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HomeMy WebLinkAbout2902-10,000.00 rl � INT 8' �2 eI RONrR FRsFc Bob kw0 DF sT sr 8tq CK 62.00' .CURB/CENTERLINE DATA 62.00' 52.00' d. 51.16 W 52.00 LENGTH TANGENT REMARKS 1 ®® ST 20.00' 12+57.00 BCR CENTERLINE CORAL LN. "' 25.00' MATCH LIN 51.16 ;_ SEE SHEET 1 w ui Q J � m ao rn CURB RETURN FL bi 38.00.' I z 329 77:31.......... > 328 / m o ;3 0 304 U w(D o w o 0 Lu 39.27' 0 0 o POR . OE 50 VC f Lu o o ; ao 1 18' 18 /1 im 253 cn 254 SEE SHEET N0. 24 FOR STORM DRAIN "F" � + 50.Z3 / o n PLAN AND PROFILE 255 _ __.. _':._.. _ ! -.. _ _ _ - ! _ '' . WCl� 10+43.00 LN. M UJ o _ 16+89.92 ECR 2 .C.. =BCRe?z1*17 O.C. X49.5 _ 52.21 MAY REQUIRE REVISIONS TO THE PLANS TO ; I PREPARED NDER THE S ERVISION OF: DESIGNED BY: 49 E F ARBERRY LN. �5-100187 50.73 .50.70 < PIG .. c- in FS FS _ POR. OF 100, 50UTH OF TAMARIND CT., 500' SOUTH OF SLOVER MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE 0°00'39" TO NORTH 89°04`00" EAST. BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN .EFFECT. �� V 1V �`Q r 1F F OF C P�-. � / DATE: % � 39.27 DRAWING NO. ) py� L:.:NZ 10 36 MICHAEL A. TYL AN RCE NO. 43090 EXP. 3-31-04 � m PI: 0 10+75.00 _ PI ®13+00.00 EL 1051.23 4 9.82 _ t�/4-9.. g ,, .. .... p ,'� �.,� ,CL _ �-i - 0'.33EL 105 -Lo _ o M m c� ri U C7 O O� M I M • O o0 + O _ U , � coo', g 00 _ _ .. � _ _ _ _ ._ ...... _ _ _- - _.._ _ . _ o -rte O '_ _ _. _ . ,-...._ ... _ _. __::PROPOSED TC O N ' O o N ' � oa 0.52 - _ > W O M .- � O ma: IiJ O O u� p v m W t[), tp o � v m O N , O � + a0 o + o C) co0 (D 0 O 0 6 C.F. m o : O M � � ': : C) 0, _ ' O F� - � : : '. � COQ '_ ' . i FOR. CUR RETURN + N D �r N � . M � ,n � ; - -SEES El`7 , O' .4 LT. 50 _, : _ _ _ . _. _ _ ,_ _ 050:.61 9 ,� � ti 100.37 , _ _ � 50 LT. CURB' : L L F ' Q 5.o 1049. FS ' 104 .35 9 P FL N. OF PIG. _ . i _ _ 83.29' : - N. CROWN DIE ,.. _... I- cn Pi ®.10+75.00 100 VC : 100 VC '; � , o � ; M � 0 E - 1050.3tl L = w ' U o m ;. o ✓� i 0 !Y I ;G2 0.40% U G 1 '0.4tl% - G 2 0':40% U - G 1 0.40% - G2 0. C) W m , o 0 - o a ao 04 N to 0 � -m L) U : w � _ _ ..... _ _ _ .. _ . ...._ . _._ _ _ _ :.... _ : i _ PROPOSED FS o 0 o � 0 + D w 0.8 m � o 0 00' � I 0 0 0 ._�-.CENTERLLNE o� oo � o� : r � �� t D ': i40% o r ao ; . _. _......._ ......... .._. t0 O � : _:..._ tO M I� � o � N � � � .tn 1`...� O O O O to to O � : �: � _._ _ ........ .._.,.... _ F- : 00 .: N ! O DS :......_+ O � N M M a O + O a O :.. Z O N O) : In d' O M r �' � 0 0.40 , r- EXISTING SURFACE; ' :...-C L I; C 50 � ---__: INT. p o _; _ _... - _ _. ..50-_ . I +i 13 67.00 BI CHTREE ST o ; o ®CENTER INE L , 2.34 �-- -10+00.00 C RAL LANE � r -- Lo Lo +� ' 77.31' 1050.94 _..... _ _ _ -: _... ,.. _ . _. _.... m rn cn i _- I 0. C. .._ �- _ ao �- ao 100... uc ; _ ,, 39:27 0 . G. :39.27 0 C . �-�, :.- ---- m + M NM + , PI 13 0 .0 _ EL 1051.23 PI ®14 00.0 _ EL 1050.83 � 4 9..82, . � 4 982 _._ _.:.. ___ __ I '_ _.-..- _.._. .- .__ --_ _..... _ O _ - - - _ � � Ute. _ - _.._. :_- ___ - •- -, _ -_ o _..__... o � rn --- � ._ R i ®10+5.00 , � G 1 0.4b% _ G 2 : -0, 40% _ G.1 0.40% _ G 20.40% : . � N -!.� ri � O O EL _ 1050.33 '' , I� r ': OD CO -tp N � N o M '. O M j ,.