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HomeMy WebLinkAbout5424-2981 —1}- 980 — 979 — 17+00 } 3 W I C 0 U F c N W c Ux U F � 0 O r n n m + nn 17+00 } O� n rnrn TING FLOWLINE LEFT OF (� } 3 W HNlRY■■ 0 U } 3 > N W � W Ux U F � 0 O M n n n m J 17+00 } 9 Emmen m= EXISTINIt TbP ': 8" CURB; 40' LEFT OF U N d. m �V V) mr .no �n +o +o 8� 'r +o mcoal io U• cq °� +m 0) co ^rn � cin rnn nW � Go m^rn T14 06 m mm N JNIJ� .� _. .. V J NJ N JN U�n�m 07 1 ' O M ^ M n a+ n+ n no +mm�mn :r +wn mmm��rn^a' ...41 150' VC G7=1.75% G2=0.57% P/VC EL=980.98 - 18+00 19+00 20+00 1 1 1 1 5' 32' S' J M N z 3 ¢ i o _ z w xf5>> N ~ N Z W N r X H L0 7 H N_ w V N n N X x W W W O W U M M d O o s — CC + + + + + a0 a0 00 m rn m I FINISH SURFACE CROWN; ON CL + XISTING TOP OF 8" CURB; 32' RIGHT OF U W v da U u; e co ^ m H N ,0h3 a0 N "21rn r m 01 01 m + rn ryp N m 050% 'nU OJ U lJi W W a0 m 'a J W O� N O ' N co n p N � Ma Om NOmi NOOpi NO'mi �m n + N fNff7f 40' RICHT OF _.. --- - - EXIST. 8" CURB &GUTTER EXIST. WATER a 18+0 19+00 20+00 W N U W� a mo IK Ln pp �1 Ucj cjF mJ! W v Ue < W ti > 2 m tiztz Z ep W 3 U k� 2V2 Uy J w2 WN � wM p m no 2n�") zm V a p>rn 11 Q: ¢� �r n n o b w+ rnn �Ny ma m 0 ^ �� m3 mrn rn rn 21+00 --1-L4-4-i-I-F+I 1 mmmm HNlRY■■ z V. �... H O O v n w < Ux U F < ¢m z Z - Z m J U } O� �j� = w W a U = w = BASIN TO BE ON z N N� Nay N Z H N O 00 F ri N X w 00NORMS F VJ pa ad X W n X m W J U X W X W (o M O ¢ � c� 0 mz i .50% W W n J ` rn + 00 + + + + Fo Nm N N N N m mmmm U m _ HNlRY■■ DELTA RADIUS LENGTH V. �... H O O v n w < Ux U 64 05 — Q1 - Z m CITY OF FONTANA CALIFORNIA ¢�hbDry~> 02 O� �j� h +N n} O Mao NOS 987 BASIN TO BE ' + N N� Nay N U co - 1 + NONO 00NORMS PLAN'; R=PER PLAN). M c~o O OBD � N Na 0MLEM ¢ DATE: /29/16 L'�58,16 mz i .50% W W n J ` EXISTING FLOWLINE �0 N I U m _ U_.�.. DELTA RADIUS LENGTH V. �... H O O v n w < Ux U 64 05 — Q1 - Z m CITY OF FONTANA CALIFORNIA ¢�hbDry~> 02 O� �j� h +N n} O Mao NOS 987 BASIN TO BE ' + N N� Nay N U co - 1 + NONO Nom PLAN'; R=PER PLAN). M c~o O OBD � N Na O +ro ¢ DATE: /29/16 L'�58,16 mz i .50% W W n J ` EXISTING FLOWLINE �0 N I 991 40' LEFT OF r t N w m N W W H N 990 H O N F N N O v N co ^ —989 __ m 7s GRIND 0.10' MINIMUM. W X a a o J m w vN a0 0 10 CONSTRUCT 0.10' MINIMUM OVERLAY AND FER DETAIL ON SHEET 1. D U W 1rJ awp O vN 00 + U J l0 O L' m VNI w r m to 0 O 0 O O� M n '�" n Q0 0 (a 6 O N 7 CA TCH BASIN DETA/L ppN omi N Omi STORMDRAIN IMPROVEMENTS PROPOSED TOP OF 8" ©0 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022. a ch a a CURB; 40' RIGHT OF lF CONSTRUCT STORM DRAIN