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HomeMy WebLinkAboutPD1991-10• IRVINE t AI IVUHNIA .P HI ll.` f JRP( IHAI ION R1 II U CORPORATION • IRVINE 1 AI IV URNIA d 1 IHUEH IMY NUMUI H II/JA1 • 11EI IHUEH I. NLIMHEH 0/ 1411 11(JIU)L1111? NUMBER 11/1141, PARK MAi NTEKANCE Bu LDiNG BOX TO J BOX - 785' • LAKESIDE DR W z O Q u • z 0 9 J ti EX3s1$6 4" PVC PULL BOX - 2 5' BC. SCALE 1"=20' IRVINE r At 1 HNIA 'LAN HI II O CORPORATION . IININE t ALIEORNIA N 1101 LI (1 IHP(JRAIION IilUflUtfi tlT INUMUUI U?UAM Hf OWES HY NUMHEH (1 / IAI I 6 +00 = 0 R =135' R Pt = 2007 (173.705N 860 556 E) D = 42.26' 29 A = 49.47'13 " L=113651 T=62 65' ® R =400' R Pt = 2010 (677 1 I5 N 1048 154 E) D = 14.19' 26" A= -36.11'21" L = 248 47' T = 130 70 ' 0 R.= 150' R Pt = 2013 (180 241 N 1288551 E) 38.11' 50' n = 21.30'00" L=5596' T=2848' 7t00 NOTE Adjust inlet lids to grade 8t00 9 +00 DRIVES SIDEWALKS Sta Remove SY Replace SY Remove SF Replace SF 6+59, Lt 250 250 250 r o 1NN(N NOan O O O O O O 8+ 45, Lt 16 8 16 8 32 0 9 + 05, Lt 21 7 21 7 32 0 9+61, Lt 146 146 260 10+40, Lt 18 0 18 0 32.0 10+97, Lt 252 23 2 33 0 11t52, Lt 22 1 22 1 320 2010 N 10 !00 11+00 12t00 cigs ti 56 it 10 61 0 cc ]Y9 FV '0 F2 1920 1915 1910 1905 1900 1895 1890 1885 1 • 1 N N O w N O w w M O •1 w n N O •1 w w •1 O O w N O w 011 In O w 11 w 01 01 • 4 115 w f e w r w N w w u w Al e w OOI 01 w w N 01 w h O N w 01 01 N aa w N w N 01w 1. w 01 . 4w ID Al w CD O N w • O N w 01 O 1 w n ti w 01 w 5' w 011 ti 01 w Al ti .4 0 w 5' w u ti 5' w N 0 w w In In w 01 w NOTE• Light Poles to be Removed by Others 0 N es w n w H 51 w V N w 5' w 01 01 ti 01 w Ste- 442 O N 5' w • w 01 H 0 O w n w O w w T 0 01 w O 51 w 01 01 O 51 w 1l] • O w lO X2013 ID i O n w 1 n O . 4 01 w • i DAVID L WACKER I • • �UV .... 3;864X1 O i O n w u O n w O 111 w N In O A w 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25• 11+50 11+75 12+00 1920 1915 1910 1905 1900 1895 1890 1885 PROJ Lakeside Dr - E Side Blvd to Elm AW mum 1991-10 DESOIIPTION Paving Moshngs Cay Engnnnng =my d 6/91 CONTRACTOR 0I01 W SKP AP/NO BY AMULT3 DMI NO 2. of I4 • i DAVID L WACKER I • • �UV .... 