HomeMy WebLinkAbout1821 DIAMOND KNOLL LN �� REVISIONS BY
GRADING GENEI2AL NOTES I�-coNCRETE 2500 psi. min. at 28 days. Continuous inspection not
required. fc=2000 psi. NOTES•
���-Reinforcing, Grade 40 deformed bars, conforming to ASTM A-615. �
1. All grading shall comply with the provisions of chapter 70 of Min. concrete cover shall be 3 in. if placed directly against PROVIDE HOUSE STREET NUMBER - VISIBLE
the uniform suilding code (1991) . earth and 2 in. if formed.
AND LEGIBLE FROM STREET.
�� Splice bars only where shown, expept where indicated as
2. All hillside grading with slopes in excess of 10� shali comply continuous, splicea may be in convenient lengths. Splices 36
with the Hillside Management Ordinance No. 7 (1992) .
3. No grading shall commence until a grading permit has been diameters but not less than 24 in. THIS BUILDING C MPLIES WITH THE REQUIREME
Construction joints as shown on the drawings or approved by the OF TITLE 24, P T 2, C R 53.
issued by the City of Diamond sar. enqineer. � •
4. All fill slopes shall be compacted to not less than 90 percent � _ ZMCONCRETE BLOCK 8 X 8 x 16 units comply with ASTM C-90.
of the maximum densit � Medium wei ht. Unit com ressive strength 2500 psi. Color, grey.
y• r, � g p BUIL ING SIGNER
RePorcin Steel ASTM A-615 Grade 40.
� t� / g ' LICE SE �� 3724
5. Sufficient tests of soil properties, including soil types and V„ .� ; t�m=1500 pai. Table 24-C.
shear strengths shall be made during grading operations to '��� (Continuous inspection nOt required.)
verify compliance with design criteria. The results of such �' / PLAN INDEX
uponlrequestlof thePC ty a A ini um numbe rofdfaeldpdensity ��i,\ � MORTAR Typey M, 1 part cement, 2p1/4 to 3 partg sand, and 1/4 to
tests are to be made as follows: ��v
� ;�I � 1/2 parts h drated lime. min. com ressive stren th 2000 psi at 28 COVER - RENDERING
/: days. • SHEET 1 SITE PLAN
a. One test for each two-foot vertical lift. ,
b. one test for each 1000 cubic yards of .material placed. ; � GROUT 1 art cement, 3 parts damp loose sand and 2 parts pea � PRECISE GRADING
c. A sufficient number of finish slope tests to verify / qravel (1:3:2) . Add sufficient water to provide pouring 1B RETAINING WALL DETAILS
compaction of the slope surface. ' _ / consistency without segregation. Min. compressive strength 2000 2 FOUNDATION PLAN
6. No fill shall be placed until stripping of vegetation, removal !��, �t.ir8 �� ,�7� , psi at 28 days. 2A CGARAGE�- FLOOR PLAN,
of unsuitable soils, and installation of subdrains (if needed) v,�� � " ""' ,'%�. t; SOIL PRESSURE Fo ndations are designed for a soil pressure of FOUNDATION, ROOF9 & ELECTRICo
is accepted by the soils engineer or engineering geologist. � � � d `r,} t � 2 '�'��� �G `"�� � 2000 pst, a m . of 18 inches below natural or compacted finished 3 lst FLOOR PLAN
��� ` y y p 3A 2nd FLOOR PLAN
7. The undersi ed Civil Engi r hereby states that these plans ' � 7 grade. So is classed as Silt Cla er Table 29-B. See Soils
were pre ed by him under hi uperyi�-' and th�t the � �- J ` ,_
lans nform to �` - Repo�t r ad Enqineering. 3R ROOF PLAN
p pertine provision of Cha �er 70, , ,,,r� ,� � 3E lst FLOOR ELECTRICAL-PLUMBING-A/C
Exca tion and G ding, of t Uniform }B' ding C e (1991) , i �
� � A#�ULA� YjA•�KFI�C, Gon�PI►ctt� I�S 3E2 2nd FLOOR " °1 1°
a amenflecl. O� � �\ f 1 LL Spt L �Fvt wiXu;t,, .
