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HomeMy WebLinkAbout845 Y, i CDM ~ N •C 0 O) c 00 0 - 0t LO ld • O i. Co O � ' C 1oto � o Er. Is.- Cdi i N Y P. 0 h � N c > X v O o ■m V p 'O C � Cr� ) L ca N '> ' ..,.,... F. ""� ��•�.•,� �,,.._.r.a+. �,. .r.. .�"�. '... .�.... ..��, �...� � �,�,�w•.�� �,_},.- ��-.+ "'�- ��. r..^r..r...,^ �•.�►�..^' r-T r..►. ..,.._-..ter. ��,•..",,,� «r.- ..+'r"` f �.,,,,,�.w.nw 1,.. ..�.,.......�. .+..... �^ Y ' ��/ l'+ �• / `f�� w` �..«-... —.�� _ r^ �,. r.... .�..�.. .,..,- .�"r y'. C OIle- 1.01 p( IN fill- till, r10, n. »r r, r. m { CL C 00 00 loor le loll 10*1 llool I/ 4 tit , p. • c C � N l'7 � • r r AM T! it li..L- ��KeLln A-, Oct 4(a 604M - AO W I L4- Lex OlA �AMO r oto. -�}-� r i it n ury ti �,M 4 w; Y� f P I 1 sheet no. i No. 845 i . T 77 -----------------__. _._ ....__ _ ., . _ ..<. _ 7 Via, GRADING NOTES 9. In the area of the Restroom Building and ten feet outside the buil; -- /lil -7 /"OG/T,Q/t/ W/- 'Z ,�5�107- OF 50lJTi`7E,�,CJ limits, overexcav$te to a depth of three feet below bottom of - -- - - ----.- ---- - - 1. Clear and Remove all debris from site. Strip site of vegetation, foundations and (after approval} , place controlled backfill to 90$ /��'���� 'QE�l/�'Q�/�/fE/UT�J• , roots and surface trash. . . relative density and as shown on building plans. f .d WA./-KS- ALTA LOM I Fd, P�" T/yE,�2E MUST ,8E n/o :4r�/r�/G Y�//Tyi/\//SFEET �i'� 7h/E G�G��TE�Linl� - ___-__A_ �H Q.0/7 m " I V E 2. Root grading shall be backfilled with controlled fill during the l0. The upper six inches of subgrade for interior streets and parking �/� Th'Lr /V/.W.G7. / ^/,: L- . site grading operation. I - 1e �� ^/� I -___ areas shall be compacted to 90$ relative density. -_-'.. __o, � . /4 T ^/fJ PCJ//�T J�1//Tim,'/r1� NIE 2GJ L/ A/�/`'� J"d/GH I r�, b 3. No fill shall be placed until preparation of the original ground T �"� T T-�- VVA y 1W,4 j' " O /C:/i�/qL r✓ 11. See Street Improvement Plan for Beryl Street for grades within 7'-/-/E EX15T/NCS G•eOG/N/J �i �j�,�t/c,Q.c- yNjO�� T ,,' /\ �'/V - s� ,�ou /_ i ,�f is approved. public right of way. f�-�T ��,/✓ s a. Before placing any fill, scarify the existing surface six inches, _ , - � , I , W/ 12. No rocks greater than 8 in diameter may be placed in fill. , ,� I (o Q nater to near optimum moisture and recompact as set forth herein. TSE G'O/�jY2/�%e/r�� /�USj /�UJ"�/� - /�-7/2C/POC/TA/�S /1/I,P. 11--Il�E �2n� ��/�D �� �C �e �y 13. A sufficient number of com action tests shall be taken durin '4M'4M� /� /� �z� - ZfSZ EX '�'� �1�/,P,C'�4G� 1 !' ^G�y f�, 1, P q y / > TELE /�v/�E z - 1c=n�,s/on/ q3z, / f ! /y \>' 5. Pill shall be placed in controlled, compacted layers to at least construction of fills to show the work acceptable. AT LE4S 77/(/v 1'�/0.�'fj ,� J 130 of the maximum laboratory density for the soil t P T DAB'S /�'e/c72 TD '4Ny w0�� �,� ,4.C_ ,4�C �� h//T/v/n/ 1'�•iE M T 4/� 4Z S,L- ��/ ; ype used. 14. Grading for the tennis courts is to be done under this contract. / Hr �� �y11 . I a 6. Excavation is estimated to be /4,//Q cubic yards. 1 7. Compacted fill: B,7/O cubic yards. -'--- Q ' 0ZL�ii� IJ . -sr°�n/ / �z I a - I N 8. Grading shall be done in accordance with Section 7014 of the U.B.C. , �1 1 �/✓ I� , "Engineering Grading W 1i /O�/ k-� I *fo \ *1li- ., / >.� ov�2,�,�E,4a /mow L/�vE 71, 1. D � �, � 1 � / - �/ �� ��� �'Ia° k11� o, o . •. t s � o �. % kk f� � � G --- =-x x X - -- _ q2� -- - -- �' 9 '� 1 k. z a c. 