. CJ CN bc 413 .�" 0 � `� � I 1 � I(30> ��► : - �• P 1 0 / 9 . a 1 I z .4C ; Cv m v ZI / a , x , W •. 1 l I _ ° 1- 4 W AF-0� _ Of r LLJ o , ZZ �-' �q r +. ♦ S �1 1 I AARP N BLDG y . / ori S ,. ` po• 5- , 1 / , 1J .� / 2 2 0 x. A Trxv WM moo,------�- t , �-- o . � �'�L _ � � _ F L Ito S I � � � AM ro ��r .1 t`l-• g S 59 58 ®0 l __. _ _._ _ ' __ __ _.__ 1-1 ., . . _. - arms wit l pk`Z the contractor' agre5 t t n c3Co h gsner y � 4j 2, s. n tact r sha'11 be rs aired p'1 , accepted construction practices th co � � � �t � • ro a to assume ,' sole and = omple�te resp nsib lit or the condition cf , Og • cti ai :this project, � q� Z: �� tt�e job site during the bourse of r nstr . .. inc, the saEet bf., .. all .wars s :.w. pro ert►y, =And .tha k this z I re xre�sent shad, b Made oust end note r qu o naraa 1or1C :h+orurs.< agz mi ed t g. a' y `� w • % t „ IE r.` ees x.+ y}rppqq 9 tei a end, dedateMW i f and hold �a�r� ass y e �.�� : g� 1 Zand thea design ,Orofessional frr ..; dal < bil$tt�, real �or "the ,t e�al ed sd in conn ct rn . with Qo p \� ��• - xce tin ; l i ab'i i t ar . yr - 3. gene e:of °the q� ,,,project., .,,,._ �- g e P. at ades�.gn rbfessio�i ry p p C/ry of Ar/fsc.�tv��o 5•©$ , n _R 1_,� Z. 1��Ql'� -A: A I ho-n� wi 14 lf'z,T� ia io 41 N 4 4 ,�j�J j,, s�� Kv ZWK, -7 VA ti -4- tl�"T 4a,-,?4- r z 4 TVs; ��,v w- N-1%R, !,, Z T'i zi -,ti, 7 7-�-4 7N A, _41 Yt .4 4 ug AM? 4�' --w- -w, ,,�UT �;!V f., cf paT w z- e7 1�Sk 14 7,179F. 1�_ 'I - -tl,- ; . , cl :T? IMP Ile, 'tip R Mgt A R 111-4'o 111v M11 !TV. 4k Lt V11 �v T_ M OAR 0 RR A IU� -U". W M42- 0, nw, % rnr ITT-_11� __I . p My -010a, 4 4-4.- 77 QL 7�1 LLJ -7� -A cr fo N, Z 4 Q) 4i AK _j k.-W Z jj (21 ......... ...... :7 r1sZ S� e J. < J W, J C% V, 'J" 'Y* Iv A". NK L 4SIt 4 -4, A "'A c, v p A kj Q . W.- ./T ov "217 A 'A V\ La Y, �Y > y-4 A�A 't J� V, i it I I ei. !k34 iv' 4 .go 0 4 4 _4 C, y 1 4�',j A 4�1 a CA <�Iy 161- IVII % It PF ,4,, 10 -A c -tw -J7 A I�jp, -,SAW __7 X V ---i-T e� _10 C, V 4 Tit _I- r'A Ak Ak S W? S,;V _Rz o _"A '6 X, V '4 P t (4 Id, P:�Jr t�:_, P 4� "1 7 T > _-j A Z 'y U. X dk f 7K" j�;; tit -vi t" Rv t 1 1 ha� :> .......... 7,_ N y 't:- z-A------- -�e4_ t ,A c, 7 I(A it _k o to it y "..x lZ it I j U \It A tt A 0 —7> MEN11i N%sl "'s , , 41 Z-o 4 4t 'N I'rN4-- 17 V_ X �vl k" Q _47 :11.a 4 z. V T's 3 7.4 % j;fm It"C_ N h V 'g, �j 4 �,_S,4-* _4 :d- 7�,.tll;I�'Y;�%�j6,�`_k-� -tv-m 'T T V4 -W 7,pi -an 3, V,F K�i A %':4o A A; 7,t A: F4 i ox % �0::,_,, 't C71. -J- A n x W � I .0 q. + �,g -3 4L T LP—t,4 _Ipf 41 tr tF, M-0 W.-I _41`1�; 4� T114 ---AN vi -7i ----------�_j 7:� Ar _n x7 �Q 'vj-, — - It, -7 W �M. _7 J, 4, -1 K., t IF MORE SEE 7 X 4K �gz elf n MR 61 u ViS ............ % 7, tt ,SHE', Q C NT i�Rl "'A lit, pe- -7� 7,- 77 3,46 ME .>% .41 _J1 r-11.0=F", 4'i ;3_-,�lot, I- 'V I I I I t A' I r % v :7 I 1� It- r �,,t J ... , r:.. .% t ..._ ..,... r ,r ,„v \ .... .. - , x � ^ 11 11 I 11111111111111111111 W 11 u r r t '' , I _11 `_, 0 1111 . M I — MIMMIMMMOMM- 111111111 - __ I I GRADING____ . 1111 ---- 11 _________________ 1111,11111111 m�ill�����,��111111llill __ INOTES 4*0 C cv cc MI I I I M 0"M W A. General Nates: CL Wt ,Lwxn—� ,$ . raved grading pans ... n- � �„��� '.,.