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HomeMy WebLinkAbout3908-21315 CDn.- z0 F- w cn X 0) Lu M Z O 1310 _- oLo (0.31)% TC WEST` 1305 1315 EXISTING CENTERLINE SURFACE 1 -71 7R' 1 =70.475' 1315 1310 1305 1315 4.80% v� 0.94% r � � ;1-_.__ ___.W ..._ _ ___.._, _..-__._ - __. + r, __- - _ _ -q- I �,,� - I cv t-1 1310 m + 4 310 C ��) % _ �- .360 — — O� ,.� o� CO __ j � O N - N _ N __. _._ M - - - __ ,..-_ __ _ C5 ''Z + CD CD COD mr�ro o F- rn n cn � Co LL_ o _ _ EXISTING _ _ _ _ AQi,� �i�, . -�� 1305 SURFACE wNo �� ��.R._...�� Off. _ .._... � e z0++ `2 r) oo � � + © O,v o+0 o+0 0 1315 w 308.80 F C3. 1310 I — (0'41)% — — TC EAST If � 212'31'13" CE Z_ U 0 1— m F- I- 35.00' 1305 X ; o q o C4 w r,,�- 11 13086 30860 F 0L 8. 0' Co M� W PI -1 30 1j. 1 V CURB RETURN, L=55.01 10+00 36.00' '15�p3.39 iC 1309' 13"o opi x 5.00'— 1 %'�' o 308.80 F C3. o 0 s�\'019 I — o CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1003 rn If � 212'31'13" 5 6 1308.70 F � 5800 LUMEN HPSV 70 WATT #7 STREET LIGHT. 4" AC PAVEMENT OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE + Q 0 35.00' O 00o C4 W 11 13086 30860 F 0L 8. 0' Co M� W � N J EX. FIRE HYDRANT 00 = TO BE RELOCATED z 0 0 f f BASIS OF BEARING: SEE SHEET 1 BENCHMARK: STAMPED "S.B. CO. SURVEYOR, 7-9 1970" ELEVATION = 1307.15 BRASS CAP AT E.C.R. OF NORTHEAST CORNER OF FOOTHILL BLVD. AND LOCUST AVE. T 11+00 11+50 12+00 12+50 13+00 1 --� 15' ALLEY 1 ��,Gv 12 ASN 0243-122-15 � 11 � 11 ^O' 10 N / 00 r- r C -i co COQ M L �r +� r +Q — — + <t -- r _ ---- - -� N u> u> w �> °w 2 �E cn0 cno r n> v fh V) 0 13+50 EXIST. R/W 14+50 9 7 05 eSTpp PROPOSED ��'s �F 8" SEWER �� FRANKFORT A\/F St 6 PROPOSED 6 13.0 8 WATER 10, o99j x) �� Tc ©� r r —04 00 C14 3: Lo 00 I --- F, N N � EXIST. � � ? w ? r W > r w / 11 > II > o> R/W if Cn0 1� 1 �o �Q 16 1 Q N0. 5758' 11 I 11 �. 11 GJ STA=13+97.37 * 'L A F IN 0243-123-23 r (1308.90) TC * 15' ALLEY \. (1308.40) FL S'r C►V1t Q. 1 , CONSTRUCTION NOTES OF CA�-\�l � 10 CONSTRUCT AC CURB RETURN ACCESS RAMP. GEOMETRY PER CAL TRANS STD. RSPA-88A (SEE SHEET 5) NO. DESCRIPTION 11 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 1005 ' 12 DR T OF T STD 1005 W-28 O2 CONSTRUCT 5.0 PCC SIDEWALK PER CITY OF FONTANA STD. PLAN N0. 1015 CONSTRUCT COMMERCIAL IVEWAY PER CI Y FON ANA A, - I 50.00' 3 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1003 rn If � 212'31'13" 5 6 N M 5800 LUMEN HPSV 70 WATT #7 STREET LIGHT. 4" AC PAVEMENT OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE + Q + Q 35.00' 1 54.96' r C4 0 � 0 �o ) 9 7 05 eSTpp PROPOSED ��'s �F 8" SEWER �� FRANKFORT A\/F St 6 PROPOSED 6 13.0 8 WATER 10, o99j x) �� Tc ©� r r —04 00 C14 3: Lo 00 I --- F, N N � EXIST. � � ? w ? r W > r w / 11 > II > o> R/W if Cn0 1� 1 �o �Q 16 1 Q N0. 5758' 11 I 11 �. 11 GJ STA=13+97.37 * 'L A F IN 0243-123-23 r (1308.90) TC * 15' ALLEY \. (1308.40) FL S'r C►V1t Q. 1 , CONSTRUCTION NOTES OF CA�-\�l � 10 CONSTRUCT AC CURB RETURN ACCESS RAMP. GEOMETRY PER CAL TRANS STD. RSPA-88A (SEE SHEET 5) NO. DESCRIPTION 11 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 1005 ' 12 DR T OF T STD 1005 W-28 O2 CONSTRUCT 5.0 PCC SIDEWALK PER CITY OF FONTANA STD. PLAN N0. 