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HomeMy WebLinkAbout5605-6_ wpm i�©iiiii iiiiiiii -ice � ♦ iiii II iiiiiiiii Ili �iiiiiiii ilii i -i ■ 111 �iiiiiiii iii��i��i ■ .Il�iiiiiiii iii/Ii�i ■ �I��iiiiiiii ii -iii __ .•. ii■ Q100=31 CFS V=6.3 FPS = 5:0.0197 Q1oo=26.9 CF V=13.9 FPS 'y'p � C Direction CCC .• IC i_11: .. L2 CCC 7.40 L3 S87° 44' 50"E 4.00 L4 N65° 27' 10"E 19.11 L5 N140 11'10"W CC L6 N59° 11' 10"W 4.00 L7 N86° 33' 10"E 22.63 L8 N030 26'50"W 7.20 L9 N48° 26' 50"W 4.00 L10 NO3° 26' 50"W CCC L11 N480 26'50"W 4.00 L12 N74° 31'50"W 57.81 L13 N65° 36' 40"W 16.83 L14 �iiCCC� 28.65 + C) � ■ • � ■ w 32 i- S2 Q `;� Line Table Line # Direction Length L1 N59° 40'30"E 29.96 L2 S42° 44'50"E 7.40 L3 S87° 44' 50"E 4.00 L4 N65° 27' 10"E 19.11 L5 N140 11'10"W 7.40 L6 N59° 11' 10"W 4.00 L7 N86° 33' 10"E 22.63 L8 N030 26'50"W 7.20 L9 N48° 26' 50"W 4.00 L10 NO3° 26' 50"W 7.20 L11 N480 26'50"W 4.00 L12 N74° 31'50"W 57.81 L13 N65° 36' 40"W 16.83 L14 N17° 36'40"W 28.65 0' 't 1 0 rn M o L L6 a>Q� CO C/) z 12 Curve Table Curve # Delta Radius Length Tangent C1 060° 00'00" 22.50 23.56 12.99 C2 045° 00'00" 22.50 17.67 9.32 C3 041' 52'30" 495.50 362.15 189.59 C4 0450 00' 00" 22.50 17.67 9.32 C5 0450 00' 00" 22.50 17.67 9.32 C6 0450 00' 00" 22.50 17.67 9.32 21 20 13 �>19 �o S, 24C °x 7 2 256)1 s'q Z°x Fy 0 s pG p, x0 �s°��A/�F, �9 cPj I°� 3 < i i011 viii■ PROP. WATER 14 00 L v CNO (0 '1' + N LLn - C/)Z�z S,0 0263 Q1oo=1 V=10.3 01)o=218 CFS \1=11.3 FPS U LU 0 0 00 co + I� � M rn z L C..CCCCCCCCCCC � C��CCCCCCCCC C7gCCCCCCCCC� • i��iiiii iii •� C��CCCCCCCC li. iT7�iiiii •M!r-ilii ilii i 6 Q100= V=14. 15 16 17 18 19 20 30 x`��°o Q9 '1O� J.S. DATA A=43.6° ° 9 �y, >>x B=18" \ GG 3 `iP �9°x �,9 C=2.59' / • 7 e S�9,x/cP .°O vs D=30" >°x / s� s / 13 26 REV. 0 DIAL TWO N Q �Q� BEFORE DAYS YOU DIG Yol TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION 17 16 15 14 O 18 1 N t` 19 �- 1 LAT: "G-3" W w + > co 9 AT. "G 4" 1 U rn w� U U a 0 Uj c1> � II H J cn U m w Q U yr A=45° o O ti w rn C) 0 coN o U) � C=3.21 o O CIDGG o �' 8 N 11-0Q C0 to C=2.95' o N O y I C)11 _ Cf) + C) + w 32 i- S2 Q `;� +oma Q Q 31 11 1b (� J PREPARED UNDER THE SUPERVISION OF: 38 39 40 41 II IN -TRACT STORM DRAIN IMPROVEMENT PLANS 9 O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) 37 30 x`��°o Q9 '1O� J.S. DATA A=43.6° ° 9 �y, >>x B=18" \ GG 3 `iP �9°x �,9 C=2.59' / • 7 e S�9,x/cP .°O vs D=30" >°x / s� s / 13 26 REV. 0 DIAL TWO N Q �Q� BEFORE DAYS YOU DIG Yol TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION 13 12 11 9 O z o t` N t` 19 �- 1 LAT: "G-3" W M Ii + > W� q 2 AT. "G 4" 1 19960-2 N NT 01 o Uj Q � II H J cn U J.S. DATA z (D ti U N + A=45° o 0 y _Q J.S. DATA w Q B-18 CO o rn A=43.6° o U) � C=3.21 o Q B=18" o �' 8 N D=24"+ O C0 to C=2.95' O f d U) D=24" _ Q < < D=24" -1-T w 32 33 U, U, 11 S2 15 `;� +oma Q Q 31 11 1b (� 30 x`��°o Q9 '1O� J.S. DATA A=43.6° ° 9 �y, >>x B=18" \ GG 3 `iP �9°x �,9 C=2.59' / • 7 e S�9,x/cP .°O vs D=30" >°x / s� s / 13 26 REV. 0 DIAL TWO N Q �Q� BEFORE DAYS YOU DIG Yol TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION c� J.S. DATA C:) A=45° B=18" 0 o C=2.78' o D=24" Q H U) SII 35 10 0 PROP. R/W -I T-,-7 ,-7 8 w w CL W M 13 12 11 9 O z o t` N t` w °° (D W M Ii + > T NO. 19960-2 N NT 01 o N + Q � II H J cn U o U) U U) H U m U) U n INSTALL 18 RCP STORM DRAIN (D -LOAD PER PROFILE) U U J U N � U - - O - � m C=2.48' LAT. "G-6" O ° + A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN V1 33 �> PROP. SEWER D=24" -1-T + O LAT. "G-5" S2 15 `;� +oma Q Q o 1b (� J c� J.S. DATA C:) A=45° B=18" 0 o C=2.78' o D=24" Q H U) SII 35 10 0 PROP. R/W -I T-,-7 ,-7 8 w w CL W M 0 w Q o°Oo 3 O z o t` O� w °° (D W M Ii O N W N > + o 01 o N + Q H J cn U o U) (n U) H U m O n INSTALL 18 RCP STORM DRAIN (D -LOAD PER PROFILE) U U - N � U - - O J M o � m C=2.48' LAT. "G-6" O ° + A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN V1 33 �> .