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Home My WebLink About3036-8I LEGEND: WRVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT BC BEGIN CURVE 90100,00" 47.12' 30.00' 30.00' BUCHANAN LANE HAMILTON LANE BVC BEGIN VERTICAL CURVE 90*00'00" 47.12' 30.00' 30.00' ATCHLINE - 14+10.55 CL INT MATCHLINE -- 14+85.89 BCR BEGIN CURB RETURN 9 44.811 12+61.57 FILMORE WAY CB CATCH BASIN 89*45'070 70.49' 45.00 14+10.55 SEE SHEET 9 SEE SHEET 7 14+85.89 CL CENTERLINE (b) 8945'07* 39.16' 25.00' 24.89' BC_ =10+00.00 FORD WAY -111 - w -.j .. 1 14+17.25 EC EC END CURVE C%4 G - G_ C-) , 14016'51* 142.00' 58.00 160.58' CL 16' DWY 4 ECR END CURB RETURN _CL 16' DWY Ir : V I (F) ZN 00 r") Fo F CL 16 DWY %"-* - -133 132 corm c4il 31 1 300A; cli 2515'52* 25.13' 57.00' 12.77' :tclft 00 31: PRC 'u) 135 134 > �; 4 E'LY EASTERLY 4. 1 Go 00 n r, 2515'52* 25.13' 57.00' 12.77' t 14+41.71 . =1 . C� OR El " 6 . . LO 59 co 00 C-4 c6 C14 00 C> C EP EDGE OF PAVEMENT -I-- (0 C.0 Go -'D r10 p -co LO io Cn co BC + '0 + + 0 9014'530 70.88' 45.00' 45.20' 5PUE + C -- _j 5'PUE n 9014'53" 39.38' 25.00' 25.11' u C-) __j FL FLOW LINE 6 EC Cq FS FINISHED SURFACE 104-44.81 R/W __j PRC EVC END VERTICAL CURVE 140'46'370 142.51' -W - ' - 58.00' 162.78' -, 77 7 Z; GB GRADE BREAK 2515'52" 25.13' 57.00 12.77' HP HIGH POINT C 48.22 TC 141 C) 56.50 58 u') C14 _6 14+1 CL 16 7 1 4+41 1 2 D5 W 71 Y 00 10 Cc) 10 + BC 4481 0 1 M E C T 2515'5201 25.13' 57.00H11 2.77' D 47.72 FL (�2 'T' C*4 56.00 FL INT INTERSECTION T 100 S 11+00 17+ 006.S_'_ 6 D 4 E 10� %#2'51*W C�o S 13+00 14+ LP LOW POINT QA 14, 1154 %j, %*P Ln MVC MIDDLE OF VER11CAL CURVE (D 48.84 TC _6 51.50 TC 0 53.58 TC 'Co nK 04 56.18 - 4z- - C14 4 48.36 T W r�9.34 FL T51.00 FL _1U f 53.08 FL W 55.68 FL 56.49 TC PCC POINT OF COMPOUND CURVE 7 47.86 _4 F -r - ,.p .. - -7T 47 1 PUE PUBLIC UTILITY EASEMENT P jT R/W RIGHT OF WAY ri - r- 57 C14 CN M 1� R/W 3 _?5 LQ C, 01 'PUE IUE u) C:) �i STA STATION r-.) 10 co -w Go -'0 ro 20' r- 0 0 � coo m 4 TC TOP OF CURB + + + + 4 8 U + re) u� U W WIDTH CL INT O -u C4 pe) re) PO + U+ __j w w IR C� Iq +w 53 u m O_ !!56 CL INT WLY WESTERLY QL_ 5 1 CN u 15+20.00 FILMORE WAY lo+oo.00 nLmORE WAY d49 u 5w (:'-j w I nin C_) t2 uj 54 V VERTICAL DEPTH =14+86.52 BUCHANAN LN. 4 U u"72' 55 15+62.08 HAMILTON LANE (450.00) INDICATES EXISTING ELEVATION 52 uj U m w C1 U.1 22' 22' C) C) m - - Z3 C>lm 450.00 INDICATES PROPOSED ELEVATION C3 d m: LO Lo U W WATER LINE )Zt'±o Qt) D (ZOw / M C-11 + FORD WAY + S SEWER LINE SEE SHEET9 SD STORM DRAIN LINE HUR el OC ON CURB CONSTRUCTION NOTES H HEIGHT (_i) --CONST 4w MIN AC OVER 12w OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & Q�CONST 6- CURB AND GUTTER PER CITY STD PLAN No 1003. kj)-CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102. 