� � I. Any modlf ications or changes in app CCi I InAQV �7� the Building Official. 0 ,C 000/)V 0 r— I I - ( mI Tl: must be approved by am 4) C it it I ,.. .. 2, A copy of the grading permit must be in the possession F 6 �A � � � ;POLA ��•� #� of a responsible person and available at the site0 0 . ' J Y �„ I�..�.. P' �� inspection a > �- • "''�`� 3, All concrete is to be done under continuous insp ,�.- by the Field Engineer. _ _ C C raved before Notice of ■■.• . 4. Final grading ., must be app C c . completion is filed. 0 tv cv °� - B. Fill Notes for Site Grading: 0 4i I #-_. shall be compacted to not less than 90 o of maximum *.• F ill � density as determined by A.S,T.M. Sail Compaction Test •_. Y Z D1557-78 7015(a). .to to . 4) C ensu shall be determined by nuclear method, ASTM '�. '� . .. 2. Field d Y . D 29922--$1 and 3017-78. Other methods may be used if n sneer and approved in advance by No Pf' - recommended by , Soy is E g = . I ! i,,12 �))/0e � '`'' Building Official. , Aw f ��,V� 0 0i7 ra erties, including sail •� 0.0 . �'� 3, Y Sufficient tests of soil properties, ' W C-5- �fi� T”A t: . clow 1 rad in shall be made during g. g .®61W ._ J - types and • shear strengcom fiance with design criteria. v e,v' � - „ i •' operations to verify T? lit , At , 1 : 0 0► p such testing shall be furnished to thecc 0 _ The results of operations, +� x Buildin Official upon completion of a grading p 1. I "_ i, g ted b field conditions upon request of CL °F � � or when necessity � test to be One field density ins • °' ( the Building Off'cial. ""� ` 'RQ X ti iA ,c . i \� X �' � �� made as follaw�_�,__ ,.�: �t'�- �"fi� ��. ., I 11 . 1 �� 11 +- ✓ � ical lift. C In t �x . Y.�� ,, ; a, One test for each two foot vert - I ,\ `�. ,, r I b One test for . Now each 200 cubic yards of material ;'_ Jill ---. ,, � placed. 111 . -- e-:. t the location of the final fill slope in . `� _-_._ --_ s -- _.._ v3 �-- , . C. One test a � `;,.-. ��� -� ~'-�'` 'µ + each four foot vertical lift ar portion thereof. ' `' _ -�- � `~`" `�''` ld ' 1 'v� e test in the vicinity of each building pad for f � % ' ' onion thereof. _�� ->~ ", �, " '�' fi� C. d. aeh four foot vertical lift or p I �', - �, -�,.# W_?-" a . m "..' I is of such testing ' shall be included in ,� x)41- . * ,�---- e. The resin . IN /� . - , .. t:, i '�` chapter 70. `* '` i �. ""•" '� ✓ ` x + ` t the reports required by , Q -1 `1 � ./ � � �- �? ,.-?'� t��l�1�#.. i in of vegetation 11 , \ 4 +� ~` - ! P ' � ` "� • + �-�° 4. No fill shall be placed until s r ' and ,..-- sail removal of unsuitable soils, �' ` - .,.' I , • . and top l r bdrains(if any), have been inspected I .1 11 �,. installation of `"' Q�► ---X and approved by the Soils Engineer. "" � � �:k '>> 1 � � _... rester than 6" in diameter I , _1 . ,� 5, No rock or similar material g �1 .� - fill unless recommendations for N 1....r- .- �� i -- �tr �'"�� will be placed in the the Soils Engineer , �: t .. r such placement have, been submitted by.• ,1110 -1. __.- } 1 i" y , a, 4 ,j 4--" the Building Official. (3�� of f in e h g MMSMIUM ..., , �,► roved In advance by . . q { I , A T t.: �- .- ; � I and appp within +� feet 's rade.} ._.w _t i t { , l�- _ r.----- w(, r. d am etGr .} et 1-11 fLv�aok. 1 „��e, % - ,J� �. S ; ' a ..