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1626 DERRINGER LN (1)
- - - -- - - -- - - - - - - -- -- - :- ������ - - - - - - -- - _ -- _T �-_ _- _ _ _�_ _ �` = � , � � - . so d a PROJECT SITE '�tc � � 4 . e� - - - �oniv��t � � � j � � .aer� ,aad 3 �� � � VICINITY MAP { � � � � , NOT TO SCALE � I � � ��� N68'42P� s�'Qr� ,vs8�sz'231Y �u.o�• r--- -------- -- -- -------------------------------------------------- ------ _ , � , GRAD/NG GENERAL NOTES: ' � � 1. ALL GR4D/NG SNALL COMPLY W/7N THE PROIi/S/ON OF Cf�4PTER .33 AND .4PPEND/X OF THE C4UFORNIA � � ( � BU/LD/NG CDDE (2001� _ � � t � � Z I � � 2. ALL H/LLS/DE GR401NG W/TH SLOPES /N £XC£5S OF 10� S/�G4LL COMPLY W/TH THE H/LLS/DE � ; I M�1N�4GEA�lENT ORDiNANCE AND SNALL TYPIC4tLY NOT EXCEED 2.•1. � Q I 3. NO GR4D/NG ShG4LL COMMENC£ UNT/L A GR.40/NG PERM/T f�l4S BEEN /SSUED BY THE C/7?' OF � J I D/AMOND R4R. � ( 1 4. ALL F/LL SLOPES S/�ALL BE COMPACTED TO NOT LESS THAN 90� OF THE A�AX/MUM DENS/TY. � � S H E N R E S I D E N C E ' 5. SUFF/C/ENT TESTS` OF SOIL PROPERT/E,� /NCLUD/NG SO/L TYPES AND SHEAR STRENGTNS Shf�1LL BE �t�l4DE ,a,r ,r,r � � � DUR/NG GR4D/NG OPER4TlONS TO VER/fY COMPLL4NCE W/TH DES/GN CR/TERlA. THE RESULTS OF SUCH � � � T£ST/NG Sl�4L.L BE REPORTED /N THE F/NAL AS-GR4DED REPORT (PREPARED BY THE APPUGWT AT H/S i £XP£NSE), OR UPON REQU£ST OF THE C/TY. A M/N/MUM NUMBER OF F/ELD DENS/TY TESTS ARE TO BE � � � A�(�4DE AS FOLLOWS.• W - � A ONE TFST FOR EACH TWO-FOOT VER77C�IL L/fT. � � g�W gI B. ONE TEST FOR EACH 1000 CUB/C YARDS OF A�t41FR/.4L PL4CED. f �� �� � T N I S �C� T C. A SUFF/C/ENT NUMBER OF f7N/SH SLOPE TESTS TO �ER/FY COMPACT/ON OF THE SLOPE SURFACE. Z �� �, � • 6. NO f7LL SKALL BE PL4CED UNTIL STR/PP/NG OF Y£GETAT/ON, REMOV,4L OF UNSU/TABL£ SO/LS, AND � � � � � � o � �.� �I /NSTALLAT/ON OF SUBDRA/NS (/F NEEDED) /S ACCEPTED BY THE SO/LS £NG/NEER OR ENG/NEER/NG � ' � n GEOLQG/ST. � �i ZI Z� G� 7. NO fTLUNG ShG4LL BE PL4CED UN77L THE PL4CEMENT 4F £ROS/ON CONTROL ME4SURE FOR THE PR�/ECT /S f � � • ACCEPTED BY 1NE C/TY. e � � p� a � t � � � u 8. THE UNDERS/GNED CML £NG/NEER HERBY STATES THAT THESE PL4NS W£RF PREPARED BY HIM OR UND£R H/S SUPER�I'S/ON AND TF�G4T THE PLANS CONFORM TO ALL P£RT/NENT PROVIS/ONS OF Cf�G4PTER 33 I � � AND .4PPEN0/X, EXC4�AT/ON AND GRAD/NG, OF THE CAL/FORN/A BU/LD/NG CODE (2001). i • � I � �' `��72 /�-s_�/ � • � REG/S ED ENG/NE£R R.C.E. QAT£ � � � 9. APPROIiEO PROTECTNE ME,4SURES AND TEMPOR4RY OR4/NAGE PRO�/S/ONS SHALL BE PRO�/DED TO � � PROTECT AGt/O/N/NG PROPERT/ES FROM DEPOS/T/pN OF MATERlAL OR DNERT�D fZOWS 80TH DUR/NG AND ` � � AfTER ALL Pf�ASES OF CONSTRUCT/ON. I � ( - � � 10. ALL OfFS/TE' /MPROIiEMENTS SHALL BE COMPLETED TO THE SAT/SFACT/ON OF THE C/TY ENG/NEER. � � � 11. ROUGH GR4D/NG C£RT/F/GATE MUST BE S/GNED BY SO/LS AND C/�/L £NG/NEERS OF RECORD AND ( � f p. APPROV£D BY THE C/TY /NSPECTOR PR/OR T4 /SSUANC£ OF BU/LD/NG PERM/T5. � � - ---� - _ - � _ . � I � - - � 12. ALL CUTS' ShG4LL BE OBSER�ED BY THE ENG/N£ER/NG G£OLOG/ST OF R£CORD DUR/NG GRADING SO THAT - `'_ ANY AD�ERSE COND/T/ONS C,�W BE RECDGN/ZED AND CORRECTED. � r--- � � N68'42 27 642.07 ----------------------�-- --------------------�---�-�-�_�--�-�_��_��_��-�-N68'4'�'�3'M� 264 0�' - t PROiPER1Y UNE �� 1 . ANY MOD/f1C4T/ONS OF, OR Chf�WGED /N, THE .4PPROVED GRAD/NG PL4NS MUST BE APPRO�ED BY THE «�' � �.� C/TY. ,,car ,�ar - W 14. ,4LL GR4DE0 S/TES MUST HAVE OR4IlW1GE SW�4LES, BERMS, ANO OTHER OfZ4/I1G4GE DEYICES APPRO�ED � � AT THE ROUGH GRAD/NG STAGE. � - � Z 15. NQ ROCK OF S/A�/LAR A�WTERlAL GREATER ThG4/Y 8 /NCHES /N OL4MET£R WlLL BE PLAGEO IN THE FILL � � J � � i UNLESS RECOMMENQAT/ONS FOR SUCH PL4CEMENT HAVE BEEN SUBM/TT£D BY TH£ SO/LS ENGlNEER � _ AND APPROIiED /lV AD�.4NCE BY THE C/TY. � � 16. GR4D/NG OPERAT/ONS MUST BE CONDUCTED UNDER THE CONT/NUDUS OB.SER�AT/ON OF THE SO/LS `�� � ENG/NEER AND/OR THE ENG/NEER GEOLOG/ST OF RECORD. � - » £XG'AVAT/ONS FDR STAB/VTY KEYS' AND REMOVAL OF UNSU/TABLE SO/LS MUST BE OBSERIiEO AND SUSMP NOTES.• CONS TRUC T/ON NO TES/QUANT/T Y ES T/MA TE,' Z � ACCEPTED /N WR/T/NG BY TH£ SO/LS ENG/NEER OR ENG/NEER/NG GEDLOG/ST OF RECDRD PR/OR TO THE , �I PL4C/NG OF fILL J. Determine dc p�ovide the p�e dc post deve%pment pervious ar�os � ---COti�'7RUCT.3'AC 012�R 6'AB ORNFii'AY PAYI'N� � � 1�79 .SF , , s��eated by the propqsed deve%pment * o W V� 18. TH£ SO/LS ENG/NE£R AND/OR ENG/NEER/NG GEOLOG/ST OF RECORD MUST DOCUMENT AND ACCEPT Q ---COIKSTRUCT SLOPE W.4CL SECllON C PER OETA/L ON SHEFT.� 80 LF - • W Q ROUGH GR4D/NG BY F//1f�1L R£PORT PR/OR TO APPRO�AL BY TNE C/TY. THE F/l1lAL REPORT MUST /NCLUDE LEGEND '' '� � � AN AS-GR4D£D GE4TECHN/C,�IL A�G4P. Q ---CON57R[/CT R/P/R4P PAD PER DETA/L ON SHEEI.� Q ?41 SF. POST QEVELOPMENT 2 � O ---�� '����� �p���� �� 1.�7 Lf. D/RECTION OF FLOW �- W �1 19. THE SO/LS ENG/NEER AND/OR ENG/NEER/NG GEOLOG/ST OF RECORD MUST �lA/C£ A F/ND/NG /N /mpeivious Areo --- 0.29 Ac�es, Percent /mpervious --- 21R' SQ ---/NS'TALL 18'x18'NOS G4TCH &iS/N AND flTl/NG£ �p Eq �. � � ACCORDANCE W/TH SECT/ON 111 OF THE LOS ANGELES COUNTY BU/LD/NG �'ODE FOR THE �RADED _ _ , BL4CK WALL RETA/N/NG r S/TE PR/OR TO APPROVAL BY THE C/TY. Pervious Arev - - 1.10 Ac�es, Percent Pervious --- 79.Y O6 --/NSTACL 1? NOS TRENCH OR4/N. )�5 � � � --i�sr,4c.t s'PVC SCH. 40 P/PE AND f1111NG5 2Q 1415 Lf. 6' HT. PROPERTY WALL _ �_ � O. FOUNQA710N AND/OR WALL EXC,A�A170NS �lUST BE OB.SER�ED AND AGGEPTFD /N WRlT1/IlG BY THE PRE DEVELOPMENT ---Cn�57R!