5 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015. Q3�_ 6 CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006. 7 & INSTALL STREET LIGHT 5800 LUMEN PER CITY STD, No 1016 (SCE17). 0'_� &CONST CROSS GUTTER PER CITY STD PLAN No 104 3 / 02_�61 NOTE. SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED ELEVATION OCCURS. ADD 1500 TO THE VALUE TO OBTAIN THE ACTUAL ELEVATION. 40 0 40 80 1 "= 40' mmmmi scale feet 00 r C-4 C, I 00 0 a- -E -6 0 0 C) 6 E 0 1 C14 co I 'It 65 C14 C> I -1 C" C'j C C) Lu C) __ C14 00 ,t C) -39.38',VC- -'39.38' VC_ Pl=.1556.8f PI=1555.26, Li=39.38' L=31. __7 4n, L L 4 m U __j Co C1 C� + to ppe) CD ui + 1* U-) to Lo to LO -ire) CD ui Cq cq(" Cq 39.16' VC 39.16' VC 0 + Lo 1* LO Lo r-: co -CCU) cb'":Lp tn pl:=1546.81 L=31.16 PI=1548.22 L=39.16' C1 rn CN W '0 1:6 TAN -3. 1 9 + to co n MLO 4d- u < LO 1 555 L JW + OC L/4 L/4 L/4 L C)o W Ly CU r") 2.18% C1 62 -Ml VC + PI=1556.80 L=70.W L=31.00' 4 co (3 pq 10 OC --\- - I La 1550 L C3 U M _J M Cd + ul -1550 7 -1 co ad do u, m C30 LO -,-t < + q* LO to co co CS CN Co C6 co m: + m to ui C> C:1 C; rn re) Lo in to + 1--" CD _j -to r _ co M: , _ , r N=3.60% 0:: FIMSH SURFACE 10 . Lq- .0 ' I - - "_ Lo 40 - - to 'n + LO -<u ' RW u') -Jto co _38A 2.38% C) M LL- C> 0 CL C�l C4 -21 1545 L EXIST11NG GMND 0 CL Q Lo C�PU�) V�j r + Ln 1555 CL W) LO + + U-) 1=31.16' L=70.49' OC + to 04 LO C % L=25.13 L=142.51' L=25.13' ui C; p? Oc _J co re) C) 0) + + W.26'- VC 50.26': VC 1550 CL PI=1556.67 PI=1555 33 1 550 CL Lo fl- Cq to 00 + L=47.12' m of La CD + '; Oc L/4 L/4 L/4 L/4 0) *_ - I a- '* - __� * - Cq 00 go I co r, - I -- - C�j --(-> = uj L=47.12 Ck: cr_ C, C�j 6 r'0 re) to 'q- LO co C1 'Cq . OC uj m + LO + LO U-1 LO C:> Lci ) LO C_ + LC)>. CR r, 40 p LO 50.26' VC L/4 L/4 L/4 L/4 LO 00 C1 q*1 LO 0 m Co Lo L4j - V_ + MLO <LO 1545 CL- PI=150.30 Cj le) + CJC3 % 1555 R 50.26' VC L=25.13' C> Ln I " r - - --- I , : r - I I PI=1546.70 OC C-) CR:1 LO TAN= -3.0 2% m L=250' L=142.00' TOP OF ETY CURB Cp + C4 LO LO z Oc Oc M -TAN=3.49% CL 1550 R- :2� __j CN to Cq rn 0; + qq- _j r -LL_ N=3.41% -L-- LL_ co 00 00 co C-) + 5! 1* w r, LL_ CO 04 1550 R ------ Lo � :E- ' C' "'r tf) Mr� ;1E < CD <'o 0) a to m M u') LO C�' co C-4 +2 0)40 C4 + in _< C> x:'0 C) =:,6 C-) C 3 + C-) I.W.c-) *,JE, q� uj t2 113% 1-13% N=2.15% ro 04 U) + Lo q*- to C1. PROFILE SCALES w. M'% T" 'z4' TAN=2.51% HORIZ. 1 =40* 1545 R- 0 VERT. 1 =49 10+00 11+00 12+00 13+00 14+00 15+00 1 6+00 10+00 LEGEND: WRVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT BC BEGIN CURVE 90100,00" 47.12' 30.00' 30.00' BUCHANAN LANE HAMILTON LANE BVC BEGIN VERTICAL CURVE 90*00'00" 47.12' 30.00' 30.00' ATCHLINE - 14+10.55 CL INT MATCHLINE -- 14+85.89 BCR BEGIN CURB RETURN 9 44.811 12+61.57 FILMORE WAY CB CATCH BASIN 89*45'070 70.49' 45.00 14+10.55 SEE SHEET 9 SEE SHEET 7 14+85.89 CL CENTERLINE (b) 8945'07* 39.16' 25.00' 24.89' BC_ =10+00.00 FORD WAY -111 - w -.j .. 