Loading...
HomeMy WebLinkAbout631 .42 V. PRDL'05rt)T C.La 22 LT N J Li -1 Oc V �9 s LT Ill +D.4217eaa7 +6a '.I11 La Ln w s Ln a 4'n 54 LT - ,�W o >rxLST �Lzounlh 33 t_T a a a - 54 LT o°��• + M t � -_ - - t _ r - - a V.5 Z LT. ,��. o 57 LT • a 50 LT . n N SL]RFAL5 PTZOFILE N rrl 4!� Q t �9 # � 111 {•- a a LiY - F-- ___• - 417. 111 lij ni l M • + /LA 13 uj tY � i Q � ti �T G v, 154 In _ �„ N' EXIST. 62U13KID E > r i r Ui O(l + In 5�. .. w z N + 1� ul a 10 0 V.L. z + - .n:x Qz + 50'+ o u LJ a Z_ x -r t r., J. `" � 4orye 5fo RT v Q to -- O• M �p h"' 54 RT - at _ d� �/ - 54 RT Ln : e4l1' Ln 15oC3 L !�1 - o c EY 16T. G1Zav1�JD cQ �53'27- `1 rt► J N N d , � � %;� - Q OU V•C. v 4In ; +� a M In j D 1 2 3 4 5 co GE�IERALL MDTES : �ER-PRD2, ;�;40' 1. ALL WOOL/ Si-L&LL CBE WME tta A.LLO1i2DAUZF- WITH T ir-lr PLANS AND T1lE STe 5+44.L2- ►LTA LOM A14 D ZWE ALTA LOMA DRIVE 1NTE12SEWAD D¢ TR A LT MD. 8 024 SIGN 7nE2 lA1ZDW0 e6LINT`r STAWDAILDS AMC--) ST�ELl lLAnL0U6. 1 ,INTLS7 AND �IT k f,/1�. /ILIA LD MA 012- 12. 5TOEET M n vt«bS PE12 CG AM SEmu&7Ci kin La U UTI• ST-AmtDo=D 1YD �50�5 AM 303 a SUAIL gE COMST2ULTED aT EACH i1.17EImo[TLO11. ( I •- -- rn � ~ J METROPDLITAN WATER D19RICT OF CALIF. Ic = B. A PEA MIT WILL 1gE OEnWrZED F120M TWr- LOUIUT'Y OF SbM %r-2W&(2D 0 �-'� 1+1 j 20'b.$.L.D.E• DR/�iNA(aE SVVALE 20' S•6. .D.E (a � ZUD ST&T5 OV CALIF62UIIl Pt2IOt2 TO ANY ENLIZOAL1•i1VIENT 07- L.LJ _ � C0k167IZUCTID kA W l-TPI U 7WE COU AITY 02 &-TATE Ebb=MF-NT4 OR QI L-14TS or- W,&Y, T IZ A -� 15, S.B. .D.E. .n ,�{ I 6_ 19 uU LZ� i3 4L51l� 2 4. LF /a5Pt1ALT GOAlL¢ETE t5 "TO RE '?L.4LED i71QFLTLY at'a 51113G12bDE, z � - A SOIL STEMILD11T QF�lSTF-27BY TWE E.-P. A. F02. LYSE UNDER A-C. ~ i 'P gNI�gT 0. 1 ( S�>2 1102. I AVIS) P.(--C. SIN ALL 1�3E LAN IFCX¢(SOILY APPLIED AT THE MAXlUF'L1CTO ¢iGS2S w I I IZELOMMEUDED C2AT1✓ F'Of2 TWE FULL Pb.VEMP-ILLT WlDT%4'F'21DM TO PavluG, W I `V" DITCH A 6UTLCT o1c 1 UI&NLAND 1 AVENUE S. AT TWE GOMPLET10Ll..l CI CZOUG4.1 G12ADING A MATEMA.LAG LZE1�1zT f" STIZULTURE bTl�TE NIGNWAN R/W /SAID TIIE RCW FUSED S7W-Y-TO TZAL SECTOU U 4G"A L Bim SUPW A LTTED t3Y TWE. TIZAL7 E"l1.lEEQ TO Tl•iE SUBO(VK- C" �ECTLO" OF 7WE SAU E3ET2UJiMt)lMO L.