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HomeMy WebLinkAbout616-D J 1902 1902 1900 1900 - /990 ��"' 1898 1898 TRA E'ZO/OAL 44/lO/B7�S AiS/NeL It R/?AOE CAI EXIST. GROUND 0 fF �� TOP OF CHANNEL. 0. .7 1882 s o o C1-1Ati u 1882 2, T2s 4a a � 1880 1870 ss�o3� P /8�0 1880 �. � \y, co J �oc 0.� - 1878 � T A, r �5, Z N 1, 0 5 tj N 1878 2 � J N - Z - Z Q h 1 Z 0 N;Y 2 ► F N U �+ a S. TOP C14AM. �$���• P C N. \ NA CdN51` /l2. U) �. S= �. tiG /450 O 1 1862 ��' �`' q1�'�P' y. 6'' �3 Q' 1862 ) 1860 1860 . �d�m Gap 1858 I �Fp �� 1858 N o P1201`I 2 11 10 9 6 VER Tz 1.1g� 7 6 5 4 r O of � �N (pQQO p-4 a ? N eoa �QQ A� m i 510# j o < 1 � n _ ,0141 �00 N a Al �� Q' �� O� o �J2 CiA� I uz \ q7l 0o- c O/Q0 (v -4;7 OFT4/L Of gY-,rFZ 40 Nor ro so `IV/ IV Q .�tE �,� � � '�' r1 d w N \ \ "(0 s x 28 �S\� Ep 4L or 1 + ��5�9 • ��jQ mm BEf�,y r. yew 2�, �,� \ �\� t9� 23 24 25 �� 1 I MIN 22 �H. _ \ ��4 2'E Nom'•¢, \ �� - - - 74 os � _ �Y 113 cv 1 I CONST. TRAP i 1 7 >✓ u O t DET. � -� � � Ipt 4 �� u, v �: ,. CF+ANKIEL PF P, i �� a w h sHT. NO. I i / o ld oI�a LL ? 30 �� ��N "' 2O se. 'a N�INm 2II� a � 60/VST_CATCH BASIN _ -' - ---- -- --- - - - - - - - - aZ w - °-' - �•-+/ /j � ,/ ��,�o�si �, lo- M °� I ,H o ,wr1v. zap v=s OL P. Uill � cou2ss V vi BLOCK 2 ° 03 \Sd Jlj ci W / C.P STORM S\A O N I Ot 4 C�I ro _ OP41 tit SEE AT o�� � U `� o co¢c A Dowd- a CONST. /NLET E/? N - 12 tG HT TH 15 , 4 GWUT EACi4 Ccs, ,•,, _- SB CFGO STO DWG• _ SHeET �\ p L I N E � sr�. ZOOA W — — — — -- -- — -- — — — — — -- — —1— —— AJ PLAN �t N E,CI S r WA.L1.. P L \ N o , � X � S��LE: S" _ d� j SCALE I " s 40' �' OO X. oClNfl t_6VG� 1 + �j 4 R L T D R L T --, +1 AO 34°00'003 1'' SOO,00' 296.71 152.£-87' O 23°27'25" 250.00' 102.35' St.90' i 60 59 58 57 © 35°042t2" 496.50' 303.90 It 56.68' O 4°32'14" 54G,GO' 43.28' 21.65' --� CO 8°40'25" 250.00 37.85' 18.96' H 7007'19" sero so' 65.45' 32.-7 OD 34°p00t" 500.00' '29G.?1' 152.67 / IO 35007' lg" 4.96.50' 304.36 157.13' B` K. WALL OE 2"7°2-7'Sro'l 250.00' 't 19.84' 61.10' O DETA I I 1J0T TO SCALE BENCH MARK PREPARED IN THE OFFICE OF FIELD BOOK REF CONN TY OF SAN BERNARDINO IM PROVE MENT PLANS POR W. o. No. S. B . Co. B.M . CHISELED 0" NORTH END CURB MADOLE & ASSOCIATES, INC. ' TRACT 1 ROAD NO RETURN, N .W. CORNER HILLSIDE CONSULTING CIVIL ENGINEERING DRAWN BY: APPROVED BY: ROAD CARNELIAN ST, DE�3IGNEA BY: _ `1 1 NO. 9524 ELEV. 1948. 