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HomeMy WebLinkAbout2106-606 + Li � m C L 0 F- O 0 • U 0 000 + n 0 0 EXISTING GROUND AT C STORM DRAIN ,W ' a z < 6 0 F- J H.G.L. - - - - - - 55 S=0.0315 51.92 52.66 52.92 50 51.65 INV. INV. INV. 51.09 EL. "S" - - 1---- INV. HYDRAULIC DATA a 51.85 PROP. 8" SEWER 0 0 EL. "R" Qts= 23.2 c.f.s. (D r: V= 7.4 f.p.s. = O 0 0 a a (n 33.70 L.F. - 24" R.C.P. ( 1350 - D ) LAT. BI SEE PLAN VIEW SHEET NO. 3 o ST. STA. 10+65.00 00 T OUTLET W=21', V=6.5' o� o_ o °D 60.70 EXISTING GROUND AT It STORM DRAIN T.C. a 60 WJ H.G.L. 3"G p 58.43 --- --- --- -- W.S. 1 54.78 m • v INV. OD m a S=0.0496 J rri O + o + 00 52.98 O > Q EL. "S" � U N N S=0.0315 51.92 52.66 52.92 50 51.65 INV. INV. INV. 51.09 EL. "S" - - 1---- INV. HYDRAULIC DATA a 51.85 PROP. 8" SEWER 0 0 EL. "R" Qts= 23.2 c.f.s. (D r: V= 7.4 f.p.s. = O 0 0 a a (n 33.70 L.F. - 24" R.C.P. ( 1350 - D ) LAT. BI SEE PLAN VIEW SHEET NO. 3 o ST. STA. 10+65.00 00 T OUTLET W=21', V=6.5' o� o_ o °D 60.70 EXISTING GROUND AT It STORM DRAIN T.C. a 60 WJ H.G.L. 3"G p 58.43 --- --- --- -- W.S. 52.98 53.17 025= 11.6 c.f.s. -� INV. V= 37f.p.s. NOTE: ALL CATCH BASINS AND INLETS ARE TO BE CONSTRUCTED DUR- ING PHASE 2 IMPROVEMENTS. END OF LATERALS TO BE PIPE CLOSURES PER CONSTRUCTION ITEM NOTE Nc. 35. LATERAL PIPING WILL BE TERMINATED ONE (I') FOOT INTO FUTURE BASIN LOCATIONS. 55 54.78 54.6 I • v INV. EL. "R" m O 0 S=0.0496 ' 54.33 0 O + t0 54.20 • 52.98 O > PLAN VIEW SHEET NO. 4 EL. "S" � U N N 50 ,, �� RAIL: M W N0 m +0 n CITY OF FO NTAN'A, CALIFORNIA + o N 0 3 • •w ~ O O cc 0> a'W m + c~n -j o ' M ti EXISTING GROUND � J I my W . S is R . C . E . 35458 EXISTING GROUND AT it STORM DR/',IN 0 C 60.70 06 °° AT C STORM DRAIN , o .0 T.C. • a � + a w �n 59.43 F- 0 u~i Designed by: LATERAL PROFILES - F- + ao CITRUS AND HIGHLAND STAMPED S.B. Co. SURV 62.54 . o DEC. 1991 0 • W z p 5 8.5 0 T.C. 42 --� - Date: --- --- Checked by: D.H. Approved 6Z -TY W.S. H.C.L. 60 p 56.88 S=0.03153••G EXISTING GROUND AT T STORM DRAIN 55 3"G W.S. --H.G.L. 5 4.0 9 --- S=0.07 41 INV. HYDRAULIC DATA 54.20 52 30 52.98 53.17 025= 11.6 c.f.s. -� INV. V= 37f.p.s. NOTE: ALL CATCH BASINS AND INLETS ARE TO BE CONSTRUCTED DUR- ING PHASE 2 IMPROVEMENTS. END OF LATERALS TO BE PIPE CLOSURES PER CONSTRUCTION ITEM NOTE Nc. 35. LATERAL PIPING WILL BE TERMINATED ONE (I') FOOT INTO FUTURE BASIN LOCATIONS. 