/CT RETA/N/N �= � . SO/LS ENG/NEER OR ENG/NEER/NG GEOLOG/ST OF RECORD PR/OR TO PL4C/NG STEEL OR CONCRETE. O G W� � ���� �, �M? � /mperv;ous Areo --- 0.01 Acres, Percent /mpervious --- 1x O9 ---CD/ILSTRI�T WALK PER ARCHS PLANS PROPO � 21. A REG/STERED CML £NG/NEER ShG4LL SUBM/T A GR4D/NG C£RT/FIG4TE" TO THE C/TY ENG/NEER NO � SED ON-SITE STORMDRA/N � �LlORE TflAN 10 WORK/NG DAYS UPON COMPLE77'ON OF F/NAL GRAD/NG OPERAT/ONS. CERT/F/C.ATE OF Peryious Areo --- 1.38 Acres, Percent Perviaus --- 99.� �0 --�ANOSCAP£�IREA PER ARCH'S PLAKS & GATCH BASIN WITH MITIGATION DEV/CE � CUPANCY ShG4LL BE /SSUED SUBJECT TO THE C/TY ENG/NEER'S APPRO�AL OF SA/D ENGINEER'S 1Q--�4UT0 COURT BR/CK PAYl/V6 P£R ARt^,HS PI�WS CERT/F7C.ATE. F/lld�iL GR40ING MUST BE APPRO� BY THE' ClTY BEFORE OCCUPANCY OF BUl�DlNGS LQT AREA: 96,454 SF. 2.21 AG. - ------- " wrcc. eE ,acc ow� 20 0 �0 2a �o so Q-=�aowv,s�u�s �x,�ys�ws --- 4 PVC. PERFORA TED P/PE �, AIOD/f1ED ORNEWAY PER APWA STD. PLA/V 110-1. � SEPARAIF PER,I//T ? EA 22. THE SO/LS AND GEOLOGY REPORTS PREPARED BYSOQS dc GEOLOGY GROUP AND LL4TED.• 2. An modificotions to the a - -_ - = OO BU/LD/NG LINE y pp�oved SUSMP p/on must be resubmitted � ---/l►rSTA(� 4'x6'PVC REDUCER 2 � � 1 f-O 1-06, 02-02-07, 03-08-07 11-01-06 07-13-99 f 0-22-97 07-14-97 dc 0.�-18-97 �� ��, � Q to the City of Diamond Bo� Department of Pub/ic Works � ShG4LL BECOME A PART OF TN/S GRAD/NG PUW AND ALL� RECOA�lMEl1iQATlONS -------- PROPERT Y LINE CONTAINED TH£RE/N SHALL BE STR/CTZY ADHERED TO. .3. A copy of the approved SUSMP p/on must be in the possession of o 1 inch = 20 f� Q---/NSTALL �F'PV� P£Rf'OR4JFU P/PE/N 1 CU. FI. OF SO/LS £N6✓NEDP A�PPRrJVFD 1Q�5 LF. GRAPHIC SCALE �« ��� M'R4Ppm W M�RA�7 140N f1ZTDQ Fi4BR/� lNV. PER PLAN. 100----- PROPOSD CONTOUR �espons�b e pe�son ot o// times. ---/�T,q� ,�' '� y �5'/N PER 8RDi0KS PRODI�CIS 3636CB li7'TH .�636 f EL 2,3. A COPY OF THE GRAD/NG PERM/T AND AVPROt�E77 GRAD/NG PL4NS MUST BE /N THE POSS£SS/ON OF A 4. A// structu�o/ BMP s sha// be occessib/e for ins pection dc m oi n t e n o n c e. , T 2 R E S P O N S/B L E P�E'R S O N A N D A�.4/L 4 B L£ A T T H E S/T F A T A l..L 7 7 M E� 24. f/NAL GRAD/NG MUST BE APPROVED BEFORE OCCUPANCY OF BU/LD/NG5 W/LL BE ALLOW£D. 5. P�o� to comme�cerr�ent of ony wo�k within the rood right of woy �---�n�srAcc �'RnlJNQ BRASS GR4TE P£R NDS PROQGCTS OR EQU4L ro.o' c MAX. Fl/L OR CUT and/or connection to county mvintoined storn� d�oin, on encroochment SOURCE OF TOPOGRAPH/C DA TA: Q--/IVST.4[[ 4'ATR/UA/ GR4TF PER NOS PRODG�^TS OR £4l,41L. 3� 25. THES£ PLANS KAV£ BEEN CH£CKED BY TH£ C/TY OF OL4MON0 QAR 4NC}' f�?R CONFORMG4NC£ W/lH Permit form Pub/ic Wor/rs or �equi�ed ['(909� 369-56T 1J , os we// os C/TY STANDAROS, COMPLlANCE W/TH DE�EZOPMENT COND/T/ONS ANO FOR GENERAL CONCEPTU�IL, proof of permit from the Los Ange%s County Constniction Division, �d�l��i�?A�'H/� �'Ufi VE'Y' Pfi�ODU��'� �Y (�9 ---CONSTKIlCT PA�FD S��4CE'P£R lYALL G7lTTFIP ON SLOPE it'.4LL SE�'TR'IN t-1 DETA/L ON Sh�T.� 76 Lf. AP'PRO�AL OF THE OR41AG4GE AND PARKWAY /MPRO�EMENTS SHOWN HER£ON. NO DETA/LED Permit Section �(626�458-31.29J KENNETH A. W/LCH & ASSCaC. CONSTRUCT SU�t/P PUA/P STATXON IY/1H .38'x39'x.�f'DEEP SU,iIP P?AND A/ODf1 61f IL4EZLER A'/A/PS � EA �,IATHEM64T1C,At. CHECK WAS MADE FOR THE ACCURACY OF THE EXIST/NG OR PROPOSED D/MENS/ONS, � � W/TH CH£CK �ACVFS OR�PPRdV�'D £QUAC. CONTRtJLS PRb1�CTNf DE.VII'.�ES AND 1YlR/NGS Tt� 8E'DYST,4tt£D L/NES, OR GRADES SHOWN /NCl.UO/NG ALL EX/ST/NG UT/UTIES SHOWN OR NOT SHOWN. 5. Prior to commencement of ony .work ond/or dischorg e to o wotercourse, By Ql�4L/f7flEp GC,ENS£p EZ£CTR�AL G10NIR4CTARS a perr»it from both the Co/ifornio Department of fish ond Gome ond . - CONSIRUCT W.4TER W£LL ENCLOSURE S7RUCJUR� � Ea GRAD/N�. 26. CONTRACTOR ShIAL.L NOTIfY THE C/TY £NG/NEER'S OfF/CE AT (909) 8.39-7040 fOR7Y-£/GHT (481 • . a"my Corps of Engineers rnoy be required. Q- - EST/MA TED EARTHWORK HOURS /N AD�ANCE OF /NTENT/ON TO BEG/N GR40/NG. Z7, CONTR4CTOR S/�ALL COMPL Y W/TH THE G4L/FURNlA STORM W.4 TER BEST MGANAGEMENT PRACT/C£S BAS I S 0 F BAR i N G S: �`�-/�s'T'u1 6'P� C�tP 2 £� START DATE.• ��-01-2007 QUANT/TIES HANDBOOKS AND THE PRLjlECT'S STANQARD URBAN STORM WATFR M/TIGAT/ON PLAN (SUSMP) THE BEARING OF N21'17'33'"E GF THE CENTERUNE �`-��T� �� �AU�T � � COMPLET/UN DATE.�30--20D9 VOLUME (CUB/C Y.qROS) REQUIREMENTS AS NECESS4RY. 7. STATEMENT OF UNDERSTAND/NG OF DERRINGER LANE (PRIVATE STREET) PER TRACT �___�T� � �� � � N0. 24046, M.B. 789-76-82 WAS USED AS THE 'Et� CC�T 1,780.U 28. D/R£Ct ALL ROOfTOP RUNOFF TO P�'RVIaUS AREAS. As �he P�T £NG��g'gof the project, / hove �eviewed !`he Deve%pment BASIS 4F BEARINGS F�R THIS MAP. Q ---/NSTAGL 10'f'i�G` SL'� �!0 P/PEAND f'/TA'NG5 F/LL 2,580.0 Planning fo� Sto�m Wate� �4lonogement Monua/ fo� the Stondord Urbon LAND USE.