210 17802 SKY PARK BOULEVARD , �'��? FILE NO. IRVINE, CALIFORNIA 92714 CHCCk6D 8Y%'% r;lei. `. ASST ROAD C01.11,1. 6 GR. DATECl I t?HO1�VE 714 540;2Q66 12-31?G RECOMMENDED 8Y: U•Nr rMADOLE R-C E 14814 DATE NO• RCVISI ON BY rA7t COUNTY ENGIMEM AA TE STORM DAl SNEET�� OF � 24X30 PRINTED J.N. 110- 135 I i - f d 010 + Np- i { Ekr� o s7- �� � 1 .•G� c �R•C 8 X3:3, J 1932 1932 1930 �°�� W ��� flu 1930 1928 1928 sl� �• � � Ngo �. �- m d `� c0 N � a z � -- �? EXIST GIZOUNID CL p oA co �; �`�l �r c TOP OE CHANNEL c0 J I oA L A44 till EL V 1912 \� T �` 1912 T ; C 1910a ,4�N 1910 1908 Nf L 1908 ZIW O.OSZ • WJE � { 1892 ' w �Fy 1892 CD 1890 0 1890 , 1888 N� 01 1888 NJ 0 j 0 { PROFILE - 19 i tl0RIZ : 4a; J a ; Y8 t 7 6 15 �E RT: 8 14 13 12 w o• o J N - 6 18 19 20 21 22 I 33. rn � 0 22Q' 33. ONST• TRAP CHANNEL � o p • PER DET. SHT• NO- I en MlN• A Z N29`23'12"W - _ W 20' _ G = I CONST. �pTE PER � 0 co / ,, ld II.. g.g.G.�•G'1�51�0' — • — — —— --- —— — —— — —— — — — — — — — ———— —— — — — —--- — — —— — — — — -- — — — — — — — — — F---—I— -- --—._.... _ `V• PWG S.P. V m m 0 �V N LIQ = O CD 0 Z I I O 0 v 0 _ cv Q W r4 M P- i NI , N . +I a � 0 t0 m to O -tI P 0 * a)i vIzm I r 0 cv N N Q a 2 61 I J 60 - - a In Q 63 62 'p 5 w � 64 - a tp � CURVE DATA PLAN n R L ,- SCALE 1" = 40' 1074 1'2 5" 500.00 X3.2-J' 46.78{ t3 4 47'40500.00 41 •84� '2 > O 2 1249" 500.06 19.32' 9.46{ O O P.ENCH .MARK � PREPARED IN THE OFFICE OF FIELD 8001 QEF. COUN'T'Y OF' SAN BERt�sAQ011V0 IMPROVEMENT PLANS FOR W-0- NO. 1' S. B. CO. P.M,l NO. A-256 Qi CHANGE CHAN. TRANSITfCN � 8 9 77 CHISELED D NORTH END CURB MADOLE & ASSOCIATES, INC. ROAD UEPARTIVIENT RETURN, N.W. CORNER HILLSIDE CONSULTING CIVIL ENGINEERING DRAWN 13Y: APPROVED BY: 'TRACT RoA>, No. ROAD s CARNELIAN ST. > ELEV. 1948-210 4 DCSiGNEI� 8Y: ?j'� � ,e�+y "1 • r��• �� FILE No. IRVINE, SKY PARK BOULEVARD NO. 9524 IRVINE, CALIFORNIA 92714 E AS ROAD COM NC3R.DATE t CHECKED $Yr;t :� • �,, � H NE 14 4 2066 STORM DRAIN '' 1• � 12-31'•=1�o RECONINt>=NDEp $Y� �. . VADOLE R. C.E 14814 VA-TE NO. REVISION BY DATE OUNTY ENGINEER DATA SHEFT1� OF 13 24XJ6 PRINTED • J. N- Y , i ' 441A 6, F,4C,E C 12" VARI ES 9.51 6 -4 40 25o TRANSITION ST2Uc-T-UR E LEVEET 7?�i�.t��f'/�"T I EXIST. -7 3-3 f/O�/,G. - 17_ I �.C. BOAC I X , S BA ES 12 , ' J 2 f Z3 ( H sM,ET,P/G4.G ,PEi�lor�,E r - -- - B I I /2.83 12 .5 ' S 0� i +- a a * _ Ta .4GLIOIWe- .E.l'/�'T. .s�OW.[. �� C a vi d GZgT,E A°4/�/ G� /2"aG. 3� Euo Yl�fvs. sTRucT . d� � a� U .1 U # S $A P-S TC)P 2.o w ° sJ ow,G,�X��7" Jo 0 CL (o :2 � T Y R ) 0450 J8" m` `n �� N w 0 W to 0 �, Bo7To M eo W �� a I 7.p' J �O'o`4 Itq��p 2� N S U c1► �t �3. < - Q X m 4'S M 12 rRrOM STA. 19+40. 51 TO �-a� m F-- --- I 3.5' ' Z 9 v �Oo 0 19�D17 Q Z Q Q m m u 0 gTA 19+53.o I .AND #4'S •6'' FRO A•f " 3 S Q� << +- Q k- Q cr1 tp STA • 19+53.01 -t'0 STA. JJ+C 5-51 VARIE$ u� Q I 'eG' �'r 1 '�' �' a�" ( ~ Z F- 5 L O VAR I M FROM N ( C!/.G!/.E..eT II -•• !- 0.•, TO VERTICAL B?. 3 L-------- -� e' .� . v s'4. 1?= I / ZZ - T L TA• - - °'•. i•:::�... -. �. .'.t ..:::.d : :.:e � 6.3/. c 4 t� {0 z 19«G •51 �0 0 F�.��' yeti WCD IRS CONST. WEEPHOLES (p 1- A Q . 20' t 0 G. PER ,(/O �C4,L.E /4 V S.B.C•F-D. DWG. '� NO. 9.P. 192 E. 0 -- - - - -- - - - - � n 04 j .Q • • :.�--L- 11 . �X I ST. 7 x 3 -3 R.C. BOX 18" INVERT REINFORCE FOR - - - - - - TRAP. CHAQUEL SECTION W STD. DWG. SP t92 8 T I CUT OFF WALL =� ��ECTI ON A -A CONSTRUCT EXPAMSION JOINT � t Z"TMtcK x I'-G"PeG NOT TO SCALE 0 J ( �JUPCTION OF TRANS. STRUCTURE W/ EXIST R.C.BOX L CONsT. TRAP. SECTION B - B A SCALE 1"= 4' PERS)5crcD. V t 00 2 A� �O Tn.SP-tME. a=7 I 3 - 0 zzil M+40 •51 6EGfFJ TRANS- STRUCT. 6„ 6" 7i 6 � � J - ---- - --- Lj- -- - - - - - - - - - - - - END CDIUG LINED�N �1NEL ,. R7 • 4BAR5 Sr ���/ I CUT OFF WALL V s\n PER STD. DWG•/ I 3� 8' g� '� 2,6 �5• 8.J� tf � 8� � 8� �� ! ' ►. SECTION C- C S ff . I . v ti3 TIESgGo-A- 3ooa cor,C. t IV M � M $� p � � � p � f 3,53.5� ( 44 5O p �G' b, pJ �p 0 � !^ N 12� 7.5 '7.0 7.5' 12� -0 F `� \ ti b � � Q TLOW :0 j 4.46) . h a �, X a N � -N t _ h s 9.20 ,• . � ,'�yqZ. o 4. 