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STRUCTURE A �2.J P��` ,9•, ��:' , / -- ' T8 i p JGB ,_ //i � O/ r, coccAP ( Gv/ ,S o: J /' s SCALE— W.O. _ :\ { S{D. -D 393 y �1 /� I� %� �i / `• y;`; ,�-it- � ._ _ - ✓'I \ <2' .ylP : 4G9 `/�J I € // nr 3r j G] R� �S s �A (y QQ e "- �;. \�� R� / TiFA C N T O r- 4f? (a ET o 7- -7 v + , 1 t ! E5 - -<,� � t DETA/LS �`, � � / '� •� ��j E -� � o ,� 1 E�/� 3 f _-' - --• _.-_.c:a_.-a.-�-__ _�_ x.�-._1. .1,. _::,.--�:. ..1'n _-.._.-`.-.S._ ._..1".��_ul,_.__.. - .DS�1.[1_Ll.. �_. ..___-_._-__2.3 ..___ ... -._z� ._--s.-_.-._-_.-_.._.. _._.._ _ ..._� ._:-,_--_. �'�{ _ _v-� _ __"".�__,. __ If r �Ix, 4-ILIAZ, /l/v �6�) , / % - 4 100 400 N-4 100 400 ' l / ( ' r 13 0' -�- 8 \ , I 0 / ✓' 50 8 75.6 — 750 TOP x o ,~ Ila- OF 7 21�872.3 TANK / .2 � /G `j ' < e \� - �y\� a I �� �\ '� ^� 909.3 719.8 ; ✓5 ��, I ` �/ tii s � / l � m/ \ �IZ � SEE �i'✓L TA d•Y `(J \ �\ \ TARGET aESS A. C. 11 O \ OUT ET PE DETA/L 9HT / sn T v X/ T` , g2gp� ` �/ I I r \/j�L'i� �lyii 1 :€„ ^�\� � 0 � .� / 2�r�' J9C.' j :\ +: , � � 1✓✓V\O � \,\\ `,.\ t. IV ® 6� -722 Gop , , —T90 00' 2 \ r", _� M `� ti �54� -- 5 ~' ���y- 94 �. I \ 2•I S \ 800 820 N - 41I001000 N-4,100,00 \ G _ I B 0 i R , . ♦ o \ v s1 tl R 3 To \\ r K E �/ o GI ve 21' 4 857.� 9 6 8.08 7 f F\G 4. 22I e6 IN 702.9 T R l / 8 R / / � �, �n / % - - B3G n h' 21 vv _ r r - _ ! - � S H y 9 - 8l i Gp \ �/� ,` S7.J.3\ AU — V y h 1, � `` �p T R E E S � _ J'7 I, �, � � � A i •' R .1 t%' � ,, .! , r :, , - ,' � - vI � i 0:' " Gam" V ��, _ r/I - r f 07 0 �i-: ,Q ,� �5•. ` JV ,•� -- - i ' , .. „ P71 1� 8 �' / �v 8 /1 \ � l a R . hJ i S ; 1 A .3 yl / 0 r x� O1 rr %(xN T S� GALY° , C O 2' \\ ° � o 45' , \ SCALE: TO E,40 Of �? "C.HP. \ O Gam\ h / +' :°� i / R.n./ ` O Q y \ &� �4s•O. C. v i �1 ``/', • STJPUCTURE � � TREES � i 2_�,. / % —!• —_ `8l • � i _ __ �% 75 �7 AL rs/E sA>,� 1 4s 9 O ��J Fo,P sT�ucTU eE a" 4 0 / , Olt" �2T 9� Y 17 1978 STO Z-D 393 / /�/'1 bJ �J V ` A `. iZC/YLP/4u^A 4 A — PCP ; \� \ /' `\ \ J ` \ - \�, ?z/ B R- S H / -jl/ 40/ PL... / ► N \ W-- BSO / DETA/LS \ '•�\ �\ �E _� �0 341� j �/ T IV? 3 of 8 CMP /NLET W �' 16 1 D 3 / INDICATES WATER PRESSURE 91 ❑ XT EACH 3/4" METER (TYPICAL) NOTE - POINT OF CONNECTION FOR EACH LOT IS TO BE MADE INTO DOMESTIC LINE IMMEDIATELY DOWNSTREAM OF METER, HOWEVER, CALCULATIONS ARE BASED ON ALLOWING 5" OF DOMESTIC LINE AS SAFETY MARGIN. aa,c — - O CONTRA L VA LV ES 30 \ / \ �\ �� \ 0 M41M LINE PIPE-PVG5ru.40 51 ZE A10TE D &T CONTROL VALVES \ C�ULbTOR �)'� ell Y GATE VA.LVE.-LIME SIZE a . I" DOMESTIC SUPPLy n0RTH 31 ' TE,R METER \ \\ ®� SCALE 111=401_OII �°= \ GOhIKSECT10►J TO t>01,AEST1G SUPPLY-T`(PIC1.l., t\!O SCdLE WV W ¢ C a OX00 =eLiC W Q 0 Q Pcc as W n-c a �oc¢E �vC0 cc ac LL. .- Q C J 3 ¢ cc 0 H W WO ac N N QVQ JJ G cn W E ~ co .