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Home My WebLink About2354-3HORZ: 1" = 40' VERT: 1 " = 4'. �4_ - 0 SCALE 1 "= 40' w 30' � 30' z � 10' 20' 20' 10 I 0.5'� 4 4 4 10' @DWY'S LEVEL LINE TYP . 1 4 1/4 // t/2fi 2 GAS 2 � ^\16" WATER 'x'16" WATER r J J J I I { J r � 15' 6' 1 a o N 014 N Cm N +� D +, O EXISTING MAIL BOX 41 D : O m O d N U O D Up U ol1_ o > > ca �- o ,� L E _ J N W' 00 U -4-' C J N 00 C: ff)•d X m �� t- d C •� m Lou I- U +' U E-- r2 o 14101014 a N v u j W a� F� 0)Q Lnco n h -It 0) h t) Co O N QO N 1 d d rna� rn �t rn d rn m rn Jn rn tr) rn 0 14 16 q13 Q 13 t- + LO V-) 4 / . ,Z 915 w 30' � 30' z � 10' 20' 20' 10 I 0.5'� 4 4 4 10' @DWY'S LEVEL LINE TYP . 1 4 1/4 // t/2fi 2 GAS 2 � ^\16" WATER 'x'16" WATER r J J J I I { J r � 15' 6' 1 EXISTING MAIL BOX EXISTING TREE 14101014 12 12 15 1 C14 041 41 3 N N r- :-00 3O N O d- � U O � � U N O v � Sari BernardinoLL_ 0 oLi- > 0 0 LL_ A venue > tY � h S •L U J j U � U O —! 00 � C: cm ,` L m•� � m a , �� I II 8 II � •Ci X •� 0 ii V X U N I v -C ,° � °� -co,°Ua;o ,° � Lo CA 0 00 LO OII 44' 44' II 3 v � U U r U 'S W U m� F-- � W Q F- m .- I r- (0 0)O O N OM � d- LO CO h 00 O O N N m N fl � I co (0 co h h h h h h h h h h CO 00 ao ao ao CO U) o)_rn 0) 0)_rn a) 03 rn 0)0)a) 0) 0)_rn _� 0) 0) rn I , 4" GAS 14 � X10 r 16 13 14 � 10 13r 10 13 14 16 14 13� �•'� 12 ��ti 12 12 /�O go _ 60' 1 _ 60' _ _ _ _60' -- 6'Transition :{ .:.- -' 60' 60' 60'6 01 r - -- - A -IC - t ' x � 193 N 194 195 196 N 197 a Jure er --- - - - - -- - -- o -- - - - -- - - - - - - -- - �} - - - 2. - - -- - o ------------------1 ----- Y---- - ..Y ----- -Y_ t• r<- !d ii_ `.i . - ----------------------------- � -10 Transition'---' .-:=- -,. ;Ir • r -__ '-: ;� `-•'�:-,:f;.• ::4a`�- , 60 6 60'---- r , I \--------- r J + Existg Wire/Fence d �, N ---D- `` �----------- — 12 0) 41 6 t7 i1 tt7 o LO Q J I(— � n BENCH MARK (see sheet 2 of 3 for location): 12 12 u 12 (12 lowLG. SPIKE IN P.P. @ ECR OF N.E. CORNER OF VALLEY BLVD. 15 15 AND JUNIPER AVE. ELEV. = 1119.94 1-800-422-4133 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS IT'S THE LAW! CALL AT LEAST TWO THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY DIAL BEFORE WORKING DAYS PRIOR FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, YOU DIG! L TO EXCAVATING INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE UNDERGROUND SERVICE ALERT PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE OF SOUTHERN CALIFORNIA SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 10' Transition 48.73' h- r n � 0 44 -1 - N / I I I I 4 198 2 0 199 � C� A venue / I SMH / � I t r I 0 60' 60' 60' 51 o I , W