• S/NGLE FAM. HOME 29. SUFf7C/ENT TEST OF F/LL SO/LS S/�lACL BE MADE DUR/NG TH£ GR4D/NG TO VER/fY THAT THE SO/LS Storm woter Mitigotion P/on (SUSMP), ond hove p�oposed the imp/ementotion � ---/A�57ALL �' W/DE GI�NCRE7F BLO�'K/N6 O f' Q� SHRIIVKA�E 185 CY. - PROPERTIES COMl�LY W/TH THE DES/GN RE4U/REMENTS, AS DE7ERM/NED BY THE GEDLOG/G4L of the pem�onent Best Monogernent Practices (BMP,s� opp/icab/e to BENCH MARI�S ZON�NG: R1-4D000 ENG/NEER /NCLUD/NG SO/LS IYPES, SHEAR STRENGTH PAR4ME7£RS AND CORRESPOND/NG UN/T WE/GHTS effective/y minimi2e the negotive impocts of the p�o�ect s storm woter BM No. G4626 E/ev. 1, 162.69' --REX/OV�"AND RECD/KSTR!!CT 12'SIR/P Of GY�NCRE7�' �DII�H f1�R -- IMPORT 885 CY tinoff. The se%cted 8MP's wi// be insto/%d pe� the opproved p/ons ond � D 6£ EFOI�i'E OR/LUIV� fOR M�fEP/�l'ILE ��_ Q OQPpFESS/p,y�l ., . -�ALUE TESTS ShG4LL BE CONDUCTED FOR ALL PUBUC .4N0 PRNATE RQADWAY /MPROti£M£NT5 TO os recommerrded by the product monufoctur� os opp/�co�b/e. OP�W BM TAG S CB .�OM,If E/D B6?O SE COR. � /DEN7]'FY THE M/N/MUM PA tiE`MENT STRUCTUR4L SECTION REQU/REMENTS FOR TNE S/TE, UNLESS , �����,� A�� �y s%o��u�vr� .�orcuN u� (Exrr� »,u w � ��,� SHEET/IVDEX. � 2 ERW/SE NOT REQU/RED BY THE C/TY. PLANS REVIEWED FOR THE CITY OF DIAMON BAR D BY: � No.4t729 ^m' 1. TYPE V CEMENT SHALL BE USED FOR ALL CONCR£TL` WORK CDM/NG /N CONTACT W/TH THE GROUND, HALL AND FOREMAN, (NC. � OTTERBE/N QU.40 2000 ADJ. SHEET N4. DESCR/PTl'ON ,k Exp.3-31-t2 � NL£SS 4THERW/SE /ND/G4TE0 BY THE PRalECT'S SO/L £NG/NEER. 17782 E. 17th St., Su ite 200 � NOTE ADD f�D8.2.3' Tf� ALL ELEY.qT/OltlS Tustin, Ca 92780 1 Tl'TLE S/fEET '�l.�r civi�. o�,�� 2. 6R.4D/NG AND CONSTRUCT/ON ACTN/T/ES, THE TR4NSPORTAT/ON OF EQU/PM£NT AND A�1�4TER,lALS, AND . TEL: 714 665-4500 FOF �p�1E . OPERATION OF HEAVY GR4D/NG £QU/PMENT SHALL BE UM/TED TO BE7WEEN 1NE HOURS OF 7.•00 AM. The fo/%w�no BMPs moY be used fo satisfy SUSMP requi�ements: �� } . .� Z GRADING PLAN AND 5.•00 P.M., MONLb4Y THROUCH SATURDAY. DUST G£N£R4TE0 BY 6RAD/NG AND CONSTRUCT/ON f, /nserts in catch bosins ond stonn droin in/ets to fi/tei storm wotei run oft` rior to REVIEWED FOR THE GITY OF DIAMOND BAR BY: 7 ACTNJT/E5 ShIALL BE REDUCED BY WATER/NG TH£ SO/L PR/OR TO .4ND DUR/NG TH£ ACT/VJTJES AND /N P � ' /�� �r,,�J t ����-� I� 9 3 GRAD/lV� PLAN dischor in to the oceon storm droin s stem HALL & FOREMAN INC. � � � � y / /� ACCORQANCE W/TH S4UTH CAAST A/R QUAUTY �1ANAGEMENT D/STR/CT RUL£ 402 AND RUL£ 40.3. 9 9 Y + �Y +Y� � 4 GRAD/NG SECTIDNS 9130 ANAHEIM PLACE, $,E. ,20 �oN;:E. BQURGEQIS RCE 3Q242 � QA�: W D i D N 4.419 C 3 473 8 0 RECL4/MED WATER ShG4LL BE USED WHENEYER POSS/BLE. ADD/11'ONALLY, ALL CONSTRUCTIO/V io/"��a 2. S t e n c i/i ng c o t c h b o s i n s o n d s t o�m drz�in in/ets with prohibitive lar�guage (such as• "NO RANCHO CUCAMONGA. Ca 9t73Q „ � EQU/PMENT SHALL BE PROPERLY MUFF£D TO REDUCE NO/SE L.EYEZS ���2 DUMP/NG - DR4/NS TO OCE4N) and / or grophico/ icons to discou�oge i//ego/ TEL• (909)919-7860 � GEOTECHNICAL ENGINEER'S A ENT APPROVED BY: LEGAL DESCRiPTION: 33. ALL EQU/PMENT STAG/NG AR£AS SHALL B£ LOG4TED ON THE PRaJECT S/T£. STAG/NG AREAS, ��' �J� dumping. CITY OF OIAMOND BAR LOT 20, TRACT N0. 2404fi, M.B. 789-76-82 AND A �'"'�'°`� OF COMPLIANCE NON-EXCLUSIVE EASEMENT IN COMMON W1TH OTHERS /NCLUD/NG MG4TERl,4L STOCKP/LE .4ND EQU/PMENT STORAGE .4REq, ShG4LL 8E ENCLOSED W/TH/N A .3. Regu/or sweeping of st�ets within the p�oposed deve%pment THIS PLAN HAS BEEN REVIEWED BY: ,. 6-FD�OT H/GH CHA/N UNK FENCE. ALL ACCESS PO/NT5 /N THE FFNCE ShG4LL BE LO�CKED WHENEI/ER FOR INGRESS dc EGRESS PURPOSES OVER THE PRIVATE THE C�NSTRUCTION S/TE /S NOT SUPfRV/S£D. � Provide trushcons and �ecyc/ing �eceptac%s o%ng pedestrion wo/kways SO(LS & GEO�OGY GROt1P STREETS SHOWN ON SAID TRACT N0. 24046 IN THE ✓ON E. BOURGEO/S R.C.E. 30242 QqTE CtTY OF DIAMOND BAR C0. OF L.A. STATE OF CA. 5. Post signs ond prohibitive /onguoge ond / or grophico/ icons to discouroge i//ego/ dumping. 17231 EAST RAILROAD STREET, SUITE 200 0��. 34. PR/OR TO THE /SSUANCE OF BU/LD/NG PERM/TS, A PRE-CONSTRUCT/ON MEE7I'NG MUST BE HELD AT 6. Uti/ize non-toxic esticides and ferti/izers in the /ondsco in oreos of the CITY OF INDUSTRY, CA. 91748 E PRQ✓£CT S/TE W/TH THE GRAD/NG CONTR4CTOR, .4PPL/C,�WT, AND C/TY GR40/NG /NSPECTOR AT P p� g project TEL (626) 964-2341 f/-/S •// WEN .SHEN LEAST 48 HOURS PR/OR TO COMMENC/NG GR4D/NG OPER4T/ONS. 7. P�ovide homeowners with informotion ond brochures out/ining good housekeeping AND DEEMED TO BE IN CONFORMANCE WITH 17�28 EVERGREEN PL p�octices fo� the use ond dispose of househo/d products. £ncouroge homeowners to use THE RECOMMENDATIONS DAVID G. �p+�' qTy OF INDUSTRY CA. 91745 35. ROUGH GR4DE CERTIF/C4TlONS BY THE PR4J£CT SO/LS £/VG/N££R Sf�ALL BE SUBM/TIED PRfOR TO non=hoz�rr�ous c%ning subsfonces ond to recyc% unr�onte� househo/d ho2a�'ous lN QUR REPORT(S) QATEQ 11�Ol�Qf � 02/021Q7 PRO�CT NQ.Qf-032 EG. CITY ENGtNEER � /SSU�WCE OF BUILD/NG PERM/T5 FOR THE FDUNDATION OF THE RES/DENTL4L STRUCTURE. R£TA/N/NG materia/s into o Countywide Househo/d Hozordous Co/%ction Center. REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE TEL: 626-695-1702 �� WALL PERM/T5 MG4Y BE /SSU£D W/THOUT A ROUGH GRAD£ C£RT/F/G4TE. PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY PLANS PREPARED BY: SITE ADDRESS: 36. f7NAL GR4DE CERT/F/G4TIONS BY THE PRQlECT SO/LS .4ND CML ENG/NE£RS SHALL BE SUBM/TT£D TO OF THE DIMENS(ONS, MEASURE ._; . CALCULATI � _ - Y 1626 DERRINGER LANE DIAMOND BAR CA 91765 THE PUBUC WORKS/ENG/NEER/NG ON/S/ON PR/OR TO THE /SSL,�WCE OF AM' PRQJ£CT F/NAL UNDET�IGRbUND S£RVl'CE /FRT_• No• REVISIONS DATE BY PORTION OF THE DESIGN. -� ` `'�"a�. . = B �E �1G[N - � /NSPECT/QNS/CERT/F/CAT£ OF OCCUPANCY RESPECTNELY. BEFORE COMMfNC/NG ANY £XC,�QV,4TION, THE CONTR4CT4R ShG4LL OBTAiN AN UNDERGROUND 1 REV. WAl.L G4YOUT ON P�N 4/t4/08 RA � ' � �`L J'I(`�F��'� r� � = GVIL ENGINEERtNG,SURVEYING, dt LAND PLANNING ,� �_�� 9�=?m y 2o E. FOOTNIIL BLVD., STE 234 G RA D I N G AN D D RA I NAG E P LAN SERV/CE ALERT /NQU/RY /.D. NUMBER BY C4LU/VG 1-800-227-2600. TWO WORK/NG LZ4Y5 2 REV. QUANTITIES• ADDED CONST. NOTE � � .