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Home My WebLink About3882-80oo1' !t`� t 01't 4,1 �110zl 4d m m f,>c31 1;1 51 Iw�l ` 1111 i 1= Z h V) J w I O d- x zo w a; o I I mQ I I I I LINE ou � BEARING 1 1 4 N00'06'17"E JJ 63.64' J 3 I I 3 C6 rn LO000 0 w 00 LO 00 I F- N 00 I,I Z 0 z + OR LARGER PER APWA STD. PLAN No. 320-1. I m0 �_1'' w U N II II I I STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4). I I I I .i I I I I w II Z O D-0 WIDTH PER PLAN. 67 CONSTRUCT RCP RISER AND JUNCTION BOX TYPE A PER CALTRANS STD. PLAN No. D93C. (SEE DETAIL ON SHEET 5). 90 CONSTRUCT DRAINAGE INLET RISER CONNECTION TO PIPE CO C14 CALTRANS STD. PLAN NO. D93B (SEE DETAIL ON SHEET °-" 12" RCP RISER �I 0 a CONSTRUCT VELOCITY CONTROL RING (VCR) PER APWA STD. m U af 00 F -I J + J -F I LLF4-1p 5 PROP. 60 R/W '' � r ,� STRUCTURE d i DEBRIS/SAFETY �� a - A. -E) �-u -Am- �r F �z Am� I rQ o. i { 1 � � �- I - oe .rbb 1 � RtS �e �s t r ', Asc 06 C, ary t i��rd1,I, o-_Ai:-Io 1iCr� JH 1-100 CO n m�� i n ,�»o q I aP€ j � , 4. � ti aj 50 EL w v ro¢4 aD 11 1081.5 1 � >z dlu li 0125 1 zi 8 �, W B " � h j8 � I I�i Y � ro WC �1 . ._� rM � ,(C 0«�c0yr+-- it v i��q l .. A1�iI E I zzmLM � ao 1.. oa NE V100 5. s FT �,iF , VERT: :4 ; 0oo1' !t`� t 01't 4,1 �110zl 4d m m f,>c31 1;1 51 Iw�l ` 1111 i 1= Z h V) J w I O d- x zo w a; o I I 1t5+UU 1 /+UU \`\ vo 58 Q 52 I do 60 La _z _ r, z -i_—' Z F-� POII K z 3 II J 00 60 vel IISU } -J> (0 oo �I �NI. zz�� II ono � ►-4 00 rnwsz•- ++ = Q'NI oo�� II 1 c r`i (6m m 2 �J1+�� +_o+I f J++QU a UN II II UNIII i U N= O O / U U Of / -- —�--�_ W a N W Of a U J U X/Y mQ I I I I LINE ou � BEARING 1 1 185.61' N00'06'17"E JJ 63.64' J 3 I I 3 C6 rn LO000 0 w 00 LO 00 I F- N 00 I,I Z 0 z + OR LARGER PER APWA STD. PLAN No. 320-1. I m0 _0 w U N II II I I STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4). I I I I .i I I I I 1t5+UU 1 /+UU \`\ vo 58 Q 52 I do 60 La _z _ r, z -i_—' Z F-� POII K z 3 II J 00 60 vel IISU } -J> (0 oo �I �NI. zz�� II ono � ►-4 00 rnwsz•- ++ = Q'NI oo�� II 1 c r`i (6m m 2 �J1+�� +_o+I f J++QU a UN II II UNIII i U N= O O / U U Of / -- —�--�_ W a N W Of a U J U X/Y LINE TABLE — LINE ou � BEARING 1 1 185.61' N00'06'17"E 2 63.64' \ 3 1 6.98' 3 C6 rn >- 5 w 00 N89'53'43"W :two 6 18.96' N00'55'57"W I,I t?� \ z �I OR LARGER PER APWA STD. PLAN No. 320-1. m0 (SEE DETAIL ON SHEET 3) w � CONSTRUCT CONCRETE COLLAR PER APWA acs zwl STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4). W w II Z O D-0 WIDTH PER PLAN. 67 CONSTRUCT RCP RISER AND JUNCTION BOX TYPE A PER CALTRANS STD. PLAN No. D93C. (SEE DETAIL ON SHEET 5). 90 CONSTRUCT DRAINAGE INLET RISER CONNECTION TO PIPE CO C14 CALTRANS STD. PLAN NO. D93B (SEE DETAIL ON SHEET °-" 12" RCP RISER �I 0 a CONSTRUCT VELOCITY CONTROL RING (VCR) PER APWA STD. m U af 00 F -I J + J -F I LLF4-1p 5 PROP. 60 R/W L EXIST. R/W Ln t- � i LINE -1 Q I J 00 CO _C6 L•�ApJ 'll TOLL FREE lw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 28+00 28+00 PROP. I 4,111, I 27+56.00 59 TRACT II I BNDRY I- -- _ — _. "LINE 1-C" SEE SHT 9 'rco'4 FOR PLAN & PROFILE 27+8 .00 94 H=3. I -28,1,00 r 1 10 m Lo 53 I00 U + w a 4>�` 00 Cy x N o 2 gk9 P QE 1 �g �G 2E GN PMEN� N 8kc3 0'I •. PR SNS 59 2 3 5E b, RETAINING WALLS PER WALL PLANS �r o REV. REVISION DESCRIPTION Q REVISE STREET NAMES RECORD ORAWIN4; N o. LINE TABLE LINE LENGTH BEARING 1 1 185.61' N00'06'17"E 2 63.64' N43'28'45"E 3 1 6.98' N69'44'09"E 4 38.24' N45'06'17"E 5 35.81' N89'53'43"W 4-1 6 18.96' N00'55'57"W I,I o CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 34.07' 45.00' 17.90' 43'22'28" 2 10.31' 22.50' 5.25' 26'15'24" 3 17.67' 22.50' 9.32' 45'00'00" 4 1 25.01' 22.50' 13.97' 1 63.41'12" 55 III z GRAPHIC SCALE 40 80 ( IN FEET ) 1 inch = 40 ft. 10+00 12+00 67 so N_ "LINE 1" w 00 SEE LEFT �� z > TRACT 10' 10 20 i Ex --'GALA AVENUE - PROP. PROP. 8" SEWER R ,W DWG. N 0.. 