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HomeMy WebLinkAbout4079-1 _ - _ I -z- 116,0' ! m .- - -- ._ ------- I _ W .-I STREET GENERAL NOTES 1395.00 LT i- -- - -- _ - _ --- _ - i ---- - - _ - --r- ,...,‘t-2 - -- -�__ - 1 - - - --- --- - ---i 1395x00 LT 1. AIL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING -E- 1ST-(SOUND 8'7NORTFt-Or y' - � --- - - -= -FUTttRE '"afiI - 18 NORTH OF I OF FONTANA STANDARD PLANS, THE THE CONTRACT PROVISIONS AND SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE _ -__. 0 - _ _ _ . , I "-PROPOSED T.C. ""ROFTE-0-18 -NORTH - _ _ -=- ___ ___1 - _ . I ';---- THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. -`- `--- --- � - --- - - - ---- - _ --- _-__ _- �- �,• - - W� I - _�_ "--""____ ___ __ - °r'` -" ("GREE BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS I -" -' SHALL E THE LATEST EDITION UNLESS OTHERWISE NOTED. CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY 1390.00 LT ` I vc, ! _ � 1390,00 LT _- �-- - - - - _ - _ ,- _ ___ _ - -�-_ - THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO re-- _. - - - - - - - -- __=- -------- - -- -- �- - 4- - -- - 2. HEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE - ---5=-0- --- - - ---- - --- -- - -----1 ------ DOCUM•NTS THAT CAN NOT BE RESOLVED BY REFERENCE TO MONUMENT. 1385.00 LT r -- F i URE T.C. PROFILE. 18' NORM H OF f - _,_ Vs _ _ s, 6' - - N _. _._ j 1385.00 LT PIECE ENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR od �► _ SHALL MMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND r--- �' °° -� FCR R OLUTION. BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE ^ - -- - �- �-- �- -L -- - - - - -- I MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS 1395.00 I _ _ - U; - --_. __ _ PROPOSED AC OVERLAY �' e -_ - 1 -�R--- �- L,, - -- I 3. ALL MA ERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF AND EMERGENCY VEHICLES. CEI -- --- -�- 1395.00 CE TFE C ENGINEER. CV - _i j__ _ _ _- _ - _ ___I_ _ ___ _._i _ .______ _ _ _ _ _ � m �? -_ _ __-_ "' �` � i ---� ------ -E _ ____ ! _ ___ _ 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS !_ -._ _ _ __�_ _____ __.__ _ _____-j_ .__. __ _ ___.._ _ ____ _4.. _ -__. _-_ _ ._ -� _ __ _ __--�n ro _._ _ ___ _ -_ _, .¢ _.__.__..__._.... -__,_.-..-.. _ _ _ __. __ _ 4. (CONST UCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. _ ____ -___- __ ___ _ -__ _ _____ z��.- J�-- FONTAN\ COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING 1390.00 CE I i 0.10% W"' e-- - 1 ; 1390,00 CE DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED = _ .� - m - - `�� - - 1 - -- - - - --="----=_-*. - - - - -} --I C( RDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS WIND VELOCITIES EXCEED 25 MILES PER HOUR. 1- - ONOMMIIMO ,,..___••••=.,_. T _ _ - _ 1 PRIOR 0 THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY - ! __ -_ _.I_ _ • I i WITHIN HE CITY LIMITS. CALL(909)350-7610. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL 1385.00 TE ' - - -- - - I ------ - -- --- rn ------ -- -- "c M ` 1385x00 CE MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE f cv , N d- rrT ---cam- ca---.......,___., r- I - ------ - - - -----I- ---- -- I - -mss--- W - - --- �-c0 CO CO - ��--- - 5. TFE C NTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION --- ---; - _ �_ °° - __ - -` _ _ - i METHO S AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA WITHOUT PRIOR WRITTEN APPROVAL -_ _ ' ��- �V, _ �; - _ __ _-. ___�_ _ _ I MANUA OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS 1395.00 RT .____.� _ ___ __ __ _ rxISTINc�A c�PR�FII F c� �_ _ _ �_ __ -��J - ___.�__ - - ---, 1395.00 RT OTHER ISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 22• NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL t _ _____ _________._.___._ -_..-_. __.._.-+.-_ _ _ _. _ ! OF THE CITY INSPECTOR. `- 6. `T SHA L BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ____ -- � SSU(H OF_ _ TING 'i 1 � �.��� '�' --- --.-..