� G1= 1.0% _ O N I O O O O N G 2 0.40% > m � �n � � � in PROPOSE DTC + o : _ . ' _ N -T _ _ __.. 0.':40% .. _ - > '' .- .- (5 CD 06 r C.F., ', � � ' U : iACD - to tp �:. I + In Oma. _� ... , � %. 0:40. : ao co o O ao C�j� orn C) Lo >`� o� N� : FOR CURB RETURN , .. , _...... .......:..... �, '_ � '- ,r. __... `"' `- tet- � ._.......... ; S T7 ro rn o o �. � + o , SEE HEE + o ': - 1051.15 � I 1. -_ 0.40% 50 R CURB, -RT. ;CURB: ; 50 _ ; .. FL , - ; C'.B. !NO.' 35' 0 1049.36 1043.95 INV: FL � X=GUTTER.. - ... . . ,. _ ,_ ' 1049. _.. __. _.. PIG. 'PROFILE SCALE _ _i. HORIZ• 1 40 VERT: 1 4 10 11 12 13 14 15 16 17 18 19 20 21 22 ,000.00 rl � INT 8' �2 eI RONrR FRsFc Bob kw0 DF sT sr 8tq CK 62.00' .CURB/CENTERLINE DATA 62.00' 52.00' d. 51.16 W 52.00 LENGTH TANGENT REMARKS 1 ®® ST 20.00' 12+57.00 BCR CENTERLINE CORAL LN. "' 25.00' MATCH LIN 51.16 ;_ SEE SHEET 1 w ui Q J � m ao rn CURB RETURN FL bi 38.00.' 154.62' z 329 CUL DE SAC > 328 / m o ;3 0 304 U w(D o w o 0 Lu 39.27' 0 0 o 7 f Lu o o CURB RETURN ao 1 18' 18 /1 im 253 cn 254 SEE SHEET N0. 24 FOR STORM DRAIN "F" 256 + 50.Z3 / o n PLAN AND PROFILE 255 MATCH LINE FL 5 .23 F i WCl� 10+43.00 LN. M UJ o _ 16+89.92 ECR 2 60.00' 60.00'89.50'.... =BCRe?z1*17 I X49.5 _ 52.21 MAY REQUIRE REVISIONS TO THE PLANS TO ; I PREPARED NDER THE S ERVISION OF: DESIGNED BY: 49 E F ARBERRY LN. �5-100187 50.73 .50.70 < PIG .. c- in FS FS �r I •• //� /�1/ 49.87 ------ 65.04' 16,A0 e0R 334 O® s% �0 Q+ 0 40 0 40 GRAPHIC SCALE 0 - 0 62.00' 2 62.00' 62.00' � 4 Lo 333 332 331 120 DIAL � TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 62.00' 330 !Y v m 0 0 0 326 >EE SHEET 1 100 ECR 55.52' W z (n J w n � W aI 325 324 g o V 323 322 321 320 o� +z 62.00' 62.00' 62.00' 62.00' 62.00' 60.00' 14 FL N89° 04' 00"E 15 ' 6 16 - - --- -----------TO5�a�---50-8D----S��--5t1_QR- - -- 2 FL PIG FL FL 562. 5 2 ) 60.00' 305 306 307 316 315 0 U z 74CD , m o 5� 30 0 � 0o . 319 318 317 `o 314 Ln rn �� 52.86 S3 � FL, 60.00' 60.00' 19.11 46 F<,MSC co 5 53.76 o _ FS 00 00 - 19- ' F CD o FL X90 313 AT 60.00' 60.00' _60.00' 39.10' 4 � m � o 0 r 312 u L 308 309 310 311 0 z ,. CONSTRUCTION NOTES 4a T O CONSTRUCT b3" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 & 28) O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 FESS,IO��I CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD . 1015 O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. N0. 1006 � ® CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 ►�a No g3494 � * Exp. Sept. 30, 2006 � sl CI0- ql�®F CALF®Q` RECORD DRAM ENGINEER: (SIGNpTURp (I 62.00' .CURB/CENTERLINE DATA 62.00' 52.00' d. 51.16 DELTA/BRG 52.00 LENGTH TANGENT REMARKS 1 12+57.00 ECR `�' FL 20.00' 12+57.00 BCR CENTERLINE Z "' 25.00' MATCH LIN 51.16 ;_ SEE SHEET 1 w ui Q J � m ao rn CURB RETURN FL bi 38.00.' 154.62' z 329 CUL DE SAC > 328 327 m o ;3 0 304 CUL DE SAC o w o 0 25.00' 39.27' 0 0 o 7 0 0� o o CURB RETURN ao 1 18' 18 1 o 170.00' 83.29' w + CHISELED BOX IN EASTERLY TOP CURB, ,n I + co m `� No.43090 m w --o � CD N S U LT1 N G 909.676.8042 ■ FAX 909.676.7240 www.RBF:com ORR BLACKWO o AS SHOWN BARBERRY LN. M JOB (NUMBER 2 ) 60.00' 305 306 307 316 315 0 U z 74CD , m o 5� 30 0 � 0o . 