- ,- 4� p 37. ALL SLOPES S!�lALL BE SEEDED PER LANDSG4PE PLAN AND/OR fUEL MOD/F/C,�4T/ON PL4N WITH /Y,4T/�£ GR4SSES SHALL BE ALLOWED AfTER TH£ /.D. NUMB£R /S OBTA/NED AND BEFORE THE EXC4�AT/ON WORK � 11 30 10 RA �<= =`- - -� ; � ARCADIA, CA 91406-2375 SHEN RESIDENCE /S START£D SO THAT UT/L/TY OWNERS C,A/V 8£ NOT/F/ED. THE /.D. NUA�IBER MUST BE 3 ADDED SIGNATURE BLOCK AND GONST. NOTES �' �=��`"Jj�'�� OR PL4NTED W/TH GROUND CO�£R, SHRUBS, 7 TREES FOR £ROS/ON CONTROL UPON COMPLE77'ON OF GR4D/NG, 02/03/11 RA �, � � =-� � TEL.(626)446-4449 FAX.(62S)446-656fi tN THE CITY OF DIAMOND BAR REPORTED TO THE C/TY ENG/NEERS OFF/CE WHEN C,�1 LUNG FOR /NSPECTION. `�- ,��_ � � OR SOME �TH£R .4LT£RNATNE ME7H00 OF EROS/ON CONTR4L SHALL BE COMPLETED TO TNE SAT/S/FACT/ON OF /.D. N U M B E R S W/L L N O T B E G N£N M O R£ T h�W 1 0 Q A Y S P R/O R T O S T A R T I N G E X C 4�A170N. � .l_�o r��.,,���.-:, -�; � � T I n E S H E E T THE C/TY EIV6/NEER. ALSO, AND Al1TO M G�T I� /R R/G A T/O N S Y S T E k! S H A L L B E /N S T,4 L L£D � ���-- , ,,, -���� � �' � c� _ ���c'.��.,��� o _ �- �� �� > >, , � � � !v S-l1 , , , - _ A?N BY JC. G�KD BY SGiLE 1 20 OR41Y171� N0. ` - REY/EWED BY.• R.C.E. - _- DATE r��-,.,,,�.� � _ -f-� , R4MY F. AD R.C.E 41729 DATE Qq� 04/14/08 REYI'SED 03/17/11 ,�Ig �Vp. �6�34 -SHT 1 G� 4 � I I � j j � CONSTRUCT/ON NOTES: � I � ( � Q1 ---CONSTRUCT 3' AC OVER 6" AB DRNEWAY PAIi/NG. I I I � � -� 6'�� � �'�'� O2 ---CONSTRUCT SLOPE WALL SEC7/OW C P£R DETAIL ON SH£ET 3. � ,32.AO' ( ,32.01�' o �''r�.v�w�7 i O---C�N,STRUCT R/P/RAP PaOD PER DETA/L ON SH£EI 3. i'irt O---INSTALL 4" PVC SCH. 40 P/P£ AND F/TT/NGS, SLOP£ P£R PLAN I 19.77' I 19.77' I � � _ � I � EXiSti�� v� ; `,,;,_ 5Q---INSTALL 18 x18 NOS C.ATCH BASIN AND F177]'NG5 SE£ DETAIL A NEREON , � I � P;%Sfer - ,�. O---INSTALL 12" NOS TREMCH DR,4iN S£E DETA/L B HfR£ON I I �� �� �� --INSTALL 6" PV�' SCH. 40 P/P£ AND F/171NGS SLOP£ PER PL4N 10 Pl,,: 6,� n �� � I �- I � -'�h� � Di�t _ _� ' I I � - - �--� TY UNE WALL i � O8 ---CONSTRUCT RETA/N/NG Wi4LL P£R S£PAR4TE PLAN � P£RM/T ' „ � ,-, PL4STER F/NISH W CAST STONE CAP ' �onc. Wolkwav �P I I 6,��� ' 1�� Y � - � I � „ ti ,2 � , � '; O9 ---CONSTRUCT WALK PER ARCH'S PL4NS PER SEPARATE PLAN & PERM/T. � ��� ��6� I I GTF � 4 � 4�� 4 ,� 0� 4� `��-� ' i p OO ---LANOSCAPE AR£A P£R ARCH S PL4NS � � I �- - � 389 G• �9 G• � ��o • �`ro PROPERTY �°�. UNE ; �0 G 1 --AUTO COURT BR/CK PAI//1V6 P£R ARCH'S. PLANS Op� 1. Fio-Gard Filter body is prefabricated from polypropylene woven � I � tDISON ���' T�, ,. �, , ; �,, - �' �� 68�42�23' ��� 644.0 ��J � � � � p���p���p monofilament geotextile. I - - - - ;.; i.,k ;` CE O---TYP/C4L DOWNSPOI/T5 p0� p0� 00� O ` ��' ti � s0 ' -A/DD/f7E0 OR/I/£WAY PER APWA STD. PL4N 110-1. � S£PAR4T£ PERM/T ������������� 3. Referetol a �li ationt ch rtllfore c t�c'hl basinteand(Tf ter 30z n I �� 6•�� ' �' � 388�� P TER ' �-- p0 �DO PP 9• � ��$�O I ��� 6`�� �"- CR'�' T�H � 38�--- P N -/NSTALL 4' PVC PERFORATED PIPE !N 1 CU. FT. OF SOILS ENG/NE£R APPIROVED �� 4. Filter medium shall be Fossil Rock,installed and maintained �n � �� � EXISTING GRDUND O 4 8 ' p0 � � � � � � � � accordance with manufacturer recommendations. I ( � ��'��� � P� � -�� ^ 386 ' � "' M' � ~' �'�'� ( ' � £ ��p�,� 5. Refer to Manufacturer's recommendations for maintenance � l/A!iL T I I .�• •� _ 1Q---/NSTALL 4 RDUND BR4SS 6/?ATE PER tVOS PRODUCTS OR E(�l.GI ro ra m. I � � � P 9 /NSTALL 4"ATR/UA/ GR4T£ PER NOS PRODUCTS OR £QUAL. 4 � I • -� ¢- - - - - �ti �� 9' � 6. Flo-Gard inserts may be installed without adsorbent pouches I I � �� � � ��'�A �6�'0o N�� U� 8 �---CONSTRUCT SUA/P PUMP STATION WITH 38"x38 x34" DEEP SUA/P P/T AND AlODEL I I � ` 621 ZOELLER PUA/PS W/TH CHECK I/�4L1/ES OR APPl7�DI/ED EQU�4L. CONTIPOLS, PROTFCTNE After construction, remove the sediment and install the � Q EXISTJNG DETECTOR CHECK ��,�0 _ ^ _`_ , _ F�'_ � °p ' DEY/C£S AND W/R/MGS TU B£ /NSTALLED BY UCENS£D £LECTRlC�4L CONTR4CTOR. adsorbent pouches. 6 I l/AL l� ASSEA/BL Y W1TH FIRE r---- - � - . . , � -/NSTALL 6" PV(C Cr4P. � I D E P T. C O N N E C T l O I V 1 �' ��� � -- -_ M/N. � � � • ' � � F lo-Gar d F i l ter inse r ts are desi ne d to fi t ca tc h basins wi t h I � � ��� 5 j _ _ __ _ _ _ _^__ _ INSTALL UT/L/TY I/IIULT. approximate dimensions shown. g , - -i;Ri7,?_ --- . -- �, I I f �,�.-- -• - - - � ` -� Q---/NSTALL PULL BOX. � 1 I �� � `.