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HomeMy WebLinkAbout3491-5II ) 44 i ! R%C-Of`1~�0 , { 1 m e I o � 6 I 1 vul. ! 1 ov +�t- r ,� v A A I W LYU B N v t -VC w { l- 25 p I-51.91 f_I o Z m - � ; � � _ ! oo .tl, +tet• I p � _ +h _ N w � �- _ --j 00 U Q + `� { I ; o 86 -1000 .18 RI�WN LINE 1 C Z P1-57.87 Aj e�-d tet- I +1 1+ p �21 P 1560- �.-1-� • tet- n �0 1+ "� W'�. •4a' _ o N w m o -118 # _4.1 -,_ . S- r. I i I l � z I P1=51.92zz t ri 22 k, j- o0 0� 50 VC: I i ►; P1=40.25 P p FS I Il oto I 7,86 - o ► o a -o : =39:27 �, _ N m N.I o0 -t- I o o e► ►� A; 2 �� p �o v o� o 0- LIJ L L-.39.27 b o o ..:. h ei- o, h; � 1� o ►� b m . N OC I I � 160 . R Yuri 50 IOC - 1 t 3 PORT. OF 50 VC a• � m N : � _ ( 0� I I I p o ,4 . OP fiF L -�-� i2X' .8 000 m .,. �' -u , i � o � • p% - � I EL C RBI a- } ! # I o + I 1 p N I w w w w O jj + S i I h_. _ _ N , o to h I I I O N # 1 � I � I 1 �, � .-.I _-,- �• 096 _ I i oo TA = AA Li I 1 i Ali - - , I PR;0 ILE - HORI 1 '= 40 3 - Or! �/Ef I - 4 I 10+00 11+00 PLAN 1"= 40' 12+00 13+00 14+00 15+00 16+00 17+00 5' 5' 14' 6' 5' 12+70.80 Cl CB 4 SCALE IN FEET 0 40 80 120 160 H=4", H 1 =0.16' CATCH BASIN #6 LOCAL DEPRESSION DETAIL (CASE A) 1 "=10' CATCH BASIN #4 LOCAL DEPRESSION DETAIL (CASE A) LOCAL DEPRESSION DETAIL (CASE B) 1"=10' CURVE DELTA/BEARING LENGTH/DIST. RADIUS TANGENT A 107' 09' 03" 46.75' 25.00' 33.88' 0 95-06' 11. 41.50' 25.00' 27.33' © 04' 41' 11" 22.90' 280.00' 11.46' OD 06' 30' 01" 36.30' 320.00' 18.97' OE 11- 17' 13" 59.10' 300.00' 29.64' OF 90-00,00- 39.27' 25.00' 25.00' © 89' 46' 42" 54.84' 35.00' 34.86' 0 10' 18' 15" 18.97' 105.50' 9.51' Ol 110' 23' 11- 115.60' 60.00' 86.31 ' OJ 89' 46' 42" 86.18' 55.00' 54.79' OK N 10' 05' 42" W 40.98' © N 11' 29' 48" E 20.00' CA TCH BASIN #2 LOCAL DEPRESSION DETAIL (CASE B) 1 "=10' JLQ m m `SPF FBF m ,, m i 8 syFFr� lqN 0 20 m m . 21 22 23 o� � �o�9F �p NA�� 19 1LO roti / o o A o o f wi o o^ N 3 TRACT NO. 16427-1 A V 0 0 :5 \ PARK N CN N N k A /W c d i:sW 24 m z U U N O � + 0 w 0 A � O 25 RM <J, 27 5-1 29 30 O 6 1 K 6 F 5 � 1 C 9 O H 6 --- ,� h "� N N 2 PROP. 8 SEWER 2 0 �• �0 5 / SIGHT LINE 2 " �g �6 p1 1 �,� ��-SIGHT LINE (TYP) O D A N h fi 2 h 6 6 (TYP) -� PROP. 8 WATER 5 �j. k. 5 2 © -- OO O O F 31 mJ ^ �p �N + i VN 9 Dc� �0 19F V�ao= O W h 9 U co '� rn m V �1 V W ao C� m N U v !k C3 W � A ,� ^ °�° k m W o o 0 61 60 W ��, 6� m o 59 + J 58 W �ti, m 57 00 56 h9. ao k - N 2 5 `4 o� ' ' , I, 5. 18,2 18' 55- '' Ci o U 5. 18 18 5 ti 11 N_ V V o0 5. 20 0 5 �~ o� ori^ `n oc000 3.5' 23. �rn �^ +� 3.5' 23. +N �� v- 25.5' S. n+ I I o 1 N� N + II 1 �� 4 ^� w tr) 0���, 32 75 ZQ rr 4 3 J 5 0 0 0 10 A 1059CL BREWER LANE 8 MORGAN HILL COURT 8 TRACT NO. 16427-1 MARNIE PLACE 5' 20' S' SEE SHEET 3 OF 9 SEE SHEET 8 OF 9 SEE SHEET 7 OF 9 I 55' 25 CONSTRUCT/ON NOTES BALD EAGLE DR/VE RECORD DRAWING O1 CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" COMPACTED NATIVE O CONSTRUCT CURB OPEN/NG CATCH BASIN PER A.P.W.A. STD. PLAN NORTH PEAK LANE " THESE PFrQrjr, DRAWINGS HAVE BEEN PPr:I�AgED, IN r.