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HomeMy WebLinkAbout5748-2L=28 37' I I I I I I I I I I I I I I Lc=31.68' 50, I Lc=70.47' I I CURB RET. TANGENT I I Qp U �li� U m� U C� C� ~ cv W ~ N W ~ O nJ^ --J c0 �rn U c; o m m LLj �? I� rn I OP -OF- N U N\ r O N N cp N N \ U AT 18 LEFT + ^ N Z o L6 � \ \ ro `� S=0.50% o °�°, '� �r U + 00 + S=0.50% co IOo 1293 1293 S=0.55% vj LEFT S__1 ___ V) LEFT S=0.71 % XISTING GROUND P OFILE AT LEFT U U �C CO zny r m � O U v U VPI=91.34 0) J �I _i Ln p) N O) N o �' 00 U N v ' � TOP OF AVING Q �' � ^ N o -� ^ a) Nt °0 "t o) cn S= -1. 01 q o f + O o N Q) N N AT CENTERLINE S=0.89% L61 cm o Q N 1293 1293 0 0 �v � N o o 0) ^^ NN S=0.55%--_-------- of C.L. Q N+ o d N Q^ --------- oiy��, C L, rn I- _ to � --- - - - - - - - - - - - - - XISTING GROUND PROFILE A CENTER S \ o+ Lc=31.68' 50, Lc=70.48' o J -' o+ o ^ �' TANGENT O p N nm y W2 U m= U rn+ oN� ~ ,N�� O a U AT 18' RIGHT + N N N u U ~ 00 ^ ^ \ \ rl S=0.50% S=0.50% U r, L0 "' " 1293 �� N� o N �, NN NN 5=0.55% ---------- 1293 RIGHT Q� �� ^o N N ----- ------- RIGHT I� + N a7 ---- -- S=1.0 a ---------- ---- �XoPNG GROUND PROFILE AT RIGHT S=-1.64% _ CURB RET. PROFILE SCALE VERT: 1 in = 3 ft HORZ: 1 in = 30 ft CURVE DATA: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WI W TM 18894 TM 18894 LOT 3 LOT 4 LOT 5 TML�8894 4 LOT 7 1 15 ? I TM 18894 TM 18894 TM 18894 D� 32' I I o 15 z 15 1 ?I Q �, Q z l 4 �Y o TM 18894 �,,`l III I I II POR. LOT 2 ,� o N; '' N '' ' ' U I� z 4 II 4 4 N 4 4 N' 4 �I 4 N, 4 4 II '� o °0 0 M. B. 32/29 O m 4 II 4 II - i N �' a i co I Lr) x �• �) III I I : + p�j' Nr I I p O 3 � N 110 �' n 3, �s Nr s m cc, L m^ 6 G' co �I I O APN: 0192-281-29 m ",1- N rn w \ `� �; `n 10+38.20 BCR o �; + 00 O O v� � O ^ O � OI co � I O <r <r co ; O o O ^ `O o + rn \ of O CL 0; <r C I Lu "� cl; o + � + 16 + 0 91. 28TC ao C v m + ^ �i + + + � + + + LIMIT OF SIDEWALK I o I I 90. 78FL ^ + I J + m N n C� m L6 J "� N U m I Nr op I v ^ + I Li 1 _ .:... Q O J � ti J Cl_ Lr) e + AND CURB/GUTTER REMOVAL _ I o + C3 N ^ + ^ + U +; I ^ +j u�' '�' �u- Ir';� -•. \� ^ ^ _ 1 1 1 16 70 �� 17 EX. R/W _ - - ! _.. �- -- - - . O41° / -4 11:4 - --- - - - ......00 .. Tqs o g ................ ... C2................... __ �...Q..�.� .. s ..�.... ....... ....... ... ................ 92. 3 C ............. �. 4 d,. r� . x . 92,44TC..... 92.88TG C3......92.99TC . . 15+09:96 ..� . .. C....�, .�j .. ,,,� ....... F . �� ......... '9`� I I 4 ..............�.. � .. N ............... 9.1.83FL.. . 12+34:.14 .�C ...... c� . ...�. - ,� .. � .� ....... 2 ..9. �........ �. c 8 I 2 �.. q�. ... �........................ 9.1.:94FL.............................92.38FL ............ 92:49FL ............. .......� $C ....... . S] ......... ................ �c` . c9 ......... Q.Qi�I �.TRUCTION..C.L:.11.+00...... �189 42 40 E .. 2.1.4...$ ..12+00 . 9l r N8... W' 80. 13; .... � 3+00. 13+34.2 5 EC ---I-- . +-TRACT 18894 . BOUNDARY L NE... . F I � ............--- .................... �...................... �C1...�.... �......:........:.... � C.1... 14+oD. 15.�........I .............. '�- ....... ................ ........... ................................................................ N89'42'40-E 265:89' ...... . I I ._��- . �-.......��..............,...-...................................................................... ...........TRACT 20132 BOUNDARY LINE.. .... .................. �� I ... N 94 . ,40. 6 , . SURVEY G. L:.....92.33TC ...... 1 + 1'4.2'� '$C ... C,. .............. .... ......... ..... , . ........ ............... ��,............ ........ I 2. E.. 9..... .. .. ... �......... .. 