� I 1. ,5 1 i \ i `' _t V � 0 , -� _�gv ��► P- 1� t ` L + of f icient ins e �- coons " 1 ,, The Soils Engineer shall provide s p _._ \ \ k 4', ' � _ ",, , �f �.) during the .preparation of the natural ground a Pied 1 '� t::k,v and compaction of the fill to be sa placement a p erf ormed in accordance with the � ,7 1 . �- � I - , t ' that the work is being p , r _.. , t I y ,, i , 1 livable code requirements and the .,,.Sells plan and app .� ,a i; `' j Report. 1 t ° �k . I I �': ; ,,,,. \ 1 r � 1 A I _ % ; ! « 1 , 1 c. Inspection Nates: Regular Grading Requirements: 11,I'll, 11_ � � � a , k � f, ---L` ' . rmittee or his agent shall notify the Building ' ,I �... I `,, , 1 a j — 1. The, pe in d in ad nce of required ` t, 1 I ° �� ; a - , Official at least one+ working ay .\ v a _ ', �t \ i i1 /I inspections at follawng stages of work. 1. i . i . ry _� t - r \ r # 'tial. When the site has been clearer of \ � %, a. fill and it has be I I -- a roved been ! and un Ini t �� vegetation Pp y�s 1 ,'� -'_ ,- „ 'f` benched or otherwise prepared far fill. 1 r1 - 1--- ,, � 5 `\ - #�. scam ��ed, have been placed prior to this + , « I No a 11 . _ a:, ,. 1i j 'k inspection. 'af ^ . + �' ' '� ~'" When a raximate final elevations have been I ..• S # #� - b. °` `} "" } ' g� 1 r; established and the statements required by Section `� ! • m ., . t # 7 d. �. � I ` ,, d d th ' as a : � � 020 h ve been receive � „ - -� �� ' � , } dig has been complete n e E_ � C. Final. When grading �- . , { , ,,` , tt p }It , :r .. i graded plans, required statements and re arts have ' , 1 ---�' been submitted. ° _ 1 _ =- '""'` fl:PAV """ , t t� °1 �� f �.." � „,,,,, • i t:_� ,tt I f t,I ,I _ --._. A 3 , , ,� i>Kl 1� ` %I `;} ------- D. Engineered Grading Requirements: I , - ,, % , f \ d of the Building r CV C`"! 'Ct" . t 5 r - } -i --- n to the inspection require C �'- _.-1. IY ..fi , 1. In addztio11 ' _.,�_" Official for Regular Grading, repar'ts and statements ` ! �- bmitted to the Building Official in 1111 M . �V, , t,7 ,1. ,,,►, i I I � - : ! '� _w_. o �,` ` ,1^} shall be u lection 7x20 and 7021, r i � � ' 1 { { ° 4 t Lit j } _ 4 cI { I✓ �'� ��' rs �`. , ' �^. i ', � 1 ... 0- accardanCE3 Wlth 11 rl- �- , ' t I .� . . .. - ..L----- All raded areas shall be sprayed w th latex acrylic ....o.-.. f f , 0 � E; olution mixed with water for temporary ?Z psiQll control. . 11 � i .1 11_ „ - r �. , U pro d large hydro--seeder sprayer. » ;► G' , s r se ap ve �r �Jvzw/ - . I OOA / I t #: 6 tT tom' f ` ---r -- ( 1 r r� •+ , 1 . , ` ' ' ! cc ...... �% ;1..`.� A` � .., lit . - „U ' , '' �--.° � i j ei ; t oe 'R . I / ✓� tJ` # i /. . am - j4 -��' 1� . t% . I I / j I kt��71�4(.,E:l Fu� "I I . I I f, /_11 I \ I AL�&I,,r,,P Od F \ 11 .1 II i t 11 ,, . I . I _q i -1 \ t �/ . Q� 14 i t;:�7 CD I ti A � r=te 1 cc I 11.,'F: I- 11 11 0 , , ,, I I 11 ( , I , \ -1 1* -1 I I .. 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Y.1..`_`r;.•...+�•....' __.•-�--q-*'-- _�f- -� r'���,j_"..,�.��;,`•��i �f f`� (y v 1 - F { ( _ _ — N Ncc Tit vo 10 �v , t, , m . f �+.7 �� , ,ee� �.�1.�, v i�. + ��i Ow FAT F, r .�.A .. � � .�►+ ` -----.... -_• �� '_----•-�---- _ �< _. th �� :�, cz 07 CL L WA cc t 1 t � _ _ rte• , �yrw , • /f 9 + ®' •.