-1 COUNTY TWALlSPoQTA.T-iDbJ DEPI�TMEI.IT FOO 2F-VIEW ANO1EVALUA70LI. INDEX MAP A.PPTZDV&L- WILL WILL ML- GIVEAs WIA 11 A-.LL STC2MTU0,&L. SSEMON`l 1214 1112EMETITS L•IAVE rdEEU MET. , G. COMPAC'nOU TEATS OF r-MF-,A WME-NT CONSTQL�CTIQU, T1ZENLW MACKFILL, COWFULTLKI& 00alNAL C&MOUNID AUD A.LL SUL3-GQADES Ci1A.LL S.W PEQFO¢MED LST A10 GOS'T TO T"fr- COUN71 OF 8E_�I�DIAIQ. A4 W LZITTEI.1 IZEFYUCZT' W ITI4 TUESE C�MPI�CTIOTIl TES75 S4 &I I Va?- SUBMITTED CU2% IZF-TI3 2W Ctl2VE DATA TO THE GOIIT2,DL-TS AtDM1UlSTt2A'RU u DLVISI6LL OF TIAE7 SMl F3E1z AIAQDINd _ _` A: 90011,15" 4 ClJUNT`C •CTZAI�1GPOt2TA,T1GLl LDE.PI�>�i-K1ENT t=OCZ AC-'PCZOYL�L,r•�QIOQ TO �liT c� C�L�LEMEUT L)F 13A.SE MATE¢lL1L At�tD/OQ SU¢L=11GLLtG. y R e 110' L= 31.49 n a - vG64 10 t 'SLOST. 51VIDE UHL.510EWAL� NEQ S.B.C0.5TD 7. AT T14S 4CDL4�LETWb4 OF PAVW6, A. MA-rMZ A S CZLPOIZT SU4L gL! s' DW&. ND. ID9 )-'fPE A j SUBMITTED TO 'TIME GOWTIZAGTS F-R&ILIE.F-Q OF THE S-A14 $E�_ 2WAlZMIK6 I m LDUNTY T T2A1�1S7?OQTA-Llat l �F-PAf271AF- 1T LlGTLKLG AL-L- TITS ©LZ � 2 3• 4. 5. �� 7, a. U Q DE.TE10MLU&TIOL�LS GOMPL_ETED TO VEC2IF"Y : I h COW. I3 OW WALL i NiT T6 TIOM Te. t to A o 2 a A. Q -VALUE t SIEVE �!\lAL`fSlS dI�LO SAfALD L3mtI)VdLET�IT OF h°! PL-Q. S.R.CO. 5TD.DW&-ND. of M. W. D. ` /1GG2E6ATE 86SES, TYPE'B" WALL M` CONS- cow(_. CURB EE t�llfCl-7Z PEZ. 5.8 CO. CO T. 4' WIDE CbN .SIDDYAIIC PCQ.S•B.CO. 5 UWG- NO - I 0 9 -T`tPE' t 13. S7&EN U TY, OI Fl]C.1 NTEUT AND SIEVE Al lALXc.- s 0 F g C R. J _ p .C£' I t�ho STD. DVI�G. 0.tl5 lz/W ain 1LSP1-1/ALT SU �G. o? .• CONST SIDEWAlY AMP i A. TUE EXISTa.NLE LMD t nreT10IU OF AU f UNDEt2G2MLm UTTLaTY PIP1=S aQ PCI2.62.L0.5TD D;V'G. �. _ ♦ Cir N6. IlU 5T12L Y-TLIQ EC Sl-DINKY 011 TWESE PLAIUt Al2 E 0672 1 A lF-D C-- 2 M -- - ---- -- -- --- - - -__ - - _ __- - ' &V&W ABLE C2MC4)C2D ]MF=5L2MLL-nL3LI EXGECJT WUE.C21- OTWEQVWlc-f *� 4' ,t l�h L7 L" 5DD' 1=0 2 ANY F-W-C KITE Q W L T U SL)C A PLPES 6W �TIZ UGTU 12 Et ATUD (+00 I�UZYL _ 1 /� ` 1�1.07ED. TUE CDPITT�AL7L�Q S1•IA.LL ASSUME RESPCIA.1Cl �1L_I"L'Y 'h h� +!�- - � -- - _ + _'� - _ . _ N a9Y 31' 59« 2 -+-- _ _, lw St-!n1 1 L3E Cz6POl\L�l BLE FD>z Tt1E1C2 IZEMLT/AL0 QEP/J1<Z L9TZ 0400 6,141&WLAND �I`� �--- - - I 12 v •� 4 5 S rDNbT. caI!lc�x'GUTLEY' T `y o� � N I G N LAW) AVENUE ; � ,,� BEt1LN MQ�Z{C'. M.W.D. P.1. B¢a5S MOLUUMEIIT rill a>= 1-IELLlllldl.l a►VE PER 15.5.LO.5TO DYYb ' ,y �` NQN-y>=N1 LGESS - - - g 1�J - L78.Oa S`LY OF 11�ITETZSELT101.1 OF WEL -MMU AVE AIUD/ALTAA LOM,& 012. ND. 119 - - ---- - -- - T T -- --- 1559.40 cDnlsT. cDKL.gLDcx WALL - - - - bTArYv - -- -20 R= CZ . C LZETULUV - WhLL A• UMI. COL�L. ms a 6UTTE1? FEe S•S.C& , LLQ B.C.R TDP OF WALL ELEV. 57,50 570. DWG.NO Il5 - 10. PALZKYV,&Y '>UAL1` RAE PL-AN`ME3 V117H 1'S Cop&L.71ZEES VAIZIET'! I IVi' CU2% 2ETUt2N CURVEDdTA n A&.) NFPt20VF-O B*-r T"F- COUN-T`C � � A: 10*4,9'25" rLAN � C012NETl L.UTS tAlmiMUM -5 -TtZEES 13 2STO, i"=40' IM-TETZILYZ LDTa MIUIMUM 'L T2EI=S T= 19.95 V I C I N t TY MAY c Lc 31.35' 01• �. tl. 1rRLOlZ TD ,&Pf`f KIDIZJ, OVEtZ METl2aHDL_CTAN WA-= DISTQICT RFEUr1£I ��� �� _ _ _. _ �� - _ NOTtFIC4TLDU SHALL IiLE MADE AT LEAST Z WOlaxiU& DAYS I _ c-._£4#°4- O /= IMPROVEMENT PLANS .:: P2LdQ TD SVGL-Il1VOQJC TO: �° MIZ. M61[E YAMLLrVIQTO JOHN EGAN AND ASSOCIATES t� P4 INE: L 213 Ca2Lv-4282 EXT. d32 _ _ _ _ _ I :l CONSULTING ENGINEERS ; _. _� __ .. •, �._ _. . ._ .,,r ��.., - TRACT 915 f;�} « NO 1631 NORTH D STREET. SAN BERNARUINO CALIFORNIA $2405 E PHONE: 4 714) 883-8761 HIGHLAND AVE W E I L _. __.___► __._. _. __T_ .,_.. - _.. ..-._.____.__._._ ____.__._ {..__-._-_ _.__ / rE�,�, �.�,�; ,,r - �,Z -.a..-.__ ..._--._ �,_ - PLAN a PROFILE - STA. D+00-TSTA . G}DD ! Lti1L ae I r0.. (f 4 # 3•r-,.�� INDEX 1, Vi UlTY MAP& JUL1N G. CGA RL.L 14853 DATE ~. _.• r ______ ( 4 lia F" L e c. 5. t"ET of F-: s . , L v PRDPDSED 7.6. 1? 22 LT. 41 a = o 5� Lfi. - w cv r LL !• *In +U) 111 sq cfl–v S car LT M o - Z T � > o N L -- t 1n 1 + s v k neDISN D 33 LE15-7. ;_-;__ 54 U. _ o L - 2o'v. . � � 5 T W - -SAg r h' = PROPOSED k 6U12FACF PQOFILE �, u1 a Lig - CQ � , 54 Ld .40% 54 4 EXISTING GQOUND AT - f >; �; <:•:• +4'�1 �N "0wSo C3 � Q -— �- V4Ino Ln 'p + 20' V. u,1 _ - 3t:41V P20POSED Y.C.B 22 RT. m' T ° ° -5G QT •��! N� "i [ DT 4IVI +1�NN111 N JQ 1R1 - - In M V li 52 Chi t '51 la EY 1ST GROUAIb e 33' IZIC14T _ �� �" � � �� w �- r N o so p-� 4ji p A T S 9 l0 11 1Z 13 P go FILE 41D2I1. I" =40' VE12T. V= 4' I • < 5+33.62 AL ��Ln'n ^ np _ i, INTERSECTION U71T�T ALTA 1}Ellr(lM! 0.VE i i 1 if 22' 2' 11' 1 7. 1 , t e� , 18, t.• ,� �. 1 �• I�. L. 1 - 14. I5. G• ��• LON�,7. 5'�i1DE SIDEWALK 3 CU26 IVETUQN nP-VE t)ATA. PER S•f3.CO. STD. DWG N0. 5Z'OG" I _ t 9' TYPE A a r Lu jF I L* '51.37 ' .SSD 1/4•' 1' LEVEL LINE W CONST. CONC. CURB & G13TTSF- PER S.B.CD.STO DWG NO 115 - 1 1 UFF: CONST. 