�'� ,�� M/N. 4 � � I �� a; � � �� 7 1.4 ,�ej� �� � '�.so --�� �- - ` - - - -- - - - M�- • - -- - - --� I I � 5�1 9 te � °� F , , 6• 1 � � i � � ��� �3�� � � 9 67' . ' ' FOSSIL FILTER �1 � I � � � � FLO-GARD � � s oo• �5 00�I �� � ? � Pl� SED � � EASEMENT LEGEND." CATCH BASIN INSERT � � � � � 5 � I � �' 6 5 NON-lIVTERFER£NCE W/TH OR4/NAGE OF OTHER LOTS /N TR4CT N0. 24046. I N STA L LAT I O N D E TA I L I I• C � �(G• i fI � D �9 NOT TO SCALE I � o , � ,- : E I V C E 8. , es 2 N 1 6 40 f�'� ,�8 �8�• KRISTAR ENTERPRISES INC. I �2� 3 2�''�-S 9 9 .�g 1 ' 3 8�? 6� , � &IS 377.00 F.F. � Q 6 P R N A T E S T R E E T D E D M 4 T I U N (D£R R/N G£R L 4 N E). M O D E L N O. F F-1 8 D _ F •s � ; j � 4 I P.O. B o x 6 4 1 9, S a n t a R o s a, I , � g , F/ F O O R 3 8 8.0 0 F.F. � O 7 PROHIB/TS THE CONSTRUCTION OF MOR£ ThG4N 1 R£S/DEN(CE AND REL4TE0 CA 95406 19.77 19.77 • • � � ; 96 � N£C£SSARY BU/LD/N6S ON ANY LOT. ���u'�s D ETA I L A� Ph: 800.579.8819, Fax: iy �� R/V N Z,� � , 1•�, 707.524.8186, www.kristar.com � `� .3a�,�dt I I --� ' J �' 4 F• Q Q8 R£STRICT USE AREA- R£STRICT BUILD/NGS AND OTHER STRUCTUR£S W/TH1N R.UA. I I �e� � � � AS SHOWN ON AND D£DlCr4TE0 BY A�41P OF TR4CT M0. 24046, F/LED /N 610iOK 789, � � I �s. •�� ; i ; oa ! PAG£S 76 TO 82, /MCLUSN£, Of d�(APS. � � � I W I � � E� �0 I �1 � ( � 00 � � EASEM£NT OF GENER4L T£LEPHONE COMPANY. •• a �L / I .83 T.O. SLAB �1 � N D�� I � � 6����, � � � � ' e � 1� EAS£MEM Of SOUTHERN C,�IL/fZ�RNd4 ED/SON COMPANY. � p� � � Cj I I � � M/N � � �I Z I W �, � � � , 96 � Q £AS£MENT FOR /NGR£SS AND £GR£SS AND PUBLIC UT/L/TY PURAOS£S: �'' I " J � � � � � � � �81 • 6 4 10.5' MAX F/L o � NOTES: I � 0 �� 0 8 4 0 Q EASEMENT OF DlAMOND BAR Wi4TER COMPANY (lN PRN�4TF STREE75'). � � wATE� � I I 61 F y g'�� � 3$ y. � ❑ � � . �5$ 5• 1. Flter out/et adapte� sholl be constructed from stain/ess steel Type 304. � � "W I � I� O( SERI/ICE wlil � �• � � F 5� 2R' ' F' f' � ., � 9 � - � � E4SEM£NT5 OiF SOUTHERN CAL/FORN/A ED/SON COA/PAM: 2. Frlter e%ment is constructed from polypropylene wov�en mono�loment --- - �.I-�-�- - - - - - - - -- - - Rl E � __ __ _- ___ _ -__ _ _ _ �' � geotextile surrounding a perforoted filter housing. Flter element shal/ not �1 I ''`� � '�-PROP. W.4TER SER�/CE � �� � 4 9 E4S£MENT OF SOUTH£RN CDUNT/£S GAS COAlPANY /N PRNATE STREET. ollow the retention of wofer between storm evants. ' I � �,� j� �Q ( � � FO TA/N gBP.�F 5� � i Fl LOOR 388.00 F.F. FOU A/ � M/ . � � -y. � ( ) � � ���p� � � � � � � A � � � � �`-`'J �a�5� n�o7F: UM/T5 OF THE RESTRICTED USE AR£A SHOWN ON TH/S 3. Filter �nserts are supplied with clip-in" frlter pouches utiliz;ng fossil rock � �, I � � ': N M/N. � PL4N AS PER S01LS REPORT FROM S01LS dr GEOLOGY QATED fi/ter medium for the coNection and retention of tro/eum h drocorbons oils � II , � y C '� I = � z� � l�l J 3 v � z 72, ` � � �° I 11-01-06 �r 02-02-07 dc greoses). y� �� � � � � � '�'�" ----'`��C'� � PROP. 4" S ER SERt�'C£ , �` '� e M/ � � � � rJ � c_, rT. . -�--- Q -�------- � ��b ` ' � � � 4. FloGard LoPro fi/ter inserts and fossil rock filter medium pouches must � Q I � f^ � ` � � be maintoined in occordance with monufacturer recommendotions. z � J 7 W w � � � �' ��6 �. Za 2�. R A � � I'� � 1 � �5 � 6 12 ER PIA�'� 5. OuUet adapter can accommodote out/et openings ot right vngles ond/or �Z Z I � � �0,��� � .� -� '� y' �$� 5 ' ' O �.�9. 87 30 S�OPE P botfom outlet openings. '� � " � i � . f 5 3 _ � - -�. 6. For o/ternote outlet odapter conFgurotions used for extreme/y shol%w � I I � _ 9 0.5 � �CONCRETE CURB. � a. �} ', ; 6 p * � i t�ench drains contact Krisfor Enterprises for engineering assistance. SIDEWi4LK �oo , MIN. � �� � � . , � I � , . . � � � ( 38�5 � R= _ �'�� l_, -�61� �" i i _ _____ --- - - EXT£ND R/SER _ . _ _ ��� -I � ,�/� -� 1 5� �• . _ - �S ' • ! a n A�OVE`- " -' \ � � ? I - '` i� � '� � E FLOW l � ` u � I � -� KRISTAR ENTERPRISES INC. 1 � L NE , : . P.O. Box 6419, Sa�rta Rosa, W Z � � g � �E 86.a� zL� � , � ! GF=37351)- � . �. I I I ,y�6' ` � F`� I � ,�,�0 �"' �/� 2$ i _ ..-- ._ __ -- - e o ` �� 3",�U�,1/TE O CONC. CA 95406 \ � , � _..� - - - - -�R����-- - wa Xa��oX�o w.w.�v \ � � I �� I �� s� eqs�E,�£nrr RES/DENCE � -- - - --- -- -- - -- Ph: 800.579.8819, F�: �� I ( � �5. �3 i ; � �. G• t� _� ( 707.524.8186, www.kristar.com . ,• � ,� I F. 3a6. 5 I � } �_ F�,, * F y opin� = _ ( CONCRETE TR£NCH ORA/N. ` « � Q . I I W I ` O 8 __ _ - -`'���,� _ 16. � � �5-- - -_ - - -- - - - -- SIO e 4 oVera - -- R£TAlN/NG w,4LL (SHOWN) �. .�.�� � � � � � 6 `�. �- _- -- , ', " W � � I � �n I I 5� 1 � � � � `�--- -_ 4 - - FIRST FLOOR ,�8.00 F.F h , ;\ .� ,� 3 I � � \ � ;,� >>¢ 9 � .�� 6 9s w �� 10 ,� PAI/EM£NT. •• ��/\;. I , � 8 r o � � M/N � h � � i � I� � � I ' �� '� 'p�. � � 3�j 8 � � �� �/ � I k � � FL� � , \ �-- - - � - � sso 1� o ��j i• �/ � �' W 3� �0 � � � � F ' o . •s , � _ / � • �,.r � I 1• � � �� - - - - - � 0 . o N. ;., . �. I a '� ( ( ��r � - : � � � a � � I � � � 1• ,�. � �. � I �� � ,��� �, i ,3�� '�0 � '�' � - , � � I � � p �G. e �0 l � 000, ,' .,/ ' � .� � I � � �� , � � o ,6 � . 0� � . �, , � � >8" WALL DRA/N �TH �� '� - , � oe o � - �T« ••• I I � ao ao ao 4'� 1 . � f 38 96 , w �'� � o00 �:•". ' � �. �� -RUBBER GASKET � � "�� "� ',^� "� � �p� �,'� 'h � ^N1 � ' �. 9 � y0 4 . c� : � �' � ' ' � M.4TER/AL. � � 1 � � ` ,�901• � 7 � 4 L_J �, 5p ► TO 796�TL �• . • . N.T.S. � � � �� � '/ � 1 � � i � I 1� � � �2 S 15X � I 3� f5• 4 � � $5' STRUCTU - F`' ' s� ' . I � \ o � . �, UTLET AD.IPTOR , �, ! � "� �' i I � . 