�' � ,�'` 1/ � � •. �- � �r L Ma x � r �ti - y A p v cc r4 ern 0 F {-� , - V IR S YS cc r--)<6 Vemodat : �- EF EF S FE f sheet no. • j > P f A'%C _ twwA - • r. , ry .i:z .,:_ . . ,,• .>.. - .. ,�: �� `�. _. >� !'*.✓ � �� 1 wit ' e 4 i I.. , v W rs , , x *• , w. , , ^xA , r` r � tea..-. .c-- .' ., ,. x m sKs x, ..z,- •� ,,,.. .. S .,`.b ----....,._.uw : , .w ..x. ., ,,. .,,. .:� ..m ,. .. ._ ^,�x"-•'t�.., ..,.,_:.�. .. ., ::,.. > a? ... �,. w. ....,.:. ..- ,x c=am . ....,.,�--.,.:" �'"�,.:,.�+,w.+•+_--,-,......._ w , a '. n *f' Y ,>yny. ..... ... .. V°w ". .. ....a, ._ *'X, „ -,'.S..,. X .....,... ".�. .-.... .. saa•:.-rnedm.•.an+.,mn• w ,' :.. JF `.. 5 .. ,-. ... %. _. ,... , WAS r'x x.r %'c.,�, � - ...�"i'. ,,.. -.. �' ..-•..-_.+�.,a.w,�+, , : .Xd:: .. -,p.:. ,Kf � : '�. :, �^, ..$r �,". ,...,. _„ s+„ < , w.:.: , FS' ♦. ",`C' ». ..1r`'('. ..a»..t-••k..,y...• FF ,.. .. ,. a C* k. 1 •. .. , .. 1r.:. 1.a.R'+:&-.F"�Y.,. .. .. Y y,.. .� r:"�•.7.., tx' '�. ,Y1N ,.1„ .t,...,.. •5. , .. :k9er.*.0.... ^�^._.."""^ - , r .. .�'. `2 a , ,h.f' .. ,'. ... :.,, ..,' e X Er + Z. ...0 ._amr:,.-,�•.,«.ulB,w.,nn"lMNor.-' -,.o� I . . . . ;. I I I I I il, �11 I � - __111 I—- I I I 11 .111-1 - ., - ,-� . _�'.1, 1. _-.1. � .- .1 11 . I . I I : I � I . . 11' I I -1. - ;� �; I . , � �', , I ,�� I - I I 11 . 1111 I '111 11111111 1111111111111 " - _ 111111 1111111111 , . I' 11 111� IIENMHNHNIM�� 11111 O . C to C to I . GENERAL NOTE ." - ._ �'- ' `"' -R-�.O r `. C I 04 .� I. GENERAL # & CL , . Rr 9, pes may pass through structural concrete in sleeves, but shall _.. V- . - . I . �.. t b mb dde r Pi . X. - p. 1, 1 workmanship shall conform to the 1888 e e e d the elan. Pipes or ducts exceeding ane-third the , ,, ` Al construction and Uniform Bung Code. '� _ slab or wall thickness shall not be placed in the structural C .2 . � ± s s ecifical detail ' _ • co crete unles p ly ed. • �,Q I00 n �' of . 2• These notes shall be used in conjunction with the plans and any ; �.. discrepancies shall be brought to the attention of the 10. Provide 3/4" chamfers at all exposed corners. 0 0 LM -� Architect/Engineer. to architectural drawings for reveals, areas of textured > 0 � 'V . o � -� 3. Contractor must check all dimensions, framing conditions, and site 11. Re er ,� concrete or special finishes, items required to be cast into the C 0 ...•. Q 'q 0 #SDC - conditions before starting work. Architect/Engineer shall be � concrete, curbs and slab depressions. "'�'� notified immediately of any discrepancies or possible c d= � VLA51 deficiencies. � ; 12. All concrete shall be vibrated so as to provide a smooth dense to °° N K=, rte. 4�7, -TL's 0C I�J4,.Uvl1ve 3 : I x 71. FL�VI� S 2q If ZX . ' ons not s ecifically shown shall be constructed similar to surface finish. _ ' i . I . R 1 Conditi is for the res ective materials. �' •, i2 '� I- I ,l the detai P ± 13 . Water Stops. Shall be continuous, of width shown on the drawings •� . - , and shall be manufactured from polyvinylchloride resins combined 4 FrR0Q � W'� L" 5. The drawings and specifications represent the finished 6&L - 1. = I with a plasticizer or synthetic rubber and shall be one of the �■■0 �. - structure, All bracing, temporary supports, shoring., etc. �s the _ following products: Gates .Rubber Camapny, Vernon, California; �' - r,"",� sole responsibility of the Contractor. Observation visits to the • Nervastral by Rubber and Plastics Compound Company, Kirkhill � � site b the Architect/Engineer do not include inspection of ' a• Firestone Rubber Co. Los An eles, �.