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1626 1636 DERRINGER LN
._._ --- - - - . _ _ �. -- - - - --- - - � - --- - - - -- ---- . GRADING GENERAL NO'I'E.S _ . _ _ - - - - - - - __ _ _ _ _ . _ _ _ _ - -- - --. - - - - - -- --- � - - _ - _ . _ _. _._. __ __ _ _ - - . ---_. _ . -- - - - - ------- ---- -- -- - - - -- ---- --- _ --- - - - - - - ---- - - -:- -- -- - --. . _ _-- 1. All grading shall comply with the provisions o�� Chapter 70 of - - - the Uniform Building Code (1991) . • - . - . - . . . __ ---- ----- - 2. All hillside adin with slo es in excess vf 10� sha -- -- - - - - -- -� - -- --- � __ . . . - - - - - - :. _ ...__ . _ _ _ .► - - ---- - - - - __ -- - _� :. _ _ _ _ - - -- - - � g P . II comply --- --- --- -- - - - -- ----- - -- ------ _ _- -_ _ -- ----- _- -_ _ - _ - - - _ - 5. - - _ _ . _ --- - - - -- -- --- - - --� - -- -_ _ . _ _ __ - - - with the Hillside Management Ordinance No.' 7 (199Z) . . 5 _ . . - - - -- � 3 . No gradinq shall coiamence until a grading permit has been - � � � � - - - _ issued by the City ot Diamond Bar. - . . - - .___. . . ._. _ . . . _ .. . . . _ . . . . _ ' _ _ . . _ . . . . . _ ._ _ . . .. _ . . _ . . . . .. . . � J _ . .. _ ': . . . ... � . � . . . ' ' ' " '_ _ ' . - . • _ -- _ . . . . . . . - � . . . _ '_ _ " . .... . . _ . _. . .. _. . . . _ . . . _ . . _. . . . . _ _ _' _ _ . - _ . . . .. . . . _ . . .. . . . . . . _ ' _ .._. . . . ...... ... . " .' _.' _ '_. ._ _ . . . . _. . _ . .. . .. - - All fill slo es shall be com acted to not less than 90 erce - - -- o�� � • � - - � - �- ---- 4. P P nt - -- -_ - - - -- �- -- -- - ------ --� - � - - -- - �= - ------.___ ---- � -__._----------- .. __ .__ ..._ _ __ _ - ----- -- - - __- -- � --- _ . . _ __ - -- - - ---- _. .. - - ------_ - -- --- --- - -------- ---- ------ ----- - __ _ . _._ - - -�- - P -� - - - - -- -- -- - --- - . _.._ . . . - • - --� - -- - _ . of the maxinum density. � • . . . _ _ . . • - . . --- -- - . _ . _ - .�,P � : -._ . _ . _ . . -- - - - - - .. ._._ . _ _ - • _- -- --- -- - , _ . . - . . . � . - � _ . _ - - 5'� Drain - . . . . . . - . _ _ _ _ . - _ . . o Y `�7.5 � 5. Sutticient tests ot soil properties, incZuding soil types and _ _ . ._ _ _ � . _ . _ _ _ _ . _ ..: . - - - . _ . _-- . __ _ .. /.• RiIrRap to be stones or braken ooncrete� _ - ___ . . - � . 3� -- � shear stren ths shall be made durin radin o erations to /i �, - - � P�oPos�D _ M - -- - - - . - - . _ . � _ - __ . . . g , 9 g g P ��i� . __ . �,,Nts co�� min_ 6 dia.grouted stone shall extend - �- - _ verify compliance with. design criteria. The results of, such // ��////�� � � �H� . min of � the dia. above . - � � - - ; _ _ --- --�- testing shall be reported in �he tinal as-graded report, or - -- -- - - - - - - . . .. -- \ --: �� �� ---- , ,- _ _ _ __ - -- uted surf ~ _ --- - - --- - - --- -----�� � �-- - -- l . --- - - - - ---- � - � - - - - - - - -- __ - � ' � upon request of the City. A minimum number of field density . /� : //,/ � I p � a�. ��� {�' \ 12° 3"� co�►c or- -- - tests are to be made as follows: : � � . - - _ . � - . . � EARTN BERM - _ _. - : qq FS - - - _ � ��� . _ --- - - - . � t�� � , � . �. : •, . . , •, .