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Home My WebLink About1196 CHISHOLM TL DR GENERAL GRADING NC�TES: 1.ALL GRADING SHALL COMPLY WITH TtiE PROVISIOIdS OF ChiAPTER 33 AND APPENDIX OF _ - - - - _ __ __ .. THE CALIFORNIA BUILDtNG CODE(2001) 2. ALL HILLSIDE GRADING WITH SLOF�ES IN EXCESS OF 10'/o SHALL COMPLY WITH THE HILLSIDE MANAGEMENI�ORDINANCE NO.7 (2001) _ 3. NO GRADING SfiALL COMMENCE UNTIL A GRADING PERMIT HAS BEEN ISSUEv BY THE CITY OF DIAMOND F�AR. 4. ALL FILL SLOPES SHALL BE COMPA4"TED TO NOT LESS THAM 90%OF THE � AXIMUM DENSITY. � , =Q' 5. SUFFICIENT TESTS OF SOIL PROPERTIES,INCLUDING SOI�TYPES AND p SHEAR STRENGTHS,SNALL BE MADE DURING GRADING OPERATIONS TO e� VERIFY COMPLIANCE WITH DESIGN CRITERIA.THE RESULTS OF SAID Q� O� TESTIhlG SHALL BE REPORTED IN THE FINAL AS-GRADED REPORT,OR �� UPON REQUEST BY THE CITY.A MINIMUM NUMBER OF�IELD DENSITY �� TESTS ARE TO BE MADE AS FOLLOWS: ��Q a.ONE TEST FOR EACFi'TWO-FT VERTICA�LIFT. b.ONE TEST FOR EACfi 1000 CUBIC YARDS OF MATERIAL PLACED.. O� c.A SUFFIC.IENT NUMBER OF FINISH SLOPE TESTS TO VERIFY �O�' SITE COMPACTION OF THE SLOPE SURFACE. 6. IJO FILL SFIAIL BE PLACED UNTIL STRIPPING OF VEGETATION,REMOVAL � RIO LOBOS RD. OF UNSUITABLE SOILS,AND INSTALLATION OF SUB-DRAINS(IF NEEDED) IS ACCEPTED BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST. CH/S.O 7 WERE PR PARED BY f IM OR UNDER H S SUPERV SSOtJ ANDFTHAT T iE PLANS <M rR��o CONFORM TO ALL PERTINENT PROVISIONS OF CHAPTER 33 AND APPENDIX EXCAVATION �� R - - - - z V GRq AN GRADING,OF THE CAUFORNIA BUILDING CODE(2001)AS AME�dDED. C O N ST RU CTI O N N OTES: QUANTITIES v QS �O q�FN -�� C-t/888 ia-��-�� LEGEND c,F REGIS7�ERE ENGINEER R.C.E. DATE 1. CONSTRUCT A 4-1/2"TFiICK CONCRETE DRIVEWAY WITf�6X6-10/10WWM 416 S. F. 8. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE T.C. TOP OF CONCRETE CURB -E - UNDERGROUtdD ELECTRICAL CONDUIT 2• CONSTRUCT A 4" 1 HICK CO�JCRETE DRIVEWAY APPROACH PER 111 S. F. v� FROVISIONS SHALL BE PROVIDED TO PROTECT ADJOINING PROPERTIES APWA S 1 D 1 10-I, TYPE-B,W=18', X=3', Y=5' PER SEPARATE PERMI T Q� � FROM DEPOSITION OF MATERIAL OR DIVERTED FLOWS BOTf 1 DURING F,S. FINISHED CONCRETE SURFACE -T - UNDERGROUND TELEPHONE C�NDUIT 3. CONSTRUCT A 4" TI IICK CO�JCRETE W�,I{�yAy 118 S. F. O P AND AFTER ALL PHASES OF CONSTRUCTION. - 9. ALL OFFSITE IMPROVEMENTS SHALL BE COMPLETED TO TFIE A.C. ASPHALTIC CEMENT PAVEMENT -CTV- UIJDERGROUND CABLE TV COfJDUIT 4. INSTALL IJSDS 12"X 12"ATRIUM GRAlE MODEL: 1280 W/6"OUTLET 1 EACI1 �O� SATISFACTION OF TFIE CITY ENGINEER 5. I�JSTALL 6" PVC SCI I-80 S70RM DRAIPJ W/4" CLEAN OUTS S=1% Mlld. 223 LF. O�P F.L. FLOW LINE -S.D.- STORt�� DRAIN NORTH 10. THE ROUGII GRADING CERTIFICATE MUST BE SIGNED BY THE SOILS AND 6. CONSTRUCT DRAIPJAGE TRENCH PER DETAIL D-2 OtJ SI IEET C-1 CIVIL_ENGINEERS AND APPROVRD BY TNE CITY INSPECTOR PRIO_R TO �,G. FINISHED GRADE OF DIRT OR A.C. PAVEMENT W.V. WATER VALVE 7. INSTALL 4" PVC SCH-80 DRAIN 2,�. F. VI C I N ITY MAP � ISSUAtVCE OF BU�LDING PERMITS. 1 1. ALl CUTS SHALL BE OBSERVED BY THE EtJGINEERI�JG GEOLOGIST DURRJG F.F. FINISHED FLOOR OF BUILDING W.M. WATER METER 8. INSTALL 4" DIAMETER PERFORATED DRAIN PIPE WITf i CRUSHED ROCK `NOT TO SCALE` �';' � GF2ADIfJG 50 Tf IAT AP�Y ADVERSE CONDITIONS CAt�I BE RECOGNIZED AND WRAPPED IN FILTER FABRICA PER DETAIL O�J Sf�EET 1 65 C.F. � coRRECTED. B,S. BACK OF SIDEWALK F.Fi. FIRE HYDRANT .r 12. f,IJY MODIFICATIOPJS OF,OR CtiANGES IP�,APPROVED GRADING PLANS 9. CONSTRUCT CONCRETE RIPRAP PER DETAIL"B"ON SHEET 1 49 S.F. MUST BE AFt'ROVED BY THE CITY. E,G. EDGE OF GUTTER G.M. GAS METER 10. CONSTRUCT CONCRETE BLOCK RETAINING WALL PER STRUCTURAL DWGS , 13. ALL GRADING SITES MUST FIAVE DRAINAGE SWALES, BERMS AND OTHER E.P. EDGE OF A.C. PAVEMENT S.M.H. SANITARY SEWER MANHOLE PER SEPARATE PERMIT. 65 L.F. DRAINAGE DEVICES APPROVED AT THE ROUGN GRADING STAGES. 