319 318 317 `o 314 Ln rn �� 52.86 S3 � FL, 60.00' 60.00' 19.11 46 F<,MSC co 5 53.76 o _ FS 00 00 - 19- ' F CD o FL X90 313 AT 60.00' 60.00' _60.00' 39.10' 4 � m � o 0 r 312 u L 308 309 310 311 0 z ,. CONSTRUCTION NOTES 4a T O CONSTRUCT b3" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 & 28) O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 FESS,IO��I CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD . 1015 O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. N0. 1006 � ® CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 ►�a No g3494 � * Exp. Sept. 30, 2006 � sl CI0- ql�®F CALF®Q` RECORD DRAM ENGINEER: (SIGNpTURp (I REV. .CURB/CENTERLINE DATA DPjE ENGR. ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 N00056'00"W 20.00' CENTERLINE 2 90°00'00" 25.00' 39.27' 25.00' CURB RETURN 3 90°00'00" 25.00' 39.27' 2.5.00' CURB RETURN 4 233°07'48" 38.00.' 154.62' -- CUL DE SAC 5 53°07'48" 6.2.00' 57.4.9' 31.00' CUL DE SAC 6 90°00'00" 25.00' 39.27' 25.00' CURB RETURN 7 90000'00" 25.00' 39.27' 25.00' CURB RETURN 8 28°04'21" 170.00' 83.29' 42.50' CROWN LINE 2 ) 60.00' 305 306 307 316 315 0 U z 74CD , m o 5� 30 0 � 0o . 319 318 317 `o 314 Ln rn �� 52.86 S3 � FL, 60.00' 60.00' 19.11 46 F<,MSC co 5 53.76 o _ FS 00 00 - 19- ' F CD o FL X90 313 AT 60.00' 60.00' _60.00' 39.10' 4 � m � o 0 r 312 u L 308 309 310 311 0 z ,. CONSTRUCTION NOTES 4a T O CONSTRUCT b3" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 & 28) O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 FESS,IO��I CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD . 1015 O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. N0. 1006 � ® CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 ►�a No g3494 � * Exp. Sept. 30, 2006 � sl CI0- ql�®F CALF®Q` RECORD DRAM ENGINEER: (SIGNpTURp (I REV. REVISION DESCRIPTION DPjE ENGR. CIT DATE PLANNING■ DESIGN ■ CONSTRUCTION '� ���� C FONTANA, CALIFORNIA BENCH MARK: EL = 1077.40 BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO FEss Quo 10y9� 3 RECORD DRAWING Ic( THE BEARINGS HEREON ARE STREET IMPROVEMENT PLANS FOR BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89VENU " EAST YEARS` OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA �� V A. ,�`�� ����" Ty�� F� 27555 YNEZ ROAD, SUITE 400 TEMECULA, CALIFORNIA 92591-4679 TRACT 16074 DRAWN BY: BIRCHTREE STREET SCALE: CHISELED BOX IN EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER m `� No.43090 m w --o � CD N S U LT1 N G 909.676.8042 ■ FAX 909.676.7240 www.RBF:com ORR BLACKWO o AS SHOWN JOB (NUMBER TAMARIND AVE.; 60' 12195, P.M.B.158/28-40; FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 3/31/04 s�� PREPARED NDER THE S ERVISION OF: DESIGNED BY: 49 E F ARBERRY LN. �5-100187 50UTH OF TAMARIND CT., 500' SOUTH OF SLOVER MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE 0°00'39" TO NORTH 89°04`00" EAST. BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN .EFFECT. �� V 1V �`Q r 1F F OF C P�-. � / DATE: % � ORR APP OVER CHE ED BY � � � MAT CTING ,CI ENGINE R R. .51152 DATE: DRAWING NO. ) py� L:.:NZ 10 36 MICHAEL A. TYL AN RCE NO. 43090 EXP. 3-31-04