II, II U) M I ( I c4 4» GAS I I - ' I II ( II Sari Bernardino UNDERGROUND UTILITIES &STRUCTURES A very u e (� RECORD KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. JADDED"RECORD DRAWING it DATA it 2.3 Tl V. f,(41 14,15-91 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 110" SEWER r\ I \�r JUNIPER AVENUE TYPICAL SECTION (Sta. 194+05 to Sta. 198+20) HORIZ. SCALE 1' 10' VERT. SCALE N.T.S. I IJ 4' 0.5' 01 0'@DWYS TYP. I �_ NOTE: ADJUST SOIL TO GRADE BEHIND NEW CURB AND AT EXISTING DRIVEWAYS ( COMPACTED NATIVE MATERIAL 2 CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 101 4 REMOVE EXISTING A.C. PAVEMENT (INCLUDES EXISTING A.C. BERM) 10 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY STD, DETAIL 103 (LOCATIONS AND WIDTHS SHALL BE VERIFIED IN FIELD BY CONTRACTOR) 11 CONSTRUCT 4' WIDE (4" THICK) CONCRETE SIDEWALK PER CITY STD. DETAIL 105A 12 SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK AND CONCRETE/A.C. DRIVEWAY APPROACH 13 *REMOVE AND DISPOSE OF EXISTING TREE, REMOVE ROOTBALL AND REMOVE SURFACE ROOTS TO A MIN 3 FT. DEPTH BELOW SUB GRADE OR TO THE SATISFACTION OF THE CITY INSPECTOR 14 ADJUST EXISTING WATER METER BOX or TELE VAULT TO GRADE (WATER METER BOX TO BE RELOCATED BY FONTANA WATER COMPANY; TELEPHONE VAULT ADJUSTMENT TO BE DONE BY PACIFIC BELL) 15 *ADJUST EXISTING FENCE GATES TO NEW GRADE 16 *REMOVE AND RELOCATE EXISTING MAIL BOXES BEHIND NEW CURB *NOTE: SEE SPECIAL PROVISIONS, SECTION 300-1 "CLEARING AND GRUBBING"LL O O � O� � r- 0 U U 0 c DD O � N U N Q 'S W N � � (Y] r--� V) 00 00 a TYP.) REPLACE REMOVED ASPHALT AT ALL AFFECTED DRIVEWAYS. CONSTRUCTION NOTES Q CONSTRUCT 5" AC PAVEMENT OVER 12" OF 95% DRAWING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR PREPARED UNDER THE SUPERVISION OF: 3/4- /96 FELIPE U. MOLINOS, P.E. Date LEGEND - - EXISTING RIGHT OF WAY LINE EXISTING CURB & GUTTER T �•AC BERM EXISTING AC BERM ---------- EXISTING EDGE OF PAVEMENT EP �-8" CURB CONC CURB ONLY 99.99 EXISTING EDGE OF PAVEMENT (99,99) EXISTING EDGE OF PAVEMENT -- --- WATER ------ - SEWER --- --- GAS — SCE CAN -------------------- TELEPHONE ______= STORM DRAIN ❑ EXISTING WATER METER BOX 9 el�l �SCITY OF FONTANA, CALIFORNIA 4 2 FELIPE U. MOLINOS � DRAWN BY: SCALE: STREET IMPROVEMENT PLAN � No. 40964 � R. Sandoval 1"=40' * Exp. 3-31-99 DESIGNED BY: JUNIPER AVENUE DATE. R. Sandoval From Approx. Sta.194+05 to 198+20 01/11/96 CIVIL s'>�TF CHECKED BY: APPROVED BY: DRAWING NO.: OF� 3 F. Molinos CITY ENGINEER �C�. 