/ 4 EXTERIOR ELEVATIOSN FRONT & RIGHT
G / J``� ` "$�T1'IN4 IS, MoT gi�MlTf�� � �
Registered Engineer R.C.E. Date -?�I:�T�'1\I (/1 `� ' l�,�.;, '_�.���., �l�;-i4.:. :.:.r.�r �7: �r�, _. ,-:x:.a k :a,,�I r�r , �,,,.: ..... :. ti r' , 4A " " (REAR & LEFT)
� (� 5 SECTIONS & DETAILS
s� 'S�J �• . SA o� �o
8. Approved protective measures and temporary drainage provisions ,�} �� . � �jLO� 0'
shall be rovided to rotect ad'oinin `--Z---` � \� � � �,_ � 6 FOUNDATION DETAILS
p p � g , properties from ' ��(/ G L � �fll ,
deposition of material or diverted flows both during and after �,�• ����..�7 ����s� \� �� �.. 6A GENERAL NOTES
all phases of construction. �`�/ �\� � ' �, ,�T�,,� Q � P��` p' g1�� �-�� � � 7 MISC a DETAILS & NOTES e
p p ��,�`�� a ���,$ �S. ��- -7-- -� __ ' ��q D ,, t� , Dirt, Turf & Planted Areas _ 1$(directed swale flow)
9. All offsite im rovements shall be com leted to the � { G �\� So p
satisfaction of the Cit En ineer. �
Y 9 � A(C i ` / �p� � _ \
� AC - I$ includin directed & sheet flow)
5� � Aa'�' a� •��� �f� �/ �1 • ��- ��� 'G PCC both not formed & decorc�tive) - 1� (including directed
10 Rough Grading certificate must be signed by Soils and Civil t�C.t�� ` � � � Q �J �
•�-�.
engineers and approved by the City Inspector prior to issuance � � L, �� , '3�G � `� 1�C{� swale & sheet flow) ;
� of Building permits. � ;I . • 15a fa � -_ '�� PCC(formed) - 1$(sheet ��flow)
, 1 ( 5 � � � p�� . �,�.a, �' . � � ` �---.,\ � �- - 0.5�(dixected swa1e flow) „ s7 �
11. All cu � shall be o rved by t engineering ologist-d� ng i � \\�{•� ' 1� �`' • �`' Q , h J
� grad' g so that y adverse nditions ca e recogniz and 4 � �' L � ,r� � f (7 �
co cted. � �� � -
Q � �� j I 1�'� �5o3T4�---- - � • � p Q` , � / �� 1, , �� Q��� %� , ,
12. Any modifications of, or changes in, approved grading plans ` � �. • ,��/ �� / � ' G 9F �
�� must be approved by the City. . ` ��Q�'� • � ' � , ''� ,` 1�' `� --
'� � �� ���.9 � - \\� . ,,� �, 1 , ' � , � _� ��,o.� ,,� ,� - -
13. All graded sites must have drainage swales, berms, and other `� � f ' `�C �� ��� � ` ` `� ' � _, ���,'� Z � � 6
+ � I
drainage devices approved at the rough grading stage. � � � s ; � !� I ' �'� , 1 \ � �' ��
. �� F P� . �'w< , � � �
` �
14. No rock or similar material greater than 12" in diameter will � �• � I w���j„ I I � � ' `, � ��
, -,-_' 1
.
� � be placed in the fill unless recommendations for such \ p _ .,..___.__.-•.-•-� ••. � , CA� , . �` , '. `, 'T QQ� '. ' N!� \ � P�Pc: f 2� M1^� ' HORTM Q
� placement have been submitted by the soils engineer and �y� v �^ � , ' , -.,-�, o
approved in advance by the City. �• (�Q>' ( �, GL�R� ��� �l$ 60
� �V ,�o � � ,, • !_,53 ,3TG -----p .� , � -� ��, � 9
� -- - ,.
15. Grad�,rjg ope g ions mus%/�e con�g ed und g ghe gsery ion of � � G� W�p I�� ��° ` , ' Zr4`� - ': ;`• \ � - - - f „�q ;; - � � `�.'�a ^ ���
� th��soils�neer a p d or th n inee n o ist� \\� C._ �' 1l4� � `� , � -� .
