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HomeMy WebLinkAbout201-3 v /�' ,�`�, \��^, 1 `,�h � � �:� � `. \^i ^Aid / • �o ENDOF PROVIDE\^('o�/o r a //r4r�^9•m / q� mow ; /2 PjL PROFILE'S' ,^61•y' v ° i , 3)7 a 1.11 ^ ;by qS 1 a 1 •00 �^ t�t� 1i374,5� �, -- N23 48 ." i '� ° �''' �1?� ' 1"' N �5 PbP+ - -- --- EC 2 Ge\� Fr't21r�G 6 `P?o�.�+ �� ^ //� g+ / Spa E' a p Y PIZI-Ili- LL 4,rx.x 7E�OEEP � n D a; 0 IL \1 �WALL. . , ^V oDORM \ I! \ yF l \' J: ^�� C•.. . ...,I . .. . I' oy a/ � Q/ � / OW �� � ' cyl i \ f / „'1(y �t� U)WA Q Z Lu n W ZZ ¢N top 5 'srx Q J a cai 1 i I n '�tF \y \z fie 2 �B° s� �1 I _ 7'8 rA,b - Sri � f2 bye � II �� J Q� i 1 =O =a �. • \ y ) �s:-`... N a g;, 3 y pbu� I li 1+� L.Q�'L O V 759 H 3 Y 13T• ri 4 m q" U Pq Ir"�/ °. N tib ti.�f � Vyu 5 Lath �4V4d \'•'1//1y1'• �� �- q'{svweu6:cs-�I • 1 1 '� "' A�H i� .`t \�' I- 1 � \ 1 2'.M/N 2'/e MIN 1D�6 1 .� y 6 "0'i ,e7n�W orcarT �o sq�'•.y ��. \ 5 EARTH SWALE Ilk p. -- p 77 c.0 °c�. plLls/ Fs s +,\ Iy WW '//� Dv��rl1%..\ \ _ 0 1' f, `jNb may. /•,.,. ��^. '•.,�''� ` m 11 �` w ti w o .4b`$ �./•� +C \ 37141 � v q �.�� �. s nl� Sri' LEA �{ML_r .:s•/3as.sr •. � (n Z % a ;�y� /� ^ ee �,�ip \e \ , ..�� m m co 2'HE HEIGHT OF SANBJI(G & 4R �S 11j. \\ . ��o' 4k �^/ /` r� � ,� Q T Cr 1` Y ,,: 'qyo g' r SEE EROSION ^ D idbx/s +37aJJry \0 \ J h_ Z 2 LAYERS WHERE HIGHER THAN 2', J CONTROL NOTE \\ eO b E�. Fs/ 9ca.9r uw \ Z (A 737A ��� 5��� / � 6•S���CON E '�ICN \ 7 J S iv ?� ©CETAIL,SH7�'3. V (A W N Ui 'h ti / g M W o n T' / cr lb Q U W Q�Dt,O�"" -�- \ O CUNS'1'. ITEM PI:N AItCHI'1'EL"1'URAL PLAN. W'^ >- W `1) CONS'f. CONTROLLED EARTHWORK PER PLAN h SECTIUNS, +-t "-► ""�i :I!XCAVATION ITNCL. C'LRARI.NO h ORUBBJ.NG1 Z J \ :FII,L U NET IMPORT W 0 04 0 co EARTH QUANTITIES SHOWN DO NlJ'I' NF:FLBCT EFFECTS LL r GJ. INSTALLATION HINTS OF CLEARING. OVERI:XCAVATIAN F RECOMPACTION, a 0 1 PHYSICAL\Z ��•�+ „�, ° HYDRAULIC iDATA SIIHINKACiB UIi SUBSIDENCE. OD 0 6 D (h C7 D 'L .UNS'f. THICK H.(,. LAB l•UR IIItLVF:WAY, REIN. WITH Q d •J 1 ,.T ,. 90 .. - w,w a .•.., <_ 6" \ 6" - W 2.9 >; 2.9 WWF FLACIiII A'I' FLU-SLAB PER J 601 5.0 35 17.0 170 `< Z \�y / " "'}' •..•.'.• 602 5.3 38 18.3 193 O PLAN, SI3C'I'IONS, AND DETAIL, SH'I'. 3. c) Q f c 0 J' y't7;�'..�•'. ,,,,,,,,,,,,,,,,,,, 603 5.8 38 19.7 '215 4 CONS'I'. 