1F� \ � -� ` 34. 12' � `I'! � �- \ F/LTER ELEMENT�HEATHED //N GEOTEXTILE � o . . . �•, ° L=304.9�' . � � �. � p � � I N68'4 27 38 610.07^ � - - -_- - - - - - - - - - - - - _ - __ _ .. • . � � � -� - --� - .. _ - - - - - � •/ � � ' '• '-. SLEEVE. SEE NOTE 2 � I I 1�$$ �� , 1 • . y 1 ,�1�� �,� 0� ��,� 5 '1 0 � � '��' •c�� 8 h c> , \ / � ' � I �FR B- �-- N68'42� 610.0T'l o � r�•'� "'� 6- o �F� ;0�o �. ;g� o �� Z -� s `� ,o 04 �.0� � 4 _.__ .. p � 6� 0 � . 1 0 �� SL OPE l�i4R/E�' � p p�t� �c,, -g • p o p� � ��.6�0 F.� �, M/N. , , , - . 0 =o� � 0' , t ��4�°� „ � __ FOSS/L ROCK ABSORBENT PDUCHES. 6.00 5.00 ! _ 0 � �� � "� �y0�0' r � ^� ,y0�1 2:1 MAX - ___ _ ,0 � �'� I h�'��o� '�' �8�6TT � o I � "� ^� � � 98 v� �y - �- _ m o �''��"�"q' - - - "�� � � � REMDI/.4BLE GAP FOR-�� t�,'~� ` � '�i, � • � ,� - _ � , - - --- � ��L �j W �� � PER/OD/C A/A/NTENANCE � - _ � �� , h ._ ;I? '` ,� �,�', �!�'?�'/i7h� I�-C,,' �vn,��P - ' 7 . �"� I ���� � �:�����,, o0 00' oo �� oo _, _ _ N 8 4 �,� i � p� PB oo __ __ _ 2.��I/3S� I �,.� y� � ,. � I � s4�0' ��.��� \���� ( cAry i ��� • ^��� � �,��; Ti'1e�,�'��;'� a� .� nC n ,��° .� Shed Tr� oraiw Rr�er � � -P_ROPERIY LdNE 6' HT. PROf}ERIY LlN WALL C � \ ir �� � � � F �� . ''� j ' .32.aD' � 32.O�D' R�X PL4STER F!NISH W/C,AST STONE CAP %�'��` n �� � ::w' ��\ 1 _�'� :.�,. A � � TRENCH DRAIN FILTER INSERT - _ ''� PER SEP9RATE PLAN dr PERM/T. , R � -�� � 19.77' 19.77' � , I ,� ,'�''� - �2'� � I MODEL NO. FG-TDOF12 -- -`��,,�► I ' " � I i _ ` � , � � �` � i I � � i , ;�- -_ _ _ . wRoucHr iRON i DETAIL BO � . � � FENCE ,,o�� I �� � ( _ __ � 1 \ / �c � I %� CO/7C . '�u�' 1,� '`� � �`LYc� ;' I ,I F`'� , RET. WALL � __ ��s '� 1 � � i I �,^���� I ,,a�� � R A �.. :� �4 ; �,4R. SLOPE �; � � � ,i 2.•1 MAX. ' • � � I �� � I � , 1 � Conc. QApFESSIpN� � � ���r r F Aw�� �y� . i � ,�0�� � Dr�veway Existing Garage � I I � � � y Z �-INSTALL 4" M/N. D/AMETER ROCKS /IV SUMP WELL 6 �. ai�29 � I � � � 2" MIN. AB01iE' OFF SWITCH ELEYATION FOR VECTOR CONTROL. I NO ROCKS ShG4LL BE /NSTALLED W/TH/N THE OFF SWITCH 10 0 5 10 20 40 � Exp• 3-31-12 \� � I � � PROPO ED SSURFACE ' AND PUMP SUCT/ON /NLET AREA. �'9 P � Clvl� �' . .. � , I � � rF OF C A��FO � I � I TOP OF W,4LL ELEYAT/ON �+ _�� � 376.50 RET. WALL � �� ��� � I I � � AS SHOWN QN PLAN ��' �, ,�� � ��� >,>� ON SWITCH .3,c9� 1 inch = 10 ft. � � I 1 -- ---- >/�����.1- 2� -� •s E�Ev. �2s�x GRAPHIC SCALE � � � � � � � ___ -- �HE�K ,,A�,,E � WDID N0. 419C347380 � I � � RETA/N/NG HE/GTH SHOWN �� ��6, � GEOTECHNICAL ENGINEER'S STATEMENT APPROVED BY: LEGAL DESCRIPTION: � � ON GR4 /N P =4 � •s .33 CITY LOT 20, TRACT N0. 24046, M.B. 789-76-82 AND A I , � D G [AN (H) � . 0 3�5 EL. 374.33 OF COMPLIANCE OF DIAAAOND BAR NON-EXCLUSIVE EASEMENT IN COMMON WITH OTHERS I � I I TOP OF FOOT/NG ELEYATION �"� r �Nv 375.62 /NV. THIS PLAN HAS BEEN REVIEWED BY: FOR INGRESS & EGRESS PURPOSES OVER THE "PRIVATE i I I � AS SHOWN ON P[�lv =� 6 �C 374.73 � � STREETS SHOWN ON SAID TRACT N0. 24046 IN THE I OVERFLOW SOtLS & GEOLOGY GROUP CITY OF DIAMOND BAR C0. OF L.A. STATE OF CA. EXIST/NG OR � j , OFF SWITCH , , , , � 17231 EAST RAILROAD STREET, SUITE 200 � ) PROPOS£D SURFACE O 11.58 E�� 2.31 7. 16 2. 13 10 OWN ER: ____ __ ~ � 2-6'° PVC 4" PVC FORCE TEL (626) 964�3�41 A 91748 L,:� 'l''� //•/s• �/ WEN SHEN /������ -- , ,, MAIN AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS `� 17028 EVERGREEN PL. DAVID G. LIU DATE: CITY OF INDUSTRY CA. 91745 �.y������ � SECT/ON ��E-��� IN OUR REPORT(S) DATED 11/01/06 & 02/02/07 PROJECT N0.06-�32 EG. CITY ENGINEER TEL: 626-695-1702 ���� REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE �I�� � SCALE.• 1"-4' PLAN ONLY. WE MAKE NO REPR S TO THE ACCURACY PLANS PREPARED BY: SITE ADDRESS: ,-�� .. OF THE DIMENSIONS, MEASUR bs, '' �#� TIONS, OR ANY B �E 1626 DERRINGER LANE DIAMOND BAR, CA 91765 No. REVISIONS �A� BY PORTION OF THE DESIGN. ! /��Qe��. �T��[^,j�ciy� �\< ,� �FREE BOARD, FOOT/NG DEPTN AND SETBACK PER STRUCTURAt ENG/NEER DETA/LS ' y �z � �p �, CIVIL ENGINEERING,SURVEYING, & LAND PLANNING GRADING AND DRAINAGE PLAN TYP/CAL RET. WALL DETA/L ADDED "AS BUILT" AREA DRAIN INLETS AND CONSTRUCTION �2 28��0 Rq a W .� ���: �E805 20 E. FOOTHILL BLVD., STE 230 N.T.S. NOTES ; REMOVED DETAIL "A� / � � � `' '�3��� '` ARCADIA, CA 91006-2375 SHEN RESIDENCE TEL.(626)446-4449 FAX.(626)446-6566 IN THE CITY OF DIAMOND BAR REV. AREA DRAINS � � RA � ��G��CNa�Go�,c 2/0 /�o RA S, ,F � � �� GRADING PLAN �'i�2/�i�< A� �� cP� �:.:t� �V- S� I� REV. GARAGE ENTRY, GRATE AND PIPE SLOPE dc ELEVATtON 6�25�09 RA � � - D�PN BY ✓C CHKD BY SCaLE.• 1"10" D�IM%hhG N0. REV. WALL LAYOUT ON PLAN 4 14 08 RA REY/EWED BY.• fr.�E. QATE - �,. R4MY F. 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BELQfY /NLET lNVFRT. � � >2"BERM FOR ROUG/Y GRADED PAD :r s o,� 6�„N s 2�'� � H '' � _,�- � N.T.S l\tt 1/ARL4BLE SEF PLAN r-1 ` �1 � • ��2,�.�, _ EASEMENT LEGEND. ` '''`'��-J � �FREE BOARD, FOOTING DEPTH M/O S£TQACK PER STRUCIU �f S Ip ER DETA/LS C�AI� GU� 4fF � .� Nq �. �6, _ �y,q� �5 NON/NTERFERENCE WITH OR4/1144CE OF OTHER LOTS /N TR4CT N0. 24U46. � ��'��-• � � - TYP/CAL RET, WALL DET �f.A�y�E`yc 6 PVC P/PE � Q PRNATE STREET DED/CAT/ON (DERR/NGER L4N£). _ �_ 3' DL4 WEEPHOL£ N.T.S. � � ' ' t �.41 T29 � 18 18 Q PRI�H/B/T5 THE CONSTRUCT/0N OF �4/ORE Tf�W 1 RE5/D£NCE.4ND RELATFD � E�•�'31'�2 � �-,sl � � NECE.�SARY BU/LD/NG'S' aK ANY LOT. CONC. BLOCK/NG DETA/L ,o o s ,0 20 �o �r �,�„ �.� �. : .: �4�12 eoTH wAYS � �r o S��•oE. '.'�-- ��--� � '`. O 08 RESTR/CT USE.4REA- RESTR/CT BU/LD/NC�S AND OTHER SIRUCTURES W/TH/N /�UA _ - - - - -- E OF CA��F 11 '�'.� AS SHOWN ON AIYD DED/G4TED BY dlAP OF TR4CT N0. 24048, flLED /N BOOK 789, t� � � � PAG£S 76 TO 82, /NCLUS/t� OF AlAP,� i inch = 10 it 2� ��. � �+�=.: � .:.: �: R£r. wacc � � Eas�Enrr oF c��,ac r��canrE co,�a,�nr�: GRAPHIC SCALE = WDID N0. 419C347380 J� � ���� 12� 6~ 1Q EASEMENT Of SOUTHERN C�4L/ft7RN,fi4 £D/SON COMPAM: • APPROVED BY: LEGAL DESCRIPTION: ' .x��-., � S£PAR4TE PL4N "�"�;,�:�=" � � PER�V/T GEOTECHNICAL ENGINEER S STATEMENT CIN OF DIAMOND BAR LOT 20 TRACT N0. 24046 M.6. 789-76-82 AND A 3' GUN/TE' OR CONC. NOTE 6RDUTFD R/P-R4P ShIALL hG4VF A 12' A!/N RaCK Q ��/� FOR /NGRESS AND EGRESS AND PUBVC UTIUT?' PURP�OSES: OF COMPUANCE NON-EXCLUSIVE EASEMENT IN COMMON WITH OTHERS wrTl� 6x6 �'10/{10 w.w.�u � WiTH 6" �u/N. £MBED�uEivT iry P.C.0 OR GUN�TE THIS PLAN HAS BEEN REVIEWED BY: FOR INGRESS Ec EGRESS PURPOSES OVER THE "PRIVATE R/P-RAP NOT£S Q EAS£AIENT QF DG4MOND B�R iY,4TER' CpMP.4N?' (/N PRN'AT£ STREETS). STREETS' SHOWN ON SAID TRACT N0. 24046 IN THE � � � SOILS ac GEOLOGY GROUP CITY OF DIAMOND BAR, C0. OF L.A. STATE OF CA. 1. RO�CKS FOR G.'ROUTID R/P-RAP Sf�IALL BE 6000 4UAL/IY Q EASEA�/I£NT5 OF SOUTIY£RN C4L/FORN/A ED/SON �CDMPANY. 17231 EAST RAILROAD STREET� SUITE 200 ' OWNER: BROKEN CONCR£TE�tIVD/OR R/VE'R RUN ROCK. TH£ S�IALLEST qTY OF INDUSTRY. CA. 91748 //. /S• �/ WEN SHEN 0/MENSlON ShIAtL £XCEFD 6 lNCHES AND THE LARGEST 1 EASEdlENT OF SOUTHERN COUNTIES GAS COMPANY /N PRNATE STR£ET. TEL (626) 964-2341 D/A�/ENS/ON SH�4LL NOT EXCEED ?4 /NLY'�E5 TH£ [ARGEST � � � AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS 17028 EVERGREEN PL. 4' PVC. PERFOR47�p P/PE DAVID UU DATE: �N OF INDUSTRY CA. 91745 �N 1 CU. f7: OF S�i[S D/MENS/ON ShWLL NOT EXCfED � TYMES THE S�� EN OUR REPORT(S) DATED 11/01/06 dc 02/02�07 PROJECT NQ.Ofi-Q32 EG. CITY ENGtNEER TEL: 626-695-1702 £NG/NEER APPROIiED f7LTFR MOT�• UM/T5 OF THE RESTR/CT£D USE AREA SHOWN 4N TH/S REVIEW WAS UMITED TO THE GEOTECHNICAL ASPECTS OF THE MATER(AL WR4PPE� /N A//R4F1 ?. THERE SN4LL B£A GROUT BED OF AT LEAST 2 /NCH£S PLAN AS P£R SO/LS REPoRT ff�7M SO/LS � GEOL06Y Gb4TED 140N F/[TFR FABR/� PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY PLANS PREPARED BY• TENN/S CO�UR7� BENEA7H THE fJ'RST UY�'R Of RACK. ALL THE Vt�lDS 11-01-46 � 02-02-07 - • SITE ADORESS: EX/ST/PROP GRADE BE'7)YEFN RO�CKS S�4[[ BE F/[L£D W/TH GROUT. �t�IAX/MUM OF THE DIMENSIONS, MEASUREMENTS, CALCULATlO `� � Y' . � �� �� 1626 DERRINGER LANE DIAMOND BAR, CA 91765 � \�� � SPACJNG BETWEDV ROiCKS ShG4LL BE' ? /NCHE.� N0. REVISIONS DATE BY � GFESSI�' ,� PORTION OF THE DESIGN. ::,,�'''� _��_ � '-�- \ .�. SURFAC£ RUG'K5 ShIAt.L B£ EMBED£D fROM 1/2 Tt? 2/3 OF 1 REY. WALL LAYOUT 4N PLAN 4/14/OS RA � ; ��o���, �..,�,yFti�,y � C�VIL ENGINEERtNG,SURVEYtNG, & LAND PLANNING �RAD i NG AN D D RAI NAG E PLAN , ,��, � _ . qy � �� 20 E. FOO7Hit1 6LVD.� S7E 230 TH£IR A�IAX/A�lUQ/ D/MENS/ON. REV. AREA DRAIN 12/Ol/10 RA � ��----�- • p t�; � W ,� GE805 , .� �c�iA, ca s�oos-2375 SHEN RESIDENCE 4 CANCRETF dlAY BE SUBATUTED FOR THE GROUT. ADDED AS BUILT" AREA DRAIN INLETS AND CONST. OZ/03/11 RA � � ��p b-3�"�'� -1! lEl.(626}446-4449 FAX.(626)446-6566 IN THE CITY QF DIAMOND BAR � �.' � � `� � � � ' GRADING PLAN SL4PE Wi4LL SECT/QlV >-� R/P-RAP DETA/ NOTES AND WATER WELL ENCLOSURE STRUCTURE. _ - * � - =s ,G��,� �,�.r;�- �� �J .�_/ �d-s_l � � c�%'� � F�TECHN / � C.✓ !�/ L � ip 3��1 J sTq.�o� CP��F� �i§ ORN BY.• ✓C. CHK1? BY.• SG4LE 1=10' G�RAN7NG M7. N.T.S. N.T.S. REY/EWED BY R.C.E. QATE �-,_�� R4MY F. AI�YAD R.C.E �f1729 QATE L�lTE Ol/?2/08 RENSED 0.3/17/11�qB N0. ?b106�34 sHr.� a� 4 / ��� ��'� � � / / i � � � ' � � r � !' � / �' � ��� � � / � / . / � • � � � � � � / ��� �� ���� J/ // � / � / / � � � �� ` i � � �� / � / / / � J; ; � j �� � / ' � � � ' I ` ` 1 � � // i�/// i��j !�'' ��' '/ // 1l � �/ / /` �` � i � � � � � i� i� 1 -' 1 � � ' / � � / / I � — �� � � — , _ ` ` /�,' �,�-' WATERWELL , ,-' ,' ��J•r��--'� .__- ""� ,' ; � ; ,` ,, � r, 1 , _ _ ` , � STRUCTURE���� f��p� � ,,_ ,; � . ,: �, �• � , ; � ;, 1— ' �(� �` _ � ' . - ` / J �i � �• �X I ♦ i� � � i� I ` �� i� ;� '�V �� t �� '''��� / `� `� /. � ' ,�c�, i / �' ;` ��,; , � � , � ; �� . i � ,,,- i ' ; �,. / � l � �, � � ' � '� ' � ,' _ ��' i� ,- �� � i � i � I �� � , � � % r' ��' i�. %� % / � SHEN RESIDE/VCE � � � � � , , , ' � � _,- , , , . � ;' � , - _ � _ ,` , �tIUM G�rE - J.� �'' �� �-'' , J' ,'' �� � �� �` �� ; � � 3A ;�" � _ , - � � � � � , � ; , i , `� � r i ; 1 / ; j ;- � — � , * � � � '� , — , i / i . � i `� � 2 3 py S � � ,, , �� � �� � -' , , � � � � / ! ,; i � j� - ,� p . __ / . � 390 . ; � ��' Nv , J 32 f� '. _--�' ' � .� ' `` ,J � ' , � � r r / _ - - - - = _--� ' � � r • G��' 1N'� - � � ' � �� ,', '� % DERRINGER _ _ — -- \ 388 F.F. COURT YARD � - � ` _, ' • .::;y .� -' �� ,' ;' . � �� % 3 � - 4-;,, � � � � 1 � ; � � i . 