55 54.78 54.6 I • v INV. EL. "R" m O 0 S=0.0496 ' 54.33 0 O + EL. "S" 0 54.20 • 52.98 HYDRAULIC DATA INV. PLAN VIEW SHEET NO. 4 EL. "S" HORIZ. 0 `r? 55.30 Q2S= 11.6 c.f.s. N co 50 ,, �� RAIL: 00 V = 3.7 f.p.s. E L.. R d - gC=;, J.F.DAVIDSON ASSOCIATES, INC CITY OF FO NTAN'A, CALIFORNIA + o N 0 0 SURVEYING LANDSCAPE ARCHITECTURE 0 a cc 0> Ui N c~n 18.12 L.F. - 24" R.C.P. ( 1350 - D) o ' M ❑ 77-564 COUNTRY CLUB DR. X1400-8 ❑ 27349_ JEFFERSON ST. 115 peil� nFCFRT CA 92260 TEMECULA, CA 92390 PALM _-__ _� 1 A - -" A \ - + J I my W . S is R . C . E . 35458 (714)686-0844 FAX 714-686-5954 N (619)360-3780 FAX 619-360-3789 (714)676-7710 FAX 714-699-1981 °° Scale: LAT. B1-1 03 0 J.S. SEE PLAN VIEW SHEET NO. 3 a w BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT Designed by: LATERAL PROFILES Cn + ao CITRUS AND HIGHLAND STAMPED S.B. Co. SURV 62.54 . o DEC. 1991 0 • W z B.M. No. 8-14 PROPOSED F.S. AT T STORM DRAIN T.C. 42 a Date: Checked by: D.H. Approved 6Z -TY 2��� 6�9 60 CI ENGINEER R.C•E12 EXISTING GROUND AT T STORM DRAIN 3"G --H.G.L. --- �! --- --- --- 55 F54.35 m 54.54 EL."R" o INV. 54.0 I m o ELo 50. test • • O _ o + 0 O a F - BASIS OF BEARINGS: - S890 49'00"W FOR � OF HIGHLAND AVE. PER TRACT 33481 M.B. 47-14 SAN BERNARDINO COUNTY RECORDS. S=0,0607 HYDRAULIC DATA w 55.87 INV. .Q25= 6.6 c.f.s. V= 3.3 f.p.s. N r+ O a 36.10 L.F. - 18" R.C.P. ( 135 0 - D) LAT. B3 SEE PLAN VIEW SHEET NO. 4 Underground Service Alert Call: TOLL FREE 0 1 - 800 422 - 4133 TWO WORKING DAYS BEFORE YOU DIG PRIVATE ENGINEERING NOTE (NOT REQUIRED BY GOVERNING AGENCY) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LMILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 56.54 INV, 0 r<i O a U) p 158.44 W.S. INV52.93 50 . INV• O N O . � O °D 51.55 o HYDRAULIC DATA o 0 � INV. 0 Q23= 4.0 c.f.s. 0 a V = 2.3 f.p.s. , � a a 32.62 L.F. - 24" R.C.P. ( 1350 - D ) ~C/)8.5 L.F. 18" R.C.P. cin - 0 1 1350 - D) 0 LAT. B2 L6 SEF PLAN VIEW SHEET NO. 3 ti o a o F - o (n ST. STA. 10+43.00 + m C OUTLET W=10', V=6.0' o w 62.48 a z PROPOSED F.S. AT T STORM DRAIN T.C. � 11 EXISTING GROUND AT It STORM DRAIN 3G r 58.53 H.G.L. p --- --- --- --- W.S. 65 =161 55 W ao 55 56.36 NOTE: EL. "s" CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. MARK