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HomeMy WebLinkAbout1480-D QEC.00ATE FENC E SAGO/VG TOP OF S ** SPLASE•/A PROs/ /A167'PLL a'N/6H C/,i/7/N 41NK \� \ ON TOP OF BR4,PQ1i9A PER / I S.B.C.F,C.D. STD. DRWG./SI C 1 GRADE TO i OA'AIA/ x 1 PQM ( EX/ST. A C BERM - CD/VSTUCT TYPE 'B" DcclC6�0 F 0R9<7/lV PERP C/11_TR4AIS STD. DRWG. 06 X01 00 21 Z3 i i i i 23 21 B 7-S (PL RCE DRg1NS 3'-6" E�7CI4 T tJE SIDE 09 10'X 6' A2 13 ) DU AUT/L ITY ` E E �� ►- - - NC12 p� �� �g-{� - COA/srRUCr 24" GUTTER GO rJN29'` W \ ` QID(J PER2 STD. 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PLA7N pBB: USE iXi ST,?U3 WR?NP08TS SPL EINF - EA/3TPE Aff / r- .. • •-.. - _ . .. _, \'"` . : PLACED RbS SA/Ok/N ON"AGTER?NR4TE >'"' � '%i►G7�R?NRpTE 2:' V40P 1/.3 SPAN / /G 2 POSTS rx1,0T,9,QE COMMON TO 4ff0rAl.4LAP T6AIA7TE3 P057 iJ _ A A?6E O S /N PL.�9CE ,BE R RQ MOV,9L Ol r THE A4,P PET T A/6 RC /F "A?4r&'�?A/g7�R/"/S NEEDEO, ALL STRG/T5 ArI144 BE /N it,PCB , �+ _! -_ P -- PLACE BEFOR2E REMOY<JL. f'* ANY /OR?T/ON a4= TDP ro p I 5448, AS rAIE rOP SGgB /S o6�TE/AJR2JG AVVEO0 Tf�/E/V POST ' TP49 4ArCCTE0 ROSTS MAY BE 7W&'EA1 DOJWAol i REMOVE EXIST/NG Ca!/C.?ETE JG/FF/C/Eit/T TD zAp ALL TRANS VE,PSE /REINFORCEMENT 45 0/AME7"E,2S. EX/ST/NG 40A/6lTU0/A/1.1L '�iI R2E/N�'ORPCEMENT TO AWMA/A/, GAP =/= O" /N �?�, :3' MZ. TR4A/SVERPSE AS A" NEW QCB DES/6N. ALTEQN/7TE ! \'� 5. .SO4C/N6 SW.44L BE A40✓U57,FD TO MATCH EX/ST/Nd BA7rPS. MF Aa RL7ERNA77F 2 (SRNE'RW ARER4) R?EQUIeED SyAGG BE/W GESS 774AA/EQU/V446mT /N A/OrE 2 (542 S/XE MAYBE C,4G4NGFDJ. SUPPORT SYSTEMS S</OWA/ ¢. REMOVE /ST/NG Lbr1/CQETE /N L/N1/TS SNOXIN, qN0 REMOVE ONLY FORA/LLUSTR,qT/O/V p n EX/ST/NG SKEIVEo TR2A/vSVEQSE RE/NF0eCEMEA1 Q �• \ M LONG/TUO/NAL R67AACORCEMEN7- TO R2EMA/N AND LRP. Q Q Q( O S. ADD AD01770AI 74. Sreoq/G//T 54eS F,QgM EXTERIOR MOZZ 70.IWAr 1 W N O "C"/BA,PS,9A10 EXTEAIDOR2/Alr4e_ GPEG3 TO O /r "b~ Q (o.PLACE 6--*6 BRQ,2S6"t .O4R2A_Zge. TO ✓O/NT /NS/DE O 7 AN EPDXY AD-ZIA VE suALJ- BF USED TO ,eMPND AdF �GN/C ETA' O Tb OGD 772 aa7VI.V A At1A7rRr16H7- -Aol t/T. m p W N - v r0 t 22 �Syi o_ 2=0~M/Ru. /SEE R�/OTE 4) 23 REBgR5 OA EX/ST. I I I I NEI✓ 7RpA�tIS't 7PSE Rf_B4aS TRP.4�NSt/ERpSE,PEBR4?S �j j�I (SEE NOTE 2) RCB A.PE NORPMAG I ( , NORM4L TO