10 ' PLAN TRANSITION STRUCTURE AFL - /944-�- M �': /9 44 eo . SC A J_E I" =-4` 3.90 3. Y 4 BAR DOWELL INTO 18" 3.80 _ 4j' n �3 3.80 INVERT SLAB �- 3.70 �� r �+ \ i ? s•70 FRONT SECTION R-R aGo 3 Ga R DETAIL 64 /943 so �993� FNERGY DISSAPATOR r « SCALE I = I'- O' TIE CI-1,sAIhIEL R1=1NF TZcEMEtJ� PE7-AllA ------ 4 i 1.75 �I !•75� __ 9 L 1'7g�-._> 31 _L 1.79 3' �1�2' a PM)` /L E f/lOW//V4 CURB OrE/V/Nl DiP/G'EN/s1 y pEO�P�SS/ONS 5+3o U ENERGY( DISSIPATOt?S SEE DETAIL HERR_ ON U 4� 1.75 ; l.'7S I.76' f=- 1 • - OUT OF ENERGY HISS I PA-170P NO SCALE _. CDiVSTR'1/e77d1V `NOTZ'S - /.• COtiSTiZ,UGTIDIJ 701NT5 AT TN>✓ 13E61NAItt40 ANO L1JD OF TN 1= TV_A.WSiT101J . STI-LUG'TUP_E St4A .LL- ISM T%?PE '$` 701"T Chi C�1l�N st- FLOOP- &Mb TYPO tt` j6b110T ON CRANUEL SLOPM=5 PER. SAN 13sM_"AftD1"o C,00*JTY FLOOD Gbt3-rzoL STD. S•P• (G5 P. CHANNEL µOtttZ01.)T+�4J:- >SA1Z tz.>rit.lFntzOf�M6NT SWOULD gE TtED TO 44SA��AL.-1.L 2EItJF02GE1�ENT PNo rZ.c.3_ WALL. Qr--1M;0Z.CG=MCIJT MtM- i-A1(S OtSTA%1Gfs G" . - 3 . 1_XT13Np �EAbWALL La-rE1zAc..LY 15Y Co" M EAc'u SIDE 15y 9-C. S . d ALL WORK TO .8E COMPLETED //V ACCORG34NCE 7b Ti'�E ST�iNDAR/� SrgC/t'/G/tT/ONS . /"OR PUC3L/C �/OreA;S P/'t'OJECTS. mq 9: CHANNEL /A111Zr 7 %5WAL L IIAMF F A MECIIAN/CAG STEEL TI?OINEL F//V/SH. r j G. SLOPE•O %fL11 FACES DF 011A M/ 1_ L//V//VG Sf1ALL BE pLAGEO `t//Tf/ A 64//-7 SRM ANO F/!y/cs/1�'O lay L/Gf/T BROOMIAla- lI ' I �NCN M ARM PREPARED IN THE OFFICE OF FIELD BOOK REF GoUNTY OF SAN BERNARDI NO W.O. NO. ROAD DEPARTMENT IMPROVEMENT PLANS FOR S. 13. CO. S.M. 1.I O. A-`LCJ6 In CF-IANGE CHAN- TRANg!TION � $ 77 Mi'lIN Ct•11SELEb " ❑" WOQ-rW ENo CL)Qb MADOLE & ASSOCIATES, INC. `TACT ROAD P►o. RETUlz.1.1, N. W. CORt1Ee u1LLSInIr t CONSULTING CIVIL ENGINEERING DRAWN BY: APPROVED BY: 120L.0 CAIZtJEL1AN ST. 17802 SKY PARK BOULEVARD t DESIGNED BY: c� Q .-7 . 1Lt= NO. 9524 PILE NO. [_LEV. 194 .210 IRVINE, CALIFORNIA 92714 ASST ROAD COMM. S)fvGxt- DA're PHONE 714 • 540-2066 CHECKED $Y��� �- Va 1.7� RECOMMENDED Br: ST'C RM DRAIN DETAILS SHFET1,3OF 13 J,M• MADOLE R •G.E- 14814 DATE NO REVISION BY DA COUNTY !✓NGINEER DATA 24X36 PRINTED J.N. Ito- 135 I I