^ D=24" 0 -C O c� O Q O cn CD U FS OVER SD - W=14" V=7.57' Q1o6=3.5 CFS V=2.0 FPS 6 11 8 4 3 O O V > + w ti w °° (D 9 _ --j J O A=45°w J.S. DATA I---- p v5 Q �-- 7 u) Q 01 o c4 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. H J cn U A=63.9° o o + > N II J ¢ � U O n INSTALL 18 RCP STORM DRAIN (D -LOAD PER PROFILE) B=18" `0- o (.0 o N � Q w J M o � m C=2.48' O N o O ° + A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN 14 REMOVE EXISTING PIPE CLOSURE. �> CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS D=24" + O + O C) OF BEARINGS FOR THIS MAP. 15 `;� +oma Q Q o Q Q (� J PREPARED UNDER THE SUPERVISION OF: 38 39 40 41 II IN -TRACT STORM DRAIN IMPROVEMENT PLANS 9 O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) 37 11 =O SG No. 36637 m cf)m U < LOT"A" O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE) w 3 c ; JM/EH/DM VALLEY OAK LANE AS SHOWN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO * Exp: 06-30-18 : PHONE 909.481.6322 Engineering Communities for Life FAX: 909.481.6320 " 77 A LATERAL G DESIGNED BY: DATE: 9 WLI 17_ I T.. INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) GP��c• I C / V k `- ��P TFCFCAL�F DA I CHECKED BY: APPROVED 15 DRAWING NO. 6 9 WLI 6/8/17 5605 8 W O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011. LAT. "G-7" � 4--- W co zLO00 II Co HGL o O d O O N O CD - I- N N O O O V > + Z ~ Z Q _ INSTALL 24.67 L.F 18" R.C.P. _ 1750-D LOAD PROFILE HORIZ 1"= 40' -- VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 160 1 LATERAL"G" O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. AGAVE AVENUE DATE I ENGR. I CITY I DATE - rn Q J.S. DATA CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. - rn > + O9 CONSTRUCTION NOTES _ --j J O A=45°w CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009. Nt Q 11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. H J cn U o B=18" -II 0- w � �, ¢ N II J ¢ � U O n INSTALL 18 RCP STORM DRAIN (D -LOAD PER PROFILE) TR. NO. 19960-2 8 + + C=2.78' D=24" � Q w J M o � m A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN 14 REMOVE EXISTING PIPE CLOSURE. �> CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS O - --j O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) OF BEARINGS FOR THIS MAP. 15 `;� +oma o U U PREPARED UNDER THE SUPERVISION OF: 38 39 40 41 42 ¢ `r IN -TRACT STORM DRAIN IMPROVEMENT PLANS 9 O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) 37 11 =O SG No. 36637 m cf)m U < LOT"A" O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE) w 3 c ; JM/EH/DM VALLEY OAK LANE AS SHOWN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO * Exp: 06-30-18 : PHONE 909.481.6322 Engineering Communities for Life FAX: 909.481.6320 77 A LATERAL G DESIGNED BY: DATE: 9 WLI PARK O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE) CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. I C / V k `- ��P TFCFCAL�F DA I CHECKED BY: APPROVED 15 DRAWING NO. 6 WLI 6/8/17 5605 8 WEND LL L. TWAT RU EXP. 30 1 O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011. LATERAL"G" O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012. AGAVE AVENUE DATE I ENGR. I CITY I DATE - O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. O9 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004. 10 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009. 11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026. BENCH MARK: # B-7 BASIS OF BEARINGS: 13 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022. SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN 14 REMOVE EXISTING PIPE CLOSURE. CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. 15 CONSTRUCT BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO QFtOFESS/pN lwq F� IN -TRACT STORM DRAIN IMPROVEMENT PLANS ��°�� YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT =O SG No. 36637 m MADOLE 9302 PITTSBURGH AVE., SURE 230 RANCHO CUCAMON CA.1.6322 DRAWN BY: TRACT 19960 -1 -2 -3 SCALE: w 3 c ; JM/EH/DM + + + AS SHOWN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO * Exp: 06-30-18 : PHONE 909.481.6322 Engineering Communities for Life FAX: 909.481.6320 77 A LATERAL G DESIGNED BY: DATE: WLI AGAVE AVENUE A.10+00.00 7019+86.93 NOV. 2016 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. I C / V k `- ��P TFCFCAL�F DA I CHECKED BY: APPROVED Y: / DRAWING NO. 6 WLI 6/8/17 5605 8 WEND LL L. TWAT RU EXP. 30 1 CITY GINEER R.C.E. 51152 DATE L7 M J:\126-2659\storm\TR 19960\SD06.dwg, 4/25/2017 4:27:43 PM, DWG To PDF.pc3