9 J1- IT@.6223 a0 92.44TC t� 1 m .. ... 5 F .......... . O .. F ..'.�... ...p 0�.. �j .... . ...... ...... .... ..... N.... N 91.83FL ...C3 ...... 91.94FL ... 92 99TC .. 2 ... 15+09.96.. FAG �� ��G... ....... �� x� , `ti` 92:49 � N _ FL 4 - 0 C2 8 - - � c' _ 4 0 _ - - - --� _� �j� �j(O'. ... ..... , .. . G� r EX. R W u .... ........ 5 m LIMIT I /: II 10+39.83 ECR / - - ° ; g a. ��. ` . O' pQ, .... xv k� G \\1 .... . �° L T OF S DEWALK I�f •- '. - - �� �..6 ..... AND CURB/GUTTER REMOVAL I ; ; 7 91. 17TC d _ . w •. -- ^ v Z 16 1 16 16 3 1 16 90.67FL 16cc 1 . ao1_ I ao N •� \ c0 Nr cv p \ II p �n N\ d � II \ d � 16 .. POR. LOT 3 m °o O 0) 1 c0 I N q o o co N N III I / o Q + °° o `r + Nr o \ M.B. 32 29 N a + J + W I O �' + ' + W + Lu ^ k o + W �� �I II I Z N co N Z Q3 Lu �-) Z + N APN: 0192-281-02 ^ ^ - + ^ N U ^ Z + `n �' u� Ln ^ II co + n �i ^ 4 J <J_ U J ^ K_1 o Q + rn I it I03 Z OJ III + m 4 co 4 + 4 4 00 4 4 � v ao Z co 4 W I III I w ^� N 4 ? w 4 n � ;i N I III Q 20' I II 14' 1 I 1 I 1 cl-1 I ^ 4 4 LOT 1 LOT 2 TM020132 T 5LOT 4 LOT 5 1 ^1 LOT 6 z III I ti TM 20132 TM 20132 TM 20132 TM 20132 m TM 207,32 Q 0 15 30 60 90 Q SCALE: 1 "=30' NO. DELTA RADIUS LENGTH TANGENT C 1 2`51 '45" 400. 00' 19. 98' 9. 99 , C2 2'51 '45" 478. 00' 20. 88' 7 0. 44' C3 2'5 7 '45" 382. 00' 19. 08' 9. 54' C4 16.15'37" 112. 00' 31. 68' 7 6. 00' CS 212'31 ' 14" 38.00' 140.95' - - - - C6 89.4240" 20.00' 31.32' 19.90' C7 90' 7 7'20" 18. DO' 28. 37' BENCH MARK: CITY BM # 466 DESCRIPTION: LEAD AND TACK AT THE NORTHWEST CORNER CURB RETURN OF UPLAND AVENUE AND TAMARIND AVENUE ELEV. = 1298.78 UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG REV OWEN STREET 17+00 18+00 Z J CONSTRUCTION NOTES: Q Z Ol CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 1002„ mW=AS SHOWN ON PLAN ^_ 20 CONSTRUCT 6" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 CONSTRUCT 5' WIDE P. C.C. SIDEWALK PER CITY STD. NO. 7 006 o ® CONSTRUCT 4.5" A.C. MIN. OVER 72" MIN. OF 95% COMPACTED NATIVE z SUBGRADE PER CITY STD. NO. 400 U 5O SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN DETAIL Q © CONSTRUCT CROSS -GUTTER AND SPANDREL PER CITY STD. NO. 403 O CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY STD. NO. 7 004 8 GRIND 0.15' MIN. AND A.C. OVERLY 0.15 MIN. 9 REMOVE AND DISPOSE EXISTING CURB/GUTTER AND SIDEWALK 0 INSTALL STREET LIGHT (PER STREET LIGHT PLAN) 1 8 INSTALL STOP SIGN AND POST PER CITY STD. NO. 4003 S O2 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003 z APPLY THERMOPLASTIC "STOP BAR" AND "STOP" PAVEMENT MARKINGS _, CONSTRUCT 3" RESIDENTIAL UNDERSIDEWALK DRAIN PER CITY STD. NO. 3002 0 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 7001, o Q W=AS SHOWN ON PLAN CONSTRUCT BID -FILTRATION PER WQMP AND DETAIL HEREON ^ m 0 RELOCATE EXISTING POWER POLE (BY OTHERS) ^ N O U Z BENCH MARK: CITY BM # 466 DESCRIPTION: LEAD AND TACK AT THE NORTHWEST CORNER CURB RETURN OF UPLAND AVENUE AND TAMARIND AVENUE ELEV. = 1298.78 BASIS OF BEARINGS IS THE CENTERLINE OF TAMARIND AVENUE BEING N00"13'00"W PER M.B. 32129 MCN 17-083, DR 18-005 REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PROFESS/py�` �o .� C. �2� G No. 37037 � * Exp. 6-30-20 �- � I � � �P gltcp cAL`F Prepared Under The Supervision Of: H PIHEN N cRPOQuz 1 465 CRESTVIEW ROAD R.EDLANDS, CA. 92374 (919) 1335-8239, FAX (909) 335-9940 DATE: 11/26/18 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: CADD TRACT MAPS 18894 + 20132 WENS ST.R�ET SCALE: As SHOWN DESIGNED BY: DATE: 8/17/18 CHECKED BY: / APPROVE BY: / OAT ! DRAWING ONO. 5748 2 2 HENRY C. P`0 I , R.C.E. 37037 ITY ENG EE .E. 51152