11. CONSTRUCT CONCRETE PILES PER STRUCTURE DWGS PER SEPARATE PERMIT. PER DWG 14. NO ROCK OR SIMILAR MATERIAL GREATER THAN g"'IN DIAMETER WILL G.B. GRADE BREAK P.P. POWER POLE G-1 BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH 12. CONSTRUCT 6'WIDE X 4"THICK SIDEWALK PER APWA STD PLAN 112-1 55 L. F. PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS ENGINEER AND H.P. HIGH POINT S.L. STREET LIGHT 13. SLOPES SHALL NOT BE GREATER THAN 2:1 � APPRUVED IN ADVANCED BY THE CITY. � ' T.B. TOP OF BEAM �.0. CLEAN OUT 14. GRADING QUANTITES�(ENGINEER'S ESTIMATE FOR CITY PERMIT ONLY)_ 651 C.Y, 15. GR1�DI�JG OPEFtATIONS MUST BE CONDUCTED UNDER THE CONTINUOUS OBSERVATION - - -- - -._----- _--- ---- + -- -- "' OF T HE SOILS ENGINEER AND/OR THE ENGINEERIMG GEOLOGIST. _ - - - - - W � INV. INVERT I.P. IRON PIPE � 16. EXCAVATION FUR STABILITY KEYS AND REMOVAL OF UNSUITABLE SOILS Z r MUST BE OBSERVED APJD ACCEPTED IN WRITI�JG BY THE SOILS ENGINEER R PROPERTY LINE L.P. LAMP POST �OR Tf�E ENGINEERING GEOLOGIST PRIOR TO PLACING FILL - a - _ _ _ __-__ SHEET INDEX �,r 17. TFiE SOILS ENGINEER AIJD ENGINEERING GEOLOGIST MUST DOCUMENT � CENTER LINE S.D.M.H STORM DRAIN MANHOLE �..r nND ACCEPT ROUGH GRADING BY FINAL REPORT PRIOR TO APPROVAL T1 TITLE SHEET BY Tf1E CITY.Tf1E FINAL REPORT MUST IPJCLUDE AN AS-GRADED T.W. TOP OF WALL R.C.P. REINFORCED CONCRETE PIPE C� GRADING & DRAINAGE DETAILS GEOTECHNICAL MAP. ` � � 18. �liE 501LS ENGINEERAND ENGINEERING GEOLOGISTMUSTMAKEA T.R.W. TOP OF= RETAINING WALL C.L.F CHAIN LINK FENCE CZ GRADING & DRAINAGE SITE PLAN FINDIPJG IN ACCORDANCE WITFi SECTION III OF THE LOS ANGELES C3 FOU N DATION PLAN AND DETAILS i � O COUNTY BUILDIPJG CODE FOR THE GRADED SITE PRIOR TO APPROVAL T.F. TOP OF FOOTING I.C.V IRRIGATION CO�JTROL VALVE S U S M P N OTES. � � h BYTf,E�,TY. � C4 EROSION CONTROL PLAN _. � � T.O.G TOP OF DRAIN BOX GATE I.C.B IRRIGATION CO��TROL BOX 1. TFIE PRE AND POST DEVELOPMENT PERVIOUS AND Ih1PERVIOUS AREAS � 19. FOUNDATIOPJ AND10R WALL EXCAVATIOhJS MUST BE OBSERVED AND ACCEPTEU IIJ WRITING BY TFiE SOILS ENGINEER OR ENGINEERING � CREATED BY THE PROPOSED DEVELOPMENT. W � v GEOLOGIST PRIOR TO PLACI�4G STEEL OR CONCRETE. ��'��i� EDGE OF PAVEMEN T G.P. GUARD POST � � 20. A RErIS1ERED CIVIL E�JGIIJEER SfiALL SUBNIIT A GRADING CERTIFICATIOPJ ��ii� FINISHED CONCRETE SURFACE W.I.F WROUGHT IRON FE�JCE POST DEVELOPMENT �C ''' � TO Tf iE CITY ENGINEER NO MORE THAN 10 WORKING DAYS UPON IMPERVIOUS AREA ��OS ACRES, PERCENT IMPERVIOUS �/q % � ' � COMPLE710N OF FINAL GRADING OPERATIO�JS.CERTIFICATE OF --> CONCE�JTRATED FLOW LINE 5❑ HEIGHT OF EXPOSE� RETAINING PERVIOUS AREA O ACRES, PERCEfJT IMPERVIOUS �% OCCUPAfJCY SHALL BE 15SUED SUBJECT TO Tf IE CITY ENGINEER'S " APPROV/1L OF SAID ENGINEER'S CERTIFICATE. PRE DEVELOPMENT ,�, ✓ _ � . ,P�� '�/�/v`- SHEET FLOW DRAINAGE WALL IN FEET _ 21. TfIE SOILS AND GEOLOGY REPORT FREPP,RED BY E�U ASSOC. 1NC. IMPERVIOUS AREA O ACRES, PERCENT IMPERVIOUS O % � ` °"�O°Of1O�Of � AND DATED IZ-28-OS_ SHALL BECOME A PART OF THIS GRADING T/HDWL. TOP OF HEADWALL QSL BUILDING SETBACK LINE - F{� '°��°" `-^�� BA�I S C�F B EARI N G S PERVIUUS AREA O�_ACRES, PERCEfJT IMPERVIOUS !0 0 % PLA�J AfJD ALL RECOMMENDATIONS CO�JTAI�JED TNEREIN SHALL BE '�'�' � -• STRICTLYADfIEREDTO. 'q��6ti-�`P; rNi�G.00NSUI,TAA1'!'S �'""r . ��02� EXISTING ELEVATION T� FLOW LINE THE BEARINGS SHOWN HEREON ARE BASED � -�--�--- �>�,,.:v� 22. !>COPY UF Tf IE GRf1DIfJG PERMIT AFID APPROVED GRAD►NG PLANS MUST ��ace � BE UJ TfIE POSSESSIOPJ OF A RESPONSIBLE PERSON AND AVAILABLE AT --(1�2)- EXISTING CONTOUR ELEVATIQN a PROTECT IN PLACE ON TH E CENTERLI N E OF RIO LOBOS ROAD �� Tf I� S►TES AT A��T�ti,Es. BE I NG N�RTH 87�ZZ�O9�� WEST, PER TRACT 2• ANY MODIFICATIO�dS TO THE APPROVED SUSMP PLAN MUST BE RESUBMITTED 102 PROPOSED ELEVATION TO TfiE CITY OF DIAh10PJD BAR DEPARTMENT OF PUBLIC WORKS. 23. FI�JAL GRADING MUST BE APPROVED BEFORE OCCUPA�JCY OF BUILDIhJGS MAP NO. 37873 B�<. 978 WILL BE ALLOWED. �02 PROPOSED CONTOUR ELEVATIOfJ ' ' 3. A COPY OF THE SUSh1P PLAN MUST BE IN ThiE POSSESSION OF A RESPUNSIBLE 24. THESE PLANS HAVE BEEfJ CFiECKED BY THE CITY OF DIAMOND BAR PG. 3-15 OF MAPS, RECORDS OF LOS PERSON AND AVAILABLE AT THE SITES ALL TIMES. ONLY FOR COWFORMAfJCE WITH CITY STAPJDARDS,COMPLIANCE WITI1 I.D. INSIDE DIAMETER ANGELES COUNTY 4. A��STR��T��B��P'S SHALL BE ACCESSIBLE FOR IPJSPECTION DEVELOPMENT CONDITIONS AND FOR GENERAL CONCEPTUAL APPROVAL AND MAINTENANCE. OF THE DRAINAGE AND PARKWAY IMPROVEMENT SHOWIJ FiEREON. O.D. OUTSIDE DIAMETER NO DETAILED MATFiEMATICAL CHECK WAS MADE FOR THE ACCURACY OF 5. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE ROAD RIGHT OF WAY TI1E EXISTING OR PROPOSED DIMENSIONS, LINES,OR GRADES SNOWN INCLUDING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN. CONCENTRATION FLOW AND/OR CONNECTION TO COUNTY MAINTAINED STORM DRAIN,AN ENCROACHMENT PERAIIT FROM PUBLIC WORKS 15 REQUIRED[(909)396 5671J AS WE�L AS PROOF OF PERMIT FROM THE LOS ANGELES COUNTY 25. CONTRACTOR SFIALL NOTIFY THE CITY ENGINEER'S OFFICE AT �'�/�/�/�... SHEET FLOW (909)839-70�0 FORT'Y EIGIIT(48)fIOURS IN ADVANCE OF INTENTION TO CONSTRUCTION DIVISIOId, PERMIT SECTION[(626)458 3129]. BENCHMARK ° BEGItJ Gfll1DING. � RETAINING WALL 6. PRIOR TO COMMEIJCEMENT OF ANY WORK AND/OR DISCHARGE UF DRA.INAGE TO A WATERCOURSE,A PERMIT FROM BOTH THE CALIFORNIA DEPARTti1ENT 26. CONTRACTOR ShiALL COMPLY TO THE CALIFORNIA STORM WATER BEST LC�S AN GELES COU NTY BENCH MARK 3900 OF FISH AND GA�,1E AfJD U.S.ARMY CORPS UF ENGINEERS MAY BE REC�UIRED. MANAGEMENT PRACTICES fiANDBOOKS. y � TOP OF SLOPE CC1I I Tol I Free TOEOFSLOPE RDBM TAG UB BIRTH EDGE CURB 7. STATEMEfJTOFUfJDERSTAfJDItJG: 27. DIRECT ALL ROOFTOP RUNOFF TO pERV10US AREAS. 65 F E ET S I YTG ABD �tZ FEET WEST AS CIVIL E�JGRJEER OF 1 HE PROJECT, I HAVE REVIEWED THE � - �O O- �� 413 3 -G - GAS MAIN DEVELOPMEtdT PLAfJ�dRJG FOR STORMV�lATER MAhJAGEMENT MANUAL FOR THE 28. SUFFICIENT TEST OF FILL SOILS S�1ALL BE MADE DURING GRA.,ING TO VERIFY OF CENTERLI NE �NTERSECTION STANDARD URBAPI STURMWATER MITIGATION FLAtJ(SUSMP),APJD IIAVE FROPOSED 2 Workin Dd s Before You DI Tt1AT TFIE SUIL PRUPERTIES COMPLY WITfi THE DESIGN REQUIREMENTS, g Y 9 AS DETERMINED BY TI IE GEOTECNNICAL ENGINEER INCLUDING SOILS TYPES, -W- WATER MAIfJ THE IMPLEMENTATIOIJ OF T�HE PERMANENT BEST MAFJAGEME�JT PRACTICES SfiEAR STREPJGTf� PAF2AMETERS AND CORRESPONDING UNIT WEIGfiTS. GOLDEN SPRINGS DR. AND GRAND AVE. (BMP'S)APPLICABLE 10 EFFECTIVELY MINIMIZE THE PdEGATIVE IMPACTS OF U n der rou n d Service AI ert THE PROJECT'S STORf�iWATER RUPJOFF.THE SELECTED BMP'S WILL BE INSTALLED g -S - SANITARY SEWER PER THE APPROVED PLANS AND AS RECOMMENDED BY TIiE PRODUCT of Sou thern Cal i f orn ia ELEVATIO��I =742.�98 FEET h1ANUFACTURERASAPPLICABLE. ESTIMATEf� START�AT� �F (�PA.�lN� A�AR�F�, 2Q�.7 ESTIMATED GOMPLETION DATE OF GRADING JUN, 2007 (SUBJECT TO APPROVAL OF PLANS) GEOTEcfinlicA�. ENGINEER�S STATEMENT OF COMPLIANCE; GF2ADING AND DRAINAGE PREPARED BY: GEO TECH ENGINEER APPRCITY OF DIAMOND QAR LEGAL DESCRIPTION: °TtiIS PLA�•d HAD BEEtd REVIEWD BY iiU ASSOC. 1NC. Af•dU f�ONALD J. INMAN & ASSSJ:��.E. � LOT#13. TRACT#37873 IS DEEN�� TO E3E I�d ACCORDANCE WITH 1HE RECOMMENDA1IOfJS �r �.`�'!1 � HU ASSOCIATE INC. ' _ ��' �,,r� REPORT(S) DATED j -��' �^ , PROJECT I JO. l,- 5'13�1 FOX H I LL AVE. ., A .-�J��'�E�,�� 11955 RIVERA ROAD oAv►o . .� .- � ^"' � RA D I N G & D RA I N AG E P LA N OWN ER: � �:�VIEW WAS LIMITED TO TH GEOTECIiNICAL ASPECTS OF Tt IE BUENA PARK, CA 9�b��40�'�� a' � G uU , , , = SANTA FE SPR�NG CITY EIJGI�JEE DATE KUMAR PL�1iJ OtJLY WE MAKE �JO REPRESEf�!rATI��J AS TO 1 HE ACCURACY 714-521-0554 i�'�. � � ^�' OF DIMENSIONS, MEASUREMEfJ-fS, CALCULATIONS, OR/�•--. �' `Y �-��8��` '° CA 90670 PORTIOtJ OF 1 D IGN." ,,;�''QQ10F� ' ,�, El(P. 12/3l/200� ,� 13535 FLATBRUS . fJORWALK, CA 91765 �`s' � PH: (562)696-6062 PHONE: 562-556-1703 TITLE SHEET I��p�� `,�, RLAfJ REVIEWED BY: REVIEWD E3Y: - , i��E1V0. ;T''� �� F v��0�'� , HALL 8�FOREMAN, IfJC. ��' _ _ _ _ ,�.I/n f d I N T H E C I TY �F D I AM 0 N D BA R REVISION#2 DATED: 10-18-2Q^� DlC1E: �' � ; '� 9130ANAHEIM PLACE, SUIT -120 _ __ ___ _ SITE ADDRESS. REVISIO�J#3 DATED_12-27_2006 �� * ��' � I11� � C• ��a `eZ'.Za'4�' RANCHO CUCAM0�,�6A, 1730 1196 CHISOLM TRAIL DR. scA�E: raorvE PH: 909-919-7800 � DIAMOND BAR, CA 91765 � � DOf�AL J. INMAN R.C.E DATE ` � "'�'� � RICHARD HU DATE ,'�? , �� JO�J BOURGEOIS _C.E. 30242 ��i C:\�UTOC/-1UPROJECTS\KUI°1AR PROJECT\CIVIL-SUBMITTAL2000.D�VG;-�'. 6 3:08:1�-� Ph1 _ D E - ;-�_ _ .- 960' • � A - X 'a 'a W � 3 r` � 955' _ 1200 mm c�,�B�� 1200 mm cuRe� � � (4')MIN (4')MIN Y � X � � � ' 950' — � � BORDER k�o� W � � � APPROXIMATE LIMIT _ �g� ❑F PR�P❑SED BUILDING • Y 2� 25 mm(1")CF �'P RIVEWAY 945' -- / � w i EXP JT EXP JT BCR 940� I X W ._�.i___�.` � . � SECTION A -A �� r�� 935� A 930' • TYPE A . N �� ABBREVIATlONS: � � " � A URB FACE mm X mm Y mm WPJ WEAKENED PLANE JOINT 925 . r� WPJ ��;:�1;.' ...,.�^.,,� _ 50 6" OR LESS 900 3'-0" 1200 4'-0" 7��••JK�:�•'+�`'4��' ,.i��}•.r�:� EXP JT EXPANSION JOINT i��F:��n;.,��:5,f;'i:;�ti;a,°=A�,.�.r.:. 7REE WELL C`_::.a.+. L*-. 75 7" 1050 3'-5' 1425 4'-9" �� BCR BEGINNING OF CURB RETURN 920, �` ,�r�;}�;�,4� • a 1 2 0 0 m m c R a o E e R E a c s E C R E N D O F C U R B R E T U R N �vr;',-`w:y:;.. �a')MIN ao s° �20o a�-o• »o 0 5�-s•� wP� P R O P O S E D G R A D E "��r - - 25 9" 1350 4'-5' 1950 6'-6" UTILITY POLE COM PACT F ILL H� � 50 10" 1500 5'-0" 2175 7'-3�� SLOPE= 2:� M� Y 75 11" 1650 5'-8" 2400 8'-0" EXP JT g 15' � -- 00 12" ORMORE 1800 6'-0" 2625 8'-9" yyp� BENCHING �� ."�' �r EXISTING GRADE � 910' , // EXP JT ECR �� EXP JT . I x l W . t x � � PROPERTY UNE 905' : MIN.H/3 /� r T �r --_� N OTES: m . � 1. RESIDENTIAL DRIVEWAYS SHALL BE 100 mm(4") �� 900� MIN.H/3 �� A � � �l THICK PCC. ,�g� � � � �ENCHING — � � 1 TYPE 8 y, COMMERCIAL DRIVEWAYS SHALL BE 150 mm{6") $95� � A THICK PCC. CURe RM1P ' W \ � � \ � � � � a = 12' (AP NTj' /j� 30 FT INTEGRAL WRB r� 3. WEAKENED PLANE JOINTS SHALL BE INSTALLED � ' -+ 8 9 0' � • AT BOTH SIDE OF DRIVEWAY AND AT � � � � � � � � /� 1200 mm APPROXIMATELY 3000 mm(10')lNTERVALS. W � � a = 21.�J' APPARA�1T (4')MIN NOTES 885' BOTTOM OF -- GRA�E BP.E�KS 4. CURB FOR TYPE C DRIVEWAY SHALL BE INTEGRAL 1. WEAKENED PLANE JOINTS SHALL BE USEO FORALL JOINTS,EXCEPT THAT EXPANSlON JOINTS \ � � ?C' (TRUE) � • AND MATCH AOJACENT CONSTRUCT{ON. SHALL E3E PLACED AT THE BCR ANO ECR IN CURB,GUTTER AND SIDEWALK,AND AROUND UTILITY a = �9' (APPARANT) CAISSON Y R o cF R POLES LOCATED IN SlDEWALK AREAS. 880' 5. REFER TO LOCAL DEVELOPMENT REGULATIONS 3O' (TRUE) � FOR Ah4ERICANS WITH DISABILITIES ACCESS 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGUTAR INTERVALS NOT EXCEEDING 3000 �O// �FT FULL CF REQUIREMENTS ANO MAXIMUM PERMITTED mm(10')IN WALKS AND 6000 mm(20'j IN GUTTERS.JOINTS 1N CURB AND WALK SHALL BE ALIGNED. 87g' . DRIVEWAY WIDTHS. �� W 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPERATELY FROM SIDEWALtC � �� 6. DIMENSIONS SHOWN ON TNIS PLAN FOR METRIC g]p� � AND ENGLISH UNITS ARE NOT EXACTLY EQUAL 4. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL BOTTOM OF VALUES.IF METRIC UNfTS ARE USED,ALL VALUES.�F METRIC UNITS ARE USED,ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC O A VALUES USED FOR CONSTRUCTION SHALL BE VALUES.IF ENGLiSH UNtTS ARE USED,ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH CAISSON METRIC VALUES.IF ENGLISH UNITS ARE USED, VALUES TYPE B ALL VALUES USED FOR CONSTRUC710N SHALL � , BE ENGLISH VALUES. S E CT I O N DRIVEWAY APPROACH PER APWA STD. PLAN NO 110-1 W=23, X=4'6" SIDEWALK PER APWA STD. PLAN 112-1 NOT TO SCALE _ 'NOT TO SCALE• 'NOT TO SCALE' Z � _ N � . '� - . � � . _ . W � TYPICAL FILL OVER P�ATURAL SLOPE Q � NOTES: � FILI COMPACTED TO A MIMPAUN OF = 150 M � ' • 90°,G OF ITS MAXIMUT�DENSITY � 1. LAST NUMBER IN THE DESIGNATION IS THE �� 6^� CURB LqVE CURB FACE(CF)HEIGHT,mm(INCHES). . , � ' OAYLIGHT UNE SHOWN � � 2. TYPE A1,A2,A3,ANO C1 SHALL BE - ON GRADING PLAN F� '�►� �� CONSTRUCTED FROM PCC. STEEL GRATE � /BATTER 3:12 � ' �� (�j 3. ALL EXPOSED CORNERS ON PCC CURBS 6' i2' . �_�6i� y � NATURAL SL�E ��RG��p � AND GUTTERS SHALL BE ROUNDED WITH __ Z � i '�G�� A 15mm(1/2")RADIUS. Is'I � PROJECTED ��ip\�� --- � � O 4. DIMENSIONS SHOWN ON THIS PLAN FOR Q � 4"_P I P E S C H-8 0 _ � � 1:5 I MNC / ' - � h7ETRIC AND ENGLISH UNITS ARE N07 p- � % EXACTLY EQUAL VALUES.USE EITHER - / � BEDROCK OR FIRM � / FORMATfON MATERIAL � � METRIC OR ENGLISH VALUES,ns CONC-2500PSI � � � _——� �� O'MINIMUM o � REQUIRED,BUT NOT BOTH,EXGEPT THAT �� — �--- � v ASTM 615 REINFORCING