51DEWAU; o N c E `n (TYPE "g"LONC. BLK WALL Q II �Pl RAMP PEe S.B.CO.STD. ( d _.,, o N ��OpEtf4":1' t W'U-i � GON �. 4'VY1DE CbNC.SIDEWQ K PER S•f3.00. CO ST• CDNC. CURS > GUTTER PER5.5.CO. 5TD 2a'R 'gw,'U.y DWG. NO. lID X11 ?-' i g 1 --- : y STD. DYVG.ND. ID9 ZYPE'g" DW HO 115 CONST• fbLK WALL INTERSECTION ; �� `�� i o v ��� w PERS. .CO.5TD DWG-.ND N2. I E.C.R o.zt A. , ED SURFACE ?� F. W �� o i 1 t+42 ONhT. 4'WIDE T`(PE"f?S" SIDEWALK Q 'h I PER- 6.B.CO.STD-DWCI -w0. ID9 0.35' ALLIZELATE ,p Pili E - -- -- LDNST. T'i CAL. S" CURB a GUTTEE FEZ 11-J – - �!°'��p - !�c,• do I : \�' S•P�.CD.STD DING.MD.l15 " ��`� Nl GSI LAKD AVENUE �� � '� 14DTE: SEE S.B.CA• STD. DW&.NO.t03 ��oo _ N 890 31 5 9 E 1 STA 1}D0 t WELLMAN 6VE= FOR ADDITIONAL NUTES 'O ` t ' ; �q SZA13+54.12 MGN LAND AYE bIDhDWGxuD'G9TTEQ PER S.B.L013 h��co 1 io YFKIL-ULA1Z dLLESS \�' , qV TYPICAL- - a -- _ _L-ROING LINE --- - - - - -- -- — - -1 l liha�°j HO bLALE S14TE NIGNWA`( R/W I of \ CONST. T'fPE'A' CONL. I3LIC 1 20' R E.C.R. `y,l�v \CONST. CONC. CURS $ GUTT•EZ PER 6•5. Co. WALL AT CURB RETURN - - D;58 1r -i STD DYVC,.NO. IIS TDP OF WALL ELEV.= 53.00 It U ��v I CONST 50L.F.t 8"A.C. DIKE +' �rQ COV-S MTU2N CO2VE DATA I' PER S.B.CD.STD-DWG•NQ-1I7 D= 90'01' 54" 1 TAPER TO MEET EXIST. DIKE _ Q= owl j REMOVE E1C15T. A.C- DIKE L: 31.44' 12 0+05 PL AN- bq gr JOIN TRAN5I7ION DIKE v 4 TO EXIST.DIKE 1"-40' - _ IMPR0VEME WT PLAU6 ". 0 N: to N r ' s j� -64 / ✓ / Qp 119 ♦ Vro _V `�'s . - - PROFILE EXISTING it SUIZFAL N i-G0 „ 1 :G O Ln EX 1,57. FfL C 22LT. - 58.. a N •5� IC4 r - 438 In eo `" T'ROFILE ex15-r. _ ,� �^ N / �� TRRNStTIOK FROMIn _ N •^ to 12 LT T U 2 ' c, 2 LT 54- o EYIhT. F/L ID 12' RT. - `54 54 �� X52 �-' z 5T • ¢ n ��/ / I �+ ± f6SE 6HEET 4 F8Q BL.DCZ WALL DETAILS' v L Q` 50_ n a d 50 _ EX 1 ST. FL. C IT LT. d .3 a M 0. rII r `t / a; NOTE: 1 s Q 3 .i 4d- r 49v SEE 5NEET NO. 4 FOR 2,ULK J �+r ut G� r /// I Ifl J a0 F' a0M r� t O Ex T•C.�22'>'G l�� WLtLL DETL11Lb L 3 b m N + N W M � � J . � N aNQ _jC4 3 oq �G v c4 - P c�Its J ca w� sM v �� Q � g "o �G /NNd ` � � � c w oq +czp� ���� -GG ` re iu 3 NM M t _ - A w J •a n EXIST. C,R011111D e 28 LT. v 8 k'3• .07 + NJ� 3 3, �� t' I z� 3 .� 0 3j , 3 3 r H f' � � � � Z � 44 Q + m M I d _ �- .� %3 .3 � 3 J 3 Iv- / -G _ cv �, v a, � o op S to s N r --� EX15T. T.L.C 22'LT •`I0 U. Luji LP A lh , '.