� O` M H Q � J=¢v V Lu f- � � n Q = Q QV lm,hW cr W Q C WO c0 �Na N W Q V %0 Ovo Mc Ef-O cr. QQ p~-�ZYO W QQZ<o<4 V « 0�3 2Z 7N~O 2Qp v- O 0N. Z Q4UZ<4C 0R` JQO u�pyNni W W'Tkazz N<ZI ~4m¢Z F- i-c Z J< JOW V aQN6 JZ� p'o ¢ z Wp NZ; F OF JLlWWpOc w <z3p�zuo W 7-=cr `-7� QOYW On nw-m¢ o IJ C 1 9 TANK to ° to 17.e ♦/ \ A0 '20 \ ' / o 822.2 I T R E E S / I \ o 1 — 40 / tb � 4 I 0 4 00 00 / a c/'tc T R E E S \ — I t_ 40 / 6 / + d F \ o , o V 5 G \ TP- / f °� T R E E S 95/ d Of 6 ti R E E s `� I �Q E{ (` I / g9.9a' a ' +J�'CT'�Ir �7r•i } / Y -I O ..-. o , ' �\ 5?; ll' ; ' EX•/ T MOO�L S s / /_ \\ 9 �• /� r ��' �/ y E s e ,P TQ�T /Y? 33(�7 r �n / ( O /L � ` �� !�� o {f uJ �• � 0� ` � � I 7 r ' / 8 ?f� . 1 1 1 / 4,100, N,4,100,4 h �� ./aa� V/ %// PA0, \\ �',�G aI� , / \oo- 1�f,'\ �Lr ,�`•o�\ II 4 � �(�yp. D / �V O , // �\ ��r �,�./ � ��1 � ; Qi j �i � // � -- / { �! 1` 5.6 - / / TOP�a ��� Q. \ ��� r '•,,�; �� ®\ TANK j /9 /� 33%�(— -\,, �� i -- % 9 87 2.3 { —{ I b mac, ES t \ \ e • l �v ''t—, i/ \ e / ,i B a { \ 909.3 / t 9 I fOJ Q � � not �,•,1 � � /�" 9"' ��i�/�\\ �`� / / rs � /'\�\z / 7r15 /d 1�J�.2 6` \\ • O M - // \ \�� y �/ I'I lr —'� { 0, U\\v /� — r' �'\ /D j/ -1 /// : ty �^r� � � 3k*I' � � P 6'"� � `tljl O ><.� / �a2c' •'L n�'��i1i/ � ��f/Y/ SEE /A/CE>DETA �/� r `� _ 3 6 e o B x� a� /� �r�✓(\ �p�(J/ // �� \ >7 �/ //i EX/5T. 2^'�UN/T i"/ � l � l �/ �9 �� \O � � /8 y 3as \* -''�' ,. ,� 3 ���'//'•'�\ \ �� 'i �G/�/ � \\� i '/ / \'o �i TiP�tCT N� 33205 / � -� \ � � >� ,, _' ' ' x • �',� '' �/ / � � Ri / `\ � / ;< / / � do -/4r f8o �� / 36 h % E 4 u 7 Jam- TN TH U/V/ T =t. /� I 32F a i3t' 1 Ba2o ,t( o / 13, t� c gym ' q ;._. F�' T 9 'i . `.' / \ 7A C7 Al2 Zfkf7 7,,FACT N� Rp v..I i � t 1 a F75 Syr80 /' �10 i6 \ : �( 1. T ! Y /.J�/� (� 4 T�NT�1 T/ VE TFA CT z90 53 37 k' 7 b � 0 1\ ti yr B` r 2 0 e 9 c v � �47 \ 4 Q/ ,..►-- _ i 4 W4 9G3s \ 10 ,z6 i f 25Gf� 1eATE 4 NA K E 431C 8♦ 1 \ i L:• V 57.8 5. �> N - 4,09919 8 9.9 51, o '/ \ m; - v p /� S. E. M"all A Associates, Inc. X /` -� / v�/ ®C' ` , �_ , Qoneoa ft In th• Esrth Sclmnc" , E 4,335,468.087 ELEV. 854.2I .m� a DATE /r-30-78 BY JCA Lit rs h D 8.30 � s SCALE / "_ ¢D' W.O. 60" \ T H E E S ,- O/ __ 6 'l 13 la 5 ' Ott 1 r— `--- 8 40 — G/ 5 / G PL A N f /,G \ 7C N�34/GO 86 \ \ T R E �/ — —850 / /' 11 �! \ ' X 851.6 ,� 14 p a68 9 f-/ �t/' 2 0 8 y / y �" < �t� .� �I EET F i ' 20 860 � TREE S \ - A-17WAL OPOUND COLL U✓/UM 5� AL[UY/c/M 1 I JZ"Muv: r1i L � 5 PL Af(/ TYPICAL DETAIL D SLOPE DRAINAGE Buiidmq Setback 'I - J COMPACTED EARTH1211 LEGEND GENERAL NOTES Compacted fill \ 4' B.W. -- BACK OF WALK 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE EXCAVATION AND GRADING Original ground line T.C.- --TOP OF CURB CODE, COUNTY OF LOS ANGELES, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. watercourse to natural B' DETAIL D F.L.- -- FLOWLINE watercourse or epproved ` Natural ground pPb TYP. BERM AT TOP OF ALL FILL SLOPES TOP---- TOP OF SLOPE 2. THE PROPOSED USE OF THE SITE COVERED BY THIS GRADING PLAN IS FOR: drainage device I I I 'I I i. G' 2' I SL / LOCATED 47 EOe OF PAD. TOE - TOE OF SLOPE 51NGLE FAMILY PES/OEN77RG S/�^'i%5.`^/t! a Q INL.