-<.„, MATERIAL (SEE GENERAL NOTES 31 & 32). 307-1, "W PER PLAN. PART, ON THE e�, j{S OF INFORMATION CCMPILED AND ! j; SEE SHEET 6 OF 9 �pFESS/pN 2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. O9 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE STD. NOS. 109 & 130. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 3 CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104 G' NO TE. N (MOD/PIED W=8). f0 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS zc f� 2° A RESULT THEREOF. 'v W �_ Z _ r, � DRIVEWAY LOCATIONS SHOWN HEREON ARE O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 11 INSTALL KING LUMINAIRE j K1 18R -EAR- 11-70 (MOG)- BENCH MARK. # 8-17 BASIS OF BEAR/NGS a No. 3 637 `- ' APPROXIMATE. FINAL DRIVEWAY LOCATIONS " HPS-120-K14-PR-HSS-TSS-SCE (HEIGHT=14.5). C40RANS BENCHMARK 8-17. A THE BASIS OF BEARINGS FOR THIS MAP kz° ri -� `' AND WIDTHS SHOULD BE TAKEN FROM THE 5 CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . O BRASS IN THE coCRETE BASE OF IS THE CL OF LYTI,E REEK RD. APPROVED PRECISE GRAD/NG PLAN FOR 0 6 CONSTRUCT DRI VEWA Y APPROACH PER Cl TY S7D. PLAN NO. 102 THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00.12 35 ON RE ORD �" ,I ` THIS TRACT. - NOTED). 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY - 17LED IN J ry7f T E�„ Z (W-16 UNLESS 01NERW/SE ) OF SAN SEVA/NE RD., 2.65 MI WEST R.S.B. 111 99 103 �f CRH O7 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE A OR OF SIERRA AVE ~ CASE B, AS SHOWN ON THE PLAN. ELEVA7/ON•' 1428.609 DATE ENGR. qTY DALE { ; e / wy ti /- REV REW-70N DESCRIP77AN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ROF�/ Prepared Under The Sup i� 0 �, A COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��°P�- l �Fti �uADOLEMV A7M M PRI VA TE S TREE IMPRO VEMENT PLANS l �, Off' 2 G Z DRAWN BY: SCALE- SHOWN ALE �s SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE 2 3 No. 36637 c 10601 CHURCH STREET , STE. 10 MA TRA C T NO. 16427-1 AS SHOWN i TOLL FREE `� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING * Exp: 06-30-04 RANCpHONEC�909�G948 1311 DESIGNED BY BALD EAGLE DR/VE DA 7E- to %p C 1 \ �,�P EF AUGUST 2003 N THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN TFOFCA�\F�� 4"ate : CHEpCED BY. A BY DRAiNNG NO.: 5 RCE 36637 EXP. 06-30-04 -054 ""fir l Z Z Z -cc-P,3491 g Z REC.1711JCs. !D ` GI lilts 0 EFFECT. WENDELL L. IWATSURU GB Cl TY ENGINEER R.C.E• 51152 DA 7E > J:\126-1751\TR16427-1\Streets\ST05.dwa. 12/12/2003 09:51:47 AM. DM