� �JZ + �. - TDP S1D{;WALYG•'32.33 L L TOP DEl►IrALK® 3 FIR. 6F. LOT 19 LT. �PROPDSED T.C.Q 22' RT. -� - �I� W n. •+ _ -�� '1b� r- _ _5G �--- - „� ___J F•G. 58. i `; p F4.5S2_/ J TOP. fTG. aim 5g� EXIST. 6muMD@ 33' RT /. ,� k3 � ..58 1� �r ao � �_ v �C4 CL FIN•GR. UT L ,Z,c, 1-� F- --A PIROPOSED TC. (k 22' LT. TOP OF FTC . •5G S2 z U� rR o _ EX t S"1'. T.C.O 1 VT. •--� ti t11 o. / ;V + a` vpw o _,_. . ._ 54- / N �� M -54 50ID - � � TQ?OF DIVE wl 4- Ln ±� F + Ln .�_/ / 7N N O v 5 2- c, -52 48- +I ' o: v M f- � o 5 0- . 3• � �1 rn lo' JD' 10' 10, o 1 2 �S 4 53+ - 4 - - 0 I z 3 �: 4 5 } PROFILE HELLMAN AVEUUE, �� '�' •!' C^'i �5p� ,r,. �t • - NDRIZ. t"=40' VE(LT- l"=4' EMILE BERYL 9. > N v �. HDR11. P'-40' w J' !� CONST. CONIC. ELL/ WALL PEe DETAIL CSUT M0.4) =z, �; ,�� Q� VER7 1"=4' �v ,� o �� W LOCATt011 AS SNOWfII OW PLIAL a� ! yeac�° t- �� w �� �`i *, o �V µ ap�yVb4�' pl,t,y tpnc 4. �V u w MLU u ho aPoT b GOh Molal x iV E 1 5 . 22' w . r-1 Q� o + 21 A.C. 7 :L, �, t>SI�; i Lr1NST. 10 CONIC. CUiZ>3 GUTTE2 PEt? vj �. h ►� i2EMDVE EXIhT. PilMT c I �3 p.� + O O N: z z <v EXIST CONE GUTTER '�/� SLOPC %a" : I' PAV1N4 -+ a� �o�x Ojcfl �,OxO -w v! p DETAIL A' `��;. t.. 2.957. TO 4.107. Q t '� �r yi/�y„� VA1Z%F4, N A' D 4 . ,,icy SLop� LO -- - -- _ -- - -��E L -6T REET-- - +- C.OUST. S WIDE 51DEWAL14 PE1Z S.B.CA.STD DWG ND 109 T f ,,. , ,- <i vi• �� ID-45' AGGREGATE Mtl OO SQW CUT `: °I / T �+�''`uIlk - 1 - p _ - r �� SLOPE 1/4« , - -- - - - - --- - - --- I PA INC 95 7. - r7 V y TO Z -- - - J� -_CONS►8 CUIZI3 t£GuTTEtz ate¢s.a.co ,-t BEV .f, QLD RIES I STD.IDWG.N0.116 p.45' AGCMATE _.. .. _.._ ._. ... -. _.. ....._..-_. I. .-- ?� � � ; -- -------- - �, I ASE /�-REMDVE EXIST A-. PAVIN16 vZ '; Z ' c.s I ' 0• _r iS ' G°A ,L, EM5T. 10" C1173 I GUTTER ` I �i b _ - ------ - -- --- c ,� CURR UTTEe PER S.R.CU•STD.DWG.ND 115 d1 •I- d W � � � Z ( I d� a y� a zo_ •� �M , , �I, TYPICAL SELTiON- HILLMAN AVE - STA 3+00.&1 - 4400.&2 $G v 00 3 0 CU79 2ETDQN Sia CURVE DATA �d I TR�ILT O U Z4 IIS NO 6Cl�LE �� z� I 4 ' �o es190 11,35 a �� u 13 a� I� M TYPICAL SECTiDN NELLMA[�I AVE. STb 1 42 - 3;00, G2 o ,, o i o ZD 3 y vp n F III r vki W �u y Cd& t j L= 31.4&' Qo ]t 1dW'� OI aC9 �� I III { 0,1': a� � a� d f W c� , W j s3 w c a �� I I�I a >- SEE S- . ---- MO 2 F� FQ . � oLu (L 40 .