•» �ob Y Rubber co. Brea, Calif orni g instruction rocedures. �' c p The Contractor is solely responsible 0 a 6c��(-Z-011mi") f s+ _ ± «, or E-Q Seal, Edco Technical Products, Incorporated, Long Beach, LO /� �.„ ' _ ,;, for all construction methods and for safety conditions at the California. 4P . work site. These visits shall not be construed as continuous and C 'V . detailed inspections. _ ; ; . REINFORCING ET PVV$ .._ . 6. Design, materials, equipment, and products other than those 1, Reinfarcin steel shall conform to ASTM A615, Grade 40 for sizes ;� U A ' g '�' L described below ar indicated Dan the drawings may be considered - cc XF - Q I r: W ,,,�` L #3 and #4 and Grade 60 for sizes #5 and larger. T11fF14k-1_9PQFPFS4C1 for use, provided prior approval is obtained from the Owner, , I � P, , -, , I ___1 SF-E PET, -+/5C--+ ;;09Architect/Engineer, and the applicable governing code authority. m 2. Welded fabric (mesh) shall conform to the latest revised ASTM a. :_ E;T j +�t-1 C+t �T. ��S A18 5. Smooth wire fabric shall conf orm to ASTM A8 5, yield �,,, to m . I : 11 . Al L� - . I .. I., All conditions Hated as existing are based on the best h • ¢' _- 7• tl available at the time of preparation of strengt 60 ksi N 0 LSA�,,•G' fir information Curren y40 ld f f t shall orm o WS these drawings. The Contractor is to verify all conditions 3• We ing o rein orcing s eel conf t A D12-1 usin4) C V) g �-�}� Tail � � before starting work. Should conditions arise which are - . drawin s the . proper low hydrogen electrodes• All bars to be welded shall �,. .,.. .- different from those shown an the g conform to ASTM A706. :: I s1 -- Architect/Engineer shall be notified immediately and additional ^ - co 0 0 6%(.,. WALE drawings based on more accurate information will be prepared. 4, All bars in masonry shall be lapped a minimum of 40 bar diameters I "I .. I 11 �/L , ,* , _ 11 _ � , _ (2' -0" min. ) at all splices unless noted otherwise• .., a /1/I b (, AO =, 0 p 71 �j . . _ '��� " �, �, i� a•�• TESTS AND INSPECTIONS 5♦ All bars in concrete shall be lapped a minimum of 36 bar H E ,� rll/ . 'a - - I . � diameters (2 ' -0" min. ) at all splices unless noted otherwise. 11 11 *�5 V, (& 1 ' 0Z . :Y 2 1. Continuous inspection by a registered deputy inspector is . � high strength bolting, � .. ,A•'1' required for all field welding, . �J0T 1Z P• � 1,0006 rebar in walls and foots g shall be 1L I ., i . past-tensioning concrete with a strength of a Ss' or Splicesedof horizontal n - 1 in _ '� • ;3 g masonry where noted an the plans and det it . s 4 ' -0" minimum. . � '_ t staggered : : � The - s� h 11 f t S neater, and a can orm a ection 306 of the M extent of such inspection s a ,�. C> J �' 0 Uniform Building Code. An affidavit shall be issued to the 7♦ Dowels for walls and columns shall be the same size and spacing - - ,� �, � � Architect/Engineer and the Building Department at the completion as the wall/column reinforcing unless