� '�� � f F� I l 5�. ,,.- _ . � �, � � I 5��I �r 4 a�
!,�� 16. Excavations for stability keys and removal of unsuitable soils � _,_ � �� � \�� <. �'� , � '� \���`� ." .4 / \ _ � � �'
� must be observed and accepted in writing by the soils engineer � � ' �` \ .• �"l���� � 4►y �.
�.
' Q� Q ' or engineering geologist prior to placing fill. � � , � � `�� . E �y
' "���,�.�
F., � ,'C ;� � ;' S1 �
Z 17. The soils engineer and engineering geologist must document and n`� �- ,� ;� /, ,�� ��_ � «-` � :�`� � ' 0�9 loRL1/EC �
��� ,, > \ � �
j ' accept rough grading by final report prior to approval by the 'V � �'�s � �, / P� ,' / , � TE
'� �'i Y , � City. The final report must include an as-graded geotechnical ��� � �� ` � ��l{ � /� � � �
uu i
�i � maP. _ IlSJ- . ti'j l�jp.�
I ' � '('p�c:u�=� Q' � 1
�� � 18. The soils engineer and engineering geologist must make a J ��� Z� �� � ' �� ',�i'� ��(� � VICINITY MAP
finding in accordance with Section 309 of the Los Angeles � �' �
Z I�,I Q �oenty Building Code for the graded site prior to approval by �' ,�r �j �a ' z , � T'"�-=� __ _ 4 � ` `, `` - � ��(����ICD Z �S"�'�'� �L�j�,-,r � � �, I NOT TD �ALE
h City. � �-; �C � �
'� Q�I� Q ��,� � << . 5 '��"'K+' �► `��'-�` ' _ t-� �1 �, FZ c-s� p��c �o� 3 sC�, F`T', .5 �' -----�32,s' �_
19. Foundation and/or wall excavations must be observed and U' � � �p ������ - � � 'la � � ��Zi4 �1 �� v --- -
i � � accepted in writing by the coilc-�*+gincor�..or wa��esr.:.�����I�L �,'�t;� !� �'({ZlJl�1 _ �G�� � , ' O� � � � �, �� I 2Z
u, .
� �� ' t prior to placing steel or concrete. �. p(t,ssl�,\ O� �, r� � O . Q� b � � '� ` \ 1 4 ,
� �� � �� ks�,�,.�� �;� � � � ��� �� �� ,����,- � , � � � ���8�q �� �,
' �,�
� ,� `,� � 20. A Registered Civil Engineer shall submit a Grading Certificate !� � � ,�� � t'�' --\ �\ � � . 7 �V
� I� � to the City Engineer no more than 10 working days upon �1 �' O � 11� . � � � , . ` � � -
c; � •i completion of final grading operations. Certificate of � � �� � - - . , .� � l ' • -..
w., i �' Occupancy shall be issued subject to the City Engineer's � � �1��• � ( � ` ' � i � � c�
-� 4� , ��, - Q �5 - �, , _ 5 .�
approval of said Engineer s Certificate. Q � � '��, � ` `` �• � � �
.., � �
�„� I � �; F � �; ` �.� � vQR,� - _ , " `��e , >< � � I 1�Q 3 � p, � . \,
u' , �I � 21. The Soils and Geology ,Report prepared by ����(� �1�1G - � RE ^L-Z�gq �� � �(a -- _. �,
�� � . 3
/1 P s ���� 'F� II�.i• A Iqs�7 2''►
• and dated �6 C� .q 2 shall become a part of this gYading �I.J \ �CH9d-� " � � ij , / '( �f��', 1 � �
'' �; plan and all recomrnendations contained therein shall be � �' �'�`�G� / . `' '�. �jp' � � . � , � f r
_; � strictly adhered to. . , . .. F 0 `�y��,�,� � �� `` ', t� . ''� � � ' '� O� � � + _
V { �
_ -.._ .�__ . / �.� ,.,;: � '� O / : � � ''� �, ` \ --f �� t � c
22. A copy of the grading permit and approved grading plans must Q q, " ��- ` ` ' �., \ \ �1f% �� +' �FG_,,,) •
be in the possession of a responsible person and available at � � �\5' �,,.�(� ', , , ` ' - ., \� ,�/ � \ ��'-�,t�+' / ' s�{t-�-
the site at all times. � � �r,�r � �\�� ��� �\� • � �� '�S ',1• . , _ % -.\� \5 ��lJ' \��� /` ' • � � 7V�),p��a ��, �/ M�TY►�.
