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Home My WebLink About4924-2^ o o^ o o M o0 0 0 o0 0 r- 00 .- 00 `. o O^ or o0 +ca o� _o 00 �00 �°° Como - _00 O 4: + o tet' 00 6 LnO O 6 t7 + CO N tn 00 vu vv vv. i� 0 CD 00 C5 00 00 LO 00 + M o 00 EXISTING W'LY - I oo :° TOP OF CURB # - - Ocn OU_ cno Cl Cl 880 W'LY �TC N 6LO o cl CR t , / a _ , [ i , , . _ , , , i , t , , [ , , , . , , . , a t (n i . pV" [ I , O� a , , 00 [ ,- , -�N t [ . , +� I , �� I , cn O LT CD w O M � oo O O +00 O 00 0o • - cn N 00 O U_ oo w O o 0 o ca + � 00 00 °�° 00 cn o '1 c�C�l o o^ o rn `n om �� 0000 00 -------- C3 � o� CD oco c; co Cci D +C6 �C6 o00 Sao cn ------ CDo Col �` M «o r- + cc + co , co 000 00 oo� o�` O� o� oM +o X000 �00 00 moo .— ao —� N CDU_ 001D �O +o +LOO M00 �00 26.69' 0o wo 00 ^ ± 00 %- 00 � 00D0 00 00 - - - 20.44' CO + o o oo 00 EXISTING GRADE - - - v m 002 0 4CENTERUNE 20.38' c CR 15.35' 25.24 v m 00 m omo U Do C9 N 2m �Go U 19.30' - w o 19.30 ^c, co v +�z a Q) �w 00 Cl ov �U e O d.o ,_ I a _ , t = , , , , t , , ao v ^ o + �-? 79.00') t , ao 0 00 ^ o0 o ao o \ CENTERLINE a I a i � _[ [ [ , - f a t t i I a a t i. I I _ . . t i , I 1- I -t , 1 �� , -�, , , , - _- _ �- � � O - � Go dN' M m 880 CENTERLINE , i m . L.. `t' o o rn EXISTING 'r? Oo iii cow O 30.40' T 4' 7' 30.60' o �' ^ m oo ^ U �+ o 0o rn EXISTING + ^FL o ann DOoom 00o6w 00 U _ O O c� o TC t- 00 + c� '� 0 0 O ^ ~ o w o o �� + ca : ovo rn z o) o ^ O ^ o 00 q v + c6 c6 w co omo (0 ) C) o � EXISTING EXISTING cy) Co C�l + L6 ¢cam o ' 000 0 w 82� -- ¢ ^� c� c� °" ± CO o rn TC FL i a`no - 00 �n 0000m _ — . 3 0 FLOWLINE PROPOSED ¢ J CO + d' •- CO PROPOSED co o o v �- �- — :0.37 0 . ® DRIVEWAY CURB RETURN CURB RETURN "i n m 00 — — 0 52% co o o — — 0.59 PROPOSED FLOWLINE PROPOSED . I - N..w CURB RETURN ' ® DRIVEWAY CURB RETURN r.. , I - V o - - - - - - O co 00 CD r6 re) Ico _ N M 001 00 co 8,80 ELY/,T C . ,I , 00 , • _ t , _ I , 1 , , , f , , , , a t = _ _ _ _ , t I , 2 PROFILE SCALE: _ - HORIZ. — 1" = 40' - 10+00 11+00 12+00 CD F �'IrA�9�0�0 MAR AY AVE. MATCH LINE SEE SHT, 3 v_ W= I.Uu - --_ - V=5.00' VERT. - 1" = 4' 13+00 14+00 15+00 16+00 17+00 BENCH MAW SAN BERNARDINO CO. BENCHMARK NO. "BM A" CHISELED SQUARE ON TOP OF NORTHEAST CURB - EAST CURB RETURN NORTHEAST CORNER INTERSECTION OF ETIWANDA AVENUE AND MARLAY AVENUE, PER C.S.F.B 4015/851. ELEVATION = 877.42' (NGVD '29) BAW OF 8 00 THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRC CORS STATIONS "SPMS' AND "MSOB", BOTH PUBLISHED ON CSRC DATA SHEETS, BEING N 65'34'50.8925" E (2007.0 EPOCH). DIA�17 AY LE � T TOLL FREE -qqmmF'w' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -Air- 0 20 40 80 120 SCALE:1 "=40' A " 02m -l"_10 i .-. o O O Cl 0 A 1 50.00' 79.00' O O B O ^ O o ^ �- o ^ M o + LO0 00 i , _ _ _ , i [ _ _ t _ , i , , , . , , C) 0 , , _ _ �\ O , , - O' Lc)+ 0 = , , , O _ [ QN) _ o , , , 1 + oo . I . Q) 00 v ^ O O CD REVISION DESCRIPTION N ^ r-:00 00 000 000 v 0c) ^ o o^ o o M o0 0 0 o0 0 r- 00 .