3;864X1 O i O n w u O n w O 111 w N In O A w 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25• 11+50 11+75 12+00 1920 1915 1910 1905 1900 1895 1890 1885 IRVINE LALIH)HNIA ru b h OHP JHAII .P. CAUFOHNIA PI AN HOLD CORPORATION PLAN HOLD CORPORATION OVINE CALIH)HNli. PLAN HOLIJ CORPOHAI II IN • IRVINE CAl IFOFINIA iE IHUEH IUY N WISER ` jM.H IL OHUUI I IY NUMULH . JAR IIEUHUEH BY NOMLIER 1 my, HEOHOI=H BY Nt IMHEH 015AH 12+00 © R= 270' R Pt = 2016 598 279N 1503.435 E) D =21.13'14' A =-26•14'II" L = 122.56' T=6292' 0_ ' 7 R Pt8 2019 (222 259 N 1759 782 E) D = 31°49'52" A = 53.40' 34" L = 162 53' T = 91 07' 13100 14t00 DRIVES SIDEWALKS Sts. Rem** SY Replace SY Remove SF Replace SF 2+03, Lt 22 0 22.0 12 0 12 0 2+ 47, Lt 21 3 2 1 3 3+05, 14 204 204 3+28, Lt 166 166 6 +20, Lt 33.1 33 1 6+90, Lt 40 9 40 9 7+16, Lt 413 413 NOTE Adjust Inlet lids to grade 0 100' ROW cv Q / 15+00 / 20 IS \ / © \ 16t00 17 +00 18+00 TC 926 FL 976 TC 965 TC 9 •C G 6 FL galad r4G :•7 FLW►.�' 996 s TC 9 62 FL 22 FL 705 FL 570 FL C alt 10 53 C- 4- 10 18 F1 068 1042 Q 10 31 314 1007 FL 99 10,19Q 964 FL 962 FL 793 FL 843 TC 7 56 TC 686 TC 0 569 TC 515 • TC 1920 1915 1910 1905 1900 1895 1890 1885 it• MATCH EXISTING • 927 FL 977 TC IELD VERIFY 942 FL 9921C 8 O 100' V.C. O O O O e Ii ` is T I� Io be built by others) I 11 I I i 'Proposed outlet 9801 p3 O O IS IS O 44 N O 44 44 .4 In 0 • 4 4 •e N 01 0 U1 e w O 01 44 n • e e N inN 01 44 to 0 01 111 ., O 0 VI 4" • N • 0 O O O 3 CO 0 O. O N N O .4 160' V.0 Sts. I4+ 75, Rt b. Lt Build 6' curb Inlets (2) Budd 34 LF IS" III Stub out I s ion 75 L F of 30" Arch Br Rt Inlet d (S eetail sheet for inlets.) 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 u 0 e ., 0 WI 10 117 01 ., s a O en 10 10O uT ., 1A N N N 0 R w en • O 01 • u 0 N 0 .. IA w 0 N N • N 10 11 27t— 0 CO • 1n N • 44 \ \ \ 2015 100 V C i / / / CU O .. e ., i • In 44 n a O O u 01 01 N 10 0 01 0 e 01 u 01 n 4" • CO 01 rn ., / 4" • ill 01 0 44 / Lakeside Dr - E Side Blvd to Elm Ave MO. No 1991-10 pE SCRIPT ION Paving , Hastings City Engineering riftSON iY WTz6/91 1M CON7CTON M1 iY SKP AT N 15FJILTS DM NO 3 of 16 O 1 4" m cn e 01 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 1920 1915 1910 1905 1900 1895 1890 1885 18+00 19100 Sta 1e+75, Rt E. Lt Build 6' curb inlr+tp (2) each Build 34 LF If,� RCP $ Build 75 LF 24 RCP III for Stub out Approx Sto 19+75 Lt / Build t!"x3"x 50 LF/retaining wall Submerge .93proz Ii5' Use brick fascia/ formwork 20+00 >ou 0 R =400' R Pt = 2022 D =14.19'26" A _ -39°13'37" L = 268.54' T=14254' C 5104N 2106021E) 0 R= 450' R Pt = 2025 (-138.536 N D = 12.43' 57" A = 25.19'49" L = 19733' T=10112 1920 1915 1910 1905 1900 1895 1890 SE. ---11111 in 1 /1_ 1885 