� , � Q , ' .�', , 1 . � ;` � ` �
23. Final grading must be approved before occupancy of buildings 1 t \,r��'y��n � `• ��5.1 �.,1 �` ':, i , \�` , . / / 1 I�� ,\ . �IG�p� �o��� '� l���' 7 �.� '�
will be allowed. �c� Y� '" ��
`�� � , L , ; ._, ., _� . � 4 L.�, 8. �� _.�v.__..___-________.�____.._.__ '�'°� .,�_.- - �
24. These plans have been checked by the City of Diamond Bar only � �� r✓' S'(�R Ui•J"���\�' , ` ,, . 1� � ;� ' � ^
for conformance with City Standards, compliance with \. �lCE �Vlr-1 . � • � �l \ �, �, , " 2�,�h 1 • . /4 ���,Q ' � - �
develo ment conditions and for general conceptual approval of _. - 1 �"'7- I /` Z'Jr� � ,� �< <' G � � �
P O
the drainage and parkway improvements shown hereon. No � � � T �L�� � �'� �4�� ` \
. - � � • $ •S � J � � �°C �
detailed mathematical check was made for the accuracy of the / _ - �/j
s lines or rades shown � ,"\ . `- .L ;'. � � ti. ' � /I / __ � � - . �" � �O �
existing or proposed dimension , g � � �_- _ ` _ (� � ,I � ¢ Q �^
` 1 ` � I \ � q W LL
including all existing utilities shown or not shown. ` , , � � �q• � �i • ' / _ � � _
� ` �r i2t2 GM V v v c�
,. ��/ . �� � �1 � '� �' � ` �A � c N
25. Contractor shall notify the City Engineer's office at ���v�w / ' p .-` ,.
t four 24 hours in advance of intention �� pY�1GRt�� �� ` \\ 1` ��t.[ t� �'�' ' � -�F� �y I' ' +
09 396-5671 twen � �r �
c9 � y c � A c , - � PC . � �oo y � � �or moP ~r� � � +�q vC-�zT e ?Q�`°G '� ° o Z Z
to begin grading• a �' ns� �L'OIGt��ii � _ � T..� Il E �_4,�i � � tU
� �
� � � � �; .._.�� � � � PI P / �/Q �1 � � r7� , p'p(<_ . 0` � tJ'.+Qr'���Q� i� I r 1 � � cv a a �
Ott,Tc"R�c�c�,.�4 P�v�t � , �"_ � __ / 7 � �1� � Z c.� Co � ,�
_ .- - - � ���'Art�'�D �R,d.��a � / •� �' ^��� / �' / �?/ /'/ "
�
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y \ _ .:.. � �' �
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. . _.....,� � � .? �� � � �� �� ,"`�[�-' � �� '�`j T��a' , P��`_LaRA{+J {��_ E_ ��
_ _ .._ ,. ,_,. ._.__
....�_....