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Eos/ End. yov // -_ 62--- _- _ _- - - ----I-- ------ ---- ..L /5 Q 70 ��2 ;9 -s _ C' Eli P Z _. _ ----- - -------+--- � , /S C �. / ' I 73 -- --- - ------ �Z � I� T / J- --- -- -- - --- _._. ------- -- 61 -- C C. • -_ ._. _y - - _ _- . - ----------- - t STT7 f Y i / /- -- -_ . - ---------- - -------_ _ . l� .%tPH G e�vrss,v�M,4" R.C.B. .63¢Q Ga4Tt -- 11 I --. .- - 1 7 _.-_t-_ o . -,y-'--- _. ---------- - ---- ---- ---- JOSEPH E . BONACIMAN & ASSOCIATES , I !\, C . . 1 IO_ U/-'T`/ SE1QZV.C'E /9WlE� 111 a- 0 - 70 -..__.-��C�� � - L A N N T N G A R C H I T E C T U R E E N G I N E E R I N G % ' ---_ _�'-%�- c ----.- -•-"---- - - N J"` C•�1L� - 58 -_._-._.---. -LL-----__..-- -- __- _ .---------- -.. _.._-__ -_ __-. __ �O� KENO L l O 1 r E SAN N 8 ANA 1 / /J - o ' • _--__- _ _- ._ p . - ' A it E p0 NO. CALIFORNIA 82407 ( 7141 6 © 2 - � 2 81 Y' /o - -- + T/ll� j 2,1 . I /� _ s�o/2. .4 O' ' -Z3-2� -- _ ._._ .. _ _ _. . - •moi' ../"s �,• - --- --- -- - -__-x°-- F.L f,/oe /,=QOI 'TYLE pa� C ,-�,,- S,,;ET 68 i1 L O/ 'IA r - 1/C�•/ . 2 , _.__ _ , //��) /fir.'/y/ - ' � •r`F --n � I ' \ ��/ /`./rte / �0 / L// I/ r+Li � tC;, �--•) CIY +wsmem„seeeasc.ezmz�s.. ---' .L./)�'✓C..^�' O F . . � � � 2 �0 - - --.._. - . ------- --'_. _....__.- - .. .. _ .. 11 - r \ •_-� -- . _._. 1. .- � / ... -1 11..- ..-1x.rvxAnl'M n.IIIA 11.1-TIN" 10, .;'J, M - - — _. __,- - - GRADING NOTES 9. In the area of the Restroom Building and ten feet outside the building _:1�Lc7�67lr. 7GIrZV WZ72!`2 Z7Y,,5 F107-O/c J�OL/ThE,�4CJ ' limits, overexcavate to a depth of three feet below bottom of - - -- �^�- - -- --- - 1. Clear and Remove all debris from site. Strip site of vegetation, foundations and (after a royal) /�� �� '��Q�.//'GcL�,/�Ei(JT`..1" / roots and surface trash. PP place controlled backfill to 90$ �� �-' ALTA LOM ' DRIVE Fd /W on relative density and as shown on building plans. /. Tf-1E•2E 11//4/57 _= �o -C-,0-•DC)//�/G A//71--11,^1/SFE-'i ©/a- 7/`�'E C',6�T2:--R. /�� - H Qirn • � A�4 '' 2. Root cap►hies shall be backfilled with controlled fill during the 10. The upper six inches of subgrade for interior streets and parking ,/� TH,C Mwr /`�//SEL/�E . r _-� _� /�'� /� site grading operation. areas shall be compacted to 90$ relative density. • 2. .4 7- /1/p �'C7i�%r' y✓/Tom//nl /v7ET/zO�oL/T,4/./O" !z/G"-/r cam- WA n�A�� M __ 1��G 3. No fill shall be placed until preparation of the original ground 11. See Street Improvement Plan for Beryl Street for grades within TtiE- E/r/5T/� _ G�©G/N/J /_,.rte L: Y7W,e , 7 45yllO�E Ty�/� - ,6 / I I 6F� is approved. public right of way. fE��'; t, - � _ _ .�-,r - 9% / 1. 7 -- h �/ T L/ 4. Before placing any fill, scarify the existing surface six inches, 12. No rocks greater than 8" in diameter may be placed in fill. �5, 7�'E. CO/./j��, • ,_-J3i2 /(/!G/SJ- /`OT/may /S�lET2C7�OL/T7l/�S />1� /U1/kE I f I �c . 2 Aa ,I ECA/tea /fie,- ,=i . �r7PK''44) f, � - water to near optimum moisture and recaapact as set forth herein. XA1WA1WC)lG7� -E�c�,�jp�_X- �Z/O.)��Z� -4Z�Z �Cjr�c/N/,5/o// ,c;3Z, � 1 13. A sufficient number of compaction tests shall be taken during A LGC,4�c• - ,,vL� W�,e',�/� �,Q S ,Q/d2 �O ,4j� W�i2k " " 0 ' , 5. Fill shall be placed in controlled, compacted layers to at least construction of fills to show the work acceptable. T T y /� T y _ 3 A��'• /`'/�✓�M�-^/r d✓-- 4 • ASC P /T.y/i\/ / �� 50� of the maximum laboratory density for the soil type used. 14. Grading for *he tennis courts i_ to be done under this contract. I� v 6. Excavation is estimated to be 14,110 cubic yards. ��C7/�/�� Q - O � ,l - , C � 1 7 11, . Compacted fill: �,7/O cubic yards. a , V y�.ir,, 1 I ,,4 N S. 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