noted otherwise. - 1 `' //�'� A c> a �'ep i of each type of work stating whether the work was in Conformance �,�� • with the approved plans and specifications• Tests shall include 8• All bending of reinforcing steel shall conform to the latest -A 6 -- _ a a 1 Hat be limited to compression tests, slump tests and edition of the Uniform Building Code• I . , 1. FIL - __*_ --- - E { but sh 1 -- __ . _-. - - - Ill ¢L � �1 MIL certificates for the rebar. TREMIE METHOD - = _ - � ;� 1. . ., -rt I cess a mount of w er n the de ater7ng Should any pier holes have an ex iv a at a d w . , I I I FOUNDATIONS not capable of achieving or maintaining the specified maximum r y L . ++{{ hn y//� 4 yy� , L ^ � � .: ::- � f #, - � - water udepths t should be placed by the tremie•method ,i n proce K . 1 C� • t f 11 1 nd di t . e . . ^ . #�dTCD. ,�- All existing i sol a s urbed natural soils are to be g t, accordance with placement techniques detailed below. Determination of _ t. 1. " � I,,�"i"�►�' - �� 2t-SA I ���,,�, �r_��,t. Tc excavated and replaced with properly compacted fill. All maximum v�ater depth allowable should be made by the structural engineer or WALL. �± '' e cco lis e k VE FT . ," '/ ' filling, backfilling, recompactian, etc. is to b a mp h d soils engineer. t u r i"1`f i-162 H - - 4 - only under the supervision of a Soils Engineer. �},, �', „ �= "`�, : tk iS ;.�T�i N• I I. All tremie pouring should be performed by pumping the concrete to the tremi e , , ° I I . ,f' w = - �.� 1.- S �- : I o �J 2• All excavations are to be Inspected and approved by Soils pipe, us i,g concrete pumping equipment capable of pumping at 1 east 50 cubs c , I - .. . ..I..,,..•_ �. Engineer prior to the placement of any concrete or reinforcing yards per hour against a head of concrete of 20 feet, under job conditions. i i I " 1. ; , sF,i5 15�e=-Tr t1 SC 6' f �L-©�. steel• Tremi a pouring using a hopper and "milking" the tremie pipe i n the hole i s ''; x f, `"�' specifically forbidden. , n G. ��� 1 . 3• Footings are to be carried a minimum of 18 into firm undisturbed � � 11 I � na ura scil or ro III . A special concrete mix should be used for tremie pours, unless otherwise t 1 ck. ;: er. i sive strength of the .I I - I . � I - -_ I �i directed by the soils engine Requ rements for compre 1 _!54. Design bearing pressure is 1,500 psf with a 33 increase for d by th neer. It is recommended concrete should be determine a structural engi '5G.5 seismic 4r wind loading for soil; 3,000 psf for rock. that mixes for concrete beingtpiaced inbdry excavations a es7gne or a ,-. _L. , _ � el , a 6 to 8-inch '� _ _. _. . F o r „ � _, ._ _ n slump. c ncr a pl aced a ow a wa er i v '1 . _ to 6-i ch o e 1 th t e . used in backfilling behind slump i s recommendea. These requirements may be superseded by those of the p . ' . 5• Specif led aggregate will shall be d d i 1. 1. . 1 a a e sh e ur g ckf Z 1 structural e g neer. ro 2 _.__ �T, walls. walls shat be dequ t ly or n ba 1 n i �►.G. f�A, ��- rattan. IV d be rigid steel pipe with tight couplings. The tremie i t I,11 FUT �5 ope HOL,S S �'- ► _ ', The tremie pipe shout ......