� � �
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�,�r � � .� �.1 1' � � c�f x
��, � �y.r^ i%���� � L3AL�.T�(� � ,% �/ ' �t'':° � � , � � • // �_ - - i' / (�-AN �S R.L�¢U��kk'D �� � N�;z � j c�F ���� Gmc� ° N u Z �
e I�' 1 btDPlr \, �, ' ';` � ' / � Ir' C'1:Y,���)(r'`\ 1 \\ ��,.� -�.t ..' 1 `1`� f � Z�►�+"J�` �� �� CZ{tp6�`,, ;� '` �jlf �� c.i �
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_ mn�cc� No�SF - �,_ ��_ N ,�' t �� � .=
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, �" ;g r� � �/���1� . - _ 17_�� � - 8�� A �l l�l W�1..4 � . �
� � � . � l Topographic data shown on this plan as - --_ _____
�N
� �� �) �:' � 'd �' ,�•�w� }��{ �q �� existin is based on "As-Built" Gradin '�
. �°° O/A. D41V�►i P�tP'� str: �2 � - , . • � ` � g g
\��w� �Zp 5Q f�NVE� M. M� ;�-- - _ --�- Plans for Tract No. 47722" prepared by "
:�, ,�.�•� � EXISTING FIRE HYDRANT
• � Hunsaker & Associates (Marwin A. Younis, � 6" x 4" x 2-1/2" - RATED 1250 p����4� �Y�(1�0�.S /
GON'�1N UOtn
* ' �2 J, 2�� x �-� � �c �'�`��`. CoL�m��1 �,, RCE 43217 dated March 10 1992) and � v ��
' � � ' ly 1\ �� ` _.�.'�-- ' ' ` ^AL. PERMIN. @ 20 P.S.I. � ' '� � OR. (o /�TRIUM DC�Ai�_.i
�� _w�, � � � accurately represents the present site ��� �
P- FOR DURATION OF 2 HOURS OVER �ZX�2, DRA��1 �DK
- C! ?4�1 OG. . �i� : - 1 ' v �i���- ' t ' ; topography. �1,� .� ! � MAXIMUM DAILY USE.
� -
: •.
��NG kAI,t;S 11t 1'0 S�_0" EaP � 43/ S.F. � � . . � � I �, , r
: ( -�' ��� �Ry4�'M ��PE ?.'�g � �
� ; I \' _ -�$ou��.� c:.;� �. Ur.►L�S.� .Jll�'�w .. �
N M A SARS � ' : ��7!1+I'6'i�. c.aNt�' - '� - _ - ----- S W�wrJ 2
� '` �j TYPE OF CONSTRUCTION Fxar� vrT (�G�rA l_ DC-S�R-�� Date .. �
. . `' /'; F _ -��c�a`-b+r� ';�c�R�/�� • I l 2 9 J
; �� �;. - ` `. � � �.,�DT ( ! �/'<<-T ��72� sca�e ��� i
. � '��dWN '
x�-�8n 2'-3�� I� 24" Q.C, 0 ' � �� �� OCCUPANCY CODE - R-3 AND M-1 �' " �V��� , ( � I O
� t , � REVIEWED FOR THE CITY BY: CITY OF DIAMOND BAR ��, 5 � '- '--
iiM
� �� y_ M �, „ APPROVAL: FOR FIRE DEPARTMENT RE QUIREMENTS: �S�G • -`��"A"� a�`',o �Q�Z I D��►rY�O�D ^t'�� �•�
SEE SHT 1-P & STAMPED APPROVED SET BY �/��`�pNQ v� L �' ' � ` '
�� N d"T':_ Drawn
3 -4 2 6 /4 � ?4 0.C. 6 ('�� ��' :(� �� �� � � . Charles Abbott & Associates ' ,
.__ .�...'...�..�.�.,,..�....d.: «�, �''' TorranceNeCa W90501�200 �LS � I '' • (�(iR.l�,• �1`s��. �. ���►Y,:'��.:: ,��)' � ; , . .
��,-0« 2•-9"� /4 � 24" o.c. 9" `���I="'�3G T'-' � � ��C� �� y , , � � , o
^_ FIRE DEPARTMENT
� _ _ if
� �Q .`y�'�.�.f • O . • �: �- ' `,'r ' .. :r � ;•' `� J b �
. � oT l
Phone: 310-541-0671 -
+'�-a" 3'-�" i5 l 24" O.C. 9" �' d� �� � `�� 77�� , . FIRE DEPT. ACCESS TO MEET REQUIREMENTS •�i�� ��� � � �����- �a�-�j�'t�4 Z�-� � ��� �', ��Q,V� „ �•�.
� OF NOTE "U" SHT 1-P FROM DIAMOND KNOLL Sheet
. �1''-�" 3'-6" /7 16" o.C. 12" �PD.e� TA6 /N COVf.E'�T� ��IL�. �j� 2�►0
NF��E'/r�/TLSPSECT/Q1/ C� D/Alt'1CYtif� �Gtil/ �� �9� � IO I�� LANE TO FRONT OF GARAGE ��.f;r.,..'.. ST 14L�'�`:�� ? �rnpN�4 GA i, �' ' �;� �
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