- 00 `. o O^ or o0 +ca o� _o 00 �00 �°° Como - _00 O 4: + o tet' 00 6 LnO O 6 t7 + CO N tn 00 vu vv vv. i� 0 CD 00 C5 00 00 LO 00 + M o 00 EXISTING W'LY - I oo :° TOP OF CURB # - - Ocn OU_ cno Cl Cl 880 W'LY �TC N 6LO o cl CR t , / a _ , [ i , , . _ , , , i , t , , [ , , , . , , . , a t (n i . pV" [ I , O� a , , 00 [ ,- , -�N t [ . , +� I , �� I , cn O LT CD w O M � oo O O +00 O 00 0o • - cn N 00 O U_ oo w O o 0 o ca + � 00 00 °�° 00 cn o '1 c�C�l o o^ o rn `n om �� 0000 00 -------- C3 � o� CD oco c; co Cci D +C6 �C6 o00 Sao cn ------ CDo Col �` M «o r- + cc + co , co 000 00 oo� o�` O� o� oM +o X000 �00 00 moo .— ao —� N CDU_ 001D �O +o +LOO M00 �00 26.69' 0o wo 00 ^ ± 00 %- 00 � 00D0 00 00 - - - 20.44' CO + o o oo 00 EXISTING GRADE - - - v m 002 0 4CENTERUNE 20.38' c CR 15.35' 25.24 v m 00 m omo U Do C9 N 2m �Go U 19.30' - w o 19.30 ^c, co v +�z a Q) �w 00 Cl ov �U e O d.o ,_ I a _ , t = , , , , t , , ao v ^ o + �-? 79.00') t , ao 0 00 ^ o0 o ao o \ CENTERLINE a I a i � _[ [ [ , - f a t t i I a a t i. I I _ . . t i , I 1- I -t , 1 �� , -�, , , , - _- _ �- � � O - � Go dN' M m 880 CENTERLINE , i m . L.. `t' o o rn EXISTING 'r? Oo iii cow O 30.40' T 4' 7' 30.60' o �' ^ m oo ^ U �+ o 0o rn EXISTING + ^FL o ann DOoom 00o6w 00 U _ O O c� o TC t- 00 + c� '� 0 0 O ^ ~ o w o o �� + ca : ovo rn z o) o ^ O ^ o 00 q v + c6 c6 w co omo (0 ) C) o � EXISTING EXISTING cy) Co C�l + L6 ¢cam o ' 000 0 w 82� -- ¢ ^� c� c� °" ± CO o rn TC FL i a`no - 00 �n 0000m _ — . 3 0 FLOWLINE PROPOSED ¢ J CO + d' •- CO PROPOSED co o o v �- �- — :0.37 0 . ® DRIVEWAY CURB RETURN CURB RETURN "i n m 00 — — 0 52% co o o — — 0.59 PROPOSED FLOWLINE PROPOSED . I - N..w CURB RETURN ' ® DRIVEWAY CURB RETURN r.. , I - V o - - - - - - O co 00 CD r6 re) Ico _ N M 001 00 co 8,80 ELY/,T C . ,I , 00 , • _ t , _ I , 1 , , , f , , , , a t = _ _ _ _ , t I , 2 PROFILE SCALE: _ - HORIZ. — 1" = 40' - 10+00 11+00 12+00 CD F �'IrA�9�0�0 MAR AY AVE. MATCH LINE SEE SHT, 3 v_ W= I.Uu - --_ - V=5.00' VERT. - 1" = 4' 13+00 14+00 15+00 16+00 17+00 BENCH MAW SAN BERNARDINO CO. BENCHMARK NO. "BM A" CHISELED SQUARE ON TOP OF NORTHEAST CURB - EAST CURB RETURN NORTHEAST CORNER INTERSECTION OF ETIWANDA AVENUE AND MARLAY AVENUE, PER C.S.F.B 4015/851. ELEVATION = 877.42' (NGVD '29) BAW OF 8 00 THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRC CORS STATIONS "SPMS' AND "MSOB", BOTH PUBLISHED ON CSRC DATA SHEETS, BEING N 65'34'50.8925" E (2007.0 EPOCH). DIA�17 AY LE � T TOLL FREE -qqmmF'w' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -Air- 0 20 40 80 120 SCALE:1 "=40' A " 02m -l"_10 CURVE TABLE ® DELTA RADIUS LENGTH TANGENT A 90'52'84" 50.00' 79.00' 50.46' B 48020'28' 30.00' 25.24' 13.42' C 4919'370 30.00' 25.24' 13.42' D 43'68'37' 35.00' 26.69' 14.03' E 5956'48" 20.00' 20.44' 11.21' REVISION DESCRIPTION CURVE TABLE ® DELTA RADIUS LENGTH TANGENT A 90'52'84" 50.00' 79.00' 50.46' B 48020'28' 30.00' 25.24' 13.42' C 4919'370 30.00' 25.24' 13.42' D 43'68'37' 35.00' 26.69' 14.03' E 