REVISIONS ENGINEER DATE ,.PPRO A� DATE 1 ,QpQCD EC©R P DATA 48• MARK REVISIONS mpw ENGINEER DATE APPROVAL DATE S=0.0515 55.94 1NV. HYDRAULIC DATA Q25= 6.6 c.f.s. V= 3.7 f.p.s. 36.21 L.F. - 18" R.C.P. ( 1350 - D ) LAT. B4 SEE PLAN VIEW SHEET NO. 4 PROPOSED F.S. AT T STORM DRAIN EXIST GROUND AT T STORM DRAIN 3..G H.G.L. S=0.0875 59.06 , 57.13 INV, v w 57.02 0 EL. "R" N O m 0 o HYDRAULIC DATA 0 0` + Q2,5= 15.3 c.f.s. 0 0 V= 4.9 f.p.s. ta-• + a u' O a cn 56.48 INV. O W ST.STA. 10+43.00 ,C OUTLET W=14', V=6.0' 65.96 T.C. 5 9.9 6 INV. o I62.41 W.S. 54.78 54.6 I • v INV. EL. "R" m O 0 0 O ' 54.33 0 O + EL. "S" 0 O • a SEE PLAN VIEW SHEET W ao 55 56.36 NOTE: EL. "s" CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. MARK REVISIONS ENGINEER DATE ,.PPRO A� DATE 1 ,QpQCD EC©R P DATA 48• MARK REVISIONS mpw ENGINEER DATE APPROVAL DATE S=0.0515 55.94 1NV. HYDRAULIC DATA Q25= 6.6 c.f.s. V= 3.7 f.p.s. 36.21 L.F. - 18" R.C.P. ( 1350 - D ) LAT. B4 SEE PLAN VIEW SHEET NO. 4 PROPOSED F.S. AT T STORM DRAIN EXIST GROUND AT T STORM DRAIN 3..G H.G.L. S=0.0875 59.06 , 57.13 INV, v w 57.02 0 EL. "R" N O m 0 o HYDRAULIC DATA 0 0` + Q2,5= 15.3 c.f.s. 0 0 V= 4.9 f.p.s. ta-• + a u' O a cn 56.48 INV. O W ST.STA. 10+43.00 ,C OUTLET W=14', V=6.0' 65.96 T.C. 5 9.9 6 INV. o I62.41 W.S. 34.81 L.F. - 24 R.C.P. ( 1350 - D) 4 2' 0 4� LAT. B5 SCALE CAE : 1"=4'V ERT. SEE PLAN VIEW SHEET NO. 4 140=4' HORIZ. ,, �� RAIL: PREPARED UNDER THE DIRECTION OF: gC=;, J.F.DAVIDSON ASSOCIATES, INC CITY OF FO NTAN'A, CALIFORNIA 8B ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE s ° UUO-fa� ! ..��� ❑ P.O.BOX 493 ■ 3426 TENTH STREET RIVERSIDE CA 92501 RIVERSIDE, CA 92502 ❑ 77-564 COUNTRY CLUB DR. X1400-8 ❑ 27349_ JEFFERSON ST. 115 peil� nFCFRT CA 92260 TEMECULA, CA 92390 PALM _-__ _� 1 A - -" A \ - - J I my W . S is R . C . E . 35458 (714)686-0844 FAX 714-686-5954 (714)683-0209 FAX 714-686-5807 (619)360-3780 FAX 619-360-3789 (714)676-7710 FAX 714-699-1981 Drawn by: STORM DRAIN IMPROVEMENT PLANS Scale: Exp.' Date: L L 'lI J.S. AS SHOWN BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT Designed by: LATERAL PROFILES Date: S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV E,K, DEC. 1991 B.M. No. 8-14 1970 ELEV. = 1510.91 42 Date: Checked by: D.H. Approved 6Z -TY 2��� 6�9 CI ENGINEER R.C•E12