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HomeMy WebLinkAbout3235-4m O m O o.o+ O + 50' VC; .._ PI @ 10+70.00 O r O ,. 00 + O 01 to O = 1051.40; 38.:61 O.C. 39.93' O.C. 1 25.001' .90" 8'4.15'- g llx _ . _ 71,17- --C V, 06 0_ O MO O O nN co+ O O O N 1(Y_ _ 6,00 o*G ....... 50' V o n + 0, ------ .0. PT : 13+7°2p�EL 10572..4o0� u _. �.. 25.00 .9G o � o �, o' m c. O O t O) O M N o C3 C � 1f1 IA (O U r� LL- co} �n 0 0 0 o cvIn O N _ _ _ . _._ O O M + O O (Q : F.� AE __, R _At t m o LO i�! U' O N + O U 1 ----------- ,. a U) O 00 O M 1l- 0 0� _ _. .__.i. _O _N 2 m d A c�1 + O 0 i � I� O tD 0_ qo 36°52'12" Gbco O i } O I� Lo O 3 23°33'23" � 10 11 12 13 c4 O r� = ml ao � vI O I TORREYPINE ~ STREET a I� U Im o 0 S u� g IU + 23+3951 ECR 30 31 32 62.00' 1 70.00' 1 70.00' 70.00' 8 - 384 zi 0o co G11 1 4111 '1 12 8" SEWER ,�`s� 4 m 432.00' 1 O a0 m 8" WATER 23+82.51 TORREYPINE - M In O =10+00.00 CORAL CT. q INTERSECTION m U W 0 34 o N 33 + � \ 6 6' I 6 9� G 62.00 70.00' 70.00' 55.00' 24+25.51 BCR EXIST 11 SEWER ^� �6 6 LATS(TYP) m M 32' 2' ZI 42 41 40 39 38 0 N e� 1 20' 0 1 J TORREYPINE "Lu STREET 0��Q w a N CORAL COURT _+>oo) } I i o � .. 0.40% j, --77-3311' 0.0. '0.C!. 15 1.1 26' 9 37 .> '� cd PROFILE SCALE HORIZ: 1" 40' _._ VERT: 1" 4' 5 R 4 ! t m J 1 m DELTA CO U LENGTH TANGENT U 1 W GUM ,. ! sCD_i 62.00' ! O 1l- 0 0� LT. CURB 2 m d 060 RO 60' i � I� O tD 0_ qo 36°52'12" Gbco i N } O I� Lo O 3 23°33'23" � i 0 F o In PROPOSED i o 4.5 6 0 N 0Lo ._... � r , _.:._...., I +0 + F0 + LST- _.._ _. :.,.. _._,_T... .. _..,._ ,.<_,._.._.- o + N O N 0. 4 7 7 0 53°07'48" 62.00' i z I CURB 15 1.1 26' 9 37 .> '� cd PROFILE SCALE HORIZ: 1" 40' _._ VERT: 1" 4' 5 SCALE: 1 "=40' CONSTRUCTIOIN NOTES SCALE 1"=40' 1D CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 31 & 32) FESS/ C./F O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 13 ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 m� xi o No.63494 O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 * Up. Sept. 30, 2006 © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 ® PROTECT IN PLACE ��qlf ClVii F���\� E777-- .�_- : ` J H W R 11 DATA 12 13 DELTA BRG 14 LENGTH TANGENT REMARK 1 W GUM LANE m 62.00' 39.90' 20.67' LT. CURB 2 m d 60' 168.29' � CUL-DE-SAC 3 0 36°52'12" 62.00' O 20.67 142 0 1 ° 3 23°33'23" � 43 25.49' 0 44 W o 4.5 6 0 N 0Lo 38.00' 154.62' 1s' 18' 1+ 7 0 53°07'48" 62.00' 57.49' z I CURB 9 0 33033'26" a0 120.00' MATCHLINE 5� ,� F CROWN LINE 10 SEE SHEET 2 88029'00" ') EXISTING SEWER + CURB V 11 0 91°31'00" -� --- --- 25.00' 39.93' 25.67' -� ..��.,�rn PER DWG 2899Q"+11+42.69 CD/70. BCRI 1.42 ECR+U'0 71.68' N m02' 41.29' o � 32.86' 20.30 O '� W o UJ Q W n 00, $ °'� 5 z ° 5 °° Ro ,� n �' 3 2 ..5� _ � _ 6 �, - _ - SEWER" (/� n_ 4 ao 1 2 291.88' `o °° �9 9 O _ Lo O r� M 8" WATER W W GC W Z Q 1 J m 26.21 70.02 70.02 45.63' 6 25, 29 , 4 �o d = EXIST SEWER m ��, 8 (� LATS TYP m 52 51 50 9 o Q C C I • m N G Q� r- N `L 6 S9 94 �q 49 o N 9 11+51.37 BAMBOO CT. = 11+84.57 GUM LANE INTERSECTION Q BAMBOO COURT SCALE: 1 "=40' CONSTRUCTIOIN NOTES SCALE 1"=40' 1D CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 31 & 32) FESS/ C./F O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 13 ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 m� xi o No.63494 O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 * Up. Sept. 30, 2006 © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 ® PROTECT IN PLACE ��qlf ClVii F���\� E777-- .