rl/ERW R2C8 C3UE.t'/ST/NG RPCB RgRPE ��//,0 2� - 4619 TO it* RpCB I � PRQRpgLG EG TEO ✓QiNT / // Ra/OTE 2) (EDGE Ac D C � IZ/ NEW ,QrCg EX/ST/it/G RpCB I NEW ,RCB EX/ST//VG RP�'B / IL I 18 \ (SEE A/OTE S) sEE NTE OTE 6 (SEE NOs) TR -- - EX/ST. SKEWED AIvsk"El23E .2EI/l/F Tb RPEMR4lA/ �� ROLAN PG AN SPL ICE OPT/0A/ CONSTRUCTION NOTES IG V 2 V EX/ST. 3 /D �o R2CB O REMOVE 5 RELOCATE S, 4( O OVERLAY (VARIABLE THICKNESS) CITY 02DESCRIPTION OF REVISION DATE 14- 0 /NV . . APPROVED 1© CONSTRUCT MISC. A.C. ( .25' THICKNESS) CITY OF RANCHO CUCAMONGA S = 0.00 X5/3./2 /573.Os - //V V. /NV. CONSTRUCT P.C.C. CURB & GUTTER PER CALTRANS STD AST ,TYPE A2-8 © CONSTRUCT P.C.C. DRIVE APPROACH PER CALTRANS 12 STD A81. -�- _ IOfX6' RCB EXTENSION CONSTRUCT P.C.C. SIDEWALK PER STD IO3. I BLOCKCONSTRUCT WALL 6RSTD RTC SLUMPSTONE BLOCK PILASTERS O MATH EXISTING. 16 O' E A ST OF BERYL ST. NEW WALL SHALL BE IDENTICAL IN APPEARANCES, COLOR 1O SEC ION ,4 - Q AND TEXTURE TO EXISTING WALL, ® REGRADE DRIVEWAY, LENGTH PER PLAN APPROVED BY: DATE: INSTALL GATES k FENCING PER PLAN CITY ENGINEER / J RC.E N0.24953 ® 61 QRp4ESsfot, DESIGN RECOMMENDED NORFIIS-REPKE,"C. ® INSTALL NEW CONCRETE SPLASH APRONS (4" THICK) ���`� FRANO �y C,J,p�ByVF L>��k.o��.E��....w�.d .,�. L ^J 2862 WALNUT AVE,SUITE A ® V Z- DRAWN 1 -TUSTIN,CALIFORNIA 92660 CONSTRUCT NEW RCE BOX CULVERT PER CALTRANS STD ca m 31673 m (714)730-6410 SHEET PLAN D80 & DETAILS HEREON - 14 Exp. Dater * GW OF IZ I1 ,0 9 ® CONSTRUCT TYPE 26 BARRIER & SIDEWALK PER CALTRANS s,'t C)vty ��`P CHECKED 31673 DRAWING NO. STD 811-54 AND DETAILS HEREON (8" CURB FACE) EbfCa�`E� DA FILE NO 573 1'480 Qioo it 4 CFS Q100 -12 0 CF5 v 4.9 F"03 V s 2 FPS ' .. C40C f 13 Id' z se - . G-' �. P1POR�SEO FS { l —1 - OVEN ✓522 OF PIPE PROF/LE a TC-H/EST CB .. 1 EAr e&33'00'20" I NGL �ti J52! ll g aUV o rc CA?23,710 w H a , w.... .. +.. _ . i _< _._........ 1 I y s i yh° , I �o h s�( .r ► `' r '", \ W ti Tc+ce-? ./o ;JSt 3 • p G ro 14T A 4.62 2 811" H« I `` SIL, , PROFILE mTC�-EA5T CB � 1 ` z � 9 �r y/ 31 1�.Dp RCP C=/S?/.5g i ' --�► �_—l_'' / SEWERi �0•�3 1 ��•I.Sk " 4 NAL 4, J- -- -t� _ ✓ 3 t 5 N 4 F 4 D D SI 0� OFPlPE_Iooy�D r.•- y ( � �I { '� '/ it ' i .y/ � ;♦ : � - G19T. �"Nor s�aw,v � I a- ,/ � J FOeCLA,P/TY. i / '� IrX IST- CASING. a 0" h --------------�- ss• r �'• .a. E► t Z OnrsT. $ rIn oX0/6 �,.