3881 � CLI INT. 27,+14.65 "LINE 1" �( =1'0+00.00 "LINE 1-C" =16+00.00 "LINE 1-D" BNDRY r /w Q J tee. W U W J D 0--- LOT 9 � m rqz O �L1 -- Ow N 41t:`- RETAINING ER "I � '`- (0 �_ n m 67 90 PROP. WALLSPLANS n `n Maoo 4+- °� 0 It v 6 R/W + + +1Q + + 56—,- DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 9/14 DRG � 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 CONDITIONS AND STANDARDS IN EFFECT. �O Q(tOFESS��N� � O�p R.CO�IFti Ck: No. 024725 * Exp. 12/31 /05 l.pq� CIVIL OF OPS\F� t` I PROP. R/W 7 _i ..� SD CONSTRUCTION NOTES 51 W 52 CONSTRUCT MANHOLE PIPE TO PIPE (LARGE SIDE INLET), u- 0 I (SEE DETAIL ON SHEET 4) I �� 53 I I � I z INSTALL 48" RCP; D -LOAD PER PROFILE. I i J 55 III z Df 4-1 I I I = o � I,I 58 12+00 67 so N_ "LINE 1" w 00 SEE LEFT �� z > TRACT 10' 10 20 i Ex --'GALA AVENUE - PROP. PROP. 8" SEWER R ,W DWG. N 0.. 3881 � CLI INT. 27,+14.65 "LINE 1" �( =1'0+00.00 "LINE 1-C" =16+00.00 "LINE 1-D" BNDRY r /w Q J tee. W U W J D 0--- LOT 9 � m rqz O �L1 -- Ow N 41t:`- RETAINING ER "I � '`- (0 �_ n m 67 90 PROP. WALLSPLANS n `n Maoo 4+- °� 0 It v 6 R/W + + +1Q + + 56—,- DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 9/14 DRG � 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 CONDITIONS AND STANDARDS IN EFFECT. �O Q(tOFESS��N� � O�p R.CO�IFti Ck: No. 024725 * Exp. 12/31 /05 l.pq� CIVIL OF OPS\F� t` I PROP. R/W 7 _i ..� SD CONSTRUCTION NOTES 51 REMOVE EXISTING (ITEM PER PLAN). 52 CONSTRUCT MANHOLE PIPE TO PIPE (LARGE SIDE INLET), PIPE TO RCB PER APWA STD. PLAN No. 322-1. (SEE DETAIL ON SHEET 4) 53 INSTALL 42" RCP; D -LOAD PER PROFILE. 54 INSTALL 48" RCP; D -LOAD PER PROFILE. 55 INSTALL 30" RCP; D -LOAD PER PROFILE. 56 INSTALL 24" RCP; D -LOAD PER PROFILE. 57 INSTALL 18" RCP; D -LOAD PER PROFILE. 58 CONSTRUCT MANHOLE PIPE TO PIPE MAIN LINE 36" OR LARGER PER APWA STD. PLAN No. 320-1. (SEE DETAIL ON SHEET 3) 59 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4). 60 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. PLAN No. 300-2 (SEE DETAIL ON SHEET 2); WIDTH PER PLAN. 67 CONSTRUCT RCP RISER AND JUNCTION BOX TYPE A PER CALTRANS STD. PLAN No. D93C. (SEE DETAIL ON SHEET 5). 90 CONSTRUCT DRAINAGE INLET RISER CONNECTION TO PIPE PER CALTRANS STD. PLAN NO. D93B (SEE DETAIL ON SHEET 5); 12" RCP RISER 94 CONSTRUCT VELOCITY CONTROL RING (VCR) PER APWA STD. PLAN No. 383-1; H PER PLAN. (SEE DETAIL ON SHEET 2) ls- _ _ ._ ESS RECORD DRAWING 9 �o��RECORD ,. � THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RFRI 11 T TNCGCnC PLAN PREPARED BY: VAN DELL AND ASSOCIATES, /VC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS No. 3663 c `I Z wIIZNoELL L . /W4TSvRU Li4TE RCS' 3"37 CITY OF FONTANA, CALIFORNIA ONSITE STORM DRAIN IMPROVEMENT PLAN DRAWN BY: AMN TRACT NO. 17027 SCALE: 17801 CARTWRIGHT ROAD AS SHOWN IRVINE CA 92614 (949) 474-1400 DESIGNED BY: EMR AND LINE -1D DATE: 06-01-05 UPDER TW SL PMV1310N OF: CHECK -8Y: -G VERH - DRAWING NO.: 4 DRG /0 elf—;T 3882 DONALD R. GORDON R.C.E. 24725 DATE ICARDO SANDOVAL, City Engr. R.C.E. 51152 DATE: 14 X