STEEL MAY BE �+ � TYP�� A - 150 (6) AND A1 -ZOO �H� SUBSTITUTED FOR ASTM B15M STEEL `BAR�2 (TPYICAL) � �.. — —-- i 15'MINIMUM NOTES: � � � OR 1.5 TIMES 1. ON-SITE SUPERVISING GEOTECHNICAL ENGINEER THE EQUIPMENT TO VEWFY LOCATIONS AND REQUIREM�NTS FOR � 24' �' MAOTH,WHIG'�1E�'ER OPI-SITE BEP�CFptJG OF PROPOSED FIL_ � isc�a,�R VARIABLE I�EIGHT CURB TYPE A-1 PER APWA STD. PLAN NO 120-1 � 4, WFIERE NATURAL SLOPE GRADIENT.5 5:10R LESS, •NOT TO SCALC• [)ETAI L -D RAI NAG E T RE NC11 . � BENCHIMC IS NOT P�ECESSARY,UN�S9 STRIPPING DID NOT REPdOVC ALL COMPR.ESSI6LE MATERIAL OR 6 'hOT TO SCALE' D—2 I E3ENCNi�JG DETAIL WHEREITISCOIJSIDEREDNECESSARYBYTNE f SUFERVISRdG GEOTECHtdiCAL EhvINEER 'NOT TO SCALE' � VARIABLE WIDTH (3'MINIMUM) ��' �; '.�... - � - � . = I SEEPIAN ��FnvrzSS/p�,� � yQ��p1� RASTF �Fy'. co . . . r . . ��. . ••. •��..t. •u.•':� . •.� •� •s�� • t4 r'9� G, 'Y � .�: . r•�� . �.. ..�� . .lna` " - e _ - � w �;•• . .' . .__ •� / ,Yy -`" No t333 � �• 'a:�3 1 � •:.w '. NOTES: �.. ...� •i i. . .• .,. - ,o�D � CONCRETE BLOCK WALL DETAILS AND CALCULATIONS '�'�• � �� • •' � e . .. . \� � . �•. •• .• •. • , : ' ?� . , _ s> C�nt ,.Q- �� •'� � TO BE PROVIDED TO TF�CITY PRIOR TO ISSUANCE Of ^ •�"'"� '�' � •3 • :• '�..'• 'i • �1` �f • *.P��,�.. . �3 � � WALL PERMIT.ALL RETAlNING WALLS SUSJEGT TO j ^�•�w�;�� '.�� • � ;.� .'' _ ' -- � / , p SEPERATE REVIEW AND APPROVAL BY TFE CITY OF � .� ��.. � � - � �:�;,, �` • • • •• ` ��L'� �' � � DIAMOND BAR A SEPERATE WALL PERMIT IS REQUIRED Z •,.�.ti��'s��.�•i'•��t�y •.�. . .��..� v�� ___ _ _ �''+riwt Mrti� � . • ...�a Plail�lat bECo.Rv1tM�Ed ili� 1'DIA FERFORATED DRA1N PIPE _ � � �'� � •;,�;••�4''1 ��j��*!+;•��I . ��:�t• :. - canfo�m�b�� W1TH CRUSHED ROCK WRIIPPED �� v a ��;� � . , h� .y�� 2 � 8'Ta 12'RaCK BURIED - - r �oiL an�i��1� IN FILTER FABWC ' � � w •. ••"_• • •�•�' ♦�'� 6'INT012'THICK GROUT -� � -- - ,.�: , O w ♦• �:.•1•.. � �� . , Rp01M�� .. � .,�. •r�� f. .1 BJ►�80 HNVIR03�I S'�Ii d.CON.SU7.TANLS�I�C+- � x � . �. . � , . •,,..': � c�:: ►-- ; ; ..,.. . ' L; •:'' - _ - Si�n.m� = W � M Q �r J •� •1� �� ,4:•1•: �� '� , �y Z � _ m'`, lL m ..:i•..•«��•�1�' �r �•. r. . :.. v►•.�. _ -_ ,' f,� i - = a � • ••��/��•��.Y1 .♦ " - , • f � N � Q ��• � 'ti NOTE: � ' �'� s..:Ki'�;� i3'_;E +n:? .�1.�"� �� • . - - . � . � ..r : / r:. ; _ . > `• •••• ti11NIMUAIRIP�iAP r ,� 7 1 ^ � • a -� ! • �.:�. THICKNESSISt? . , ��r � � �" }-'�� ..�� r'��l `a:`} - � i.��• � �,� � • �� t�� .- � . . - . t,�, .f _ , • �� • . . 9�'. -. s . y . '�. ' . . Vf�i��v�• •••,M•~ M �•.✓ f�•�• '•• ••r�� s �L•� -_ . . . ..:+. , `Q . � . 6 " � � •' _7�.1 �- — ,'- ' ' . ._.. ,. � . - _ . tc'. • ,.,� , + ' �l � ' , . � . '_ " �:. � . .� ' .—� . ' � . . . . . . ._ y:pr:_;.� �,=:��_�<i flLl VOIDS AROUP�D ROCS(S WITH CONCRETE MIX . - - DETAIL "B" -CONCRETE R1P-RAP - � DETAIL "A" - RETAINING WALL � 'NOTT05CALE' � " - - 'NOT TO SCALE' �r�oir�c Ar�o oRair�A�E PREPaREo eY: GEO TECH ENGINEER LEGAL DESCRIPTION: - _ APPROVED BY: � T�I L . N D RA I N A � � � LOT#13. TRACT#37873 DONA'_J J. INMAN & ASSOC, P.C. - HU ASSOCIATE INC., CITY OF DIAMOt�D L�� DI ��y� � •- i"�';`��,� � �O DAVID G. LIU / <I�� OWNER: - 513� :-OX H�LL AVE. �;-,F , � ��.� . _ 11955 RIVERA ROAD � '�'�t � E3 J E NA PARK, CA 9�6 �-" _'�O ��+ �� CITY ENGINEER ' — DA1[ — KUMAR � -� � SANTA FE SPRING � 13535 FLA7BRUSH AVE. ��/ v ,^.•' - '�, - N0.22/0 _ 'T�4,-rj2�-�55[�, �;� � �_118 g� Z �', - CA 9�s-T� " ' L-� � NORWALK, CA 91765 REVISION DATE: 10-18-200G • �, fJF?. 12/31I�008 � � _ _ - # E,�, * _ / FIALL�FOREMAN, INC. PHONE: 562-556-1703 FtEVISI_ON#3 DATED:_12-27-200� �;' �+►V,` `! ; . 9130 AtJAHEIM PLACE,SUITE-120 �;:- _.�� `'�� RANCHO CUCAti10NGA, CA-91730 1 N TH E C I TY O F Q IAM O N D BA S�A�E: AS S'�°'"�' � _ r.r ,.��_�� . P�� 9-9� 78�� ' SITE ADDRESS: � � C-I lB�g (�'�$�d� � � � � = 1196 CHISOLM TRAIL DR. � ON B URGEOIS .C.E.30242 DATE: � � D�NALD: . INMAN R.C.E DATE RICHARD HU DATE J _ _ o�aMorvo BAR, CA91765 C:\AUTOCADPROJFCTS\I'�UMAR PROJECT\CIVIL-SUBMITTAL2000.DWG, 8/ZI;'2006 3:29:15 PM ' � � _ - 965.00 . 965.00 9&5.Q0 - - - - - 96fi.00 ` -� r'_" - ' _ _ 1 � � - 960.00 �- - -- - -- - - - -- - - -- '- 960.00 96Q.00 - - -`_----..