--- -INLET OF DRAIN PROPERTY LINE --�� INV. - INVERT OF DRAIN 3. THIS PLAN CONFORMS TO THE TENTATIVE SUBDIVISION MAP CONDITIONALLY rett((� PROPERTY TY LIME �J- owall I I pPE .:: Cg N3N. a -.____ _ ON / t cut-off wall SI tom. 9 f ' -GRADE BREAK APPROVED BY THE REGIONAL PLANNING COMMISSION FOR TRACT N0. 2905� 41F I[BUST //a /977. 3'_6" F. S.- FINISH SURFACE AND SOILS ENGINEER i 2leMin. ���-�• 2 V --/ s YI" -u 4. THE GRADING INSPECTOR 2+3 974-711� �+-Perforated pipe � L_ O_ � / ° T -GRADED SWALE ( ) s. •. DE<A1LG r �F - - 7!4 5410 -lo(o4Z 12' " " 12' / CO/UST/7UCT 3 GU/VfTE OR COA/C. CENTERLINE � .- -SWALE HIGH POIPIT ( )SHALL BE NOTIFIED 24 HOURS PRIOR TO COMMENCEMENT } (see subdrain detail) } } -------- PROPERTY LINE OF THE GRADING OPERATION. Non-perforaltedMln.pipe 11�� 1/V/TH G x G A' /O x "/O W/QE /7ESf/. _-- I� I � � � ; I B'• ----CENTERLINE Conc. cutoff wall 3-0" h`- T - FLOWLINE 5. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF I 6'key Into 6 key Into ; H g UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS IF ANY HAS BEEN -�A hoturol ground natural ground O"-B" COYMONSWALE "7O°�= --EXIST.CONTCiiJR ) % • •' B" �'�- -PROP CONTOUR INSPECTED AND APPROVED BY THE SOILS ENGINEER. SUBDRAI N CUT-OFF WALL S E C T I O N A -A TYPICAL DETAIL y t ° DYER»' z" R---- PROPERTY LINE CENTERLINE 6. FILL SHALL BE COMPACTED TO NOT LESS THAN 90n OF MAXIMUM DENSITY AS D E TA I L TERRACE DRAIN DETAIL DETAIL c �� ' _-- - DAYLIGHT LINE DETERMINED BY A. S.T.M. SOIL COMPACTION TEST D-1557-70 T. TYPICAL BIDE YARD DRAINAGE ?'_ SHEET FLOW a RATE 1 P- - PAD ELEVATION 7. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. 1 I F.F.- FINISH FLOOR EL D-1556-64. IN FINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE Original DETAILD PROPERTY LINE G. F. - - GARAGE: FLOOR UETERMINED BY THE DRIVE -CYLINDER METHOD, Q.= /t • 1�29�7-7„ STREET B.U.C. - BEGIN V_RT CURVE .`� 7:�iiT /V�.T ��,= �:'A,ot ,' G .3"4uu/roc./ G•x6"/ \3,7;7 Ground E.V.C. - END VERT. CURVE OF THE REQUIRED DENSITY TESTS, UNIFORMLY DISTRIBUTER, ARE BY THE SAND /:1 ion io .vW,ti. s"(SUA/iTE 5' 5' P.I. - PT. OF 14TERSECTION CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN �D rC-.2.CGCE L1P4ef/�fi � �'=6%'ioxRio wooF __`�� � TOP OF SLOPE IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY TOE OF SLOPE THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. -- ' e ORp,a ✓E �`�/ '-- B„ 6. / \�� 3, ao I 8. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERT- p `AO"I .y TOE OF SLO.OE _ �� 3" M„� ICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS /o wsvF I; • / r �`+ 8" CURB 5 OF MATERIAL PLACED. JIB I 6 " GUN/TE �� 11/ / 3,. % -2 1 Cut a YIN CONCRETE DR ESTIMATE OF QUANTITIES " 2-3 2 �\ / w,,,,ITE REINFORCED 9. fJ0 RACK OR SIMILAR MATERIAL GREATER THAN 8 IN DIAMETER WILL BE PLACED 3• Conc. or \- Slope ..". w17H Bxe-a►Io/•*lo COMMON SWALE IN FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED / WIRE MESH SECT/O/CJ ffj-f3 X" w "}�- Gunite ARD DRAIN MAY BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. 