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Home My WebLink About3042-3CL INT CL INT 13+24.03 CHANTEL DR. _ �' ` �" - - r --j C-� I l'� 15+98.05 CHANTEL DR. 11 =10+00.00 ISABEL LANE t r J �J J �J =10+00.00 JEANETTE D 8 - CROWN LINE r u J 0+00.00 CHANTEL DR. Ll CL INT 4 r a_ 4 14 9 4 to 4 4 4 4 4 4 4 4 M M J 4 4 N 4 4 =10+00.00 BRIANNE LANE a, N o `r w ,,, ,., m 5' PUE m °O r3 �> ,'¢ � o 5 N o 4 1 50 �ompoWS PUE M� m Co� 5 LI tOp D O �O O 00 �0 ND LL ND mom. - mCN NO 0 En o _ m - r) - t-- - to �_ � W o LL 4 a �o �+ 5 N 148 + 147+ + w 146 145 �' 144 143 ' 67 68� 69 +`j a W� 70 h 72+=- + �73 co 4 151 1 O Jo + R N M M J R J '0 J CO3=N J J J 7 `l \ U -� U U U U - U- - U - - - U - - --- --- -- -- --- - -- U ^ U 6 - , --- - . ---- --- - -- --- -- _ f.' o o a CL INT - - - - ---- -- -- � _ _ - - _ - - - - U- _- - _ °p 21+20.40 GRANTEE DR. 6.60 TC ' •• ` �~ - _ ;^._ 8.8 TC R f LEGEND: - N o , ^ 7 5 5 PUE 4 -10+00.00 ROCHELLE ST. / 96.1 FL 96.77 TC - 7 / D 96.27 �o S 2 12+0o N 13+00 o N00�01 'E 14+00 S 2 15+ _ A+00 _._ ... t�+ _S - . T* _08.38 FL to+oo C::, 7 •- ::ri• \\\\ 7 60 0 _ _•, BC BEGIN CURVE --€ 1 t - - - o -ice " t - _ BVC BEGIN VERTICAL CURVE C 30"Sp y 30 SD 2 _ _. to ti �n o 98.46 TC 99.24 TC to _ o _ 03.55 TC 05.94 TC 08.88 TC F ' BCR BEGIN CURVE RADIUS o ^ o v 4 / 96.48 TC 7 - ; N E A 03.05 FL E A 05.44 FL jql 08.38 FL _ ^ cv I _ is+oo S z • ' • = _.::: ti\ ov �� / 1 - H W 97.96 CB CATCH BASIN CL g p�,T, _c A 95.9 , - N 1_ _ - �3 5 _ �: -f _ �� - `v M CL CENTERLINE 152 -- --- --- J • -- - iA--- -- -- ml =------- -- --- - - - y EC END CURVE 5 - --- 8 12 0h � ECR END CURVE RADIUS / �;, - / 2 o �R �. �m� / N� �a142 R W ,66 �,� .. , s�o: �� 001 2 �l Is ¢¢T o •- Cd _ o ELY EASTERLY 15 3 PRC 12 3 N�159 1600 0 54' "'" `aw _ : +`o +� J +^ 5 �n rn to - + o c�ac 5 5 PUE 54 m o •�r ca\ EP EDGE of PAVEMENT B -' 158 '� m5 PUE 5 `� v wM ^J M M .W m -� = . W to + .-- + .-- N O) f . I N' c0 1 M 0) - 11') ^ t0 \ OFFSET 5.45 L .__ v I, `t o+ ± J N J N J W U c0 ^ R/� 6. EVC END VERTICAL CURVE ``' o N II a m L" 20 � m '�� _' J '� II Q + J + / " 1 �o 'n � - --' 20 20 W >�- + l� + M U U r.> U a 6 \ ►- + N z Irn Z+ W to W m ,y,co wr Q 16 r OU U U LL U �� 161 �� m W �II� m o a \ FL FLOW LINE 4 CL 16 DWY ` .c; ,ri STo' a0i ' _ I o+ U W 4 4 4 4 4 = Lo = U r- `� C14J ?� m �;>w 4 4 U m w 4 ¢ 10+76.43 B ' _ ISABEL �� +�W JEANETTE + II 4 124 '� �, FS FINISHED SURFACE . • • • • o a + ¢ 3 N v d U + li''' 1 2 1 3 `w„ �, \ �, ?� GB GRADE BREAK ( A N N E LANE LAN E 8 0< DRIVE o t1�8 - N 8 4 5' PUE $ 5 v -�. �°� o HP HIGH POINT B R SEE SHEET 5 t1 SEE SHEET 8 t1 ' INT INTERSECTION M ATC H LI N E -- 10 + 7 6.43 LP LOW POINT SEE SHEET 6 MVC MIDDLE OF VERTICAL CURVE TANGENT PCC POINT OF COMPOUND CURVE 39.59' PRC POINT OF REVERSE CURVE � R16a120 J/ 2515'52" R/W RIGHT OF WAY .DQN C STA STATION CURB �13VLSS/O, �! TC TOP OF 2515'52" W W'LY WIDTH WESTERLY 12.77' E 8915'18' 38.94' V VERTICAL DEPTH a No. 3161;1 25'27'50" INDICATES EXISTING ELEVATI * Emelt 152.97' G 25'57'50" 1498.77 FS 05 56 CURVE TABLE 1498.99 FS CURVE ANGLE LENGTH I RADIUS TANGENT A 90'44'42" 39.59' 25.00' 25.33' B 2515'52" 25.13' 57.00' 12.77' C 14116'26" 143.01' 58.00' 165.04' D 2515'52" 25.13' 57.00' 12.77' E 8915'18' 38.94' 25.00' 24.68' F 25'27'50" 300.88' 677.00' 152.97' G 25'57'50" 283.10' 637.00' 143.93' H 90'44'42" 71.27' 45.00' 45.59' l 