CONNECTION PER CITY OF FONTANA STD. 3025. Cr -45&1) REMOVAL NOTES ❑1 SAWCUT & REMOVE EXIST. PAVEMENT ,y1X �2 SAWCUT & REMOVE EXIST. CURB AND GUTTER. REMOVE EXIST CATCH BASIN �4 REMOVE EXIST. STORMORA/N PIPE PUBLIC STREET WOMP NOTE: PUBLIC STREET STORMW47ER FLOW WILL 7REA7ED BY UNDERGROUND STORAGE INFILTRATION SYS7EM LOCA 7ED ON -St IF AS SHOWN HEREON, TO BE CONS7RUCTED PER GRADING PLAN. EASEMENT NOTE: 1�EXISRNG 10' WOE SEWER EASEMENT PER INSTRUMENT NO. 88-14,9622 PORTION OF 200' VC G1=0.55% - t G2=250% PI VC EL=982.96 i PROPOSED TOP OF 8" AC BERM U � H M n � N U 22+00 23+00 24+00 25+00 PROFILE SCALES: HORZ.• 1 "--40' BERT 1 "=4' s' 32' s' Z M Z g� � DELTA RADIUS LENGTH N I a=31.53'17" 50.00' 27.83' Ux U 989 — Q1 - Z m CITY OF FONTANA CALIFORNIA ¢�hbDry~> 02 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. 1000. — 988 h m a 987 BASIN TO BE ' U H N REMOVED U. U co - i0 m o� DRAWN BY: qRR o PLAN'; R=PER PLAN). M c~o O OBD � N CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. 3004 (W=21'; V=VARIES, O +ro ¢ DATE: /29/16 L'�58,16 �0 �^ N �n m N W W n J ` EXISTING FLOWLINE REVSION DESCRIPTION DATE N I 991 40' LEFT OF r t N w m N W W H N 990 H O N F N N O —989 __ O9 GRIND 0.10' MINIMUM. W X x W of W a0 0 10 PROPOSED TOP OF 8" AC BERM U � H M n � N U 22+00 23+00 24+00 25+00 PROFILE SCALES: HORZ.• 1 "--40' BERT 1 "=4' s' 32' s' Z M Z g� � DELTA RADIUS LENGTH N I a=31.53'17" 50.00' 27.83' Ux U a�Co�o DRAWING �►n Kee Q1 CONSTRUCT 6 1/2" AC OVER 12" CLASS II AB PER CITY STD. NO. 401 AND 402. Z m CITY OF FONTANA CALIFORNIA ¢�hbDry~> 02 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. 1000. v h m a 7 BASIN TO BE �o Q: N _m REMOVED N R/W � '� tQ cxiJoo) Zti H DRAWN BY: qRR o PLAN'; R=PER PLAN). N CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. 3004 (W=21'; V=VARIES, OVERLAY ¢ DATE: /29/16 L'�58,16 �0 �^ N U W W n J Z OI 3 if�i���1 REVSION DESCRIPTION DATE N I c INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN. = O N w m N W W H N H H O N F N N O __ O9 GRIND 0.10' MINIMUM. W X x W of W a0 0 10 CONSTRUCT 0.10' MINIMUM OVERLAY AND FER DETAIL ON SHEET 1. D U W oni + U J l0 O L' i N ft r m to 0 O 0 O O� M n '�" n Q0 0 (a 6 O N 7 CA TCH BASIN DETA/L STORMDRAIN IMPROVEMENTS 'K ©0 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022. a -t a a m a° + CONSTRUCT STORM DRAIN CONNECTION PER CITY OF FONTANA STD. 3025. Cr -45&1) REMOVAL NOTES ❑1 SAWCUT & REMOVE EXIST. PAVEMENT ,y1X �2 SAWCUT & REMOVE EXIST. CURB AND GUTTER. 