�� 0 ' fir-{ m - . Yr O N „- uT vw ��''� G �D )~ Z old a poi 1wu a N? "ice p! NF"M - Ud ,aaw a car l LUQR QE11lRN �� F-►= F - SEE 5 El N0. I F v -A w __ GUCl.Y 1 DdTA z a `n -i Y o 1w J '' �� CUQ5 VETL31ZW >- w ��Co n1� �j no_ .n �� Ca W }c wl - -0N �� m - F-- �,n oco► �^ z pl N w n d V GUQVE DATA► ,� �D o c = _j Q G 0 'G 4 4 z 11 p _ A.= s9*4S'7-15 oz� Jv Q � �! a F- o� b.- `70'07'54" N F-- -a uVdd�,u R� ,�, w � `- _� 0 ., I3 V.� p, d .n, »C v I = 4 ��OU f-- � > 3 a C & 1 -ZD.0 5 .� - -�00 n o n z a w n � : 0' Ci I I 4 T° I'>.93' o_ 2: . xo I QI F on u o F- LV ►=�.` CQ v Ls 31.3'5 • v �' cd p c W � F" i�`� Mak L s 3t•4L' v E; aj� nl I �.11 41 � n � � Z =y td, v N p c n �i , o Al!l -,tu I"'i' u �i�� M ,� a:a �' �j i ai�`r r zce r u �,��� w o 1L•/1 4 �o k F=" Z tY, z zo@= I od NOTE: CONSTTLUCTVaQIAB AL.PAVIVJb vyjy KW dfu mlz 1P olz _ w ;� �?� u ` D' Z . JJu wI� 0 b� ; �Y� 6 L1 k x N � a NEIGNT CURB TO CdUST VAMIAABLE MT. /A.L C c+ c r h t e1 �0. pi o p to f`1 j / 8 F/L a DItCE FtZOM E.C_R. TU MEET D" Qlm p' _ - o rv, g Fno M �� ' 1I VIEF Q.tyD KIQTGN v Q t- �i I F c EX116T CUZIL9tITAO+D a' > Exl5Ti1�IG 6L.C_ DIVE + e ,n, s �; �y1 o� � ►� I 11 p LAN gERYI STREE1` Is' i- - r xi �' R ��° " >z/vvXIST E" CVVBAGUT(`E3Z l ARID Td MEET MEW Inc x ki W �-- I NI 1"=4D' CUIZO 5TA.0+ 'Q I�lll�l :.Ill:. R/W i`'� iN �' - -- --- - -- ---- -- �� -- -- S 0 jo . fN/ •, •d li M �' ti � E- --- °�--- !`' �'`?s��--- • ----W _ -- - °� - �- - -- -- �1�, -._�-.--epi- Li 7 , j TT _« _ ------- -- ------__---- ---_- - ` YAR I ABLE H E1 GNT URB DETAIL __-R -�_�© �� o�z / , �.�;' , , , , , � , ; , � � ;_,��i�: :�i//i,+ ,I � 4� --4YEN0 E � 'STA 0 D !, TO STA 0 55 BE VL 6T. Exls►. waTE LIME W - r .� ►- t?ENtOVE EXIST. CONIC CU2g y I' " : 1' �-'``r 14 -4 o `� vl" v "�[] NDTE: Q>=MOVE EY1ST. EXIST SEWEV- Fr'EANE2 PVMT. 2' I �" �` _.I ,, � 1= r4 u'S n u l d> U .4 a v o >o �r-i SLDPL /4 z �; a c -� at w 01 - � z �`' Q'ENtOVE EXIST.A.L.DIKE FROM T�VMT. AND R1= PAVE w �.'C i .0 I �''_' `t bTA D+08 TD STA 4{-00.(02 N STA 0+05 a �d :�� ('�' v w a!I'-,Y 0.ow a0 "7 + TD `STA 4+00.L2 �� z� 4 4-MWTl1 SAWLUT = o e-oA1ST. 31 WIDE 2' I a " + Lu a �.;Z� tn�; s a d9 CONC. GUTTER EXIST. A.L. PVNIT 7,+• r • R= z• eE�'w a z N1 =c' CONST. ID CONL. C1309 9 bUTTE1Z o. 4 o ,, ---- _- I �Z ••� �'-r PLtZ OETAIL A • L� In .9� UJw I l�.C. FILL_ ° • CON6T. A.L. PAVEMENT 0.50Ti4IGK CLASS'g" CONIC. I,o a p1AN HEIIM�N AVENUE -_ D.45' AGGREGATE &ASE � � ID s ~� �I� - TYPICAL iECTION- BEIM 9.