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HomeMy WebLinkAbout3492-21 TlN',,_VV I VERT 1 "= 4' I � PLAN 1 "= 40' 10+00 11+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SCALE IN FEET SCALE IN FEET 40 80 120 160 0 40 80 120 160 in pALE: 1 " = 40' SCALE: 1" = 20' SECON A R Y OVERFLOW 1FOR FUTURE LOT 22 I3 I PAD EL V. 42.7 o OVERFLOW ELEV. 41.7 ' LOT LINE W O L6 c o Q) 1 I 62 13 I I I � BASIN INLET/OUTLET DETAIL 2A 1" = 20' CURVE / LINE DATA TABLE ITEM NO. DELTA/HEARING RADIUS LENGTH TANGENT ® 33039'26" 22.50' 13.22' 6.81' ® 43029'38" 22.50' 17.08' 8.98' © 9036'37" 306.00' 51.33' 25.72' OD 45000'00" 22.50' 17.67' 9.32' OE 45022'09" 22.50' 17.82' 9.40' OF 2022'09" 306.00' 12.66' 6.33' OG 7014'28" 306.00' 38.67' 19.36' OH N33040'26"W - 20.97' - OJ N44047'25"W - 11.71' - OK N89047'25" - 1.81' - Tat. FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CREST ELEV. 40.5 BREWER LANE o cp (SEE ROUGH GRADING PLAN) 65 v�y s4Y a 5 W 2 I Z (PROFILE ON m ;a ^ co coo o E �. U U m * SHT. 51 0 „ i i i------ L' '94 LAT A2 U 3 U_ 0, 2 / N 41.32'57"W O W L= 35.75' y a ,3 f0' LANDSCAP F� .*_ A = 49' 0 U C3 EASEMENT l B = 24' 3O v� o 2' 1 12' / 6'" C = 2.88 SEE DETAIL 2A N 43'15`19_W 1 \ o II 63 c -z--84,9- A / vi j W = 43.14"— B = 24- C =5.57' H C 3 N 0'010 z E H •r-------__4-- A FI PROP. R/W -F > - -- _ I — - 1 LAT A3� h I N 49'29'05" E o I to aL z 20.11 62 17 ¢ 'o A= 42'02` o I I 60 Q 5.5 ' 18' 18 5.5' 0 59 I 158 N B= 24" I U a^ h C=3.64' F'� 2eco 'U O 2 1v N� D1 = 24' 2 U I o I �c~n I I I 12 ~ 2 �r •o`O, D2 = 42"U n O 't w (PROFILE ON y I I I W U" o Q U ZI SHT. 5 10 11 12 � * QZ o I� ��,� �I �I 5 1 I 14 I I 5 I I I �I I FUTURE 2 0 A = 47'08" I ONNECTION o Um OI ( B= 24" I I I I I I I § ` R.C.P. 2 o Q, al I I C = 3.42' A= 44'15" I I I I D= 42' I I I I B = 30" j I C=4.68 » » BENCH MARK-'# 8_ 17 BASIS OF BREWER LANE LINE A MORGAN HILL CONS TRUC T/ON NOTES CONSTRUCT 42" R.C.P. D -LOAD PER P)ROFIILE. _ Zt V�CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE. O4 —CONSTRUCT 18" R.C.P. D -LOAD PER PROFILE. O5 —CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN. 6&—CONSTRUCT MANHOLE PER A.RW.A. STD. PLAN 3224 SEE SHEET NO 6. 0 ---CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1, SEE SHEET NO. 5. f0 ONSTRUCT INLET MODIFIED O.C.E.M.A. STD. PLAN 1327 PER DETAIL D1, SHT. 5. 11 CONSTRUCT REINFORCE CONCRETE HEADWALL PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STD. 209. (DETAIL ON SHT. 1) i2 PLACE 12" (75 LB.) ROCK RIP -RAP 3' THICK. 13 ONSTRUCT P.C.C. COLLAR PER A.P.W.A. STD. 380-1 SEE SHT. 3 14 ONSTRUCT MANHOLE MODIFIED A.P.W.A. 321-1, ("L" SHOWN ON PLAN), SEE SHT. 6. 15 CONSTRUCT BRICK & MORTAR BULKHEAD PER SAN BERNARDINO COUNTY STD. 176A, SEE SHT. 6. 16 CONSTRUCT TRASH RACK PER A.P.W.A. STD. 361-0. (SEE SHT. 41 17 EMOVE AAIV pISFbSP. C4AJ0F,EM HFADW,+ U, 7-PA614 MC41< . IAJLC-:r Z1 5TRLIC77UXt_= AAA) 3' T}f/C/C 90r4< RIP- )"P RECORD DRAWING t Z THESE F - ,"!HSS HAVE BEEN !` EPAF?ED, IN " PART, t OF INFORMATION COMPILED AND �!� � AIO. C No. 3 m 637 C FORM " C . t E RS. THE ENGINEER WILL NOT BE 36637 RESFON rE FC,71 ANY ELiRORS OR OAR!SSIONS WHICH NAA HAVE BEEN INCORPORATE "HTO THE DOCUMENTS AS Cpy� s T7,79,t,ILT THEREOF. , OF CAN COURTC4LMWS NCO CRE>FE OF lS THICL OF BEARINGSFOR RTHIS THE SOU7H LEG OF AN SCE TOWER SHOWN AS N00'12 35 ON REG°ORD BALD EAGLE DRIVE 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY FlLED IN OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111199-103 OF SIERRA AVE: am 77m. 1 1428.609 REV REVISION DESCRIP770N DATE ENGR. Cl7Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN 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 2 REWTHEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN et REVISep As sgowm WL•( EFFECT. Prepared Under The Supervision Of -------------- 9 �,--- �o ' CALI -LOTY A 20 4 --- 2� -- 5 DRAIN ----- 22 —• 10601 CHURCH STREET , STE. 107 RANCHO CUC,9 jGA, CA 91730 PHONE 909 948-1311 DRAWN BY MA /KS DEsrGNED BY EF TRACT NO. 16427-1 & 16427-2 L� „A scALE AS SHOWN DA 7E• AUGUST 2003 ate j 03 CHECKED BY: A*r* - BHl GB PPRO Y CITY ENGINEER �L Lz• R.C.E. 51152 DA 7E DRAWING NO.: 3492 2 6 RCI 36637 EXP. 06-3 -04 WENDELL L. IWATSURU 0 � o J M W � �a�o U " o a N �k� m U C¢7 o U 2 v c� R PROP. R/WUi o PROP. 8" SEW J D 4 ' N 0'1235' E — S S LAT ._ 4_f,SEE _ S N N �fROP. 8" WA TER E 3 N N A FI PROP. R/W -F > - -- _ I — - 1 LAT A3� h I N 49'29'05" E o I to aL z 20.11 62 17 ¢ 'o A= 42'02` o I I 60 Q 5.5 ' 18' 18 5.5' 0 59 I 158 N B= 24" I U a^ h C=3.64' F'� 2eco 'U O 2 1v N� D1 = 24' 2 U I o I �c~n I I I 12 ~ 2 �r •o`O, D2 = 42"U n O 't w (PROFILE ON y I I I W U" o Q U ZI SHT. 5 10 11 12 � * QZ o I� ��,� �I �I 5 1 I 14 I I 5 I I I �I I FUTURE 2 0 A = 47'08" I ONNECTION o Um OI ( B= 24" I I I I I I I § ` R.C.P. 2 o Q, al I I C = 3.42' A= 44'15" I I I I D= 42' I I I I B = 30" j I C=4.68 » » BENCH MARK-'# 8_ 17 BASIS OF BREWER LANE LINE A MORGAN HILL CONS TRUC T/ON NOTES CONSTRUCT 42" R.C.P. D -LOAD PER P)ROFIILE. _ Zt V�CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE. O4 —CONSTRUCT 18" R.C.P. D -LOAD PER PROFILE. O5 —CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN. 6&—CONSTRUCT MANHOLE PER A.RW.A. STD. PLAN 3224 SEE SHEET NO 6. 0 ---CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1, SEE SHEET NO. 5. f0 ONSTRUCT INLET MODIFIED O.C.E.M.A. STD. PLAN 1327 PER DETAIL D1, SHT. 5. 11 CONSTRUCT REINFORCE CONCRETE HEADWALL PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STD. 209. (DETAIL ON SHT. 1) i2 PLACE 12" (75 LB.) ROCK RIP -RAP 3' THICK. 13 ONSTRUCT P.C.C. COLLAR PER A.P.W.A. STD. 380-1 SEE SHT. 3 14 ONSTRUCT MANHOLE MODIFIED A.P.W.A. 321-1, ("L" SHOWN ON PLAN), SEE SHT. 6. 15 CONSTRUCT BRICK & MORTAR BULKHEAD PER SAN BERNARDINO COUNTY STD. 176A, SEE SHT. 6. 16 CONSTRUCT TRASH RACK PER A.P.W.A. STD. 361-0. (SEE SHT. 41 17 EMOVE AAIV pISFbSP. C4AJ0F,EM HFADW,+ U, 7-PA614 MC41< . IAJLC-:r Z1 5TRLIC77UXt_= AAA) 3' T}f/C/C 90r4< RIP- )"P RECORD DRAWING t Z THESE F - ,"!HSS HAVE BEEN !` EPAF?ED, IN " PART, t OF INFORMATION COMPILED AND �!� � AIO. C No. 3 m 637 C FORM " C . t E RS. THE ENGINEER WILL NOT BE 36637 RESFON rE FC,71 ANY ELiRORS OR OAR!SSIONS WHICH NAA HAVE BEEN INCORPORATE "HTO THE DOCUMENTS AS Cpy� s T7,79,t,ILT THEREOF. , OF CAN COURTC4LMWS NCO CRE>FE OF lS THICL OF BEARINGSFOR RTHIS THE SOU7H LEG OF AN SCE TOWER SHOWN AS N00'12 35 ON REG°ORD BALD EAGLE DRIVE 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY FlLED IN OF SAN SEVAINE RD., 2.6� M/ WEST R.S.B. 111199-103 OF SIERRA AVE: am 77m. 1 1428.609 REV REVISION DESCRIP770N DATE ENGR. Cl7Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN 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 2 REWTHEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN et REVISep As sgowm WL•( EFFECT. Prepared Under The Supervision Of V/1 I V!- /-L/v/Al*% CALI -LOTY A PAEFMAD�ACEAAD M:9 77E OFFXE W. STORM DRAIN IMPROVEMENT PLANS 10601 CHURCH STREET , STE. 107 RANCHO CUC,9 jGA, CA 91730 PHONE 909 948-1311 DRAWN BY MA /KS DEsrGNED BY EF TRACT NO. 16427-1 & 16427-2 L� „A scALE AS SHOWN DA 7E• AUGUST 2003 ate j 03 CHECKED BY: A*r* - BHl GB PPRO Y CITY ENGINEER �L Lz• R.C.E. 51152 DA 7E DRAWING NO.: 3492 2 6 RCI 36637 EXP. 06-3 -04 WENDELL L. IWATSURU Q J 0- Q C) O U) r N CD r Q L0 t` r c� N r fii J:\126-1751\TR16427-1\storm\sd02.dwa. 12/12/2003 10:21:20 AM. DM