- o 8 RC /2 0 R(P p� C L • `-J f !2 5O.D. N h 0 !n toNZA Ti �. LATA'A' 1 AT.B" h h fio ,) M • - ,�- ' ,� I i I • __ r-- y--=-•♦-- -- _•.- -- -- -r+� , . ' . , > ? 1 \�• , _ 5. CONST. 86-5 L F/B" RCP— 12 50 D \ ` _ �/ �- l! t.. _ _r 'i �� -2 ^ � � � s � �.•.F w.w _-T- - -w+ � i, 4- 'f- ~ + `� 1� . 4 .. O , \ � \ .. � \ 0.0063 Quo =O.//CFS V= O.06 FPS CONST,l0.6 F Qroo• 23.4 CF5 N•/.S FPS ap Qroo P3 + CFS Y• I " Q IB"2CP/2500 LAS oD C0/VST, /f.f LF 5 RCP GON57� 88 L F 5!� R.G. TURF VERT • r , ab m 1000 D ,I _ SCALE Noa� "• z0' /0000 L F /OIDOD CONY 5 P. /000 • ST• 9 L F RCP D e � 9 1 2 �ty�5 S ieo�v 4i' 0. 0jrekE "d" CONSTRUCTION NOTES IZ�Z' REMOVE EXIST BRICK & MORTAR PLUG. 3 /s �a' SCALE �R RE•MOVE EX/5T. CURB - 6r � z MMC�I C1P/aT/IV�C/ �.2 177.30 LC t6'D.A. � � . `, ! \ 39 ( --�— P WIM, L0516 28 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER M. 301 AND PLAN. _ n � - � �• Q cmr sro f , �-�'— CONSTRUCT REINFORCED CONCRETE PIPE COLLAR PER L.A.C.F•C,D. t2+9.S,eo 6cq STD 2-0393 4"'1�CA-'OrC h SECT/OA/ A-A �► — �p N W o;voN . �! I (_ LATE�QAL D" V 't' 26 CONSTRUCT 18' R.C.P. (1250 0) OUTLET �9P _ W a , ETA/L W �` �` W �y �5 Q a �' 4 v W � Q �► e ll fir, � OO h T `� Q R W W N S ,. t r eNeRETE PLUG PER WAR 02 ON SHR;4- A �' is • 'n v PLAN .—� — . --r-- , —x- vi �� 1 V V � V !IUNeTfell STRUeTURE 'A' PER G14 64 608 EX/ST. R/W I N O. v .� / ✓/ i ni�8 frf PROTECT SEWER, 9ACKFiII FROM TOP SEWER TO BOTTOM SD BEDDING G?U�PF C6�— _: =lr -: f h ig 191 ,„.l•!jr- sir--. C� M/SLURRY (1-1/2 SACK CEMENT NIX /CB I P i — —v 21*4S _--�' —�'- OP PROTECT IN PLACE I 5 �--- -- - - - - 4 LATE?AL'C9 N O'Z9'30"fY .� _ v 9'o I - LATEPAL A" f�ELL/1/I�/V �VENVE 12 _e- IJ5T E� ^ � •- -'T; "-s' .a � - 1,__. r�i,.-i r - _ ':L :ate ' .y;:s.. ..w.!+�•- _ d X03 ' —•-r- rG ------ � -- - -- 1,0 j�— ?`- , m' "tip �� I �� � I �� � �_y ( I � • .. '- � '-'41, 1rZ`o`72VRr Cf WM mw 41111, �� b of Ex/s� R/w I I I ExiST R/W a-, N DESCRIPTION OF REVISION oATE 8+33.50 ` �I CITY O(/TLETBA`�lN � v r� T APPROVED F \ r, f N �i ►• h WI � h / / + � #3 4D.1 P .y �� N / CITY OR RANCHO CUCAMONGA W /ti V-7.62 ly LATERAL \ N k N i + /S/`.57 TC �1 o / I W — — w P o PLAN e PROFILE °'3�/ .A M N .