25'27'50" 1 291.99' 657.00' 148.45' 1498.77 FS 05 56 Q 1498.99 FS 1505.51 FS 1505.69 FS GUTTER LINE 1508.13 FS 1508.51 FS GUTTER LINE 1 "= 40'1 1% scale feet OR CITY OF FONTANA, CALIFORNIA o 0 GUTTER LINE a T sTREETa�ANsrAL- Lo "=40' I-) C U J J J o t- w ~ \\ - ---- CURB FACE CURB FACE CURB FACE ,� P0 rn o ^ rn O M N N �► _.... w... N 4 N "d- O tp UQ to N ^ O N O to to - qq-LO to* LO � to -* ton ri + _ - N d co m + C5 C:) + co W) co CD Ln o0 W) U to r- to LO SIDEWALK L J SIDEWALK I SIDEWALK m / - Uh V- Up / H J U M ^ J �- UJ U 1-l� n n U F- U J W U J U J J.7 f- W^ W U U J w SIDEWALK N t0 LA F--FU- N n .t -:C14 � FU- LJi II N > rn c0 IU- r- M d O 00 � O ,� 0"oto r7 1f) co co N n N to to M O >11 CV tf) O to 00 0) m tp pp 0o t70 O ' 1 OC[ i 20, Di co +rnrn M N � ai ao d N d r- tr Go +rnrn M d - r � + cc d c0 00 CO m 00 oo +rnrn +rnrn II II M at � M rn � tr of � -4 +Oo+oo+ice Co �r) LOW) co co t to U-) _ 11 r7 ►0 +oo+oo co - co 11) co co to to oo ao oo _ - +oo +oo,n �_ - - - - - II = to ai ad +oo +oo r� to n v) oo CURB FACE / / 450.00 INDICATES PROPOSED ELEVATION s c 3 = .- m 3 = 1505.00 FS 15 GUTTER UNE W WATER LINE 1 f�IFOF Al e e >> t t " 3 0 3 S SEWER LINE 0 ee ss SD STORM DRAIN LINE DETAIL A -CB #23A G r OC ON CURB J `l H HEIGHT (ADDITIONAL OPENING) 3 �a day LL LOT LINE CONSTRUCTION NOTES (i) --CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32). 22 CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. 44 CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102. 55 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. (6 )-CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006. 7 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). 8 CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN). 11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No. 300-2, SEE SHT. 6 (W=PER PLAN) NTS DETAIL B -CB #1313 NTS GRANTEE DRIVE 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 CONDITIONS AND STANDARDS IN EFFECT. /Q�OFESS/O�\ HUR z = No. 31681 Z * Exp. 12/31/04 trJglE, CI V I S\��r CA / DETAIL U -CB #13D NTS DETAIL "D" -CB #13A NTS 1101117TulinInc. Aman �013 A Civil Engineering •Planning •Surveying •Public Works DRAWN BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MSM PREPARED UNDER THE SUPERVISION OF: SIGNED BY- MPK 2 CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: RLB Q N oI C:) 40 0 40 80 1 "= 40'1 1% scale feet o CITY OF FONTANA, CALIFORNIA o 0 SUMMIT HEIGHTS II a T sTREETa�ANsrAL- Lo "=40' I-) C 1 o - ---- NTS DETAIL B -CB #1313 NTS GRANTEE DRIVE 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 CONDITIONS AND STANDARDS IN EFFECT. /Q�OFESS/O�\ HUR z = No. 31681 Z * Exp. 12/31/04 trJglE, CI V I S\��r CA / DETAIL U -CB #13D NTS DETAIL "D" -CB #13A NTS 1101117TulinInc. Aman �013 A Civil Engineering •Planning •Surveying •Public Works DRAWN BY: 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MSM PREPARED UNDER THE SUPERVISION OF: SIGNED BY- MPK 2 CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: RLB AlE TFL �. x$,43 11-09-01 �N APPRC CD OVED B DWG NO.: 3 � o 3042 N N CITY ENGINEER R.C.E. 51152 DATE: 9 �� Q N oI C:) 40 0 40 80 1 "= 40'1 1% scale feet o CITY OF FONTANA, CALIFORNIA o 0 SUMMIT HEIGHTS II a T sTREETa�ANsrAL- Lo "=40' I-) C 1 o AlE TFL �. x$,43 11-09-01 �N APPRC CD OVED B DWG NO.: 3 � o 3042 N N CITY ENGINEER R.C.E. 51152 DATE: 9 ��