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Home My WebLink About4401-5m - r5-, U E rn v m w CL 0 m 0 z 0 LL_ 33.94' -� FRZSMI 7 7 0 N j EXISTING GROUND f'� JI� Cd � N o inn nn' yr AT LEFT EP -'` o o - - -- ��/� ca"' I z �' cb aad M V_ PVI srA=33+50.00 -'� ,�� i ^ EXISTING' I � Q) PVI ELEV-17133.95 �- �" "' �i� o i N o GROUND -� a I �; + W W ^ �- t r _ _ - a AT LEFT EP \ o �i ZI M Izo � 5151 �'� \_. ^XISIING4-�t�DGT d p co / ' % Q p ^ j. ce �' O PA b'�EIvNGI*ii r v� o o / / Q o ^ wrn o Id OI 1Z.) 1 w / m� �.; �� .15g Oi U � � DO �. / W � ^ ^ i COD co r. � i .� + I CO �� PROPOSED ED��E � i a I W o I �_ M 01 I . OF PA VEMENT I a _ �..��' 1780 LT - a0 , + p 1795 L , O +I,, - + �, ;�i �I�I I,,- EXISTING FINISH 00 SURFACE A T C�L I EXISTING' GROUND p .-� 2•��" _, ►� o + ^ �' - Q "_ ,_'%, PROPOSED EDGE .� +10,11 A T LEFT EP " ^ o r � r O V! n i !� ill A � O _ _is® ` i+ r �� A it A ra 1r' 1 _� \ 1^\. � M � � + h � // 100.00' VC E, ,I S V , IS G GRWOUN1r �' ur 1 A 4Vr-Mr-I`l I V rn vi / W O NI^ ?� o� 0,-A_�Z an AT C/I' l O \ + � I_/ In V PVl %E1EV=17134.43%ew , \ M � �O a I� � i \ `' ' - W �r Z EXISTING GROUND qoj@� ewnri • �'1 i'a nra n . �A -f• n /i i1 h 4. m Onnn cern rnnr AT �' /1 -� ai_ �I ��t o �'�'' ! a \ 4 "� Ind :�I �i ,r O PROPOS' i�.2cu �u��c .../ c� N t o + ao �%' 1 Q + v "� IImo`0.21 ° O nF PA 1 EAI FIU T 4 I o v � I '� I .' � I V i \ .^ !i l O I I ONO SIC3 toR 9i�: ;?I^ ROPO:�ED FINISH -1 z "I �I : )W0,00,® oI� \- o o +IMI` �'� SURFACE AT C,/L oI^ ^ _ ,m ole �• 1795 CIL ,- 1780 CIL � � ,,� + � I � �' LLI Q Q I� n�7,_7 � J N I � I _ � � z o I CN PROPOSED FINISH I ci cs 7/11 ' o +10 oSURr I M EX1Sl7NG GROUND o oVC inn nn' �- - _ 3•` �� A T RIGHT EP + �� a aIQUQp L'PVI STA=33+50.00 \ + _� ,/ O I �. ; ^ U PVI ELEV=1753.95 v Z _ o o I N EXISTING GROUND � x - i PROPOSED FINISH 1 I I GHT EP o J `' \ +Iz ^I EXISTING TOP a' � ,� o `o � / /� Q � o � R ~ ^ ^5�� OF A.C. BERM SURFACE A T CIA �! I °' I O I rn v i \+ o I 12.E I NI^ co ,�. �I� `+ice / ��'R PROPOSED EDGE W �I �I� �i� M�� o �I� �,�0^�'�' �i�� `OF PAVEMENT ol� �I� ��' 1780 RT R o , - �,- NO � 1795 RT y� cj 4. N 04r: Ax-mr- tl_� 4. PROPO-SED 1=DGF ± i° "' 2'- Q OF PA VEMIENT In. _ Z Z O cli �.) ; . �- o 'o + i A / PROPOSED EDGE 0 57� M I OFPA Vt Mt l'V I s EXI S77NG GROUND AT RIGHT EP PROFILE SCALES HORIZ.: 1 "=40' VERT.: 1 "=4' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 / l 1-133-94 LF 1RANSITION j ,PST Boz + �L f v z + COAISTRUC77ON NOTES z ` 00 _ 1795)_ �� -� "' �o �� 1 CONSTRUCT 0.38' A.C. PAVEMENT OVER 0.50' CLASS 2 AGGREGATE BASE. t 1� �- - �` c) 1 uj Q ��`�� "f m z co J - 4O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT PROPOSED VERIZON FO REMOVE PORTION OF EXISTING A. C. BERM (BY OTHERS) ,Bz -� - - - 5.28 - O ' 73.15 76. ( 79.29 82:54 85.64 DAYLIGHT LINE 88.59 36+32.O6 . _O r- 1 - - - - _ - . $ O GRIND AND A.C. OVERLAY (1 1 /2 MIN) OVER EXISTING PAVEMENT 9 . O ! 