1 14+17.25 EC EC END CURVE C%4 G - G_ C-) , 14016'51* 142.00' 58.00 160.58' CL 16' DWY 4 ECR END CURB RETURN _CL 16' DWY Ir : V I (F) ZN 00 r") Fo F CL 16 DWY %"-* - -133 132 corm c4il 31 1 300A; cli 2515'52* 25.13' 57.00' 12.77' :tclft 00 31: PRC 'u) 135 134 > �; 4 E'LY EASTERLY 4. 1 Go 00 n r, 2515'52* 25.13' 57.00' 12.77' t 14+41.71 . =1 . C� OR El " 6 . . LO 59 co 00 C-4 c6 C14 00 C> C EP EDGE OF PAVEMENT -I-- (0 C.0 Go -'D r10 p -co LO io Cn co BC + '0 + + 0 9014'530 70.88' 45.00' 45.20' 5PUE + C -- _j 5'PUE n 9014'53" 39.38' 25.00' 25.11' u C-) __j FL FLOW LINE 6 EC Cq FS FINISHED SURFACE 104-44.81 R/W __j PRC EVC END VERTICAL CURVE 140'46'370 142.51' -W - ' - 58.00' 162.78' -, 77 7 Z; GB GRADE BREAK 2515'52" 25.13' 57.00 12.77' HP HIGH POINT C 48.22 TC 141 C) 56.50 58 u') C14 _6 14+1 CL 16 7 1 4+41 1 2 D5 W 71 Y 00 10 Cc) 10 + BC 4481 0 1 M E C T 2515'5201 25.13' 57.00H11 2.77' D 47.72 FL (�2 'T' C*4 56.00 FL INT INTERSECTION T 100 S 11+00 17+ 006.S_'_ 6 D 4 E 10� %#2'51*W C�o S 13+00 14+ LP LOW POINT QA 14, 1154 %j, %*P Ln MVC MIDDLE OF VER11CAL CURVE (D 48.84 TC _6 51.50 TC 0 53.58 TC 'Co nK 04 56.18 - 4z- - C14 4 48.36 T W r�9.34 FL T51.00 FL _1U f 53.08 FL W 55.68 FL 56.49 TC PCC POINT OF COMPOUND CURVE 7 47.86 _4 F -r - ,.p .. - -7T 47 1 PUE PUBLIC UTILITY EASEMENT P jT R/W RIGHT OF WAY ri - r- 57 C14 CN M 1� R/W 3 _?5 LQ C, 01 'PUE IUE u) C:) �i STA STATION r-.) 10 co -w Go -'0 ro 20' r- 0 0 � coo m 4 TC TOP OF CURB + + + + 4 8 U + re) u� U W WIDTH CL INT O -u C4 pe) re) PO + U+ __j w w IR C� Iq +w 53 u m O_ !!56 CL INT WLY WESTERLY QL_ 5 1 CN u 15+20.00 FILMORE WAY lo+oo.00 nLmORE WAY d49 u 5w (:'-j w I nin C_) t2 uj 54 V VERTICAL DEPTH =14+86.52 BUCHANAN LN. 4 U u"72' 55 15+62.08 HAMILTON LANE (450.00) INDICATES EXISTING ELEVATION 52 uj U m w C1 U.1 22' 22' C) C) m - - Z3 C>lm 450.00 INDICATES PROPOSED ELEVATION C3 d m: LO Lo U W WATER LINE )Zt'±o Qt) D (ZOw / M C-11 + FORD WAY + S SEWER LINE SEE SHEET9 SD STORM DRAIN LINE HUR el OC ON CURB CONSTRUCTION NOTES H HEIGHT (_i) --CONST 4w MIN AC OVER 12w OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & Q�CONST 6- CURB AND GUTTER PER CITY STD PLAN No 1003. kj)-CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102. 5 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015. Q3�_ 6 CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006. 7 & INSTALL STREET LIGHT 5800 LUMEN PER CITY STD, No 1016 (SCE17). 0'_� &CONST CROSS GUTTER PER CITY STD PLAN No 104 3 / 02_�61 NOTE. SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED ELEVATION OCCURS. ADD 1500 TO THE VALUE TO OBTAIN THE ACTUAL ELEVATION. 40 0 40 80 1 "= 40' mmmmi scale feet 00 r C-4 C, I 00 0 a- -E -6 0 0 C) 6 E 0 1 C14 co I 'It 65 C14 C> I -1 C" C'j C C) Lu C) __ C14 00 ,t C)