� n k IZ / // /513 4B LL�NTEP �C 201ob P5/ I I k 041 lU W / // --hl � , ,r 19TH ST R EET CD<1T LAS 9"•f S4"'P/OE I N 4j C 3 LDS/� L— —— — — — — J/ — — — — — — — —-1 W TN'''/ QUiGO/N6 PAPER? (f. f� WZB' V• I I �C = HELLMAN AVE. STORM DRAT N • rn�.e K eavo a41rr!Fr[c. .COMP, � FULL NE/G�/T.�J — r �' 011 %n 250,30 /V /507.(19 p i I 1 APPROVED BY: DATE:Z1 J5 4- s4so RCP .� = �F - CITY ENGINEER RC.E No.24953 24-0XrP \ V'\,\ I ) 9' r �\ wFAF� R� ►�`F DESIGN NORR S-REPKF_, INC. RECOMMENDED MH 'A" \\ \�� LATERAL-B. /� `� NO s PB BlNF CR �c�. aoca .e.. o . o •ro• ��_q 7l \ _ \ \ �J ////2682 WALNUT AVE,SUITE A J PLuG OUTLET �/`02•S4" P \ I 1 , �TUSTIN. CALIFORNIA 92680 COwST. /,�(-F'! 24'QCP s�s�NL• 7' \\ 31673 DRAWN �»a�7ao-saio SHEET iY!foD SECT/ON ? `\ ` '� Exp. DateJ * �P+2/t/�GK/ 7 OF 14 �ATEiPAL"�.•"1 PLUG DErA/ - Mrs N S — , *O `� a� !,► �clvil Q�*/- CHECKEDJ.If DRAWING N0. f D E FILE NO 3616 06 (4�0 _j 4 5 � o v c ISG (T�� 30 m * �o �; m y�>� ��. b C,6 W-28' H=¢ °'NN m m tv kt�� Ll� COIVNECTOkP F/PE h V _ oll FX/ST._ TCS -I, ,� Z B1*OF 24"D/14. it � � tin 'h D=/300 W CONC�PETF *�C6 — -- r- PAPE �� 1� B/JCKF/L L ,� 44' 331,4 �S � 25 a -� `�� �. h ��, n I 32' � 1� 28 RE[.00GfrE � tY OTNE,PS �J ^4.4"OGCT3 TEL. i j�J• G t P,POTEG T �� SEE CALTRANS STD D97C 5 ',4" A= 90 C s" lk� 20 D94?~ F=2w1Vf2 " F/�3" � 9 FOR C.M.P CONNECTION DETAIL t , �� 3 1 to �TSCALE _- 9) 4-i/ 84PS 3 AKCN BLE 15 ! lklk T , I I f — — — 2-CBgPS PUG TFL.oac7sI I 1 - C= 3-0 OA.PS 1 0'GMPA n i I EXIS(SEMoW) O N (v �Q - - A= 90• 9.4 C•!'MIN �� to6 of ourp�0 0. D�!?• 3x4' 4 ,�/ E�3'D" CPQ R=/ OS 5=/8.90 IA G./B)E /AI r ti I N ,a or, 119. �e9 `' E�clSfa�p1PE 5�'L�` - 1 O0T�ET / P5 - 9 tg. MAI N0L E /C3" i CONST. 2-24",PCP MOD/F/ED 4•-4"PUC ' YE�PT /"-2' ZO' C0/V57'. 23.85'LF 22.85 'C 24"RCS D=20017 20 WIMAIC. BACKF/LL SEE DETAIL FOR o ti v SPECIAL CGYVNEC710AI rb 4C TO CATCH BAS/N * d mo (BEGON/) 9 33' 33'I �z CONSTRUCTION NOTES N � 2 O1 REMOVE EXIST. CATCH BASINS AS NOTED ON PLAN. fill o I 01 t RELOCATE BY OTHERS 4 GAS MAIN W O W TYPE A2-8. 