991 990- 989' 26+00 XIST ATER SEWER 1+ INOO74' ` 22+00 23+00 4 EXIST 51" RCP SD EXIST 39" RCP SD o s h 11 SEE brux N — 21 SAWCUT L1NE 1 2 1 10 9 ON SYEET i OHRB� Gt1FT€Rr- Zo - __- - - - -_ ------ --- -- -- --- -_-__1- - 2 NO0114 55 E 659.98 3 2 m N o 0 o Are o 6ED 6.O' I 4 21 1 o rn m w )'00�00, Vo10 + N M 2L N m UULO kW >< W Q PROPOSED UNDERGROUND O h p V .14 0 L 3 a a W ¢ 3 STORAGE /NEIL TRA710N R w 2 ¢ Q_ m 2 } of 3 Z U �" SYSTEM, TO B£ CONS7RUC7ED J N U U p F z >_ p 3 i 6u 2 O � 6- PER GRAD/NG PLAN U `: o `� ~ U 3 w = �U to p o �3 N U J < �Z_ J > w o �3 woV h.• q4 wo 3 n ir m a 2 U C�h °j� cJioW nNy N r\� �� W7�O cxi o00 U N L It CN N4 mwg +131 N ��� n�U U mwrn p w w x 'd Ln qj4+ adw�n ap �dWv,W2 z 64ino a R/W EXIST. CURB E 01 I GUTTER TO BE LLL REMOVED " �I —975 N a � DELTA RADIUS LENGTH STREET I a=31.53'17" 50.00' 27.83' Ux U a�Co�o DRAWING �►n Kee Q1 CONSTRUCT 6 1/2" AC OVER 12" CLASS II AB PER CITY STD. NO. 401 AND 402. U+ LEGEND CITY OF FONTANA CALIFORNIA 02 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. 1000. v ' m q?44 r 7 BASIN TO BE �o Q: N _m REMOVED N R/W N DREMOVAL DRAWN BY: qRR o PLAN'; R=PER PLAN). X y CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. 3004 (W=21'; V=VARIES, OVERLAY Z DATE: /29/16 H=4", SEE PLAN) vi DGRIND N n n J Z OI '* N0. REVSION DESCRIPTION DATE N I Q7 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN. vN O CONSTRUCT/'WI MM/M•WITH 5.5" MINIMUM AC OVER 12" MIN OF 95% ^NN + p 96 T. 44.46 L.F.:..)„a 24" R.C.P. (D=1800) w 4- 36. 72' L. F. 1= 980 U EX. 24" R. C. P - D=1800 gF �� CONST. 36.50' L.F. j j g 24 " R. C.P. STORM DRAIN PROFILE 19 � DELTA RADIUS LENGTH STREET IMPROVEMENTS a=31.53'17" 50.00' 27.83' Ux U a�Co�o DRAWING �►n Kee Q1 CONSTRUCT 6 1/2" AC OVER 12" CLASS II AB PER CITY STD. NO. 401 AND 402. U+ LEGEND CITY OF FONTANA CALIFORNIA 02 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. 1000. v ' EXIST. CATCH q?44 r 7 BASIN TO BE �o Q: N _m REMOVED N R/W DREMOVAL DRAWN BY: qRR STREET PLAN &PROFILE 11160 ELM AVENUE PLAN'; R=PER PLAN). w 4- 36. 72' L. F. 1= 980 U EX. 24" R. C. P - D=1800 gF �� CONST. 36.50' L.F. j j g 24 " R. C.P. STORM DRAIN PROFILE 19 ARC TABLE NO. DELTA RADIUS LENGTH STREET IMPROVEMENTS a=31.53'17" 50.00' 27.83' 14.28' a�Co�o DRAWING �►n Kee Q1 CONSTRUCT 6 1/2" AC OVER 12" CLASS II AB PER CITY STD. NO. 401 AND 402. 17 LEGEND CITY OF FONTANA CALIFORNIA 02 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. 1000. ASPHALT PAVING3O CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. 1006. IMPROVEMENT PLAN ® CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. 