-==..ti-.._- --s - - ------� 960.00 � • \ 955.00 -� - - --_� - - - ----- - - - - - -- - � 955.00 955.00 - _ 35'-0"ABOVE FINISHED GRADE \� 955.00 _ . /�i ---MAXInv OM�LL�V9A�CE H `�` � � - 950.00 . �� 950.00 - 950.00 950.00 � � i i 945.00 / � - 945.00 945.00 - -- 945A0 i� i 1 i � � � - 940.OQ � � 940.00 940.00 -�I - - - f 940.00 � 35'-0"ABOVE FINISHED GRADE � � ��w �� _ i� � ,�,� Iz �z MAXIMUM ALLOWABLE HEIGHT � �' o -� o -� 935.00 � 935.00 - 935.00 �; �' 935.00 , � , '!� GRADE BEAM . ' . ' �_ - � 930.00 , - --- - - 930.00 930.00 - �- - r- � 930.00 � ' FF=26.26t ' F =26 6 FF=26.26 .�-- � �- FF=25.�t GRADE BEAM � .- PAD- � -- PAD=25.2± -2 . 6± _ � � PAD=25.76 � �"" -- 925.00 -- f�1�:59� -- = 925.00 925.00 - ------- _ �, 925.00 � _ �'�t� �._ ��-�� i��-I I�_'i�=_ --� I ��'��I i��_ I i-� +, r=1Tn1.1��I I�a i I.--; I�I r � -,I 1=!=-I!�=I I I--T^I i�_i �.,r ; �� -{I,_! _�i;r; -�; ' . !�;-i I!�I i :__ 'I!_i��+��,�,':"� � _ _ _ ,:_`,,� `1��-`I� ' I I �- ��-- � --� �--�-.� �� I - 920.00 �� - 920.00 920.00 7 rie:-�t � 1 --�,=�-_ . � , - - 920.00 -_I, ,,I - �.-{��--{�I�� I,�i I,-_��,___� � = � -;i_ '; �;�--i�� c=� ��+--� ►_ , FILL _ _- ��y,. I + � ��i(_��i�' - _ ✓ FILL I~ +..�rt - � -�+ - i =��= ... RETAINING WA1.L � '�• f -► � ,�.- ; . ' FILL '��1::�.-��..� r.. ..��..�...-- � - S 15.00 ' - �- .•��''"r � ------ 915.00 915.00 ______�_ (MAX HElGHT 6'-0'� F _ l 915.00 - PROPOSED GRADE � ,,.,,...• "r� _ � f'�R SEP€��€P�RNt1Y��"� � ,,,..• ( _ PROPOS�D GaADE ( ,,,,..••�'""'"r � EXISTING GRApE � ' 9 t0.00 ��r��w'-�'"� ` --- 910.00 910.00 -1 �-- 910.00 � �„..»�'� : ' �r�CONC.PILE(SEE STRUCTURAL __ _ - ,�.�'' SHEETS FOR SIZE AND DEPTH) 905.00 �-�.*� - -- 905A0 905.00 - 905.00 r� - �+' EXI5TING GRADE CONC.PILE(SEE STRUCTURAL � 900.00 - ..��'�� SHEETS FOR SIZE AND DEPTH) - 900.00 S E CT I�N A - A' S E CT I 4 N B � B� 900.00 -- 900.00 ; � � __- �� SCALE: 1 " = 1 �' SCALE: � " = 10' ' � 895.00 895.00 895.00 - 895.00 - � - LOT #14 cn e t . 1 �. TRACT #37$73 �2 VACANT L4T � . -- � CONSTRUCTION NOTES: i � S 87'3'41"W 112.33' ' t.P. TE� � ` # ' � � , 1 ,''� � ` � � � \ , ` `t \ l ` `; `�� `� , • V+��T 1. CONSTRUCT A 4-12'TH1CK CONCRETE DRIVEWAY WITH 6X6-10/10WWM j � , + � � , t - - - . ' � , 1 � ; � ` .� ; 1 - - i / l 2. CONSTRlJCT A 4'THICK CONCRETE DRJ VEINAY APPROACH PER � + � � � : � ! / '� �` � } \` � APWA STb 110-1,TYPE-B,W=18',X=3',Y-5'PER SEPARATE PERMIT. N � �` 3. CONSTRU y � a'♦ , � ,i ~� CT A 4'THICK CONCRETE WALKWAY - W � ,�2 o t � � � �� , , ` � � �\ � � ; ��` ,,. 4 � �� ` z g30 Tg�� Q p i 1 ) � i ` '� ,' � \ ` � 1 c�� , � 27 Fl - ---- - - � °�' ` ) � � , '' ` ) ,� i i ` 92 40 w 930 ' - - � 1 � r � j `, � � cn • • 4. INSTALL NSDS 12' 1 � J � f � ` , � ; � t l f ��t i �t� � � 4 w X 7 ATRIUM GRATE MODEL- 1280 W!6'OUTLET ` 5. INSTALL 6'PVC SCH-80 STORM DRAIN W/4'CLEAN OUTS S=1%MiN, ; r l � � 1 , i � 1 � � i � � ,� �' ` � ! � � �, � ` l 1 ' 1 ', ,� �, ' I � AC PAVEMENT - _ a Q ' e�4� / I � '/ � , '; � •\ ; � � g �� ; '�` t 6. CONSTRUCT DRAINAGE TRENCH PER DETAIL Q2 ON SHEET G1 ; - � _ � / � � � ; ,, � ,l } ,,� � z � � { ^ j 1 A � �� / 1 t � 1 , � , ��' �, � 1 � d, i � 7. INSTALL 4'PVC SCH-80 DRAIN SAME AS�8 � � \ � , � , / ( - - ... . , W � �? J � 1 + j �y f � ` �2�,76�S �`� \, � �� ` � `� , o � 8. INSTALL 4`DIAMETER PERFORATED DRAIN PIPE WITH CRUSHED ROCK 1 ; � j J I ! ► W� �� WRAPPED tN FIITER FABRtCA PER DETAIL ON SHEET 1 � ` �� 9 } \y�� 92�68�S } ° � '1� 929.41 T� r� � � Q � - / /� ' " f FF= �5. ` ; �� 1 ; 92g•95�� V , 9. CONSTRUCT CONCRETE RIPRAP PER DETAIL'B'ON SHEET 1 � d 1 ; Q � � �899 � � r� � , � Q 1 � � ! � � � � l � � �94 � , � f � 10. CONSTRUCT CONCRETE BLOCK RETAINING WALL PER STRUCTURAL aNVGS , / � � f , � \ � 9 � � _ J � , , f � O � � � , -`j .- _ f/ � � 2 � 925.60 ; ; � � .. � � . � � PER SEPARATE PERMIT. � � ' � �J19.5 � ! r �_ _ �� ! ''; 5 _��' ' - ' � ' � ,� `� "-- � 11. CONSTRUCT CONCRETE PILES PER STRUCTURE DWGS PER SEPARATE PERMIT. PER pWG C-1 W � �� '_ I v- '� �1 � � 1 � f r� � t � � 1 � �`� �Q - ----- - - � � � � ' ' _9�'92 � � � � 4 `� , �� 12. CONSTRUCT 6'WIDE X 4'THICK SIDEWALK PER ,a � `�w�-�r�� '� 1 � J�� .