�_- : ` J H W R (- "_j REV. REVISION DESCRIPTION IJATE ENGR. DATE PLANNING ■ DESIGN ® CONSTRUCTION Gil O 1 RECORD DRAWING ��, BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED Q�pFESS/pa .� QTY OF FONTANA, CALIFORNIA P'� THE BEARINGS HEREON ARE ", STREET IMPROVEMENT PLANS FOR EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o A \ OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ��� ����� j�l� ``�, 27555 YNEZ ROAD, SUITE 400 TRACT 16074 -PHASE 3 AS NORTH 89'03'21" EAST HEREON AND CARRIED FORTH INA 9y z D e TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: CORAL COURT BAPdIB00 COURT SCALE: CHISELED BOX IN �' CONSULTING 909.676.8042 AS SHOWN PER PARCEL MAP N0. W No.43090 ^'1FAX 909.676.7240 WWW.RBF.com EASTERLY TOP CURB, DILIGENT MANNER THE CITY ENGINEERRJB DIAL TWO WORKING 12195, P.M.B.158/28-40; Exp. 3/31/04 TORREYPINES ST TO 432' BARK ST TO 176' JOB NUMBER BEFORE ����� DAYS BEFORE TAMARIND AVE.; so' FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO ' DESIGNED BY: YOU DIG SOUTH OF TAMARIND CT.' MAP, SAID BEARING HAD `fI' oIV1�- �� PREPARED U ER THE SUP ISION OF: NORTH OF TORREYPINE/SyNORTH OF GUM LANE �rj-�QQ�$% YOU DIG 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qjF F��� MCH APPR B DRAWING N0. TOLL FREE 1-800-227-2600 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. of CP+�� DATE: gAII4 LG ED BY: 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. MICHAEL A. TYL AN N0. 43090 EXP. 3-31-04 MAT ' ®Z 3235 8 CI Y ENGINEER R.C.E. 51152 DATE: CURB/CENTERLINE DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 0 36°52'12" 62.00' 39.90' 20.67' LT. CURB 2 0 253044'23" 38.00' 168.29' -- CUL-DE-SAC 3 0 36°52'12" 62.00' 39.90' 20.67 RT. CURB 5 0 23°33'23" 62.00' 25.49' 12.93' LT. CURB 6 0 233°07'48" 38.00' 154.62' -- CUL-DE-SAC 7 0 53°07'48" 62.00' 57.49' 31.00' RT. CURB 9 0 33033'26" 120.00' 70.28' 36.18' CROWN LINE 10 A 88029'00" 25.00' 38.61' 24.35' CURB RETURN 11 0 91°31'00" 25.00' 39.93' 25.67' " (- "_j REV. REVISION DESCRIPTION IJATE ENGR. DATE PLANNING ■ DESIGN ® CONSTRUCTION Gil O 1 RECORD DRAWING ��, BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED Q�pFESS/pa .� QTY OF FONTANA, CALIFORNIA P'� THE BEARINGS HEREON ARE ", STREET IMPROVEMENT PLANS FOR EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o A \ OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ��� ����� j�l� ``�, 27555 YNEZ ROAD, SUITE 400 TRACT 16074 -PHASE 3 AS NORTH 89'03'21" EAST HEREON AND CARRIED FORTH INA 9y z D e TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: CORAL COURT BAPdIB00 COURT SCALE: CHISELED BOX IN �' CONSULTING 909.676.8042 AS SHOWN PER PARCEL MAP N0. W No.43090 ^'1FAX 909.676.7240 WWW.RBF.com EASTERLY TOP CURB, DILIGENT MANNER THE CITY ENGINEERRJB DIAL TWO WORKING 12195, P.M.B.158/28-40; Exp. 3/31/04 TORREYPINES ST TO 432' BARK ST TO 176' JOB NUMBER BEFORE ����� DAYS BEFORE TAMARIND AVE.; so' FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO ' DESIGNED BY: YOU DIG SOUTH OF TAMARIND CT.' MAP, SAID BEARING HAD `fI' oIV1�- �� PREPARED U ER THE SUP ISION OF: NORTH OF TORREYPINE/SyNORTH OF GUM LANE �rj-�QQ�$% YOU DIG 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qjF F��� MCH APPR B DRAWING N0. TOLL FREE 1-800-227-2600 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. of CP+�� DATE: gAII4 LG ED BY: 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. MICHAEL A. TYL AN N0. 43090 EXP. 3-31-04 MAT ' ®Z 3235 8 CI Y ENGINEER R.C.E. 51152 DATE: