Loading...
HomeMy WebLinkAbout06020007.114 S.S.D. - - - - - - - - - - - - 154 I I I I T F 3 I I 193 194 195 196 197 198 199 200 201 202 203 204 I 205 206 192 I 188 190 191 P NT OF ANGENC 3 I S A. 2 +16 EXISTING POINT OF CURVA R - - -- - _ -- -- -- -- -- -- - I STANFORD PAR 3 189 SECTION 2A �rl BEGIN CONSTRUC STA. 0 +00 3 Q U �O 126 VVrCR 11RV Ldd4r- 2 +1 .46 2 +150 3±00 3 +4 m 4 '00 4+50 5 +00.83 5+50 6+00 6_+50 7 +00 7+150 8 +100 - - -- - -- 164 R =150. 0' - - - -� -- -- -- - -- - - --I- - - -- L =74.0 ' T =37.7 124 123 I 122 121 120 119 118 117 116 115 I I 114 113 125 EX. EX. EX. 157 161 xr- .. I I 50' W I II 109 30' B -B N 0) N I rn rn rn + rn rn rn ZVO 210 N rn O *HANDICAP RAMP v' TO BE INSTALLED o4f) � (5 �° �9J3 67 _ �� _ �� SCALE: 1 "= 20' � o� �• U� � 089,' G 0. Oq 9 9j 9 2 �o, �x h R. 6 3. c� o 0� J4 1� C p J 3 �\ 914.22 914.37 973 8S j8 'ANCE 913-5 91,3 4 j 1.20% 913.89 914.04 � .8J START INVERTED CROWN � ° ,p / 913.82 0 +50 3 AT THIS POINT. 0) \60 9J3 913 92 0 +75 0 +85.40 914.22 914.37 b - PAVEMENT TO o;� x �° g� 91 .8 _\ 913.5g BE REMOVED L .a d O rl O .-1 %D O N N 7 10 J CJ1 'O N O O a dS c la a i T 0 U v m N N O O tD M, 0 168 9 913.89 914.04 ➢ 13• 92 ci / p 914.22 914.37 START INVERTED CROWN AT THIS POINT. \ X HIGH POINT ELEV = 917.70 HIGH POINT STA = 1 +41.70 PVI STA = 1 +42.45 PVI ELEV = 917.76 A.D. _ -1.25 K = 31.89 EXI STCN G STANFORD PAR -- -- SECTION 1 NOTE: FOR INSTAL- '1TION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOF OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. LOW POINT ELEV = 916.51 LOW POINT STA = 3 +44 PVI STA = 3 +43.84 PVI ELEV = 916.45 A.D. = 1.29 HIGH POINT ELEV = 917.39 HIGH POINT STA = 5 +00.65 PVI STA = 5 +00 PVI ELEV = 917.45 A.D. _ -1.24 K = 32.25 112 FUTURE THE RIDGE AT HAYDEN RUN SECTION 3 3 c6 -- -- -- -- 166 --F END CONSTRUC110N - -----F A. 1+78.43 IOINT OF TANGENC I I ... ... to � TA. 0+85.40 I I w CURVE DATA 207 208 209 210 I i 3 0 =1 9 °2 7'18 I m z 0 cn w R= 150.00 DINT CURVA RE I L= 50.93' EXISTING TA. 9+ 9.35 I , T= 25.71 e STANFORD PARK 167 '*A SECTION 3 Lj CUPERTINO LANE - -� 68 END CONSTR TION so o, s +00 - 9 +50 s 9.35 ` STA. 11+14.4 0 0 742 © - 1 << /CURVE DATA =43 °57'09 " °0 111 110 R= 150.00' zo> 109 L= 115.07' w T= 60.53' -' EX. 170 EX.- � I -2. 1: I� 910 z O U c w c w O zQ DATUM ELEV (=), � 90500 W HIGH POINT ELEV = 915.14 LOW POINT ELEV = 913.81 HIGH POINT STA = 1 +65.11 LOW POINT STA = 0 +27.78 PVI STA = 1 +58.43 ?VI STA = 0 +34.47 PVI ELEV = 915.22 '-'VI ELEV = 913.73 Q A.D. _ -1.80 00 A.D. = 1.80 J K = 22.18 K = 22.19 SCALE: 1"=50' HOR. 40.00' VC W Cn 1"=5' VERT. 40.00' VC r� V J 0 0 00 r- � r 890 0.6 � � + �_ � 920 + C. P. + CD w w w O. C4 w > ; > > w -2. 1: I� 910 z O U c w c w O zQ DATUM ELEV (=), � 90500 0 +00 0 +50 I . . a .--. 1+00 1+50 O Sri rn Q 0 =m � ��_ Ld II ot� O \ - � o 1STEgOc�`,A' Li -° No. i- 19358 -10 STATE OF • 2 ? w NAL- - -- -- -- -- SCALE: 1"= 50' :)+uu �)+5u b +uu b +SU 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 CUPERTINO LANE CN z o Ln Z LLJ > l 0 X Z Q Q L` J r- U) I ao Ld I- Ld I Z O C� 00 Z ! W Ln CD 'r) Z LO J o) Z `� O r` W Q Z Q Q Z V / W O > > I..L <m w n m Q Z 00 Q OF: J U ZW Q V / m W Cn W r� V J -0. 890 0.6 1. " R. C. P. 4=9 O. C4 w z z o w > O U v v Sri S U 00 V) r + 0+ 0+ p u� Q O 0 N O U Q Q _Z � Z z o O 0I-� rn c� n w (n a-10 w �0 N N N N O Q� N U-) 00 O h M ri Sri rn rn � � rn rn rn 0 +00 0 +50 I . . a .--. 1+00 1+50 O Sri rn Q 0 =m � ��_ Ld II ot� O \ - � o 1STEgOc�`,A' Li -° No. i- 19358 -10 STATE OF • 2 ? w NAL- - -- -- -- -- SCALE: 1"= 50' :)+uu �)+5u b +uu b +SU 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 CUPERTINO LANE CN z o Ln Z LLJ > l 0 X Z Q Q L` J r- U) I ao Ld I- Ld I Z O C� 00 Z ! W Ln CD 'r) Z LO J o) Z `� O r` W Q Z Q Q Z V / W O CK N !. f I..L <m n V Q Z 0�O Q OF: J U ZW Q V / W Cn W r� V J I W Q u SHEET N0. 11 +00 C400 JOB NO. 46600S213