�� !' � F�_ � .�, ��W � ! � _ � ' 2 Af'WA STD PLAN 112-1 SOUTH TO NORTN PROPERTY LINE . � _ � �� , -92 :26 , 9 �M -- � �-- - � .� ' � ' ' -- - _ ._ _ ; , i � ; ��'�� _ � ��' � � � f _- ' � i' ' . � � ' Q ' . . � 13. SLOPES SHALL NOT BE GREATER THAN 2:1 � �-- _ _�- /' � � ! � -_- � +d ; . .aa SlGa. - - � - - .�--'�- � �-� ��, _, � �.� i � � � � _ �- _ f � 2c� g � a � EXISSING _ , ` , - _ - . __ i - � I. ✓- � -' - � -� � ' i � • � - - - - - - _ , '� j � �l �!� � �,'' ? , : ' � r I a ,� �2%_ Z�o:. 2 SED - _ __ -- - ---- - J- / - - : � i � , �25J6 I�.1z°� , a: - �-� QEPRES VE _ ,: __ .�� _�`" � ��- /� � �:�- �_- f , � � 925$ !" '!-- � ''��". M� `� CURB R�M� i -- � �� -- � �f � �,i; - , s � ; , � � I . . p��E � . - �-�- / f �' . �/ " ��r ' � � � � Q� d dt. � �' B Q '.r� j _ �-�"'` � ' EVE�'YARl1- _�: �� . _ ' __ - , ��,��- � ;- . �� : .l � r _ -- �` �""�� _. i j AR�;4 4 /� /� ' _ llt r"' 25•5� ` 27,a� j a �.- ' �_ �� ,�� , �� , � - 4.491N �i - �t�8 TC _ 3 f-�" - � �i �� • 1��-� ,. �.,�-- J � • 92T.28 ; ,� ----^ `�,._--_._---` -"-1 ,� �` f�� ` i '2 �.� Q � � 92675F� . � 1 _ ��b �- g �- ' --' / i� � � , !r:FF13�5 I '" ii 92`�SS , r -- � --r"� _.��/�� -/ '' _ /� -.'.l � F � � ' � - - ��, -� � Us� A� _ . J'" �.� �-�'/�_ �2:73� ,,% g - � 925.8 925.7� _ `'2l' . - � � FS � � �,ti E ST R r c T E ! ` _.r� _ ' _ -•- �, �I / 'f� 894 .��925.64 F - ' t CURVE DATA � � •�b / y-, _,' �,, _ � - �.��6- �-- � �: i�-� . �� 22:78 ` . � m � � CA V � � �=5'21'30' , R=88.00' j � l , .., . J . - . -- ,�h J1�.Q�� .� ,..-�'�� i ,! �. '� 1' & 8 a -Jr�I J� YAU 3� L=8.23' i _ _ � � -�- - '`_ ' �- _ p,Id� Z 4 . . . � _� _ ' �2 T=�.,2' ' , �� - ��' ii , �� CLE � a Sp -' � ,ELEC RICAL ? 0 �!._---- _r `f� � '/� i �-" =� �/� ,`.�� '' ` Q,' .�v�;t%ESS�C BQ ♦ =4'35'43" � � _ � / p41 � �� " �'" � "ia a � _ -` � � 92T.00� * �.`�` �A / Q��' �- � ��Q��. � �~ " v ,�-�� 10 04 F� ` L.►NE ,�`�. y,�;�l k.1�T�, •t�; R=320.00' �. i � I ' � %/ ��,/�i� `�% � '_�� 2 .0 _.r---'- ( � - � 924.50 TF + g' UBIIC� � ti, � �, �=25.66' � � � �f _' � 4� _ z T= 12.84' N O R T H _ _ � ( ' . � �-, ' � �/ / /l `t��GJ Q�� "' 925.00� 927.00 N� � 3+�+��2 a°' f � � I �� f� �� '� 924.0a f �AQ FG . �_ � i cr'� '�� l �. � i �� /� �� 925.00�N`� 9?2.50 SF 92 _ � 1.0 � 24.501F � �� `�� =•.��' � � ., � � 92 g , ` '` '" 1 INCH = 10 FEET ; , / 924.00F �. � , ti`Y,_�,� GRAPHIC SCALE � _ _ � `� �` � , � � 920�a�� _ _ o \ � � 922.50 SF �`'L -�* 2� ; ; � �l r � . 1 s 919.00 TF � ° � 0 10 20 40 •G � \ 1�S � , � \ , ', � �2 ' �`_ c fo m a��af - _ _- -- -= e��_ - -- � � y.� , � � � , `� ,,�,�y�,, d r �� `� �� ; �` ` �� t I . .�� , ^1 - . . a . . �� _ ��`^'^'�` ' - _ __ - __-_ - .. :1 ` ` \ \ � ' .' � �C _ _ _ - j � � , � \ � � � . � �\, � p3.71' BLOCK RET A1NiN�W Ai. -. � ..... �'u�- 8y a80 HxvIIt�i�r�tc3.CONsuLT�►N15.L'�C w 2 GONG• � �� ' .` -� .:, Si � S 7,� ,�� 7 w EX1SSING L CJT #12 � __ . .. .� . T �.T-s {`: � � � 7 P NEW STRUCTIJRE � TRACT #37873 - � ; ,% - . . . � GF2ADING At�D DRAINAGE PREPARED BY: . GEO TECH ENGINEER � � ' APPROVED BY: ��Q ' N D RA I N A � p L�� LEGAL DESCRIPTI�N: � D4NALD J, (NMAN & ASSO�,;P �.`� :==�F�ssi�, � CITYOFDIAMOND A - LOT#13.TRACT#37873 � � /�,��,� t�,��,�� Q� �p� . � ;; HU ASSOCIATE INC., DAVID G. LIU � �1��'� � " 5131 FOX H(_L AVE. ,��- ��'D d- ��'�, ��, j�,� -o% - ��--"�- . -- - �' ,_ -- OWNER: ; A� 11955 RIVERA ROAD c�T,r EN��NEE DATE KUMAR B U E NA PARK, CA 9062;�1 8 �z � ; �¢ � , � , - - - - . _� _ �i� c-i�ss� � � �' c->>��3 ' � SANTA FE SPRING °F DF'� . - _ _ ; 714 �2� 0554 '' *, E,'tP 12/3l/2��8 � * Ex�.,�,�,;20,o,��; CA 90670 _ _- � i 13535 FLATBRUSH AVE •_ ' �� "°��'° �' IN THE CITY OF DIAM4ND BAR NORWALK,CA91765�" �\sl C�V�L ,�� , `S'r ��y��- �sr';'� ,09 ;¢ t.� �' HALL&FOREMAN,INC. • PHONE: 562=356-j703 = DRAWN BY: KUMAR ��j�D� f�!'�:"R 4TFOF CA�-�� '�3 '�* �� , * 9130 ANAHEIM PLACE, SUITE-120 . -- _ _ DATE: 8/15/2006. � �� ___ � ``� �,'��,��C,�'� RANCHO CUCAMO�dGA, CA-91730 • _ . ! ' -. � � C'��o g (,��.