4" 'I'HICE P.0.C. SLAB FUk SIDEWALKS Uk:WA1.KS AND STEPS 0) e \S ''•11;" 604 5.9 39 21.0 238 ' PER PLAN AND SECTIONS. (n Q z � \ G i�: '^' 605 6.2 41 22,3 256 c) C'ONS'1'. REIN. MASONRY RETAINING WALL. PER PLAN.,SECTIONS, !- U C 606 6.5 41 23,7 283 AND DETAILS. 1 0 5 2 -doom ci .,! "„",,,,,,,a P,,�,,,,,,,••,,,, 607 6.8 42 25.0 301 O CUNST. 4' WIDE AND VARIABLE TURFEII RAUTH SWALE PER PLAN -J m 608 7.1 44 26.3 332 _ - :ice' :•�••• 609 7A 45 27.7 359 AND SECTIONS. SI (g�. CUNST. r P.V.C. SCH. 40 STORM URAlN PIPE. PER PLAN AND 610 7.8 47 29.0 3M 611 8,1 47 1.3 413 SECTIONS. 9([Er3• g ._, •'••'•'^� "M 612 'BA 48 31.7 440 O7 CON,S'T. 12" SQUARE GRATED "QULKSB"1"' DRAIN INLET ASSEMBLY. ^-� a �• 613 8.7 50 33.0 467 WITH APPURTENANCES UR APPROVED RQUIVAI,F:N'I'. Oi INSTALLATION IN CONCRETE °"•""'^"""""" 614 9,0 51 34.3 521 U CONST. 6" WIDE. 8" DEEP THENVII UI(AIN III-At PLAN AND ' 615 9,3 a.53 35.7 521 SECTIONS. 618 9.8 53 38.3 583 O CONST. 18" WIDE. 9" DEEP R.C. UOWNURAIN. HEIN. WITH' P/L �� `"�" m�•w..• 617 10.0 54 38.3 583 JOB NO.C 91049 618 102 56 39,6 610 03 BARS, PER PLAN, SECTIONS, AND UETAII,N, SH'I'. 3. 3 619 t06 57 41.0 646 10 CONST. H" HOUND DRAINAGE INI,P:I' WITH ATRILIM ORATE PER Cn 6 620 10:9 59 42:3 673 621 112 59 436 709 PLAN, IN DOWN DRAIN OF ITEM 9. DATE DEC.91 1,\ m APPROVED BY: 1-e9-( I-so-I r6.°--I 1•-6.°-1 1-6.01 1-6.o--I 622 11.5 60 45.0 738 11 CONST. IU' X 6' CONCHF:'I'E.BEDDED ROCK HIP-RAP ENERGY � (J �} Q (} (J! UT 623 IL8 82 d6.3 772 UISSIPA'fUR AS5EMULY I'ER PLAN ANIt Illti'I'ALI„ SHT. :4.1309 IR /Il D �' IY III [JT 624 12.1 83 d7.6 B12 (DENT. GRnY I.A. II\.1l\ III\��I �I�I�JJ�Ij, .+ 625 12,5 65 d9.0 839 �pp i 605N 6.2 40 22,3 230 DATE:2lT•..I442 ACES 10609 EZP.: 71 DRCEMRER 1992 j 610 6I5 615N 9.3 52 35.7 469 Oep0fESS/Ory�7 THESE PLANS HAVE BEEN EXAMINED, AND THEY ARE IN OVERALL HEIGHT VARIES 81° 625N 12S 64 49U 755 N27°3 °E ! 6% 60SH 6.2 24 22.3 243 O 2'00 60 00, tr s5 ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT, FROM5.0INCHESTO12.5INCHES 615H 9.3 3t 35.7 495 SHEET NO. CITY ORDINANCE AND STATE OF CALIFORNIA LAWS, AND 625H 12.5 38 49.0 797 '•' ND,106Dd A PT TO ERMI STRU Y BE ISSUED - -'- """" �• y D�31 D6t12 fQ/4.O� \FOC\``' P x CA RQV21837 DIRECTOR OF PUBLIC SERVICES ® TRENCH DRAIN DETAIL �l OF 4 SHEETS