3 CONSTRUCT 8 TRANS STD A B7 V - d. W m � � � Z C STRUC C 8<G FUER CAL �b ♦ 16 CONSTRUCT 24" RCP T � / (1500-D) WITH CONCRETE BACKFILL128L.F. I ( (2000-0) WITH CONCRETE BACKFILL 23 L.F. I / SCALE 1`=20' � � 19 CONSTRUCT REINFORCED CONCRETE COLLAR PER L.A_C.F.C.D. _ O i I STD 2-D393 E — E T I —� P wm I I I EX/s vP _ ,y PO _ice P I 28 CONSTRUCT C.B. PER CITY STD 300 " 24'cMv MH J I �✓LI WITH LOCAL DEPRESSION PER CITY STD 307. ' - --- 8 �? t -- I P 4" CMP I I B S — — 8 S 'GM CB_ h- 1^' f �LI BEG. LG�'AL DEP. I 1 I I 33 INSTALL. 24" CMP (GAGE 16) 1 PROTECT IN PLACE /g Ty I '8 STREET orlsrwo c,&0.31 X32' 32 10 �PEMO[/E; ® CONSTRUCT CATCH BASIN NO. 7 PER L.A.C.FC.D PEMOoEL FiPONT WALL 1 EX/sT. GPATED CATCH 0.45/N STD. 2-D 170. I /c-400A- OF BAS/N TO DUTTEQ^- SI DFWW I-AC ,4eCOMooATE ENTRY OF I I I 4 �.x/LOLAL DEPRESS/OA/. g N110 N 89°36'10 E _r _ TNro NEav ENTRY P/PES. r „*b7 20 � I t 43.23' SII I EX/ST/Q„Y30 "O � • I: ♦ I (REMOVE) �9yt V�1b I /i+72.70 � 3 I /b I N 2i"CB ' 141-75,70 't C-B. iv - - - - - I I I ----- -- ------ - - �rNl CAL OEPRE55/ON /NSTgL'pLNNEW C.B. M m 140-69.70 ' P 1 4A T-- �4-4'OUCTS T P rCB Ib 19 =' \ �i T PPS/907G7E � T -- -- -- D I BC �/ 6 / , 7^ 17 1 /�+83.70 T Z DUCTS • P,POP. /w-� tel/ � , _ + ( CITY l a ^� I i RFMD✓E EX/ST. 44' 3 3' `0 ( � /B"x30" CMPA DESCRIPTION OF REVISION DATE APPROVED. itCITY OF RANCHO CUCAMONGA / sEE r-414 I EX/ST/A/G 57-0,PM DCPA/N.5 �—— /�" STORY DRAIN LATERAL PLAN PR 0 FI L E -%WALL BE PoTX/OLE0 AT T</E STi4RT OF CONST, 7V STA .I6�75. 70 vEP/rY OEPrAl OF SCALE 1"=20' 19TH STPEET b / CO AI45CT/ONS. 4” 24" e , p o t:o 43 57 _ r R�P RcP BERYL STREET R= ZZ.SO' I T T +IEEE VERIFY EXISTING T.C. rLEVATIOIYS CRs / ti L - 23.65' . 23.B5' I 33 PRIOR TO CONSTRICT/ON. Sa937-58T, /3. /3' 22- SECTION "A #'—'wA , STORM DRAIN F20NT LtL _ I SCALE 1-a 4' APPROVED BY.' DATE: 24953 SCALE /"-4' /riu'N „ ��os o. I, 3 CITY ENGINEER RCE. N0. Ni N p `� PLAN PREPARED UNDER SUPERVISION OF: uj N, �� DESIGN /�Rr�EC�OQMM,ENDED v� fY1 P���cREIY ,' BWF N�7RR�S-REF; . ;�.Cd - ...re. ' DRAWN V LJ 2682 WALNUT AVE..SUITE A SHEET SPECIAL CORNER CONNECTION I VV W No. C,1�Q 4 ,o TU TIN.CALIFORNIA 92660 I ( � '� (71 4)730-64 1 O FOR CATCH BASIN �W j 8 of 14 SEE L.A.C.F.C.D. STD. NO.2-D224P CIV % R.C.E. NG/g CHECKED _ DRAWING N0. '�'¢2. FOR STEEL PLACEMENT 0117 , 4rF �� DATE EXP Q-jd- FILE NO a�'32 I� 0 I 240 S TA. 30 *26.00 1510 b�� x ta' dal' x, �L ILD) I Q=a 'CA-5 v= 2-8 FP5 " Q= ze.B c-05 yr 9 z FP5 1520 I: o E o 3 �• 0 It 0 G h � 1510 �` ai► N yGG h Ib 3 ` h ` EX/ST IV X/L Y V• n ' I I ( ti f1GL FS Ot�E�P tn q _ a6 ' `. � -. �`Ole STD,P/1f OIP.I/.V th _ a " 0.024¢ 01 1�011500 � .2 � I I ( ZQp 1500 EXISTING PCR 5D 5-0.000.30 I V - - _�---► G•9/' CONST. /B",eeP % v 3'j�'•' (D =/000) 1590 t� ♦ 4 h ry 0 N °? b N N � 2 . 62 �`• 2°.23' � , g STA. 30+ 7MANHOLE 2 SCALE HORZ.1"=40' CONST. 244.23LF-- 24 RCP D•1250 ./4' L'OAIST. 320,90LF 24"kFifR - D-/250 VERT. 1"= 8' -- - MAA/HOLE 27 28 29 30 31 32 33 34 35 CONSTRUCTION NOTES V ' 7-/ -- / lO REMOVE: BRICK & MORTAR SEAL 2 Q W CURBS, GUTTERS & BERM k v W S 0 SAWCUT SIDEWALK CULVERT V h 0 16 CONSTRUCT 24 R.C.P. STORM DRAIN (D=1250) W v p v h 4 4 t m ' 3 h h 1�, 1r�7 CONSTRUCT MANHOLE 2 PER STD 319 (MAINLINE O b h N ;� ;9 v v ` h v h '� V a 'B IT LESS THAN 39") v ` � f 9 6 , vQ � 4 W 26 CONSTRUCT 18 R.C.P. STORM DRAIN (D-1000) � � � � � V H � ti NN a � ° � � � M O „ v to h ( p h a p • X o N ` ` a V Oc * O 28 CONSTRUCT CE PER CITY STD 300 WITH I n n N i V1 V 0 dti r LOCAL DEPRESSION PER CITY STD 307., I H N I I I piC fih CONSTRUCT CB0 7 PER L.A.C.F.-C.D. STD 2-D170- v I WITH LOCAL DEPRESSION PER CITY STD.307. JuM t�N SCALE r-40' 71 1p W ASAI 1`� 4 6"-W-(ABIVD) _ _ _ _ =- — p 0 2N + 0 cy ( p M fr T { t t rA r ' 1 i : : : at ;� ti LL- ta: ; LL- t ; `�` ca : # i i ' i a j { ; i _ # # # 1 ` 1 t v 'n }^ I , ; - - • I {{ }} 1 ,{ N (� Irl O M IC5 + �p t 1 1 1 i + # { # j i i N t t O t { 1 � ; } � to r + � _ --i-- - -- r t + M � t* � . nom �, � o i CID t {jjf t # i : v t + , i r i { 1 I • ! , ; I - .. 1. 1 -t l_ _ ; .. y _.{ } . __ .i +. ._- _ .. ._ +. �-- ♦ 1 .. 1 -+ -+ -t + r -� -1- -L- �- -�- -� - '� -�- — - - -+ -�. - 1 t + 1 I �� I I r i I:64 ° } 1 T� r I i + t I I r t i I 4 1 # /- 1 1 l } i i 4 { _ - . f : - _ _ - - - r : ; ! Pa 2 + E1t1S7 P90F1.!_E , + a . i + +-Ll f ; ; i i 1 i : ! , ; : t ♦ ' ' , � q '. , ; i I , + � t I ; I , , i . . 1 RGE ; t 4— TH TREES i ; t 1 ; �J : , : : ; - 1 - --_ - T+ - RE UR P�iO L� - � --- --_a._- _-- - ---; ---- - --- --+ - - � - -� - - - •- - -- - --+ - - - -, -- --1-- 4 -4f i N 1` UM 4 1=L PROFILE MAI AIN: Q iVll 1M BdSE: E � 1 i i t FULL CONC!TO HeA.C. ; — — — + ff I /V��1pl : �� CONC KE SiD ii ILL PLRITY 3411 TYPE B C E l i , # I 1 ; f t f ! ! , : 1 } { '" ER PIKE : I i + —t t- -� , 1 11 1 ! 