41 6°x6° #IOx #10 W. W F. BE usEc /2ECiejLAk GiPAZ /) i-�--oETnIL F NOTES CONTINUOUS INSPECTION B THE SOILS ENGINEER R RESPONSIBLE REPRESENT- ATIVE C IJ I P Y OIL0 HIS REPR SENT FOR STEEP TERRAINT -vTfc-n,✓c� coAaFa«Ec ATIVE SHALL BE PROVIDED DURING ALL EXCAVATIONS, FILL PLACEMENT AND COMPACT - USE FOR BIDE YARD OBSTRUCTION I. A 2S6 OVERALL GRADIENT SHALL BC MAIN - F OR 0.f., FIREPLACES, STOOPS, wALNB, ETC.) TAINED BETWEEN REAR OF SITE TO CURB /LLr �943 3 2J cel. 105. ION OPERATIONS. OR DRAINAGE STRUCTURE�_ 6„ 2. A 1% MINIMUM FLOWLINE IS REQUIRED AROUND 11. FILL SLOPES SHALL BE NO STEEPER THAN 2:1, UNLESS A SOILS CERTIFICATION IS THE HOUSE TO A DRAINAGE STRUCTURE OR / THE STREET SUBMITTED IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL ALLOWING A 3 ANY GRADIENT GREATER THAN 5% THAT K CARRIES YARD DRAINAGE SHALL HAVE A STEEPER SLOPE. 7ry, r -' V - 3., PAVED BwALE OR "V' DRIVEWAY. -- GUN/TE f 4. NO ROOF DRAINAGE OVER SLOPES 13 PER- CO,P,2EC7-1YE G)PAO//JG 12. FILL SLOPES STEEPER THAN 2:1 WITHIN A GRADING PROJECT LOCATED NEXT TO MITTED. S. FOOTING DEPTHS MAY REQUIRE ADJUSTMENT UNDEVELOPED AND UNOCCUPIED LAND INFESTED BY BURROWING RODENTS, SHALL 3`GUAf/TE oAy G"xFolOx�lO 3UTT2ESSE5, /�40 ovEQ Ex BE PROTECTED FROM POTENTIAL SLOPE DAMAGE BY 0)`oI A/5P.'� r✓O S�� �e/oo- - DUE TO ADJACENT DRAINAGE DEVICES -5 973995 CU, 1�0. .., + c✓Jv.F, Ori gina] i 74, t - 12 _� I~4„ lGgCLY FL;'r EL /c EN OF gURRGN ✓NFa LCGttiTS g7 Tifc F7e57-, % EiSCL OF - S�C%IOC% �- Ground�� ERATE E .57aVCE Su4LL EMPGDJ' AN EX7EQMNATOP Ede THE//' ,C�EA ek'4 . A61, r 7'-O" /�' ' J-� 1:: - SILO" 1% 13. CUTS SHALL NOT BE STEEPER IN SLOPE THAN 1 1/2:1. / ASSEST OS NIG S T, SIIRECTIONTUNINIZED FIBER, OR FLAYN CHANGES Q DIRECTION BNALL PIN 14. ALL CUTS SHALL BE INSPECTED DURING THE COURSE OF GRADING OPERATIONS TO FITTINGS AS RE OUIREO FOR WASTE PIPING. I INSURE THAT ANY LOCAL OBJECTIONAL CONDITIONS CAN BE RECOGNIZED AND I /2 1 3"Concrete or Gunite 3'CONCRETE CORRECTED. DETAIL D DETAIL c Slope With 6" x 6 " z 10 x" 10 W.W.F. ^''� 7'- O" e .' v_ v d � ruP To 3000 So FT AREA, •" rlx 15. PRlLze To /$$CLQNCE OTC'//LD,/NG PE,PM/75, A SOILS FUG/NEE,2/NU2ER�,eTS•dgLL FOR FLAT TERRAITI 3DER 000 SO. FT AREA, rlx. BE 5elAW1772 aV 77/t, GXJNS/YE PP1oE277E50ESO/Ls(A5 Saellsoz_ 4R- OVER 8000 S0. FT. AREA, AS DESIGNED BUT g" YIN. / / / \\ / r._ -I / DETAIL F DEFINED BY BUfL17/Nb d'2DE SECT10n/ 29C✓/ (h)� O/✓ dt1 $U/C1�/NG S/TES. T,yE ORIGINAL GRADE TYPICAL DETAILS VAR' DA'C"GA'I" .E'ERO.eTSyALL BESUPG�!P7FOBY.S✓�/GG[J1'T 7�TAlTA`0_ ST/FY77lEF3ND/�VIjS./F a �. INTERVENING f�'\�� / _ i� / R E�O�ONs/✓E SOILS A.P FOUrVD To E,YnT AT LG.:ATi0ir5 ,4ND Iil�c'S U�.�E�Y T> AFLECT TERRACES DIVERTER TERRACE TYPICAL FINISH G-RADINGeE�T,��.��,TE,�E�.�.LL . P RIOD'sT/N4GRES REPORTS OF WILL BE REQUIRED I .D DURING RASA FINAL/.RE / Z,-� 1fi \ DETAIL A � --_`�. -'- CONSTRUCTION NOTES 16. PERIODIC PROGRESS REPORTS WILL BE REQUIRED DURING GRADING. A FINAL REPORT INTFQVFKI NG DETAIL B- SECTION 1-1 I� - 20 FROM THE GEOLOGY CONSULTANT WILL BE REQUIRED, APPROVING ROUGH GRADING, TERRACES :.