92.01 ,- PROP. R/, W 2. 1 � _ r . FL - Z - - �- - r74 FL FL FL FL O__ --- --- - - - --- --- - - - --- --- - - - --- --- - - - --= - - --- --- _ - - --- --- --_ -- ------ - - --- --_ ---- _ _ S -TEP REMOVE PORTION OF EXISTING FENCE Fe ru 73.657690 79.79' PROP. EP 83.04 0 86.14 �® =- ---® -- �92: 51:®- s_ 93 ' 6 _ - _ ,L - 96:88 6 °° 38+00W EP EP EP EP ('`� N - EP . _ - - 89.09 '�-� - EPg5FS - 31+00_ 1 32+00 (PROP. C/L 33+00 �_�- __� EXIST -R/W EP-35+0�,� 36+00 EXIST C�L �:, 34+ - BER 79.79 - -- - 00 % 95.79 4 T q.C. MEXISTFEN CE5 PROPOSED WATER --�`_- _ - '83.0 coN 1 89.09 4 93.56 5 EP 10 EXIS 7690 0 0 �� (BY OTHERS) EP _ EP ROP. EP - -�,/-= W ------W---- --. #- - =- -- - �/----------W-- - -----W B -EP ---W-----\,✓---- -------�,1 --EP_ -- EP --- EP EP 1 92.51 � _max-maEXIST. _RIW. _ f r o O O O �� O O O DAYLIGHT LINE - _ _ Y - �`-" -(1800 l - PR . Pte, R/W _ - XIX XIX -_ �.BC -37+16.55 REMOVAL i Q r/ - - - _ -8 ��364-32.06 END .BERME - END.�FENCE REMOVAL a - ( - 35+00.27: _-'" �� --JOIN. EXISTING -EP EXIST RIW - _ _ _ .. 1a05 - - L BEGIN BERM' REMOVAL (96.6 1) TB . EXIST. C/ -. � - C E - � _ - AO - _ - _- - -- �'`'._ -- FEN -E'R MOVAL- 1_.- ' - mX --�� BEGIN - ) EP rnE -- - - _ 1 _ LEGEND _ - - - EX (A190 _R/W 0�1 i \. '- f EXISTING 7g5)-.. � f;. SAWCUT/REMOVE pF ESS/0 A. C. PAVEMENT ��`' P • CAS GRIND AND A.C. OVERLAY 1 11201 MIN OVER EXISTING PAVEMENT rri N0, 78044 EXP, 09/30/13 JTgrF CNIL \�\P %/Z// � OF CAI- REGISTERED ENGINEER R.C.E. 78044 DATE BASIS OFBEAwNG ,%/Mri C ^ � c IZ A 1�1 in mr" ne% A 1'1��_�.,M _.� �_.�.ft 0%L1� MF-...�.Y,.�,. � . ISM -w, LEGAL DESS:CURVE LINE DATA E 66, INCLUSIVE, N THE OFFICE OF THE COUNTY 5- RECORDER OF SAN COUNTY, BEING 1 " = 40' NORTH 0OP30'24' WEST. N N BENCH BWATER p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA D AN DISTRICT SO. O 0 ADDED PROPOSED FIBER OPTIC AND WATER UTILITIES. 06/12 DN NC 06/12 Q�OF ESS11 E 11CASC N C 1992 RANCHO CUCAMONGA, NEAR THE �10 . 80s9��, STREET IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AIS CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,``� J �` � C 0 N S U L T I N G o COMMENCE WRHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN c c.� o r , 937 SOUTH VIA LATA, SUITE 500 DRAWN B GS AS SHOWN ABOVE ST CORNER OF CHERRY AVE AND SUMMIT AVE. 101 =' z INTERIM LYTLE CREEK NORTH ROAD SCALE: FEET WEST OF THE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CRY ENGWEER W m FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING No. 42280 COLTON, CA 92324 DESIGNED BY: STA. 30+00.00 TO STA. 37+16.55 DATE: -� ON THE ST CORNER OF A 10 FOOT WIDE CATCHBASN BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 03/31/10 PH. 909 783-0101; FAX 909 783-0108 OS JUNE, 2008 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. YOU DIG YOU DIG PREPARED BY: STEVE J. HOSFORD R.C.E. N0. 