1 I + � � —� -� + -� --t 1 — - - �— � _� 1 , , , 1 , , t � ``e o•.r,?+ � i �. .� 1. � , � , , 1 •e•e 1 I • r I I t l I d �• i r _ 1 _ 1 g� - — -} t N t t C0�1S1�R tURbSIbE �RkHV r } i t i- ; I .'e. l i t I 1 t 1 it 1 } + t` ' ; E I STD.: - - - - - - 4-- + - - - - - - - - f # - +OUTL T ERC 1`Y - _� `,' -� - - - - -� - -- -$ - - - - - - _�-fi t # o I• -�- —• — � # � #►? ; - I - ' -' - C STRUT T IAS-IN GRATE-- PE�JI N1 14 S+D_�zf1- - - - - - - - I{ , /. } i -+ 4 1 � t � _' PPP�� ..+ _. t( _ _ � - _ 1 1 }f i 11 1 111 t � lttl lj i • . , � I V f + # + i + + { � + 1 t Ltt I 1 } : � t t 1 t V-�3.3� i 1 : t t r ^ ; 3'GA , } I GRATA # t i i �` 1 # o r- = , R LOCATE A _ji ` { ( ti T. pHO�F L - - - - - ♦ : yl t t t , t w cu �`� H $ WAT E1:t ' , } {t t t i 11 + f + , , . • : }} + tt N t. - t ff � : 1 1 f 1 1 0 N ; , ; ' V � + t { # # = K.? �U -+--..' 'f• 1�•� O i t �� , } i ' 4 4 t , I N i r fi ° tt } # I 1 - ; , I M b } ,41 O -- - — �- --1 ---�- _+ —1---- -- - �:, - -- t _� �_- + — � - - + } +- -� m ?..] I-- .-- + ,c � �T - � ' � I : i i � ; t t : , + � 1 � � r�ii « f moo • - �- _. !PROP P(20F`ILE1 ---i- . _ _ _ - -- } 1Z i �- -- - 1— i - -- - - ' k- aol - - — -- — -- — + - -- - -- - - - } - -- l� 1 } �Aa ; t t + r + I r i } I , { i t n I i $ 1 1 , I o # + I I } LO �,t P 13 �- o f AIR AIS S#'R E` t PR fLE i i } t I N to i i f t I l y N .N I I ; ; ; + } r J 4 , i I ; 1 -#- � �_ } -+ / } ♦ + _� + �- � t f 4 1 � t_ - �. _�. _� + .1 + � -+ -+ + - � , -♦ + + + .l -1- ..r~. .+. i : -�_ 1 ._ ' y _t. : : : } + t f : + 1 ' i - - - - - - -, - - -� - - - t t f - - - - - _ - - - _ + _ _ 4 t f t , 1 _ f 1 I 1 i , I 1 1 t 1 + i 1 i � a_ 1 } -1 _ - + - — HORIZr I"= 40' 1 # } ' ; ! I t , SCALE 1 -t -- - - - -- _._ - - - -- - - # -- ( - -- -- - _. _ _ _. _+ l _ _ + 1 + i } VERT • { 1 } f i t i • � l 2+00 3+00 4+00 5+00 6+00 CONSTRUCTION NOTES: o a4 -- COLD PLANE AC PAVEMENT MIN.1-1/2" DEEP a A CONSTRUCTION PERMIT HAS NOT BEEN RECEIVED FROM CALTRANS AS OF THE BID ADVERTISEMENT DATE. THE WORK SHOWN ON THIS PLAN WILL NOT BE AWARDED Sa-- RELOCATE UNTIL A PERMIT IS ISSUED. 