5956'48" 20.00' 20.44' 11.21' 18+00 19+00 .UTL" LE -COO x� EXISTING STREET LIGHT -. WM = WATER METER PROPOSED STREET LIGHT = ' TELEPHONE PEDESTAL EXISTING UTILITY POLE _! TRANS PAD = TRANSFORMER PAD RELOCATED UTILITY POLE ELEC VAULT = ELECTRIC VAULT � - WV = WATER VALVE F.H. = FIRE HYDRANT SMH = SEWER MANHOLE - TRFSIG = TRAFFIC SIGNAL SDMH = STORM DRAIN MANHOLE - - = SIGN _ PB =PULL BOX __ TELMH = TELEPHONE MANHOLE 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 STANDARDS IN EFFECT. 20+00 QR�FEsSl �Nq Prepared Under The Supervision Of RD sT�Fti� Thienes Engineering, Inc. CML ENGINEERING • LAND SURVEY/NG \ �1 rn 14349 FIRESTONE BOULEVARD LA MIRADA, C,r4UFORNG4 90638 * r R.C.E NO. 56155 * PH.(714)521-4811 FAX(714)521-4173 Exp. 12-31-12 :T 9�F C 1 V 1 �- O�W� Date :z-[5- Z. OF C AL�� REINHARD STEN EL RCE NO. 56155 DRAWN BY: 0C� D SAW—CUT &REMOVE EXISTING CONCRETE CURB &GUTTER. D REMOVE EXISTING CATCH BASIN. 3O REMOVE EXISTING TREES. 4O REMOVE EXISTING CONCRETE DRIVEWAY. O REMOVE EXISTING SIGN. 6O REMOVE EXISTING CONCRETE SIDEWALK. 7O REMOVE EXISTING CONCRETE CURB RETURN. 8O REMOVE/ABANDON EXISTING WATER METER. 9O REMOVE/RELOCATE EXISTING TELEPHONE PEDISTAL 10 REMOVE/RELOCATE EXISTING FIRE HYDRANT. 11 REMOVE/RELOCATE EXISTING STREET LIGHT PER CIN OF FONTANA STDS. 12 RELOCATE EXISTING POWER POLE PER SCE FORCES. 13 PROTECT EXISTING POWER POLE IN PLACE. 14 PROTECT EXISTING FIRE HYDRANT IN PLACE. 15 PROTECT EXISTING STREET LIGHT IN PLACE. 16 PROTECT EXISTING SCE VAULT IN PLACE. 17 PROTECT EXISTING SIGN IN PLACE. 18 ADJUST EXISTING U11LIlY MANHOLE TO GRADE. GADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. 20 ADJUST EXISTING WATER VALVE TO GRADE. 21 CONSTRUCT 8° CURB &GUTTER PER CITY OF FONTANA STD. PLAN 1000. 22 CONSTRUCT COMMERCIAL DRIVEWAY PER CIN OF FONTANA STD. PLAN 1002.(MODIFlED PER DETAIL ON SHEEP 4) 23 CONSTRUCT CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD. PLAN 1003. 24 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. SEE PLAN FOR WIDTHS. 25 CONSTRUCT MODIFIED SIDEWALK PER DETAIL ON SHEEP 4. 26 RELOCATED POWER POLE PER SCE FORCES. 27 COLD PLANE &OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5' (WIDTH PER PLAN) SEE DETAIL ON SHEEP 4. 28 REMOVE EXISTING CROSS GUTTER BACK TO FLOW AND RECONSTRUCT PER CITY OF FONTANA STD. PLAN 403. 29 PROPOSED STREET LIGHT BY SCE FORCES. STOFlM DRAIN CONSTRUCTION NOTES 30 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004, W=7.00' V=5.00'. 31 CONSTRUCT 39" R.C.P., D-1500. 32 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3026. SEE DETAIL ON SHT. NO. 4. 33 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE A. EAVEMEW LEQEM - REMOVE EXISTING PCC PAVEMENT - COLD PLANE - CONSTRUCT NEW PCC SIDEWALK DR 10-OOr4 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN PACIFIC AND MAR LAY AVENUE SCALE: AS SHOWN PLAN AND PROFILE DATE PACIFIC A UEF�tp!W ST 10+00 TO 20+00 .. APPROVED /J ,�� DRAWING NO.:2 'CITY FNGINFFR s,(/ R.C.E.A51152 0� 4924 4