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Home My WebLink About3797-22:1 MAX SLOPE EXIST GROUND R/W R/w I 69' CL 19' 20' 20' 10' i PARKING STALL i 5.5 1 4 FUTURE ' ' 0.5' I I 2:1 MAX 1 SLOPE -0.01 LEVEL LINE Zq 1q MIN. EVE .• ,> 2:1 MAX a 5 2 0 2q i 1 11� 111 -1T SLOPE -- _ _ -_ j i 1 .!I�I 11�1�11-1 I t=1 11.-.-.1 i �.- _ A- =111-I I =1 I I -(I 1=111'��;t, -I I ID I �I I I -I I -I 11-1 l_I I I -I I I -I I IJ I I -I I I -I I E f 1=1 CONC. -1 l 1 iyl �=1,-T�T�1t-T, Il I L11 i=III�1-iir L, i' ITiI 1i l i ?•' il� SIDEWALK hIIHII_ 11= - - f=1 11= I I: FUTURE ALLEY ''! 1'I 11�"_ CURB - - CONC. CURB ONLY GUTTER & GUTTER TYPICAL STREET SECTION EA S T PA RK WA Y (PRI VA TE S TREEti . T. T. I. =5.5 S N R/W68, R/W I-10,_ 22' CL 22 14' VAVARIES , 1 , 4 6, 8, -0.05 , 2°0 _ LEVEL LINE _ - . I I II I±I I f�-7 '•. •�, _ - �7 q 22� L/O y=l tl- �P�,(�o� MEET EXIST Ab GROUND CONC. SIDEWALK PROP. CONC. PROP. CONC. CURB & GUTTER CURB & GUTTER T YPICAL S TREE SEC TION 24" VIENNA LANE N. TS. T L=5.5 R=1/2" dQ d da 4" J dQ R=1/2" (0 � d d < d a 41 4V d ROLLED CURB & GUTTER DETAIL N. T. S. SHALL BE CONSTRUCTED OF TYPE B ASPHALT CONCRETE AND TO BE BONDED TO PAVEMENT BY A TACK COAT. AC DIKE DETAIL TYPICAL SECTION N. T.S. R/W R/W 69' I 1.10', 20' CL 20' 19' PARKING STALL 4' 5.5 FUTURE 1 1 I 1 -0.01� '29' 1 MI N. �MX • --'- =LEVEL LINE / _ CONC. SIDEWALK CONC. CURB ALLEY & GUTTER GUTTER T YPICAL S TREE SEC TION WEST PARK WAY N. T. 1 T.I. =5.5 3' R/W 45' 6' 5' 6' 8' I ISLAND .76' PARKING_ _ - CURB & S/DEWAL GUTTER R/W 45' 45' 20' 19' 1 19' 20' 0-1 I4'-6' 0'_7' 6, 6, 21cv 0.66' LEVEL LINE - - LEVEL LINE 0.66 2q I ----- _ -� „_ 2� ---- �-I � 1-1 I I -1 11=1 fi r: 2%I- -1 11=i -'' ►=_I : -� : -11 I=1 I I-1 I I- 1 -III -I _ - -' 1 i- 11-1 11=1 I I I i, II I II 1 11 i t I- - �_ I"- Elf -1 -Ili- I=111="' -1 I I_ I I -1 I I=1 I I=1 I I=1 I I-1 I_ -I 11- CURB & CURB & I ' 1 t 1 III _III -I 11 S/DEWALK GUTTER -1 I GUTTER 90' TYPICAL SECTION SEE NOTE 10 RETAINING CURB AT EDGE OF SIDEWALK CURB FACE W=PER PLAN C CONCRETE V -DITCH DETAIL - RETAINING CURB AT EDGE OF SIDEWALK SEE NOTE 11 IF LOCATED AT CENTER OF CURB RETURN TOP OF RETAINING CURB 8.337 MAX. �-r ----- ----------------------- SEC TION C -C N. T.S. N. TS. 45' 1/2a' a d LIP DETAIL N. T S. PA RKSI DE WA Y T I. =5.5 NT 7. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4 8. THE BOTTOM OF THE RAMP SHALL HAVE A 1/2" LIP AT 45' 9. SIDEWALK AND RAMP THICKNESS, 7- SHALL BE 3 112- 10. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" O.C. SEE GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT, WHEN LOCATED IN THE CENTER OF THE OF CURB RETURN. 11. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, IT SHALL BE GROOVED /N A HERRING -BONE PATTERN WITH 1/4" GROOVES APPROXIMATELY 1-1/2" O.C. SEE GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE CROSSWALK. APPROX. 3/4" EXCEPT APPROX. 