-_____ _- _________ j _._.. EXISIING C. "II • : I - _ j -11 BARRIC DES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. 1390,00 RT - I 1 ___ __1 - 1 - ! I--- -- - -- I - -1 1390,00 RT ALIL TI ES. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE 0 20/ .____ - i -- PORTIONOF THE WORK UNTIL THE SPECIFIED ;� - _ - - - _! _ -- __.. - - _ _ _- -- - ._ _. - - 1 7. TI-E C NTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION DENSITY IS OBTAINED., I -� , � � ��_ ^I- I -� , - - -Hj OR TR CH W RK FOR TRENCHES 5 FEET OR GREATER IN DEPTH I 1--- FOM HE CALIFORNIA STATE DNISION OF INDUSTRIAL SAFETY. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES 1385,00 RT -PROFILE SCALE: --- i - -- I - - - -.} --- __ ___ ____ L I ___�____ _�___ 1385x00 RT _ - -- -E-X D\IG GROal11_2 ..18' ISOILT .�F_ -_� _ __ -; FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE I-- HORIZ: 1"-40' --- - -� _ --- ` --- - - ,---�-__- _-W - ----- __ y -- ! 8. `( E W LS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE I I FEET I DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE SWALES ENTERING OR LEAVING IMPROVEMENTS. VERT: 1"=8' _� ---`�� _ -- 1 _ I___�~� - I- --- - -- GROUN OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS ft I -� i� "+- I -� ! 1 _ __ I_ _____. � __ I I ' I - ---' O�' TH DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 ~18+00 18+50 19+00 19+50 20+00 20+50 TRENC S LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL THE P ENTAL EXISTS FOR GROUND MOVEMENT. CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 1 9. IMO MA TRIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR ' I 1 I 1 OF WA WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. AND FINISH TO MATCH EXISTING CONCRETE. I ( � r r TR 10.TFE LO ATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE ® 1 AVAILAB E INFORMATION, HOWEVER, IT SALL BE THE RESPONSIBILITYCURB AT THE LOCATION OF THE SEWER LATERAL A 201115' OF THE CONTRACTOR TO DETERMINE, IN THE FIELD,THE TRUE LOCATION ' AND E ATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING o o o o I o o 0 0 o PRECA ION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. o o I o I o o o I o o o CONTA UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO o o © 0 0 0 0 o o I I I I 1 I I ' I I I "KIN DAYS BEFORE EXCAVATION. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND o o ( o I o o o ' o o o APPROVED PRIOR TO PAVING OF STREETS. I I ; I ; I I 1 I I I 11.1'4 CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY c� r- ( I o COMPAI IES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT o o cit r icV I N 1 N N ELECTRO, CABLE TELEISION, LANDSCAPING, LANDCAPE IRRIGTION. PAVEMENT PRIOR TO PLACEMENT. I-, .- 0 1 DOMES IC WATER, RECLAIMED STORM � „oECLA MED WATER, SEWER, DRAIN, FLOOD c� I c� � I c� ca c� co I c� � CD CONTR L AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT oo I I I I o o .- oo �' oTWO W RKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED 10 1 1121 � 1 16 tet- d- �►- d- ' :::_i: . - �t d- d 12.THE C NTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT ORBY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. NNNN N4NNNWATER AIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND OR BASE COURSE MATERIAL o o o o Wo W o o o / S: I 1 1,c,„, I� �I CONTR TOR SHALL COORDINATE WITH THE APPROPIATE WATER FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A z z z z co a_ ci-J IL, = z z „„__,,a, Z z z COMPAI'Y FOR VALVE OPERATION AND WATER REQUIREMENTS. GEOTECHNICAL REPORT AND APPROVAL UPON COMPLETION OF ROUGH GRADING. GRAPHIC SCALE ( ( +� t °° ¢ pit r- --'" ¢ Q ( `� 13.CURVE DATA REFERS TO THE FACE OF CURB. �`'' z`" I� +� CLEANOUT FRAMES COVERS AND VALVE-BOXES SHALL 40 20 10 0 20 40 80 I WC,' � I ��loI I 33. ALL MANHOLES, ,W �- ��a w o � -' I 14.ST, TIO INC REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON 11110.01111111111 ' ; J ; w (nil ,-W c,L,, ¢ �j�lWw J i J ' AAr011111M II11 I 'LW I�- _ , 1 0 OTHER:SE NOTED. COMPLETION OF PAVING. o' EXIST. FENCE TO BE - c� ; ; � , o p RELOCATED BY OTHERS - o I o I 15.ADEQU TE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE NATURAL MIND I © W r ULTIMATE R/W I x i ENGINE R TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL SCALE 1 -40 Q m ' EXIST. FENCE TO BE x q.42 o I 0 ' a w THE P N GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. c, CONST.C.