1002 (W=PER DREMOVAL DRAWN BY: qRR STREET PLAN &PROFILE 11160 ELM AVENUE PLAN'; R=PER PLAN). Q CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. 3004 (W=21'; V=VARIES, OVERLAY DESIGNED BY: KJR DATE: /29/16 H=4", SEE PLAN) DGRIND CHECKED BY: KJR © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 3003, CASE A. 2/ 5 N0. REVSION DESCRIPTION DATE ENGR. Q7 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN. ® CONSTRUCT/'WI MM/M•WITH 5.5" MINIMUM AC OVER 12" MIN OF 95% COMPACTED NATIVE. O9 GRIND 0.10' MINIMUM. W 10 CONSTRUCT 0.10' MINIMUM OVERLAY AND FER DETAIL ON SHEET 1. Z11 CONSTRUCT 8" A.C. BERM PER CITY OF FONTANA STD. 1007 AND DETAIL ON L' SHEET 1. 1© CONSTRUCT 2" A.C. CAP WITH CLEAN SAND BASE. K 2 STORMDRAIN IMPROVEMENTS 'K ©0 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022. ;�I 21 CONSTRUCT 24"0 RCP (D-1800). Q(g CONSTRUCT STORM DRAIN CONNECTION PER CITY OF FONTANA STD. 3025. Cr -45&1) REMOVAL NOTES ❑1 SAWCUT & REMOVE EXIST. PAVEMENT ,y1X �2 SAWCUT & REMOVE EXIST. CURB AND GUTTER. REMOVE EXIST CATCH BASIN �4 REMOVE EXIST. STORMORA/N PIPE PUBLIC STREET WOMP NOTE: PUBLIC STREET STORMW47ER FLOW WILL 7REA7ED BY UNDERGROUND STORAGE INFILTRATION SYS7EM LOCA 7ED ON -St IF AS SHOWN HEREON, TO BE CONS7RUCTED PER GRADING PLAN. EASEMENT NOTE: 1�EXISRNG 10' WOE SEWER EASEMENT PER INSTRUMENT NO. 88-14,9622 RECORDED ON 5/12/88. ARC TABLE NO. DELTA RADIUS LENGTH TANGENT PROPERTY OWNER: NICK SILK FONTANA TERMINAL LLCDIGAWff 6100 S GRAMERCY PLACE LOS ANGELES, CA 90047 (213) 392-1843 a=31.53'17" 50.00' 27.83' 14.28' 40 0 40 80 120 ion N N + 5 6 'n �k N-� m +II +2 +m N>VI +m+kh N N. N ro O o 643 20 ry�"3BEECH AVENUE 2° *0 '10Z W�� N L o "��' + N Scale 1" 40' v vv v N 5270 K INO COUNTY TBM PER 4015/848 IKE /N POWER PILE N. E.CORNER POPLAR AVE & AVE EST. FROM BY B-38. ELEVATION: 1019.83 FELEVA PROPERTY OWNER: NICK SILK FONTANA TERMINAL LLCDIGAWff 6100 S GRAMERCY PLACE LOS ANGELES, CA 90047 (213) 392-1843 DIAL TOLL FREE 1-800-227—'1600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o a�Co�o DRAWING �►n Kee 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 THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 17 2313 E. Ph"°delPhla St., Unit F LAND Ontario, CA 91761 930-1466 DEVELOPMENT FAX 909) 930-1468 DESIGN PLANNING CIVIL CORPORATION SURVEY NG CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: qRR STREET PLAN &PROFILE 11160 ELM AVENUE ALE: 1"=40' PREPARED UNDER THE SUPERVISION OF: ��L KEVIN J. RICHER _ 1 L R.C.E. 43714 LIC. EXP. 3/31/17 L DESIGNED BY: KJR DATE: /29/16 CHECKED BY: KJR _ PP VE DAiE •l9 �U DRAWING N0. 5424 2/ 5 N0. REVSION DESCRIPTION DATE ENGR. CITY DATE