25126 Date' F EXISTING MAIL BOX EXISTING TREE 14101014 12 12 15 UNDERGROUND UTILITIES &STRUCTURES A very u e (� RECORD KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. JADDED"RECORD DRAWING it DATA it 2.3 Tl V. f,(41 14,15-91 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 110" SEWER r\ I \�r JUNIPER AVENUE TYPICAL SECTION (Sta. 194+05 to Sta. 198+20) HORIZ. SCALE 1' 10' VERT. SCALE N.T.S. I IJ 4' 0.5' 01 0'@DWYS TYP. I �_ NOTE: ADJUST SOIL TO GRADE BEHIND NEW CURB AND AT EXISTING DRIVEWAYS ( COMPACTED NATIVE MATERIAL 2 CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 101 4 REMOVE EXISTING A.C. PAVEMENT (INCLUDES EXISTING A.C. BERM) 10 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY STD, DETAIL 103 (LOCATIONS AND WIDTHS SHALL BE VERIFIED IN FIELD BY CONTRACTOR) 11 CONSTRUCT 4' WIDE (4" THICK) CONCRETE SIDEWALK PER CITY STD. DETAIL 105A 12 SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK AND CONCRETE/A.C. DRIVEWAY APPROACH 13 *REMOVE AND DISPOSE OF EXISTING TREE, REMOVE ROOTBALL AND REMOVE SURFACE ROOTS TO A MIN 3 FT. DEPTH BELOW SUB GRADE OR TO THE SATISFACTION OF THE CITY INSPECTOR 14 ADJUST EXISTING WATER METER BOX or TELE VAULT TO GRADE (WATER METER BOX TO BE RELOCATED BY FONTANA WATER COMPANY; TELEPHONE VAULT ADJUSTMENT TO BE DONE BY PACIFIC BELL) 15 *ADJUST EXISTING FENCE GATES TO NEW GRADE 16 *REMOVE AND RELOCATE EXISTING MAIL BOXES BEHIND NEW CURB *NOTE: SEE SPECIAL PROVISIONS, SECTION 300-1 "CLEARING AND GRUBBING"LL O O � O� � r- 0 U U 0 c DD O � N U N Q 'S W N � � (Y] r--� V) 00 00 a TYP.) REPLACE REMOVED ASPHALT AT ALL AFFECTED DRIVEWAYS. CONSTRUCTION NOTES Q CONSTRUCT 5" AC PAVEMENT OVER 12" OF 95% DRAWING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR PREPARED UNDER THE SUPERVISION OF: 3/4- /96 FELIPE U. MOLINOS, P.E. Date LEGEND - - EXISTING RIGHT OF WAY LINE EXISTING CURB & GUTTER T �•AC BERM EXISTING AC BERM ---------- EXISTING EDGE OF PAVEMENT EP �-8" CURB CONC CURB ONLY 99.99 EXISTING EDGE OF PAVEMENT (99,99) EXISTING EDGE OF PAVEMENT -- --- WATER ------ - SEWER --- --- GAS — SCE CAN -------------------- TELEPHONE ______= STORM DRAIN ❑ EXISTING WATER METER BOX 9 el�l �SCITY OF FONTANA, CALIFORNIA 4 2 FELIPE U. MOLINOS � DRAWN BY: SCALE: STREET IMPROVEMENT PLAN � No. 40964 � R. Sandoval 1"=40' * Exp. 3-31-99 DESIGNED BY: JUNIPER AVENUE DATE. R. Sandoval From Approx. Sta.194+05 to 198+20 01/11/96 CIVIL s'>�TF CHECKED BY: APPROVED BY: DRAWING NO.: OF� 3 F. Molinos CITY ENGINEER �C�. 25126 Date' F EXISTING MAIL BOX EXISTING TREE 2354 N N 41 4 O N � � a O � o � 0 N o � 0 OC) N m N o�o O� p C:� 3 � o � U � N aUi 'p U 0. Q) I_ r � :E Oq d m 00 N h 00 O O O O L0 I� m N ff') � L0 1.17 In Jn Co Co CU Co Co Co 0)_ rn rn_ rn rn rn rn rn w T � 14 L�` 10 13 13 14 16 10 / 01� 12 b