- STA 3+D0-%- 3}82 _ 31 ® NO +6LALE - -' '61' _ ' o y. i .06 121 1 _ d. F- s 12' 5• _Z a i CDN57. CMNC.51DEWALV_ 'T PE A" FEE -� �� NOTE: SEE 5.6.00. STD DWG.NQ lis F01? ADDtTtDNAt 110TES 6.15.C6. STD.DWG, NU. In AND DETAIL5 i - CON T. IA"LURE 41Gl1TTElZ lu REMOVE EXIST. COLIC. CUIZ& PEI_ DET.`A" a • r FEATNEe PUMi.2` r- �y - 6LDPE V4 + _ UR.g f GUTTE R - 10 C.F DETAIL A scA�E t•-1r a CONCRETE GUTTER 511 MT11 5AW CUT. �� >i _ _ _ T.C.tLEV. _ t r ExIs►. AL. PV Mt' 2' 3' ;° i - '�j ' FIELD BOOK REV. I! � .JOHN EGAN AND ASSOCIATES - D NO. _ }1�. - - :� -�:• � � _ sAl>� PFF' N�Rr�tl>�c� tMPROYEMENT r PLAUS CONSULTING ENGINEERS IW_ . c�¢[�.� ..fir king+ a�� .!«.'E{'`n ROAD t� 4�C4. t ;� iVl _ NT _ ROAD NO 1631 NORTH D STREET. SAN BERNARDINO. CALIFORNIA 92405 (. 1)TTER 1�� _ Yi` �-1��/ ;};t CONST. 3`W(DE --- - _ ,• _ � •, � .� /�Y/ .. _ �--�--R DD e�- � _. sY c>r:F�R �r trrFl� e AF•F'FrC1vEp BY TR A LT � f L .C. FILL---� CONST A.C. PAVEMENT. 0.56T"VV , L corvc. GurrER PHONE: x7141 883-8761 _- �-' .11E ET • PROFILE. CONIC CUTTER � ,7 3 0.45' ,ariGREGgTE SASE � ',•'•' - . r.• �ec_f1nA____-.�j_�'�_�_3 ?`I X18 - 1� t L "JTQE PLAt\1 � P F!L E NO � N � PROFILE LE SVF�ITYE.O BY�'__ � _._C a E -D.ScT C.OuhTYE NCP r�UAE>S DATE ELL1YlAN AVENUE PLAN C>,�e.. No. �'�1 • TYPICAL SECTION - 15ERYL 5T. - STA. 1 }42 -3403& -CD%4 ��Nc.>�1kwaLL PE2 �' .5" 277 R�' ^kkE� ,f�;����=:YE � _ _ T`(P1LAL '�ELTIOt� DE.Td1L-SUEET N0.4 EGfiN NO &CALE1,._ EVISIORI$ AP F4 p�, isst 4�a _13a-� CC�U�. ENG�,t F_k DaTE �• , . - _ _ - N 0 1 .I C If" 1I 2` TVA?44ATI0W-_SEE GIZADI hI PLAIJ Z- 'fit *%Ran O I']."6.(-.m Ax 0� 3•!z 311,z),'/,z'* (ALV• 51 L. ANGLE { - 0o = SLOPE '/4" PE¢ FT. `�" ` ___. .., _ • SEc 7t D A-A TOP b F WALL ELEVATI D N ' i w 5 d � In RADIUS Z' W CC . - G it; SAlzti t !Z•o.�.tYIAX. Q TYPE �► WALL �.15 .C. D-E I . r v } > T•C.ELEV. X 5'9" LDDl4 1 .. - SECZtDN 16-� I FILL EWMIZE CUES 7-r-TIIE11t IFQ>Z TTZQA1C1T1 N SEE W/0,20' A.L. '•C� GIZAr-X" PL/i 7.7 77 , TYPtLAL �� DCK'WALLS CIIAE RETO 1 �OLTN Sl DE HIGHLAND AVE�IIUE I RlW SLALE - Va"•l=0•' 1 6W. IN FOOTINtA TOTEST P- 200C1P.S.1:a 2a DAYS. _ C)MC. RUCK TO BE GQADE"A" UNlT6 PSV- ASTM. C 