18+00 01 (j. / // // // /, / 21,00 22 t00 9 06 FL 9 15 FL 23t00 DRIVES Sto Remove SY Replace SY 18t25, Lt. 19t 02, Lt 20+40, Lt 21+15, Lt 21 t 76, Lt 41 3 51 7 21 8 18 8 26 9 41 3 51 7 218 18 8 26 9 I NOTE Adjust Inlet lids to grade I 900 FL a 85 a 24100 1 N C 9 50 Q. 935¢ 920¢ 1— 2271 984 E) Outlet 02 5 Field Verify 9 05 906 FL 915 FL 956 TC 9 ¢5 TC 9 00 FL TC R 9 50 TC 9 35 re 9 rc 9 16 TC 31 TC 8 920 rC 880c a60 FL 6 zs N N 55 FL / 905* rC a 690 n 3 (tr5 zone e 2s F 6 75 TC Lakeside Dr -E Side Blvd 10 Elm Ave. rNDJ NO 1991-10 DESCNIITION Paving Hastings City Engineering DSGN Mr IDA 6/CJ1 !CONTRACTOR Cm W SKP APPR OM , �Nvs /j�j/W//V/ DIW NO y o1 id. rl n N - ii w 18+25 18+50 18+75 01 N 0 ti 0 0 w co m n r1 N m - - 0 w w - 0 0 w 19+00 19+25 19+50 F 001 - - - O1 OI 0 - 19+75 20+00 20+25 '0 m u0 - 0 - N O 01 0 trci - a 0 e 20+50 20+75 21+00 0 0 0 0 01 I0 0 VI N • - 21+25 21+50 21+75 In O 0 0 O - 01 O O 0 N 0 22+00 22+25 22+50 O O 0) 0 81 0 - - • O1 0 0 R e - O 0 22+75 23+00 23+25 - u •VS I0 0 - in 0 u 23+50 23+75 24+00 1920 1915 1910 1905 1900 1895 1890 1885 c z a• � 0 . 71 Z S 0 • 3 J z s • IRVINE (-Au IJIINIA HEORUER BY NUMBER IL u111 NEON/1E1 Bt astlaraise amara $ �e►w�a 1920 1915 1910 1905 1900 1895 1890 24t00 2027 10 n 1885 0 To be built by others Proposed outlet 1902.5 Field verify O u PO e 24+00 24+25 24+50 End Project Sto 24t85 e 24+75 25+00 C s ai E W L OO R = 375' R Pt = 2027 (661 711 N 2472 558 E) D =15'16'44" = -14.54' 53" L = 9734' T = 49 09' NOTE Adjust Inlet lids to grade Sta 24'35, At E. Lt Build 6' curb inlets (2) each Build 41 5 LF 18" RCP III Stub out 1 section 75 LF of 18" RCP I Rt inlet (See detail sheet for inlets ) keside Drive 1- j7,sp /kit Za0 O ow Sera CIN 1 LIFT BAR 7,4„ BAR r— I LIFT BAR BAR B BAR E BAR G - -BAR A E R C • AR 1 E BAR E PL AN DETAILS OF INLET COVER - 4 eAsen 4,t. Selig 5:i e 52/76P/9e. //o. 01999 /6 .9 3 So2 3 7 'p " 8 e see 3 ///O.. C to .57;C 3 3'O 0 ‘ srp 2 7'O ," E r sre 9 s,o 6 5r, Build f' Curb Inlet Inlet to be patterned after State 443-14 inlet plan by modifying Y=4' box to Y=U' box (no trough) Dimensions to be Y={'-0" A=4'-0". Inlet lid to be flat 9-1/2" thick illustrated in accompanying diagram. (Basically State lid for 4' inlet without bent steel.) r Lakeside Dr -E Side Blvd t Elm Ave %9N PC 1991-10 CESCrnPTION Paving Hastings City Eng/nnring 2SCN SY DATE 6/91 CONTIUCTON MX BY SKP M /Y I�o�i"�►J MM US DAN N0. S of 14