&G. X 1 I EXISTING R w PRESE JATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (POWER POLE EXfSTING VW-) X I RELOCATED BY OTHERS `` c y 0 w I - 20.0' � C.,4)(. , E / w EXIST., �,, y;, EXIST. FENCE TO BE •. . -- '---- -- r `�W RELOCATED BY OTHER ; FUTURE CURB & GUTTER .`?oft,. `,I % �`�����■ --a °� '�' b FUTURE CURB & GUTTER DURING CONSTRUCTION. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, � I � � -oLr�i� ►�!-- -----.-- ----u-� - - -s-�---------------�-----x-�s� ----- -1--------------- --- THE CONSTRUCTION TO ��s,-�-�.��,����>xxa�,������,a��,--��a��,•�>z�:•a���,�,•�,���...�,��������s��m.���,�-�:�_�x�o.T:�. _._ , ...��m��u ,•-��,��.�-��e__.-�� -,•,.�,•__A..-x�-�--__--.--,..._..�� ,•_ .._..,.-____ �� ,�T SPRINKLERS AND SIDEWALKS AFFECTED ®____.____ 1 THESATISFACTION OF THE CITY ENGINEER. ��. , ' \\\\..7_ ._____ ��\.%.__� .------X----.N11/4. i_`---_ - _ n ,,, ,, 6.TFE C NTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, SATIS ACT E . SA N JACINTO AVE. N89°57'00"E (BASIS_ OF BEARING) ` EDGE OF EXIST. PAV'T cu cvg „AI) . ©j'` `° - © 0 - - © : �� Q TO'gym EDGE of EXIST. PAv'T� MONUM NT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO j L c _ __ 3 _ CNCOCN,., 1_____ _ _-+- _-_ _- _- ____ THE CI ENGINEER. 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 12+00 13+00 } 13+50 14+00 tt 14+50 15+00 t ,_=" o `� �' M i�'7 M Mg M M N° = ��18+00 18+5 +00 19+50 20+00 THE ENGINEER OF RECORD WHO SHALL PROVIDE RECORD DRAWINGS i + �� z + + ----+ + " o hCE OF EXIST. PAV'T ' ,� _ EDGE OF EXIST: PAV'TI CONTROL ,o �, ,� �, . , o a co,i TO THE CITY ENGINEER. EXIST. 6" CURB & GUTTER ,n a m -- -- -^J -- `` - c"- - - - - --- -- - -- - - ----7-- -ER = FUTURE CURB & GUTTER sR"4 �� �'� 6 FUTURE CURB & GUTTER 4FUTUREaCURB & GUTTER 1 M J ' NATURAL GROUND J EXISTING F N ' Q J EXISTING R W EXISTING R� �-- E S E CE o -EXISTING FENCE I o I 1 23 „, W 22 21 i 20 19 1 17 s 210 LEGEND UTILITY NOTIFICATIONS X .---, ( - X 1 X 1 ( BASELINE AVE. SYMBOL DESCRIPTION WATER: FONTANA WATER COMPANY PROPERTY UNE FONTANA CA 92334 `` W . w w R (7145 822-`1201 > > > > w SMH SEWER MANHOLE PRIVATE ENGINEER'S NOTE PRIVATE ENGINEER'S NOTES TO CONTRACTOR CONSTRUCTION NOTES QUANTITY - N MONTGOMERI AVE. ¢ ¢ TXXXX.XX) EXISTING CURB SEWER & CITY OF RRAFONTANAV STORM DRAIN 8353 SIERRA AVENUE OW 30' 30' R�W Q v� w C FONT NA, CA 92335 " ec - m FL FLOW LINE (9095 350-6632 ' The private engineer signing these plans is responsible for THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN O CONSTRUCT 6 CURB & GUTTER PER CITY STD.# 1003 146 L.F. a_ 1_1_1 Q CF CURB FACE 12' 18' 18' F 12' �, POWER: S0. CALIFORNIA EDISON COMPANY VARIES VARIES VARIES VARIES assuming the accuracy and acceptability of the work hereon. ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR SITE FH FIRE HYDRANT 11:5' 0 " P. O. BOX 788 1� 7,18'&6:38' 12.2'&12.4' 10.78'&12,ao'-" 7,22'&7.70' In the event of discrepancies arising during construction the KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 2 CONSTRUCT 4 MIN. A.C. OVER 12 MIN. COMPACTED 0.5';--s' 6' - 0,5' 11,5' Private shall be for an NATURAL GROUND TO MATCH EXISTING- 1165 S.F. , WV WATER VALVE RIALTO, PEPPER engineerresponsibledetermining IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON GS GROUND SURFACE 22� EXISTING A.I. PAVEMENT ' acceptable solution and revising plans for approval by the City. THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE 0 CONSTRUCT 4"THICK, 5' WIDE P.C.C. SIDEWALK PER CITY STD.1015 1550 S.F. SAN JACINTO AVE. (909) 357-6223 LANDSCAPE UTILITY PIPES, EP EDGE. OF PAVEMENT 2%-2.6% %. ....:4% CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. / '� _ ?