42280 0A FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH J�'9l CN I� O��\Q' EXP. DATE. 3/31 /10 CHECKED BY: APPROVED BY: DRAWING NO.: 5 o BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 F CAS\F o NAVD 88 _ 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF DATE: SJH CITY ENGINEER R.C.E. 51152 DATE: X01 6 J CXCM� PMC 0M%-XER F r nT I t t T t1 11Vr yr , QUARTER OF SECTION 23, TOWNSHIP 1 BEING A SUBDMSION OF A POR110N OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIPDELTA/BEARING L l 1 L Ck..,rn==t\ V�tJl 1-1 1 �Jf-'II..JNORTHEAST RADIUS LEN./DIST. TANGENTAr 3 NORTH, RANGE 6 WEST, SAN BERNARDINO IVERIDM 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. A N50'38'12"E - 632.06' - �' � AS SHOWN ON AMENDING MAP OF TRACT NO.13750, FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH GRAPHIC SCALE 40 0 20 40 80 B 5'41 '42" 850.00' 84.49' 42.28' E 66, INCLUSIVE, N THE OFFICE OF THE COUNTY 5- RECORDER OF SAN COUNTY, BEING 1 " = 40' NORTH 0OP30'24' WEST. N N BENCH BWATER p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA D AN DISTRICT SO. O 0 ADDED PROPOSED FIBER OPTIC AND WATER UTILITIES. 06/12 DN NC 06/12 Q�OF ESS11 E 11CASC N C 1992 RANCHO CUCAMONGA, NEAR THE �10 . 80s9��, STREET IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AIS CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,``� J �` � C 0 N S U L T I N G o COMMENCE WRHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN c c.� o r , 937 SOUTH VIA LATA, SUITE 500 DRAWN B GS AS SHOWN ABOVE ST CORNER OF CHERRY AVE AND SUMMIT AVE. 101 =' z INTERIM LYTLE CREEK NORTH ROAD SCALE: FEET WEST OF THE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CRY ENGWEER W m FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING No. 42280 COLTON, CA 92324 DESIGNED BY: STA. 30+00.00 TO STA. 37+16.55 DATE: -� ON THE ST CORNER OF A 10 FOOT WIDE CATCHBASN BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 03/31/10 PH. 909 783-0101; FAX 909 783-0108 OS JUNE, 2008 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. YOU DIG YOU DIG PREPARED BY: STEVE J. HOSFORD R.C.E. N0. 42280 0A FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH J�'9l CN I� O��\Q' EXP. DATE. 3/31 /10 CHECKED BY: APPROVED BY: DRAWING NO.: 5 o BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 F CAS\F o NAVD 88 _ 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF DATE: SJH CITY ENGINEER R.C.E. 51152 DATE: X01 6 J