�: 6"GUN/TE- 6� I a'X/6"CO/VC 10, 10, FOR PAVED DRAINAGE DEVICES PRIOR TO APPROVAL BY THE GEOLOGY SECTION FOR ISSUANCE OF BLDG. PERMITS. Co 6 " / -/O A''/,0 ,5LOCAs IMAfIJfD Ir,; F AV AV. 2'-6" 3'-cvoUrso[/J� 7 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONC. 17. THE PLANS OF A DESIGNED IRRIGATION SYSTEM FOR FULL COVERAGE OF ALL �' -l.. BENCHES REQUIRED IF NATURAL sLnaE �- ---- 4' 4' WITH No.4 BARS LONGITUDINAL AT 24" ON CENTER WITH No. 4 TIE BARS AT PORTIONS OF THE SLOPES SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH 2 / ' -EXCEEDS ONE REQUIRED IF TO FIVE (SJ HORIZONTAL SECT/O/V '.VX" 40% Y 48"ON CENTER OR GUNITE WITH 6"X16"-"10X''10 WELDED WIRE FABRIC STPUCTUPES �Moe. GRADING APPROVAL BY THE COUNTY INSPECTOR. ;O(W.W.E) OR APPROVED EQUAL. �rucLLCr¢. 'A' /4597 [.F 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF tructure 'B' /733 L 18. FINISH GRADING WILL BE COMPLETED, APPROVED, SLOPE PLANTING AND IRRIGATION TYPICAL DETAIL 3" min, Conc. 6"x6"I'I0x'10 W.W.F. THE PAVED DEVICE. 465 "F SYSTEMS INSTALLED BEFORE OCCUPANCY OF BUILDINGS. G or Gunite TYPICAL SECTION 3. THE GRADED SWALE SHALL BE PRE -WET PRIOR TO PAVING. 'D' 2543E F VELOCITY REDUCER (ri 20' TERRACE DRAIN 4• PAVED DEVICES SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. 'E' 2-4 Ea. 19. SECURE PERMISSION FROM THE ROAD DEPARTMENT FOR CONSTRUCTION, GRADING G 16, Ea, AND/OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT-OF-WAY. " G' 2 Ea. SITE BOUNDARY 8, SEE srw�sfrsvx/twvs I 2_ -O" SPLASH WALL DETAIL k' 1z?e 20. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO PoR C'"sr W/rNiN !6 r CAIow " / K /2- M v o� af'oroIled' epwq/ 2'370 L.E BE USED DURING THE RAINY SEASON WILL BE SUBMITTED PRIOR TO OCTOBER 1. � GAL ✓. A`4 d9R GRATE � .tea g•'ac.x 9"QC. I : ' Pemave o1. .,;=9 -"arc¢ Gbn"�d�z. z /389LE THE CONTROL DEVICES SHWON ON SAID PLANS WILL BE INSTALLED BY NOT LATER NATURAL GRADE Y4"c✓c%e0crs-4'D' THAN N VEMBER 1 MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15 ASP/✓AL sfruL T re q' k o F 0 AND MA OPE ONDITI - T COA ED I , b - Derr v �'nRiEA- pp�111ER7FR DRAIN -- - r CJ - ` (as required) - - E¢uw 2 cLYJasEs C re r/6`covc. 5Y1Uc mac- "�' 21. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR Setback / ,BLOCK- OROI/TALL CELLS. Setback Q a ! LEvar�/ As NG/5!i a v aANs. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAIL - I H ry ; ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING H d Site '' AFivisH suRFACE UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED -- A SLOPE TERRACE OAA/N TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE SHOWN (sue 1 Boundary - SECTION �aTW: t+M%*C-- cricw a ;► of nv/s aP»ce sNAL[ r .BE PER AND ANY OTHER LINES NOT OF RECORDS OR NOT SHOWN ON THESE DRAWINGS. THE L.A. cauNry p CaVC.DOWNORA/N- At2W LL/PT STD.PlAN CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY FOR THE PLAN seE oErAIL O _ _ _ _ G2_a! UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW - CUT SLOPE FILL SLOPE R.O.W I INGS. o i _ _ i 1 _ 22. THE CONSULTANTS SOILS AND GEOLOGY REPORTS ARE A PART OF THE PLANS AND REQUIRED SETBACKS 2, �.. 