�,$•�6 �Y• FO� R V A �`-q��CAl1�� ` P •909-919-7800 - - _ - - -- ' SITE ADDRESS: ��slorrnA�: iais-2oo� DONAL J. INMAN R.C.E DATE �"6 - � 1196 eHISOLM TRAIL DR_ = �Evis�or�#s�arE�:�2-27-200� : ; � RICHARD HU DATE JON URGEOIS R. . .30242 DATE: I � � , DIAMOND BAR, CA 91765 . _ C:\AUTOCADPROJECTS\KUI'IAR PROJECT\CIVIL-SUBNIITTAL2000.D4VG, 8i2U2006 3:55:39 PM --- -__ ' - -. 3 . • • -- l - - - - -� - --- - - -------- ------------ - _,__=_ -=__ -- - - - -- - - - � _ _ ._. _ __ . �-�_ �_��_ __. _-- _.�� -- ------------- -- -- --- __- - ---- ---- - - --- - - ------- _- - --- -- ---� _ ------ ---- -___,.. -�. --_ =_-_-- _-- _ - _ -- - _-- --- - _ _ - - � � - � - -- - - - -- - -- - -- - _ - - -- - - - - � . � � s-3 / / � � � -#4BAR(TE�B) 40'-6' � 36"laAISSONS TYP.) ls, • W - INTO BEDROCK `"� _ U FOOTING AT GARAGE n IF USED � NOT TO SCALE n • ---------------�---------------------------------------- � � - � s , , � � . V .,.� Z z - Q � W J 0 � „ � � �- C/� � 0 4 x 12" BEAMS 36• •••■• �'"'� �' WOODEN FLOOR � J � � � � �� ~ � � . 3` � � � '1�' � -- � � � � Q � � � � � � � � M r Z� . _ � �� ,� 10 - #6 BARS VERIICAL � x W/ #3 SPIRAL @8'OC W � c� �?' � ..s _ _ _ �, � �r � � .... , 2 . � o �'` S, t� � � v, cn � GRADE BEAM � � � � .. cn (n in rn . z 0 � �; rn � -v °� 2 -#4 TOP AND BOTTUM t'� � o _ _ _- _ STE DN : � ~ ��.�� '�� w -� °'� z - - - �, 5.5" � '� � i N 2 -#6 E3ARS � � � NT� GRADE BEAh1) '` .p � i REVISIONS: N � W ,a � I °' � si22ioa � GARAGE AREA W 12/15/04 , INSIDE CLEAR � , � � (22'6"x20'G") � ��O � ¢ N I - � N � # 3 SPIRAL @ S"O.C. . 08/15/06 . � , . s-3 � � S-3 REVISIO�f�,�A'�Ef 10-18_2006 `� 4" CONC. SLAB #4 f':=c�ARS @ � � 12" O.C. 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ALL #4 REINFORCED BAR TOP & BOTTOM AS SHOW IN ABOVE B�;ENA P��R�<, CA 9 � �-�40�$8 � oAv�D�.uu � �/r7/o7 . DETAIL. ^' � 714-521-0554 'i.� �� 2i3v2ooe Q SRNTA FE SPRI SHEET# 1 c�nr�Nc��vEE DATE 2. 5 SACKS CEM�. 1T MIX SHALL BE USED li�J C4NC. FOOTING & SLAB r4� C�� ,�� CA 9�.670'� �� '`�l HALL 8�FOREMAN 3. � "� BOLT @ PER SCHEDULE AND WITt I 12" FROM EACH C.ORNER, �o� cA�_�F° - ,�Nc. - - ,�; - No.?240 9I30 ANAHEIM PLACE,suirE-�2o DOOR & SEWER PRIPE 4�,� � . RAtdCt 10 CUCAMONGA,CA-91730 u� „ - - �,� � PE � sos- s-7aoo 4. ALL SILL BOLT (1/2 ) SHALL BE MIN 7 EMBEDDED IN CONC. �\ � �* * ,►�e.� , c-��8�� ia.�.�� , �. 5. CONC PILES AS SH�WN PER STRUCTURE CALCULATIONS ,� ,., � � . 06: �q �or� URGEO! .C.E.30242 DATE:� 1� y 6. CONCRETE BLOCK RETAINING WALL PER STRUCTURE DONAL �. 1NMAN R.C.� DATE ' RI A�RD HU �-4.r=�1� E - C:\AUTOCADPROJECTS\KUt�tAR PROJECT\CIVIL-SUBMITTAL2000.DWG, 8/21/2006 4:15:21 PM - - - - - QF 3 l t � < ' � . O . . . . . . . . . . . _ . . � r �� . / ' / Qc�y � �� ,/ . 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Q • ' . v —_�__ • � , / g . • . � � � : � ° _�_�-�' � :� 2 .0 Q . . . . _�-�_ �- ' ' �_� � �- % QO� �;� 4 r.�'` RETAINIIJG N/ALL �5' fl F. �°.� <g20• :.� .00 �-�" •SEE SHEET C-2; % ,�_� al _,--- �� g�5.o '�-f �� . - � __.�--- �---f / � '�.�_�'— / P : _ � � v �_,�- ' APPROVED BY: � �� _�-�" CITY OF DIAMOND BAR� . P -J��'. . I �� -�" DAVID G.LIU / �/l7l0� �,�.�'� CITY ENGINEER DATE HALL 8 FOREMAN,INC. �/, I' ' 9130 ANAfiEIM PLACE,SUITE-120 �_�--_ . P •909- 9-7800 � `��,�-� RANCHO CUCAI�SNGA,CA-91730 G�r ' - . JON URGEOI .C.E.30242 DATE:� �' �1 - - - i- � - . . . � . . . . . LEGK DE�QiTIQt . . . � LOT 13 OF TRACT NO.37873 GRADING APJD DRAINAGE PREPARCD BY: G�O TECH ENGINEER o'�P"'�o� N O R TH MRS.AASHA KUMAR DONALD J. INMAN 8�>ASSQC. P.E. � � 13535 FLATBUSH AE 5131 F01� !-�ILL ��`'�'' `5"'��` HU ASSOCIATE INC,, NORWALK,CA90650 _ - - - � � � - . - 1 INCH = 10 FEET BUENA ''�RK, �` �21-�'' ��, 11955 RIVERA F�OAD SRE„��: GRAPNIC SCALE = W � � SANTA FE SPRING 1196 CHISOLM TFtAIL DRNE � 714-521-�554 � c-»88a �I �A 90670 ROF - DIAMOND BAR, CA 91765 _ - 0 1Q 20 - -- - _ - -=- - -___- -= 40 � EJtP. 12/31/20�8 � � Y - - --- =-_ � __-- - - __� _ - __ - _ �l' C/Vll- ��- ROSION CONTROL PLAN - - :� lf�F CALIFQ�� , N0.'�'�O IN THE CITY OF DIAMOND BAR , - . . . * �, -il * DRAWN BY: KUMAR _ _ . _ - � G-([gYg Io1•.Zg-�lo � •b tl�,�'�'G��1�'' DATE: 8/15/2006. D'ONA�. J. INMAN R.C.E DATE � - - RICHARD H _ ATE � --- C:\AUTOCADFROJECTS\KUMAR PROJECT\CIVIL-SUBMITTAL2000.DWG, 8!21i2006 8:31:55 PM -