- 11 , 6: All excavations, gradi:ng, compaction, etc. shall be accomplished pipe should be straight to within 0.5 of an inch in lO feet. Crooked or bent .. -r' and• performed in accordance with the Sails Report as prepared by tremie pipe i s specifically forbidden. The tremie pipe shout d be at 1 east 4 I - r C.O k I Pacific �eoscience, Inc. , Jab No. PG-6812-Hol, Doc. No. inches in diameter, but not more than half of the inside diameter of the � ,.,� �,� - �, V "rF�. �� - - ,, ��,�Y �, p 9007-003.SES & 243.LTR 9008-021.LTR. This Soils Report is hereby reinforcing cage. Only rigid steel pipe should be used i n the hole; use of 'gyp made a part of these General Notes and all recommendations hose i n the hole specifically forbidden. . "1' KPIJF GQ W L.a 1-L- �Lrr �k� -fo P car �'lz�1r \ . contained therein shall be considered as minimums. _ r..=- E 1L_. -v 4115.'5 ` ___ ___-__.____ ..____-______-_.�_ _-_ _ . U. The tremie pipe should be lowered through the center of the cage, with C - N d' . ___ ,..i _,_ ,, -- - -�-• �"�' 7, The plans have been reviewed by caution, to within 1 foot of the bottom of the excavation. �,.. . 4& -_ = �� �� � 4 �, �� O ., the Soil Engineer prior to start of construction. ; B i 1 f VI . The hose and tremie pipe should be "slicked" with Portland cement slurry. .. - -; i LThose drawings have been reviewed by Unless approved by the sol 1 s engineer, no clay, bentonite, or other maters ai � o c 47 , S 0 g 60LJC-• WAL4,.. W 4 5 H0P IZ-. �� ; at Pacific "�� i s permitted. Q WAT f m , - y Geoscience, Inc. on • . '� Y N® I� -?, 41�5 45 F': • n •�' C•�� 'I1-•I~ ICD L .G. : -, ? CONCRETE �� ®��..� C �Tf�l�.- VII . Pumping of concrete should commence immediately after setting of the C. L �pQ�-� n reinforcing cage and tremie pipe i n the hole. The tremie pipe should not be o c !Y1 1. Unless noted otherwise, all concrete shall attain a minimum raised anti 1 the concrete surface i n the hole i s at 1 east 10 feet -- - Com ressive strep th of 4 000 si at 28 da s. V ""'� - p g p Y above the bottom of the tremie pipe, unless otherwise approved by the sod s engineer. The bottom of the tremie pipe should then be kept at least 5 feet -•• u p+,,,� ��I�,,, �1LA ow Rom- � ,-_--__ �T _ 1 ; Aggregates shall be natural sand and rock conforming to ASTMcc 0 ___-. ____. .._�__-_______.____--. 2. % below the top of the concrete until the pour is completed, including remova an 11, . -V E - '� - 33. Coarse aggregate shall be 3/4" (1"max. ) . of muck, laitance, and unsuitable concrete. t� i C e - ac C 2 G __�i14-L-'g, s \. , � « boll ___ -__ -_ ± --` ASTM C-150 E? VIII• Pumping Of concrete should be continued anti l all muck, 1 ai tance, and 6 L t -' 3. Cement shall be Portland Cement conforming to unsuitable concrete has been 1 i fted to the top of the cap sson and removed, � L 49 O �� low alkali. i able concrete. Al 1 muck l ai tance and �91R �I 7'G X , C> IG� � � ��, ' 5 i r : � � and the entire pour consists of su tshe :3 0 � 1�, $; ��� i ,) ; unsuitable concrete shout d be removed. "o- t± f--E:x16 r IQ G-� w ; � f�- 4• Water shall be potable, clean and free from injurious amounts ofImm ' �/ p�� ��} cc 4=0 4y" _14-_ ��2,Q,p �, ; a 11. oil, acids, alkalis, salts, organic materials, or other I X, Concrete poured at 6-inch or greater slump should not be vibrated, unless . 1 �. 