• �6��X 6�� � �•� � _ ---- - . . So Q,eoPos�D T�NN/S cov�PT cut off wall . � gun� -- a. One test for each two-foot vertical lift. - - - - - - . _ . : _ - . . ��. � � . - . �tOhX - - - - . � � 1Q w' • b. One test for each 1000 cubic.yards ot material p�aced. � - DETQ�L _ - . a ; . : e . . . ., , � �--6 - _ - . _ _ ' _ . . _ r- " � - c. A sutticient number ot f inish slo e tests to verit . --- - --- �_------ - -_ _ _. . -� � - - - - -- -- -- ._: _. _ - - : _ - - -_ . . -- - - -- - - - - -- " _ _ _ __ __ _� _ -- - - - . 8 3 ������`1���Qj� - - �ETA�L--- - -- - - -- - ---- - . . _ . _ P . Y � � , , ; � - ---- ----- -- -- - --- - --- --- - -- -- -- -- -- ---- __ . � P _ - _ �aF� . . : Q R t P-RAP- - DETAfL � . _ ; . Ho s�z�e- compaction of the slo e surface. � : � �, �RofesE� - . ; - ' . N/!�/G w C.L _ . . . . ETA! �r - � . . � . • ,�T- ��, �- � No Scale , , - � -- - 6. No till shall be placed until stripping or vegetation, remova2 �- - __ . _ _. . ___ ___ . ' PRoPo SED - _ . . of unsuitable soils, and installation dt subdrains (if needed3 . . . _ : . � : . _ 2o�N� _ . . _ - - = is accepted by the soils engineer or engineering geoloqist. G��O�ND : . . _ , G -- -- _ _.. - _. _ . - _ . _ . _ - . . __ --------- - -- -------- --- �----- -- �- --- - -- --- --- - -- - . . _ _ - - _ - - - - - ----- - - -- --- _--- - - - -•_ . .-- - - -- - -- - ----- ----__ � - - - - - - - - - --- --- - - -- --- ---- ----- ---- - - ------- ---- - --__.__ - -- .. . --- - - --- - - - __ --- - - _ S EC T�ON 1� _ �------ - - - - - -- __ - -- - -__- - _ _ _ _ _ _ _ - - - - - ------ -- ----------- ---- ------ -- - . - -- ------------ ----------------- ---- 7. The undersigned Civil Engineer hereby states that these plans - - - - - - � _ .. . . _ . _ - - - -- . _ _ . . . were prepared by him or under his supervision and that the . - - !vo Scs�c..E _ . . " .- - plans contorm to all pertinent provisions of Chagter 70, ` � - Excavation and Grading, of the Uniform BuiZding Code (1991) , � as amended. � �c�'�K��l�'p �, -- - - � . - - - - --- -. . - -- --- ----__ _ _ ..: .- -- - . - - . .. - - - - --- " _ - " _: . _ - _-. ._ - . � - __- - _ . . -- -- - - - _ - - - - - • - � _ '. _ . - - _ _ - -- _ _ _ - " . - . . _. . - - - -- � - - - - - - - --- ---- - - � -� 9� �3�9r - � � �.,� �� _ ° � . . . . � Registered Engineer R.C.E.3449SDate . � �9�a9 � O ��������� . � . - - ' - * � - _ 0 � Ci V�� # � FLEXBLOCK� is a atented concrete • � 8. Approved protective measures and temporary drainage provisions � � P ����N shall be provided to protect adjoining properties troia � �� : • block that is locked togther with fiexible - " � � _--- � deposition ot material or diverted tlows both during and after �- - " _. _ _ - - _ _ _ - � . � a�� y�� \ _ - _ _ .: -- -. . - _-- - . all phases of construction. . _ -- --�� - ��u�co--F!