1-1/2" ON SLOPING PORTION OF RAMP IIi �14 c° d d 3 d d GROOVING DETAIL SEE NOTE 8 NTS HANDICAP RAMP DETAIL N.TS. 6» 18„ R=1/2» 111112" I \ B4.72 R, \ co d a � a a 1/2d„a L 4co d d d d a SECTION CURB DEPRESSION DETAIL RAMP PER PRIVATE PARK L0 R/W n" ^1< OF g DIG SLE � T TOLL FREE -qmmmmpp-1 -800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT N. T.S. PLAN N. T.S. REV. R/W ENGR. CL DATE BENCH MARK. if 8-17 9 ' 60' 45' R/W THE BRG. N089'59'31 "E VAR/ES 6' 5' 6' 24' 24' 0.76' ISLAND I 29' PARKING 0.60' LEVEL LINE , 4 4 0.60' LEI/EL LINE CL - - -o --- - - - - 2:1 MAX 2% �- . -I Mill �q 1„ SLOPE -III-II ,_ 20' 20' SIDEWALK CURB & _► 1.1 . it 0 REVISED AS SHOWN GUTTER VARIES FUTURE 90' TYPICAL SECTION CURB -2�_ -I 11-1 I I- --1- III - 1 1=1 I I I I I 5:1 SLOPE ONLY 1I -I a 11- 1-I 11 I I I i I I' III=1 I I=111 1111=11111 1:1 11 l 1 1 1=1 I I=1 I 1___I ' I I 1-1 I I-1 I I-1 .111-1E I I. I-1 I II -1 I I-1 III -1 I I-_ 11 _ 1 11= I • I -' _► i = N.T.S. - PA RKHO USE DRIVE (PRIVATE STREET) T.i =5.5 Exp: 06-30-06 R/W TYPICAL SECTION A CL R/W 45' 6' 5' 6' 8' I ISLAND .76' PARKING_ _ - CURB & S/DEWAL GUTTER R/W 45' 45' 20' 19' 1 19' 20' 0-1 I4'-6' 0'_7' 6, 6, 21cv 0.66' LEVEL LINE - - LEVEL LINE 0.66 2q I ----- _ -� „_ 2� ---- �-I � 1-1 I I -1 11=1 fi r: 2%I- -1 11=i -'' ►=_I : -� : -11 I=1 I I-1 I I- 1 -III -I _ - -' 1 i- 11-1 11=1 I I I i, II I II 1 11 i t I- - �_ I"- Elf -1 -Ili- I=111="' -1 I I_ I I -1 I I=1 I I=1 I I=1 I I-1 I_ -I 11- CURB & CURB & I ' 1 t 1 III _III -I 11 S/DEWALK GUTTER -1 I GUTTER 90' TYPICAL SECTION SEE NOTE 10 RETAINING CURB AT EDGE OF SIDEWALK CURB FACE W=PER PLAN C CONCRETE V -DITCH DETAIL - RETAINING CURB AT EDGE OF SIDEWALK SEE NOTE 11 IF LOCATED AT CENTER OF CURB RETURN TOP OF RETAINING CURB 8.337 MAX. �-r ----- ----------------------- SEC TION C -C N. T.S. N. TS. 45' 1/2a' a d LIP DETAIL N. T S. PA RKSI DE WA Y T I. =5.5 NT 7. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4 8. THE BOTTOM OF THE RAMP SHALL HAVE A 1/2" LIP AT 45' 9. SIDEWALK AND RAMP THICKNESS, 7- SHALL BE 3 112- 10. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" O.C. SEE GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT, WHEN LOCATED IN THE CENTER OF THE OF CURB RETURN. 11. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, IT SHALL BE GROOVED /N A HERRING -BONE PATTERN WITH 1/4" GROOVES APPROXIMATELY 1-1/2" O.C. SEE GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE CROSSWALK. APPROX. 3/4" EXCEPT APPROX. 1-1/2" ON SLOPING PORTION OF RAMP IIi �14 c° d d 3 d d GROOVING DETAIL SEE NOTE 8 NTS HANDICAP RAMP DETAIL N.TS. 6» 18„ R=1/2» 111112" I \ B4.72 R, \ co d a � a a 1/2d„a L 4co d d d d a SECTION CURB DEPRESSION DETAIL RAMP PER PRIVATE PARK L0 R/W n" ^1< OF g DIG SLE � T TOLL FREE -qmmmmpp-1 -800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT N. T.S. PLAN N. T.S. REV. REVISION DESCRIP71ON DATE ENGR. CITY DATE BENCH MARK. if 8-17 R/W 60' R/W THE BRG. N089'59'31 "E VAR/ES THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE VARIES LANDSCAPE CL 16427-1, M.B. 296/7-11. LANDSCAPE EASEMENT 30' J01 ELEVA f 1428.609 EASEMENT RECX7Vet) DRAWIAI G 20' 20' 10' it 0 REVISED AS SHOWN VARIES VARIES R/{N 90' R/W