't, �� substances that may be deleterious to concrete ar reinforcement• ! directed by the soils engineer. When vibration is required, the concrete 1 I ' i� � �-I _ ��" shout d not be vibrated unci 1 the pour 7 s comps eted as specified. After . . 1�� , 0ky,.., WA,W,,,,^ #�� 0 �I � f 5♦ Admixtures to be used in c;ancrete shall be subject to prior --- -�-- � All concrete shall contain a water completion of the pour the concrete should be vibrated to a depth ofi at 1 east , o d I ��� I I approval by the Engineer. 10 feet below the top of the pour unto 1 ful 1 dense f i cats on of the concrete . 3 C v " A a c> 0 �� \`� reducing mixture. has been achieved. • Additional concrete should be added as required during lan�. __ - '-__- �/'�I�'1� it �----'--------�- �` vibration. The v�brator should not be allowed to contact any rel nfarci ng400 ��,,--�� �•pp - . __ �� 6. N�aximum permissible water-cement ratio far concrete is ♦45. members. xi s hall 4 nches. All concrete shall contain at 1 _11 th .' ` :` w• ,P �ej I amp X. The contractor is responsible for any loss of piers due to 's ugging of e � . - /`_ ._....,.,...,M � 0 I �' ° '�.,,� Ul � - _4 .,1 �- least 6 sacks ofscement/yardl t i kd t I " . D . b % .._. ,�� ee,AFFIOX• f _„ hose or tremie pipe, equipmen rea own, a c. f slugging occurs, th,e � Y �.; ,�• � ,5 O 4 tremie pipe may be pulled. It should then be reset 2 feet below the top ofcc i i 7. ng; a m ed, and 1 owered to at 1 east 5 feet below the �- s all be cured while n Dist condition us ng ,� Cur C cre e the concrete, purged as direct vc► OL i on t I I . 1 7"'111-11 1� �� ` �- GOVT ,;,"G.t,. �'� p �-- _ wet burlap sacks for 14 days minimum. Place wet burlap on to of the pour after purging and prior to further pumping of concrete. A11 -- �. Ica 4 + .,� s be removed after three days and p . �-*� .1.0WT, �� �(�' �i - ; ,�, , ± �n our an remove nom horizontal areas. Forms may degraded concrete should be 1 i fted with the cont' u'ng p d d f #ztu cc :„ J J '� 'V I�WL- i�' to for an additional 14 *00 UG C vertical areas kept moist with burla Plastic s ng with th opo pi 1. • ^ NL t. - Oaf taped joints shall be used over all concre .�- L L-1 -1.- .. ' � ' days minimum. X I. The contractor i s responsible for obtaining a sats sfactory pier, and the „ ' _ ___ com u _,_.- _ _ -, s eel e •sh ar distances between reinforcin t leonoured = The f ollowin minimum c le g constructs ono 1 dnmthe eventothatea�tremt� p p �`� 11 5 60 g ' � a �# �" . , (c;- 8• • i ndustryd standards ofregood . Fl a :. , . w . - ,� c: � ` � a� oncrete shalt be maintained unless noted otherwise: edate - 1. ce c neer sou e a �s th '� �, ,� `^ a pier ry. dura l h an d f h ld b r/ . ,-- -� ,,a , -= -- C3 . . ,, . ,A'` strdef cienceng Irl t of is not satisfacto the i st ..�•,_._._.__._____�_ rem a won necessa o reme y the y e y t .y Slabs on grade. . . . . . . . . . . e . . . • . . . . . . . . . . . • • • • .Center of slab 1 k , . _ , :. Y^ -I' S b' _. - a �, , de, form rt i . nspect by t soils engineer or his representatives are 1 imi ted to A r, d t _ �, Concrete below grade unformed (poured against earth) , . . . •3 -- ions e 1 , �t rm� 70 0 . I . 11 �, (i "..-. t -� sheet m ,. 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