4'0' h SPECIFICATIONS. H (feet) a* b C d 0-10 2 3 2 3 10-20 H/5 5 H/5 H/5 Wn in.) Over 20 4+H/10** H/10(5'rri H/5(101max.) H/5(20' max. h� h� LJ 23. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE I _ UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY ys� s 1 SHALL E PRESUMED TO BE ACCEPTABLE TO AL INTERESTED PARTIES U LESS B R L NN a w.wF ti ' _ - - _ - _ - � I � A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREA. ANY DEVIATION SO DETERMINED SHALL BE TRANSMITTED TO ALL INTERESTED * See Section 7011 for additional requirements. i Section A -A �-ASPlI/LLT 4ry ca,-oe EOEvva�ection B-B PLAN WN PARTIES. * * 15'-0" Maximum FIGURE NO. 70 -A : 1-zv E DOWNDRAIN INLET STRUCTURE PARKWAY DRAIN DETAIL cT/Y, FW/HE oN �LAN�f� 24. ALL WORK TO BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS ANGELES COUNTY BUILDING CODE. F FO 3 25. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. 1 2.5 M//z. f ELfv 4H~v / 26. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY onl,pLA / FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, TZIEV151- LINE-_� j$ _ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL /4'MiN• s I I� POUGf1 GPPAOE in ,' - _ _� J APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER t4 I HARMLESS FROM ANY AND ALL LIABLILITY, REAL OR ALLEGED, IN CONNECTION WITH Ih:I AT -_j /HAx� THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING GAe.zc- I JI I 1 G f2' I FROM THE SOLE NEGLIGFNCE OF THE OWNER OR THE ENGINEER. F --- e / �IU It 4 �( 55' S5' 3P 2" OBTA1,V SEPARATE AP,0RQV.4L I,-AtW COUNTY ROAD OEPARTMF�VT `VR o;'SCU.F'C/L1NFT. �. /o'+% F"F �'� EJ•PI.P .�t, -- 4% ,6.2 CRUSHED ROCK P6P-5ue-DRAW / �Q.r 0� t 44N ; rU ,-7LN W/TN/N LZE5 e/Gf/T aF W - SPECIFIC.CT'0A'S ABO;JE J- / LATERAL DRAIN r V 1{ _ 60 MIA'. � R.G- � / mod. AGL C!/T'1 1 % SL[)PE5 W//1 BE PLA✓yTF17 WITH AN APPh OL ED G20UN0 COYEP !D' 4,/�' r p ANO P.POt/JDED WJTN AN /.PR/v:s:'70N SYS7, q5 SCON AS Ok'.40T/G4L AFTER Rc�IGN _ � _ .PAD/MS, IN ADO17&2V 7P T//E !i.PO./NO CO4E.2 OL4N7r SHRU65 SPLI �D AT/O<T. LLV �'V7EXS � o--BENCN1NCi NO%EJ` D� t - - �- �- �- `- r - G�i. / d47HFiyO� QJ� [�T7/ WOIS OR 7t�E�S Sn/10E0 42- 20Ff AN ::FiY7EC Bdv7 W?YSrOPAL'E¢UJ(ALENT ---� -A-IN. GR. Ja� '�4p 'P �" All T/A/A720/V 7XERE0,�- 5WALL SE/rY-sTAL[EO ON ALL S!_^GES OYE,Q JSET. /A/ ALL PIPE 4"D/A. SHALL BE PLASTIC, TRANS/TE rG45z". �� !`//?/N k�%I&H _ OR ACCEPTABLE EQU/V. W/CRUSH/N6 awA'ov �Qa p� 040 > " h' FL4N -+/ �i� Q, `'� i�R/OR ?O COMMEh'-/NG G2AD/NG OPE.PAT/oA/SJNPr.FEZJiv_.f C1N7A4G70R MUST DRAIN DET/J1L STiPENGTH OF AT LEAST 600 POUNDS PER FOOT. �OUGF/ G pAOE LE'/EL F -> BELOLv T.C. O'eAS _ 3 3NOW� A' ON G.eAZOnVG PLAN �- TYPICAL LOT ROUGH GRADE � - 'S" TYPICAL PAD SUBD.P�G'INS OUTLET �-� TO -AXeZ? TE,PR'ACES 2 C WHEQEYGA' POSS/BCE ✓ 4c e II aPFla A )TTP,Y7J�nnr�,% ,W sew �[ au TYPICAL BUTTRESS FILL SECT/ON 0 ?.79iA;' r PERAy17- TO OPE.2Q7E EpU/PMEh7" FRpN 7W. FIRE DEP4 PTMEN� ,P^Of p V ROUGH 6VeA,XAIG MUST BE APPROYEO BYA F,'NAL GEOLOGY A/VO SO/LS Est/6!A'EE,f - ,NG REPORTANO AN = BU/LT GEJLOG/C MGP MU5T BE .N :LUp!D /N T//EP7AgL c jQ, GEOLOCs/G AW, O.E'T S.'BA'/,'7TED 7D 7;?/E L Jh?Y GE9zoz�plC SEC 74VR4 F .PEYJE/N Pr tiG C 4 3/��yOrY7NLy /NG.4.90nY4 rPEFb.e7s AQE ,PEQU/.PED ANO SN4ZZ ESE S✓B/%,P 7?/E� CG• To T,r/E Cou,✓rY �E�c�sT. 32. Ci�90/NG� G%AiL'S /19U5T BE S/l�..n•'Eo By -`7,/E $�YGS ENIa/iYEE.0 A�'� E ~ ENG/A/EE,e/N� GECGO Ca/-?T %.L�/O,Q TO G�iO/N4 APP,POY-9G. M4 TE.P/AL P/PE'�' S9/NpE,eloT�S - TGO G RAtl Il 33 S✓.Lr�EO/B✓5S/L7o1fSU,PAEA/C1�aW.5GTBL oB7E LOT5 3j Ov¢REXCrFReeOMGACTION ®OVERE;C. �TYPICAL ST Z E ET NMO.TOPEG..�/TSS P-OTlN.%'.71SN ADoP�„fEOX /7.NT.4S7T2�G.Y�0O/.�NmoSEAo �Cpsg7 U,B4EfJE PIA. A?,efCoM.04CTEO /OZZJGH n'P r-7 �oWBrETEyYTEEBiaiTuFir ..Oc: / I // �_ Ti24C 2%n53 2,r T,S�E EiYcii✓EF� /asGST sEr �oE srrrE� 6� ,qGl O.PwO/N9laE OEY/CES BENCNlNCT � �' "� / ANO Gt4TiG/N /�YSBECT�OnJ BE�O.E'E opU.EiNc�. y I COMPACTED F'LLS MUST D¢/G/.VQL ESE BeoVCh'ED /NT2J_43e/7ABLE VICINITY M�� NON PERF PIP= LA_'eeA/. G DUA/D!7 �jO•� MATEP/AL AS OETE2M/n/EO 15 7YP. AT A SPACING OP ?00''" �/� TYP. By 50113 ENG/NEE E? THIS o ,START/A/G /DATE May /97B Oe AS DIRECTED BY SOILS Mn. A.oPUES L/NOE.e ALL F/G[$ g�E `'JHZET A/ 2 FOR PlE'�.iJC... T INDEX ENci- DuE'.'.vG THE CClr zyUAArr,TYES77/If4TE0 / !-2 CO/IPCET/0117 D/7 TIEsE�r, 30 /97a G� 3 MP ET T PEP P AND TYPICAL STAB/LIZAT/ON FILL SECT/ON NOTE : OMIT SUBDRAINS ON T145E AREAS NOTED AS -57-A /LIZATIOAI FILLS. MIN. 3' COMPACTED RzL BLANKZ7- T2EM0✓E UNSUITAE31L I= X CAVAT IO N DIMENSIONS A B C D 401 .17' 2.3' I-G! 36 .21 ' 2A 1.6 34' .25' 2.5' ' Lai HE.PEOA/ L0E7' NOT //VL'LUDE QEMOYAL z. CO L E cU SLO PO TO Of UNSU/TAIL E.MA7FP/AL 02 CUT 1r0,2 " STA PT/NG F/L L - REMO ✓E ALL o GRADING FLAIA I HEREBY CERTIFY THAT THIS GRADING WORK WILL BE 6ErV-f117,G. THE['O��A.41vo SHALL GCE MA7E�A'_ F,POM 7 A�/To EEP APPROVED FOR DRAINAGE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE ALL0W4N--,f FDe THfM /N N/S o E.Or `14 LOS ANGELES COUNTY BUILDING CODE . GI-ope COMPACTED FILL OVER CUT SLOPE s-7- yHLD1--- gy; Date: DIVISION REGISTERED CIVIL ENGINEER NO. 234oZ DATE FIHI PLOI/E It' k'EPLACE OWNER GEOLOGIST SOILS ENGINEER REVISIONS TO PLAN PLANS PREPARED BY PLAN CHECK No. - p ' A5 COMPACTED FILL / 'AI`,l � PL AN D.: o of J rjEE ?LAIV �y_f- 1:1 ,w, A10af/�e�e/o' /'/o/77es S. E. McL�'q// f Assoc/.�1//'/C. .Cl.' E /-!G'cL[�Cl LIIL L%SSOCC[. //7C. Q d ...r /� PERMIT No. IYaA' 2130 If. 4th S4/-eef 2/G8 ,�1a�`hawoy J`. Z/�oB S l/QC7(gWG� �C• --- �JC �l / V O 5 JOB ADDRESS: ���'s �[Ati �c7nf4 LI/7c7, r4. 92705 gq'/7 z q CTivcr, 4fcz- 92707 Sort 71Q L1 /7c1, Cq. 92707 -- MAY 17 1978 TYP/CAL S'/EG�/T/O/J �7/4% 51J9-3987 r7/4) 54(o-�(OZ �T/4> 5410 -GGOZ consolidated,hc. /� /' / VTN W.O. No. 6HffAK-7 K If / aQ',*7 23/'2/7gIC - ---- -- ✓ �-i lU I SHEET OF �j, /�� L ENGINEERS ARCHITE'TS PLANNERS 29�53 -p ,E/II/ / %I C//Q'// I301 CAMNS DRIVE. IRVinE, ULIFRNIA 9266A Olq B31-IA50 7L C.E. 4/9 965 Pc"E /V9 - - - 11 GENERAL NOTES 1. ALL WORK, LABOR AND MATERIALS SHALL BE IN CONFORMITY WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION) AND ITS SUPPLEMENT; THESE PLANS; THE PROJECT SPECIFICATIONS AND ALL SAFETY REGULATIONS; CODES AND REQUIREMENTS PERTINENT TO THE PROJECT CONSTRUCTION. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND SHALL PROVIDE 24 HOUR SERVICE TO REMOVE, INSTALL, ►stc RELOCATE AND MAINTAIN WARNING DEVICES. 1 45Cf� ��' E38%,.�.Cz1iY�'�• 3. LOCATIONS OF EXISTING SURFACE UTILITIES AND FACILITIES SHOWN ON THE PLANS ARE BASED ON INFORMATION RECEIVED FROM VARIOUS UTILITY COMPANIES, LOCAL AGENCIES AND FIELD INVESTIGATION. CONTRACTOR IS ADVISED THAT LOCATIONS SHOWN ARE APPROXIMATE AND EXTREME CAUTION IS REQUIRED TO PROTECT THE EXISTING FACILITIES. 4. THE CONTRACTOR IS ADVISED TO USE EXTREME CAUTION AND PROTECT ALL WI Ewsr. r�11DE EXISTING UTILITIES AND FACILITIES IN PLACE UNLESS OTHERWISE NOTED. i CAlCTECTIN (PROTECT IN N 5. AT NO TIME SHALL ANY BUSINESS BE WITHOUT ACCESS UNLESS OTHERWISE, — APPROVED. N }' — — — 3 . 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE CITY OF DIAMOND BAR AND CALTRANS IF WORK 1S IN THE STATE RIGHT—OF—WAY. 10y°5 ' a'I ` EXIST. 1r RCP 7. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DIVISION AT LEAST 48 HOURS PRIOR TO STARTING WORK ON THE PROJECT. ALL WORK SHALL BE SUBJECT TO CITY AND/OR STATE INSPECTION. 8. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES BY SWEEPING PAVED AREAS AND WATERING. Rl CONSTRUCTION SURVEY & STAKING SHALL BE PROVIDED BY THE CITY 10. ALL NECESSARY MATERIALS & COMPACTION TESTING RELATED TO WORK WILL BE DONE BY LABORATORY APPROVED BY THE CITY.THE COST FOR THE TESTING SHALL BE BORNE BY THE CONTRACTOR. 11. WORK HOURS SHALL BE AS DETAILED IN PROJECT SPECIFICATION NO WORK SATURDAY, SUNDAY AND HOLIDAYS OBSERVED BY THE CITY SCALE, 1 "=5' DIA RCP (1500D) ow.. tY A N VICINITY MAP N.T.S. 12' j 14.43' WN., . . P,4 Z I� _ Ias 4.50' REMOW PORTION V EXIST. I ' 6. 3 PARKWAY DRAIN FOR PROPOSED STRUC RE OKL gar EXIST. 18' RCP 1 �I I I ek 19°' .O1022 10 REMOVE EXISTING PARKWAY DRAIN 1 EA 20 SAWCUT AND REMOVE EXISTING CONC. APRON 55 SF Q3 EXTEND EXISTING CUP AND CONNECT TO PRCPOSED DRAIN BOX 3 LF ® CONSTRUCT CATCH BASIN (WITHOUT CURB OPENING) PER 1 EA APWA STD PLAN 300-2, W=3.5, V=4' O CONSTRUCT 18" RCP (1500D) 4.50 LF © CONNECT PROPOSED 18' 01A RCP TO EXISTING CATCH BASIN 1 EA NO. 545N Exp9 30 07 EX1S7. RETAINING WALL (PROTECT IN PLACE) I II' 6• 1 I � *o�°A EXIST. 12' CUP TERRACE DRAIN EXTEND 12" PVC & CONNECT TO PROPOSED STRUCTURE 3O CONSTRUCT CATCH BASIN PER APWA STD. 300-2 (NITHOUT OPENING) O I PROPOSED If RCP 5O BREAK IN & CON CT EXIST. 7' WDE 12' RCP TO EXIS C.B. 6O CATCH BASIN (PROTECT IN PLACE) SECTION A —A NIS ! Li! Lf. CONTRACTOR TO DETERMINE THE DIRECTION AND DEPTH OF FOOTING PRIOR TO CONSTRUCTION 11 a co MAR 0 7 9nnj