CL 45' 45' 6' 5' 6' 23' 1 23' 6' 5' 6' 5' 5' I 0.7 ' 0.7 ' 2q• ----LEVEL LINE -- - --- LCL LINE --- q o - - _ - - - I I=1 11= % _I- _ I 2 I-1 I I-1 I I I I III - -1-1 1111=1 1=1 I =1 I-•• ,_, S I I-, I S I-1 i I-1 I I-1 11-1 I-1 I►=1 11=1 11=1 11=1 11= I I'- '� I _III -I 11=1 11=1 I I-1 11-► � 1-_ I-1 I I- �-,1 � I i � �_ �. • :III , ,_, . I- II-III- 11-1II-� 1= 31D LK S/DEWALK 11'_1 1 III = 'CURB & CURB & GUTTER GUTTER 90' TYPICAL SECTION Ni PARKSIDE WA Y (PRI VA TE STREET) FROM STA. 10+54.22 TO STA. 12+62.15 T I. =5.5 SHOULD CONS TRUC TION OF THE REQUIRED IMPRO YEMENTS NOT COMMENCE WI THIN 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 BRING THEM INTO CONFORMANCE W/TH CONDITIONS AND S TANDA RDS IN EFFECT. KNOX AVENUE SEE DWG. NO. 3704 S SHT. 3 OF 7 N BENCH MARK. if 8-17 R/W 60' R/W THE BRG. N089'59'31 "E VAR/ES THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE VARIES LANDSCAPE CL 16427-1, M.B. 296/7-11. LANDSCAPE EASEMENT 30' J01 ELEVA f 1428.609 EASEMENT 10' 20' 20' 10' QR�I&%,PREPARED /w�F2 IN THE OFFICE OF VARIES VARIES 5.1 SLOPE _ _ 2_� III -I ' 1-I 1 I -III -III.. ,III III- , o ° LEVEL LINE- - 27� - -2�_ -I 11-1 I I- --1- III - 1 1=1 I I I I I 5:1 SLOPE MEANDERING 1I -I a 11- 1-I 11 I I I i I I' III=1 I I=111 1111=11111 1:1 11 l 1 1 1=1 I I=1 I 1___I ' I I 1-1 I I-1 I I-1 .111-1E I I. I-1 I II -1 I I-1 III -1 I I-_ 11 _ 1 11= I • I -' _► i = I I =I i l- - SIDEWALK PROP. CONC. MEANDERING Exp: 06-30-06 CURB &GUTTER90' TYPICAL SECTION A CURB CONC. G GUTTER SIDEWALK �F N. TS.PARKSIDE WAY (PRIVA TE STREET) OF \F OMilli CALIN Date L CHECKED BY RCE 36637 EXP. 6 -3b -d6 WENDELL L. IWATSURU�� FROM STA. 13+62.10 TO STA. 16+89.27 T L=5.5 SHOULD CONS TRUC TION OF THE REQUIRED IMPRO YEMENTS NOT COMMENCE WI THIN 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 BRING THEM INTO CONFORMANCE W/TH CONDITIONS AND S TANDA RDS IN EFFECT. KNOX AVENUE SEE DWG. NO. 3704 SHT. 3 OF 7 BENCH MARK. if 8-17 BASIS OF BEAR/NGS. CAL TRANS BENCHMARK 17. A BRASS CAP /N THE CONCRETE BASE OF THE BRG. N089'59'31 "E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON 7R NO. OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA A VE. ELEVA f 1428.609 Prepared Under The Supervision Of QR�I&%,PREPARED /w�F2 IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. DRAWN BY L 3 No. 36637c 760-A SOUTH ROCHESTER A VENUE dM * Exp: 06-30-06 * PHONE(909) 937-96 7 91CA 51 DESIGNED BY. ��9TFc l V �F OF \F OMilli CALIN Date L CHECKED BY RCE 36637 EXP. 6 -3b -d6 WENDELL L. IWATSURU�� o W L-4 z LijZ ck � W RECORD ® TRE00RD-DRAWINGIG H -AVE BEEN PREPARED, IN CA& PAK ON THE BASIS -OF INFORMATION COMPILED ANDQ RJROMED BY -OTHERS. THE ENGINEER WILL NOT BE R�Pp�18lBL.E*FOR ANY ERRORS OR OMIS,5IONS MIWH NAME SEEN WOORPORATED INTO THE DOCUMENTS AS A RIMMT THEREOF. ! Q CITY OF FONTANA, CALIFORNIA. o STREET IMPROVEMENT PLANS N DETAIL SHEET S� A SHOWN N DA 7E:• DEC. 2004 AP RO D Y• DRA WING NO. 2 7 1.41 /TY EN ER R.C.E. 68819 wDATE 3797 11 J:\126-2023\streets\ST02-Rev.dwa. 12/21 /2005 7:57:07 AM. Gerrv. Ger