«Ira .a�us�o r ceER,z�� non corros've cabies'This forms an ��c�s.��«�. •~ \\ L . - -- ---- -- - ---- 1 _ -_ - . -_ - -- -_ - articulating revetment system, designed to .. -�-.� ' � - � r ��=�� � - � = �� � 9. All offsite improvements sha 11 be- completed to the �°O . - . -,s. , - ��_ � replace riprap, grouted concrete� armor ��, � '�.- � ' _ � satisfactior► of the City Engineer. . _ - " ' '1 " �� � - _ - _ � - `` �u - . _ _ - . . .�� _ • �� � -- - ston ._ .. 6askets ications. ���..bo,..w� =:� _ � � _ _ _ �� ._ _ e, or gabion app!' . � � pRoPaseD;G,�A ;- . -�� ., • . . _ _ � •� •�. .- - - 10 Rough Grading certificate must be signed by So�Is and Civil ga : 3�i .� �- ��`j.! . ' � - __ - _ _ - . . __ ... _ . . . .- ._. _- . teMi/weua sbl rasMr�a/stoa • � enqineers and approved by the City Inspector prior to issuarice - ��,Q(S _`�� � ' - of Building permits. � . . . - Component Parts . . - �, . s.,��� �,_,,{� ., - . . �.�,sTi�c G�,,cc� . . 11. All cuts shall be observed by the engineering geologist durinq �° - �`� �� �; � � ` e � FLEXBLOCK� is a component system Specification " grading so that any adverse conditions can be recoqnized and _ � • ,i�, - consisting of the following materials which �� �� �� --- - - corrected. � _ -- - -- .. _ • , � . � f�- . Dimensions = II x 4 x 16 (nominaF block size) _ _ � - , � �•,�,�� � �� - ` � . are ali availabie from Interlock distributors. Weight = 31 �ounds 12. Any modifications ot, or changes in, approved gradinq plzns . `'4 . � _ 5��. 5�.�.;� �:,;• - � Minimum psi = 2500 psi campressive strength must be approved by the City. . _ _ _ _ . ' � _ _ ' Q�S � - h �-` • FLEXBLOCK° block unit Recommended mix design" = heavy aggrec�ate or timesione : . • . - - � � • HDPE connecting rod " chi s � � � ' W � '� ' 13. All graded sites must have drainage swales, berms, and ottier s'E'C ]-j Q f� C-C � p d drainage devices approved at the rough grading stage. ' - - - PVC lockin inseR . _ _ 9 (ASTM C-33; ASTM G90 grade Nj � � No SG4LE - : Galvanized end stops ^ . 14. No rock or s�nilar material greater• than 12" in diameter wili � Geotextile Fabric , A be placed in the till unless recommendatioris tor scich " _ � . - � _ A �+- placement have been submitted by the soils enqineer and approved in advance by the City. . � _ fj � . _ . _ - ) E�45I• / � „wrsc / � P%�Pos t D � i � 15. Grading operations must be conducted under the observation aL I����� �1. . __ �. TcNN/S �o�-�r � � r � - the soils engineer and/or the engineering geologist. . � _ � /a� �.�L- � � �-lj ��R,r�:'::-::: �;.```o•�'�� '� � €,,,� �� r < <.- - _ - � _ . a . - � \. � ` ,., . � � 16. Excavations for stability keys and removal of unsuitable soiZs \��� � ��,.,�o �,� '�` _:_,�;;�;r o� �� ,� �a,N� ��.P�� �. + � � -;,,�.p � _ � must be observed and accepted in writing by the soils enqin�.er �� � \ / • � q� "=.-o ?�V l o};("���o- " . �' =� �i�y Rct _ . . K P • • � _ �q(__ �, 71 � 1�11pKFN[REER UI �� St �O�' NPA � x• • � Qr en ineerin e010 1St rlOr t0 lacin �111. • � r cR� .�' �n� ,o TCNiEKW Cl �; sp - --- -- ------ .- . - - -- - g I g . g . P P g . - - 8v 1 , \ sY \ �_� . �Q c'.-�''�� ,ac�`o''�=';.a""y M �` .°. . 4, t"'Uµo��c ¢ - W • • • • " . �4�1'� . 'f � . . �Z �_:R c��!'��trRnK• ,.:T� � ��Ss �' �C �'u,� _. . . . . . � 17. The soils engineer and engineering geologist must document and . sP :�{„_ -0. � !\� � q�, �c � ? o� e _a `. ,` ,-_,,,o� � � �� � accept rough grading by final report prior to.approval by the � . �, • fs�� o �, = K4 - 2 . �� : _ r � City. The tinal report must include an as-graded geotechnical � 0. ;_ �S�� _ - � � L' � =� � � a� : - ` � � --�-I a" G o ? �Z L !. ' _ T -oi �- - �.- � � . cOK�v y�.:.. C �. �''.`'I _ Q ur , - _ _ . .. _ _ . . � •Ililt7[ ma � < � • 3 t_NTFR ,,,�. , ,,,, -�i . P� �� � ` Qf� l�nroi�r . �M µE+' �L` �' _ - ��� _ ._ . - = � . . • . .. . . . . . •. . ... . _ . _ . . . . . . ' S�iY� } \ � � /.%s�� � - - . - - - -'A F rV" _ R51'ID r = J;',� � . . _ _. ._ .. - - - �j ----- •------ �:-_ - -. . . -- t . ! 18. The soils engineer and engineerinq geologist must make a _ � ���'" � -" � "� � � � • �� I �„c � .,�[� �E �•u PARK.�..`�, a'tt �`-,,. �, _ . ,� _. � � fin din i n a c c o r d a n c e w i t h S e c t i o n 3 0 9 o t t h e L o s A n e l e s , . `� ' _ /'J"(pkCJGAT7F-D, g g ,o' s .5 �'' � '°b ` n c9 `"= '���_ �'`� ,� . ' � I 1j � �ti.q �7L - �o TJ'r� � �• --.1 � \` �, s r 4� ��,�� County $uilding Code for the graded site prior to approval by _ `� �,�M�� E �s� N � ' '�� F ;�,�r - ' P�rE �"y i a � OR�� F �'/ � � � J/�.�'+ ' r K-�Y. �- � � .�cD�;. i �r��?�'o o� 2��DI�UM �ELT � � !• the City. - . ' �g�" _ � ��.�f , ��-.;.,_����� < �, ,, ' coMCRc� - ' , . `, A . � �� / / OI �+ �J _ LJ - � rlCT _G��O .�\ ^ Eso��s^}� ` �SCM,y' 9�% .lj^ .. .. - �- - - _ � .- . .-- - - . � a LJ . . _ . . __. . . .. _ . ' _ . � . � - - - - -. . . S�• V E�CO{ �y` `, � I2aJ , C,yC� ?e�.' . . _ _.. ._. . .- - �- -�---.. �_--- �•��`�'v' ��1 _-.....-- - .. . . . . . . . 3 �� 4� PRIN D � RI+p h� . + �Z c /Q � 19. Foundation and/or wall excavations must be observed n _o . . . _ ,�ro scA�E SITE '<E ��Z;� s =o �y R�MF,� ; ,_�O . . accepted in writinq by the soils enqineer or engineerinq � 9" " ,� ' ��� �' `` $`' O ' geologist prior to placing steel or concrete: - � r F `� � , ;;{ � � � _ io c�Tcf--� B A Sll�! �ET'A 1 L- 20. A Registered Civil Engineer shall submit a Grading Certificate ,�`�� ,���JE-VµE-RD' ��`� - : . � ; _ . - �� ^~ - - - � r'�Oo^- VO�.�� to the City Engineer no more t han 1 0 wor kinq days upon . . _ :__ - - - _. completion of final gradinq operations. Certificate of . A �. ��rEsT�,-,-_� . -- -- --- - _ - --- -- -- ---- - - - __ - - _ - -- - _ - - - -- _ _ _ _ _. . _ . _ . - EX/S'/I✓!r� N5G AXer, ` � O c c u p a n c y s h a l l b e i s s u e d s u b j e c t t o t h e C i t y E n g i n e e r's �o�.sv' I ----� � . � \�lC/�/T� ^�A p approval at said Engineer's Certificate. , p,�oPosFo '�~~,t : nro r ro s c,a c,.$ . , , x �owR; y __ � . - ,. . .-. t 21. � The Soils and Geology Report prepared by Soi�.s AND G��o�y, !NC:�B NVMBE� 96-/7G �°° . -1� �- r � , _ : ... ��� �. , and dated �"���CH +8 , 1997 shall become a part of this gradinq . _ � � Q�� It� \�,�opos�.� rac. - plan and all recommendations contained ' therein shall be - ' \ � � �` � - � - - - - - - strictly adhered �to. 60 �;��; • Ti�1���� s� ��.:� � • . 22. A copy of the grading permit and approved gradinq plans DiL1St _ . . ';r« \ � _ �� ' _ . . - , be in the possession of a responsible person and availablc� at � ' � ��15 APRovE� sY� the site at .all 'times. � \ /QMOI�/� B R `-. _._ . Tl0 : �. � �X � - -- _ _ _- - � - C/N � -- --- --__ _ _ _ �ES -�------- - ---- - __ --_ _ _ _ _ __ . . - - . �-:,,-n,, , - �� , - _ _ FD : A _._ �or2o An�o ��cr n�o_ 2¢046� .s _ - ;t- � 1 2 J , �M .789�76-82, - � 23. Final grading must be approved before occupancy of buildings . , ` � � � will be allowed. - `' K�y \ ' /-� � �S � �� - Sea se��.c� 6-6' . � �+l�S ` . . . i ,� _ � ' 24 . These plans have been checked by the City of Diamond Bar only , . i � � `-�. �,� �o for conformance with Cit Standards com liance F�ith � - � � , - - -- -- - - - � y , P --.- - - - - - _ _ S �C Tl o A -q -�-� � _ _ _ _ _ = - �,�?. � _���r� owni�R _ development conditions and for general conceptual approval of _ _ _ _ .-- - - - - . . _ __ __ _ . _ _ _. ra. , _\ - _ _ ._ . -- - ---- __. __ __- ------ - - -- ._ - -------_ -- -- - _. _ _ , the drainage and parkway improvements shown hereon. No n�o sc.4LE , , Zv ,LGE`O�GE A.WENrZ �ATE �C2,,� RoN A�2AkEC_/�4N . ��T2�) RON.A�eAKEL/AN detailed mathematical check was made for the accuracy of the . I clTy E'n�iNEE� /62p pE;e,21NG�R ��2. _ _ _ �� . 162/ p�le/NGER A�2, existing or proposed dimensions, lines or grades shown . � �/Alhorvo BaR cA. - - � - �/AMONp B�l�e cA, PLAN REV/EWE� 6Y; p/�: 9O9 ' - _ _ , including all existing utilities shown or not shown. ' • , _ _ _ ( )336-3636 - -- PH;(9o9) 861-9Q�8 - -- --- " _ : . _ . _ __ _ _ - - _.. . . _ D��! 