98 TYR S! 1ArI,1 LL I �Doiz OF ESDlt TD 8E T¢bWELED %SM00'TH 3, GQ011T SI-TALL iXE ( PAS CEMENT,)2 PAiLTS PEA GRAVED 3 PA27S SLITID. �NL"0213 SVIALL BE '3/s*t-;�� HEeDED -SQL SzuO 11._ M,OQT�IQ SUALL E-E I t'DT1T LEME[�tT7 'J2 PART LIME j WITH ld EAD D= I" ATTALIIED &Y'A FULL PE NETZ&70M PU7TT) 4 47.1 PAUR- S&%1) BUTT WELD 3. ALL EXPOSED STEEL BE 4ALVAPL[ZED S FDOZIN&S SL1Al1 SE PEALED Q[sA1NST L1NDl5TUQSED tUATUtZAt I '8lL OV- COMPM-TED FI LL PLALED I OMPAL.TED PEQ SOILS I I A COW.5NALL PSE CLAWMw INVESTl61LTlall! L2EC.0MIUIEND/11101US, r TZ/W L 41ELLMA?�L AVE be izM/ �'BF�`CL STRECC TJ I3EQYL ST � 01z HELLMAN AVE � - TDP DF WALL ELEVATION USE SI1)EWALY. FINts11 ( TDP Or WALL IrLEV' TIO — ++� 4-44 BAPS GOVT Z-w a sAes eor�tT. toT LEVEE CDNC. MASONRY WALL a w C CbNC. MA5ONV f WALL ;� Z i ,'I ' ' ' �; . • '. ;.-• FILL ALL CELL6 SOLID W/CMUT B FILL /ILL CELLS SOLID W/GRDLT d * tibDEWALY O 12• 2„ d .. BAQS J1 y Lu J W W •X- BASS « w d " = m OMIT HEAD JONT IN F112ST CW2Q '= I LL. • I 3 OMIT V4E0 JOILIT IAL FI12STCDt32SE ADVE wEDVE fEEP �ZA�DEL�32}'D.C. F� I G > M I I h • GRADE LA32"O.C.FDIz WEEP HOLES " gAQS M 41DEWALIL `-- �I LOT LEVEL s t �. . 'N TOP OF CU17B a > i -- C.F. 1 S 2-*4 BARS CONT + -� 'Z- *4 BAPS CONT. A GU-TTEtZ F/L ; I I g N (0' = S. 10` • T g X Bf1I2S i � � O X,r BARS O O O l-{ NO•CE +G - 3 Cn 1-t0' 3� 32 `0•C. DESIGN OF WALL15 FUM t13B 32" O.C. - CONLUITE KA60MEY ASSOCII]MON � Co" I� 9" DE.SIGI�l MAdlL1QL 4.' Z," 2=2' +� 4 e 41,'"D•C. ' 11 " w 417 714"0.C. 1 Ir 417 24"O•C• S 8 2 9 -- — — - - -- — - FALL OF cues TYPE WALL i , TYPE A WALL N) mins= N DIMENSION P, 114E MLIXIMUM � "�E: SLE il]lK NLS ALL WEDMQXIMIIM �nn, gL0 CK WALL �ETb►1 L'� 'J`y 2ET&I lelING &U-OWED \ T.C. GRA1�E LINE AS SN01VU ON PiZOFiLE 1 0Ft E OUTLET SIRULTUDMI D ET�1 L� ' N ' JOHN EGAN AND ASSOCIATES COUP, �f Or -}�N 8r I- f P.t���,,, i MPRDYEME�T PLA1�1S TRACT 935 CONSULTING ENGINEERS .._u.�._._.�«...�,. ,. — __ .__._,. ..�__ - _ .� . :.. �. . ... ..__,_. f� ��.D ._ � .�r i '°;r u. �: 1631 NORTH D STREET. SAN BERNARUtNO CALIFORNIA 92405 PHONE: 1 714 1 983-8761 t G 0 DETAILS S A> TTEn @t Q• _. -C•OC ATE Owg. CO Nt. ILL OUC WALLS -- OUTLET STMUCNe ' Jle ! -. \ _ 4 Skl moo}{Iv G- E t-1 2GE 14853 n0.Ts _ _.,_ _ _. _._. _.�..�.� _.. __ _ - ? .r fi` of ;1.ifd£t � '6 ,- ♦$5 {% � (�hly I ►�r EE IJP