1 .: LANE � � DRlVEWR� - 38� i ��.; ; ; ',, ; �, ; r- � �, ; '�,� `,�" t - - - - 1 , 387 � � � L; ; ;' ; �: � ,= ,_� � , � ; , � � � �s ' 385 �'` . -` ;'� ,-� ,' . ,�� , ,� �_-- ,� � �; ; ; . , ,- � , , � ' . � � . - - - - � r . � , ,- � ; � . , , , I � ` �` � ' : ;" �J f � ' ," � i � , \ � � i� � �� ;� - �� PERlILfETER� ~\ `, ' �, �`/ �' �/ ' �/ � 1 f� .�,�� � � � � i ; � , � , / i � � / \ I I ��:;; % �% ,,,� �; ,� J%� �' ,� ,,J` � ' ,� � \ � � 380 � - f� : -, , ;. , ,` ,:' ,. - -- - - - - - - - - -- --- ------ -- - \ - � -- - - - - -- - - - -- - f - - -- - PO�OL - -- �'�' � ; ,� _ . ;� � � ,�� � i / � / ' r�' � / i � ^` � / /, '� _ '. ` � � / , i ! / .�,• J' ' � �' �,, � �� � � GaRaGE[.EVEL 3nF.F � �'� . � �� %� �� �� ; '� . � � ,� �✓ / � PROPFRTYUNE � . , ` �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J Q ' � t / � ` � ` / % � L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � � � — � �� � � �� � � �� — � � � � �/� �`� � �� �� � � �L � � — _ �- _ 375 . ; , � . �i r� � ' ' , - ,, ; _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ __ __ _ _ __ _ _ —— � _ _ _ . - ,� ,� ,� � - /�►l �T.� A � � ��� ,�� :� .� ; , ; :� � � , , , . ,� ,; ,; Ex�sr. GRouNo � SCALE:' 1"-10` � 370 � � - E Tl lV D—D 365 � � � � 360 - - - -- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - -- - \ - - - - � � � IX/ST. GROUND � � 355 � �ir - - — — - — -- - - - - \ CHA/N UNKFENCE � � � � CHA/NL/NKFENCE �4' � \ � - - - - - - -- - - - - - - - - -- - - - - - - - - - - -- - ---- - - - �9s - � � — - - - r�vnr1scouRr 350 W ` � � 1 — - - - � � — — �as � 345 � -- - - -- - - - - -- -- - - - - - - - - - - - - - --- - - -- --- - - - -- - - - - - - � - � � � r � 4 W _340� . � W Z �� F d � 0 U J � I � � 390 - - - - - � � PROP. PROPERTY WALL � � 385 COURT YARD 3� . � , --- - - - - - - -- - � - - - - - - - - - - - - - - - - -- - - - - - - - , z ��- ! SPA � GRADED SLOPE � �" L---J .--- � � I .,- �" t � 380 - - - - -- -- - - -- - - - - - � - Pooc ,. ,-- , v�� PROP. PROPERIY COURT YARD WALK �, � ' � "'�G ryqLL 37� �- , � 1 a �^ � -- -- -- �9J'�- PROP.��ERlY 375 ! � -- - - - - - --- - -- - - - -- - - -- _I _� � � � �� �r� �� �� a� I . __._ .. `_ �__ ._. .- .- - __' ____.- -- _ - `_, -' �-- -'__-�__-_'__�_ -_.___ _- — �' — -,.� �r Exisr. GRouNo � SHEN RESIDEIVCE ' � � PR�P. PROPERTY W � GR�4DED SLOP GRADED SLOPE 370 � 39� __ -------------- E Tl N � _ _. � _ � _. � - - - - � � _. ._ � _ - � � , _ - ._ � ._388F.F._ ^ ._ _. ._ - - - - - - - - - - - - - - - - - - - - - Wi�UC — � EX1ST. GROUND � � � r � 385_ - _ _ ___ _ __� �„ --- -t -- I - � ---------- _ � "' � CONC. V-D1TCH . \ / / 3�� � � � -- _- ----------- . _ _ � _ _ wA� \ I QApFESS/N �. _ _ - �- - - _... .,,_ 376.5 GARAGELEVEL 3T7F.F. ��Q�,� �,�t F.qy,��:c` — — -_ �A 2 `-- "" �-- —� Q � � �. _..- -.,.. � � V�� y 2 _ -- -._. ._ -- ---- -- -- --- - - - - a -No,4t729 � - -- " — " -.... �k Exp.3-31-12 * _ _ �_ _ _ _ _ � _ _ _ E Tl NB—B � I I �l9rFOF cA��F°Q�P I I - � � . I I 400 � SHEN RES/DENCE � - - - - - — — -� _ _ -- - -- - - - - � --- --- � WDID N0. 419C347380 . I , , �`L- �, GEOTECHNICAL ENGINEER'S STATEMENT A�N pD pjAMONO BAR �GAL DESCRIPTION: I I LOT 20. TRACT N0. 24046, M.B. 789--76-82 AND A I � OF COMPLIANCE N�1-EXCLUSIVE EASEMENT IN COMMON WITH OTHERS 395 I � I � PROP. PROPERTYWALL THIS PLAN HAS BEEN REVIEWED BY: FOR INGRESS ac EGRESS PURPOSES OVER THE `PRIVATE � � _ _ _ f � STREETS� SHOWN ON SAID TRACT. N0. 24046 IN THE SOfLS dc GEOLOGY GROUR CITY OF DIAMOND BAR CO. OF L.A. STATE OF CA. PROP. PROPERTYWALL � � EX/ST. GROUND � 17231 EAST RAlLROAD STREET, SUITE 200 I ���: � I GRADED SLOP CITY OF INDUSTRY, CA. 91748 ± ' _ >�.-'� - � � S C ALE TEL (626) 964-2341 �//s. /� 1 Q28 EVERGREE(�;P�::;;.;;'�.»,�'�. � ., 390 AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS � � — � _ � Horiz. 1 inch = 10 f t. oAv�o . uu oA�: qn( OF 1NDlt5�RY�:� ����:y4�� . -�. -- -- - - --- - -- -{ --- --- - ------- --- -- - -- - - - - ------------- --— ^ - �- -- — -- - - IN OUR REPURT(S) DATED 11/01/Q6 ds 02/02/Q7 PRO.lECT N4.06-0�2 EG. qTY ENC�lNEER _ _ _ _ �. � _ - - - -- � S�� '� � ' � � D APN ; Vert. 1 inch = �J ft. REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE T�EL: 62���fi95=t7�2����=z ;��� � WALK DRIVEWAY v{/,4L/C � SC � � PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY PLANS PREPARED BY: SITE ADDR�S:� .��_� '� �'�� _ � � 386 OF THE DIMENSIONS, MEASUREMENTS, CALCULATIO NY 1626 D�RRINCER� �_ANE;_DIAMONDt BAR. CA 91765 No. REVISIONS oA� BY P�R110N OF THE DESIGN. ` _ � _ B �E ��� ._ ; 3S`5 _ � oFEss�o ' qVIL ENqNEERlN�,SURVEYING k LAND PLANNING - CONC. V-DITCH 1 R�V. �EC110N A-A 4/t 4/08 RA �` �� N'u � ' 20 E �OOTHILL BLVQ., s� z� ���AD I I��_...��CT�O N S - � � ; .�: � �- � y��P�,�`. sT,��ti^�, �� ARCAD(A, CA 91006-2375 '�T �� �� ,S�EI`LRESIDENCE � �� �^ . lEL(626)44&-4449 Fnx.{szs�44s-s5ss IN THE CITY OF DIAMOND BAR E Tl N A —A oR,��,AY = � �o.�Eso� � _ . �1 , EXP.6-30-�� - GRADING PLAN - � � * �� �� �c� ��-s-�� !ll'3 t`�� _. s��G*��r ;� ARIV BI:' d/.!'s. Q�lr/CD BY.` .�4LE/�$ $H�WN QRAM71bIG 11I0. REY/EWED BY.• R.C.E. QATF ��.. l�fE��;,��`� �� RAMY F. W.4D R.C.� 41729 LtA1L� q,�� 01/?2/08REY15'ED.� 0,3/17/11�t7B A� � Sh? 4 AF 4 - - - - -- - - — - ----- -- -- x'