1.l�uJGY�I - _ . _ _ .. _ _ __ _ - - _ - - - - - --__-- - __ .. _ _ _ 25. Contractor shall notify the City Engineer's office at � ���� - (909) 396-5671 twenty four (24) hours in advance of intention �2 a77L�L✓�S ST,� yui� �p� S/TE A�l�RESS� /620 AND /636 pE,�R/NGER LANE _ to begin grading. - . , _ _ . . _ _ . _ _ . . G,/}f���G�t+V�'�Ck q2,�c� 2�, Th� �po9�P/y was fa�en �-r'or� a �eld survey per-f'o�n�ed , • - - - 7t�-7�-�tc�o ' cP,�l: � � /-� � lN � PL Q �/ - -_ _ _ _ _ __ - - - or� J'e en�se� 4 /996, _. _ -- - . -- - - _ - ---- - . _ _ __ --- -- -- _ .. ._-_ : , , -- >!¢.;� °" jd- • - - : . _ -_ : - ..� � : _ _ - - - . . - - : � - - : Pf - Z � - - - _ _ _ - - _ -- - - -- -- - . _ _ _ - -- - . __ _ _ _ _ c� . - � _ - - _.._.__ . - - --- __ _ - - - - . --- - - - . . _ . _ . .__ _, _ ;:. _ , _ _ . . _ . .. �b q� � _ : _ . ' - 5�i/Q�IO�XL-D�c�� - A E . . . _ . , . . -- -•-- -- _ ._ _ _ . _ _ PREPARE� 6Y= _ ._ - � . __ . . _ _. ._ ��, . _ : . _ _ _ . _ • . , � ... --_ . __ - . _ - - -- ---- - . - - - _ _ _ . _ - . - - - •-- - - _ . . _ ___ _ _ _ _ _ _ _-- _ _ _ . _ __ _ . . _- - . � - - - ---- - . _ __.. .._ .. -- _ _._ .. --- _ . _ . - - . .___. ._ - - - - _ _ � _ _ �TOH/V B. ABEGL� INC E - . - _ . ._ _ _ __ . , - . _ _ .. _ -- ._ - -- - - -- -- - -- --_ Q� '� O E' 140 W,Oi2ANGE ST, _ , - - -�-- - -- --- . . . _ . _ . _� _ . .. ; ����. oy�� �v�N�, u.9�723 . . �-:: _ " � � t�►�.34�95 } ; � PH %(626)9G5-767/ _ _ � --.. _ _ _ �9-30-� � " . _ 2 9lS-4 _ . _ . . . . _ . i . _ . _ - - -- _ ___ ... _.. - - .. __ ._ _ _ _ - -_ __ _ _ .__ . _ _ _ ._ . -- - - __ _ - _ - --:. �- - � - _ _ _ ,�.•,�� _ _ _ - - _ _ ._ - - _ _ � C1V�` FAX:(6 G 897 , ._ ����C��r� >:.- � - • - ,,. /N TH� C/ TY OF ��AMON1� - BAl2 �- - __ . ._ -_ _ � ' ._ - gY; . HK'� ' I"�20 � � � , - _ . ��/��,-�.P ,�rn�cPi�r oRN v,c c aY: scacE• e�eAwinr�NUMeE� . . . CATHERJNE A.CONNEN R,C.E.34495 �ATE 2E1//SEp: .T08 ht�. 2-40�9 - 2-4009 � - CON S TR UCTION NOTES � � �gNJB/�/Ed KE/GHTC�'iPETA/N/NGWACl. QNd O1 - Cn�,(S'TRUCT �' W��E TRE/VCH pRA/N, T�NNIS CCX/�E'T FEMC�7U BE /O'FROM F//y�(S'N � O - PLA CE 6" P V C SCHE�uL E ¢O. SUR�AC'�OF T£NNlS GVURT. NOTE- RETArNIN� irvACc.S aRE coivc�eETs B�oc.0 O3 - CO�IhS'TRUCT bOW/V�R,4/N P�R �ETAIL J'HEET 1. w/Ttr .trucco Ft/V/sH. , O4 - CONJ'TRUCT RETA/N/NG WAG.L P�iP SEPARATL� PE�PM/T. - � O - CONSTRUCT �'LEXBLOCK SHEETFLOW �/SS/PAT�� 10 P�.4c� 36'x36`BRa4KSPRopvCTs � � 6O - CONSTRUCT 7'TD 9 5'H/GH TEN/V/SCGC/RTFENCEON TOP OF C.4TC.Y BAS`t/V OR EQC!/VAG ENT P�ee RETA/N/NG WqLC W/THLlsNT/NG. �T/�!L ON J'IYEET� _ j SCALE = /' � 20' O7 - CONSTRUCT BERM AT 1ZJP O�'SCOPE PER�ETAlL�N J'HEET1. � , �' � ; � � a ; i j i l O$ - CONSTRUCT�aWN�2A/N R�R�ETA/G SHEETI pR /Q"A�S � { _: 1 ,i J � , I , , � C�i2,QUGA7TE� �/PE/FF�EXBLOCK /1�T CONSTi�"TEO. ; � ; , !. � 1 ' ,' i i N 68' 42' 27" �/ � � � ' � ; � � i � � : , ; : ,�� , � ` � '� � i 1 I i � � ! ' . ; '�\ O- (�j�(l7RUCT R/P-RA��ERDETA/L J'HEET 1/FF�BLOCKNt?T CDNJ'TRUCTE� , 6�4. 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