��_. O CONSTRUCT 12' WIDE RESIDENTIAL DRIVEWAY APPROACH RAMONA AVE. S W SIDEWALK GAS: S0. CALIF. GAS COMPANY � = CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE BW BACK OF SIDEWALK P.O. BOX 3003 O11116. 4 - - _ 6� 7T C - -T PER CITY STD. 1005_ _ 495 S.F. FONT NA, CA 92335 © QOVERIAY�' MIN TO �- ~- .R CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL " FOOTHILL BLVD. CENTER LINE (9095 335-7769 W CUT 0 FORM SM OTH JOIN _, �- ---1--.. 11 LEGAL DESCRIPTION PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 5[J CONSTRUCT A.C. OVERLAY (1 MIN. THICKNESS x 11.5 WIDE)NIFY AND HOLD THE ____ 2260 S.F. R W RIGHT OF WAY EXIST, A.C. PAV'T AC PAVEMENT SIDEWALKRCITY, HETO AOWNERL KLANDNG HTOHE ENGNURS; DEERA HARMLESS FRCT THE M OANY AND ALL LIABILITR SHALL DEFEND, Y, REAL OR ALLEGED, IN 60 SAW CUT EXISTING A.C. PAVEMENT TO A NEAT STRAIGHT CUT____- 196 L.F. VICINITY MAP 0 STREET LIGHT POLE CABLE N: 1257 W B BROCABLOKS FUTURE Real property in the City of Fontana, County of San Bernardino, CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY NOT TO SCALE EXISTING CHAIN LINK , 2SAN JACINTO AVENUE (T.1. 5.5) CURB & GUTTER State liforniadecribedSOLE REMOVE EXISTING A.C. 196 S.F. ?NT? 98J-9895 TYPICAL TILTED SECTION \ FENCE TO BE REMOVE SCALETHE HOR: 1" = 10' ACRES, ASH P�R PLAT2 OF LOTS 12 AND RECORD D IN 16001RACT No. 2085,30 OF MAPS, AGEN�5A t�8 EXISTING C.L. FENCE TO BE REMOVED 170 L.F. � \ NEW A.C. PAVEMENT TELEPHONE: PACIFIC BELL VERT: 1" = 2' RECORDS OF SAID COUNTY. PAVING NOTES // ANAHEIM,cOLAONA9o80T7REET EXCEPTING THEREFROM THE WEST 100 FEET OF THE SOUTH 290 OWNERS/APLICANTS: �����A REMOVE A.C. PAVEMENT (714) 666-5496 Actual thickness of base material to be determined by soil test and recommended by the Soils FEET OF LOT 12. Engineer "R" Values, gravel equivalents and structural section of streets shall be submitted to the MR RODRIGO G CUEVAS & IRRIGATION: FONTANA UNION WATER CO. ALSO EXCEPTING THEREFROM THE EAST 90 FEET OF SAID LOT 13. City of Fontana for approval upon completion of rough grading. A.C. OVERLAY P.O. BOX 309 ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO ALLAN Care should be taken to prevent grades, ditches and swales from undermining street improvements MRS CRISTINA U CUEVAS FONTANA, CA 92334(909) 822-9190 BROOK AND BELLE BROOK IN DEED RECORDED NOVEMBER 15, 1974 upon inspection of the site, the City Engineer may require temporary gunite swales, entering or leaving ADDRESS : 2181 SOUTH POWERS AS BOOK 8558 PAGE 517 OF OFFICIAL RECORDS. improvements. Pavement sections shown are minimum and subject to revision and approval of the City as required POMONA,CA 91766 APN: 0241-061-33-0-000 and 0241-061-34 and by soils test taken after completion of rough grading. Construct "A.C. over A.B." paving. (Assume 4" ' 0241-061-34-0-000 and 0241-061-33-0-000 A.C. over native for estimating purposes only. Actual paving thickness to be determined per #31 and (909)-627-9402 #32 general notes. L\ 0 SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supery sion Of : CITY OF FO \ TAN A, CALIFORNIA 1 DIO,„,„...,„,_ IMPROVEMENTS NOT COMMENCE WITHIN TWO ,4aQRolEss,o4,4 ,'1\F STREET IMPROVEMENT PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON JULIO N. LOZA z c3DRAWN BY: SCALE 711" a No. C54826 JNL SAN JACINTO AVE. As Shown DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE c EXP, 3-482 ����� SA t. DESIGNED BY: 16792 8716802'SAN JACINTO AVENUE DATE: Y E� -R^ \A f1, 9 DIG Y'h, / DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE q,F civo- \Eo�� JNL MARCH ,06 / of ca,k. /(T/Ivf.-2085) TOLL FREE i-800-226-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH bate : -4-- P� CHECKED BY: APP VED B r -_._ DRAWING NO.: 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. JULIO N. LOZA R.C.E No. C54826 � DATE: �' - �. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 9(/a JNL C ENGINEER R.C.E. 51152 • 4071. 1