77 ADJUST TO GRADE 8�—CONSTRUCT 5" AC PAVEMENT OVER 8" CRUSHED AGGREGATE BASE 44 44' 9J CONSTRUCT 0.13' MIN AC OVERLAY 2' 32' 32' d �• 14 GONSTF-UCT CURB ADJ. SIDEWALK, WIDTH TO MATCH EXISTING. W 26 INSTALL 18' RCP (2000D) 29 CONSTRUCT CATCHBASIN 1 GRATE WIDE- PER CITY STD.302.. cn 4+00 CARNELIAN ST. ( 31 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STANDARD 107 C 4+00 19 TH ST. 9 F. 34)---- CONSTRUCT HANDICAP RAMP PER CALTRANS STD. NSP A88 CASE A 0 4 E5 _ REPLANT AF EA TO MATCH EXISTING VEGETATION M o 46 —SAWCUT NEATLY AT JOINT TO MATCH EXISTING STA`3tiS - TA'BEGOVERLAY 3 4 9 1 47 CONSTRUCT 12"CURB AND 15"GUTTER TO MATCH EXISTING AND COLD a PLANE 48 INSTALL 6x6 LOOPS a ir 4 49 PROTECT IN PLACE W �± y cpi Z c 00 a poa ,�� a odQ STRIPING- NOTES: y m as u~i wQa "-' �� --- PAINT 8" DIRECTIONAL ARROW PER CAL TRANS STD. PLAN A24-B TYPE IV (L) j 7 -� 00 [3� THERMOPLASTIC DBL YELLOW STRIPE CALTRANS STD. A20-A DETAIL 22 iV 5 f 7 �' [4�---THERMOPL/:ST_IC 8" SOLID WHITE CHANNELIZATION LINE CALTRANS STD. A20-C DETAIL 38 °C N 1001 ��l �. N CARNELIAN STREET CARNELIAN �o' r5.' 31, [0---THERMOPLI,STIC 12" SOLID WHITE STRIP CALTRANS A 24D 2+00 3+00 14 - v It g+o0 6+00 STREET w �rTYP� -�_7Ye 10' 4 I ►- 5 T•S CONDUIT i(rYR) 100 — PAINT 4"WHITE SKIP LINE PER CALTRANS STD. PLAN F,20-A DETAIL 12. 46 40 6' 48 - 8 4 ( 5 TS. CONDUIT cn w M P Pd - 4 5 9 2s 5 46 - _' -T - - 5, RE✓/5E0 CROSSWALK GOC.47-10AI 48 1-314Y 4 t LOCKING M.H. 3•I/ 5 49 49CITY Q 30° 47 DESCRIPTION OF REVISION DATE APPROVED ECR 4+63.8 BCR 4+63.8 15' 4 14 w CITY OF RANCHO CUCAi ONG + a M 2 v 1 9 4 3 + W 49 (� 14' 12 12 12 14' PLAN AND PROFI LE N 49 4 I a' u o �3 BLOCK WALL g p 31 STA +oo STREET AND STORM DRAIN PLAN - TRAFFIC SIGNAL LOOP AND STRIPING PLAN 19TH ST 8� CARNELIAN ST. END OVERLAY AND COLD PLANE, QppF E`s/U) STORM DRAIN ��� � APPROVED BY: DATE:E LEGEND -00 No:36937 CITY ENGINEER X. �•"��� ��-�' R.C.E. NO.24953 CURVE DATA O A _ w d o �''o '. °o. ° ,•o, P•C.C. a w , Expl� DESIGN PLANS PREPARED BYc RECOMMENDED 1'3f A.C. OVERLAY 34°4132 SCALE: I"= 40' `��ql CAVIL P�`P CSB CITY OF RANCHO CUCAMONGA _ ^�3 R 22.5' . Or�AI�F� COLD PLANE I I/ MIN DRAWN 10500 CIVIC CENTER DRIVE SHEET 2 LC 13.62 CSB RANCHO CUCAMONGA,CA 91730 15 OF 15 •," • " REPLACE LANDSCAPING AN 7.08' CHECKED DRAWING NO R.0 E. NO 36937 DATE 6-2-93 FILE NO 87-32 1480