1015 CONSTRUCT COMMERCIAL IVEWAY PER CI Y FON ANA A, - L1 50.00' 3 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN N0. 1003 15 ADJUST MANHOLE TO GRADE C2 212'31'13" 5 6 CONSTRUCT CONSTRUCT 5800 LUMEN HPSV 70 WATT #7 STREET LIGHT. 4" AC PAVEMENT OVER 12" MINIMUM OF 95% COMPACTED NATIVE SUBGRADE COLD PLANE EXISTING ASPHALT MIN 5.0', INSTALL PETROMAT, AND CONSTRUCT MIN 5.0' OVERLAY FOR SMOOTH JOIN, SEE DETAIL 'A' HEREON 89°58'21 " 35.00' LINE NUMBER LENGTH 3 L1 50.00' 15+00 I 11 e � wcm� 0'� � 3 \O '�A Q om 5:of o0) Lji 112.00' 31.79' 16.00' PROP. 2 R/W 5.00' 2 n > n r 12.00' 6.50' Lo N L1 00 4 Lo k V C1 11 > 60.00' 18.00' I w 5.00' 15 36.00' 18.00(3) w - -------- --- ' C1 16+00 1315 1310 1305 ow ca ce 11 t 15 ob°'tK�?, 11 x rn 6.50, LA ��-c o r L1 o 5.00' 2 m a, -- 00 +Q 1 �,'� C'� + o 1 > Ld 1� 6 � o V) + Q �� O� 1 I1 L6 ,�; Lo � v v0) � �, 11 �� it V) 0 U 11 v0� NOTE: SEE TITLE SHEET TO VIEW TYPICAL CROSS SECTION OF FRANKFORT AVE. CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT C1 16°15'37" 112.00' 31.79' 16.00' C2 212'31'13" 38.00' 140.95' 130.29' C3 89°58'21 " 35.00' 1 54.96' 34.98' C4 90°03'07" 35.00'____F55.01' 35.03' i 20 0 20 40 60 im PER CITY ur FONTANA STD. FLAN NO. 1000 95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. PLAN N0. 1000 „ O9 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. DETAIL 104; W=8' 13 REMOVE EXISTING ASPHALT AND CONSTRUCT 4" AC PAVEMENT OVER 12" MINIMUM OF BASE. Scale 1 = 20' PREPARED UNDER THE DIRECT SUPERVISION OF: SHOULD THE CONSTRUCTION OF THE �RoFESSI�_ _ CITY OF FONTANA. CALIFORNIA PROP. R/W � 20 v0 71 �Q�Cc�C�C� �Oo �[I�11 � �C�Ct'M�C�C� /r,��C�C�� REQUIRED IMPROVEMENTS NOT �� P M RAY 9< � e (o� Me :�ANOPLANN/NG o COMMENCE WITHIN TWO YEARS OF ,���" � �0 2c QV-11�W��� C/V/L ENG/NEER/NG SECTION 4216/4217 OF THE GOVERNMENT CODE THE DATE OF APPROVAL SHOWN � ��' �d 2 �]C���CL�I���IC� •GPCMROBOTC/SURVEr/nrc "RECORD DRAWING" STREET IMPROVEMENTS REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE HEREON AND CARRIED FORTH IN A w J c_ � Q��[� •C �3DLASERSCANN/NG ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE DILIGENT MANNER, THE CITY � 3 No. 57580 � � DRAWN BY1 "THE FOOTHILLS", TRACT 2183 SCALE' H: 1" 20' VALID FOR YOUR DIG ALERT I.D. NUMBER CALL ENGINEER MAY REQUIRE REVISIONS � EXP. 12-31-2007 � NLT STREET IMPROVEMENTS V: 1" 4' 2001 E. FINANCIAL WAY STE. 104 1GLENDORA CA 91741 FRAN ORT AVENUE {{{ UNDERGROUND SERVICE ALERT TOLL FREE 0 RECORD DRAWINGS 5j26/09 MEGI .� TO THE PLANS TO BRING THEM INTO s� C � ��. PHONE: ( 914-5788 FAX: (s ) 914-5757 EB: .megi.bz DESIGN BY. � _____, , DATE; 1800-277-2600 TWO WORKING DAYS BEFORE YOU CONFORMANCE WITH CONDITIONS AND qTF IVI F��� WMRJ FROM FOOTHI BLV N RTH F THILL BLVD. 02 MAY 06 �� �� DWG N❑a / / �,f STANDARDS IN EFFECT. CHECKED BY.�- . APPR❑VED Y1 2 DIG 1 REVISIONS ON FRANKFORT AVE. 7 16 08 MEGI �F CA1-� REV, REVISI❑N DESCRIPTI❑N DATE ENGR, CITY DATE WILLIAM M. RAYMOND JR .C.E. 57580 EXP. 12/31/2007 WMRJ �;-f-at 3908 5