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HomeMy WebLinkAbout4871-1GENERAL NOTES 1. ALL WORK SHALL BE /N ACCORDANCE W/TH THESE PANS, THE C/7Y OF FONTMG4 STANDARD PLANS, THE CONIR4CT PROU/S/ONS AND C/TY (?F Fn/ATANA THE STANDARD SPEC/F/CAT/ON FOR PUBLIC WORKS CONSTRUCT/ON ('GREEN BOOK) ALL REFERENCE SPEC/fICAAONS AND STAN2. WHEND��ECHNICALS SHALL BCONFUCT ISSFOUNDTOOUNLESS EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO OLEANDER A VENUE & SL O VER A VENUE PRECEDENCE PROVISIONS IN THE GREEN BOOK; THE CONTRACTOR SHALL /MMED/ATELY REPORT S4/D CONFLICT TO THE CITY ENG/NEER FOR RESOLUTION. 3. STREET IMPRO VEMEN T PLA/1 / ALL MATER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. 4. CONSTRUCT/ON PERM/TS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR THE START OF ANY WORK. INSPECT/ON COORD/NAAON SHALL BE REQUESTED AT LEAST TWO WORK/NG DAYS PR/OR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE C/lY L/M/T5: CALL (909) 350-7610. V 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED/TION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENG/NEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEY/CES AT ALL TIMES.OLM U vcfT A VC/ vuc 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N104,MINITY MAP DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFE13: I I 3 1L PLAN VNTS 3 3 52,, Q / 2' I EX/ST C&G p 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOP/NG OF LDSCALE. 1 =20 140THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIMS/ON OF INDUSTRIAL SAFETY OF THE 1 " I 4' 12' STATE OF CAL/FORNGA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. APN 025 -0 1- 120 ^ i �" �o � 19 APN 0251-15-132 APN 0251-19-131 APN 0251-15-136 APN 025- 15- 135 .AP 025- 15- X47 I EXIST C&G �� c� Q ��� I EX/ST R/W 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT EX/ST R W I i ¢ 0 PURPOSE. / " � � � ��VER . - 3 3 °�° STA f VENUE -25 C 10. THE LOCATIONS OF UT/VT/ES SHOWN HAVE BEEN DE7FRM/NEO FROM AVAILABLE INFORMATION, HOWEVER, /T SHALL BE THE 6 -1Q76.11 T 11 © 1 RESPONS/B/LITY OF THE CONTRACTOR TO DETERM/NE, /N THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, �, ,� 1 �, 4i '� �• o �, �,o Q H JO/N EXS NG o� �, o Z o Jo �Zt AND TO EXERCISE PROPER PREC4UT/ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERV/CE _ o o W o 0 0 ALER 1-800-227-26001_ I `� sD 1 �` �. ^o a, o- j^ .ao TAT TWO WORKING DAY'S BEFORE EXCAVATION. d- 0 DER AVENUE Qo • ao �. • o N �. �, N 3 STA. 27�-15.72 BCR oh I� h '�� co ao� �o°r�°� c°�° oor?-3 W Q�' �o _. 0 SII 3 0^ ``,II (oma •, •, 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIL/TY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, o 0 3 0 o o o ^ ^ o ^ ,� Q 3 TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, 3 3 -� 107 46 fZ Q I \ Q o o 0 0 0 o Q I ULTIMA Q o z LANDSCAPE /RR/GAT/ON DOMESTIC WATER RECLAIMED WATER SEWER / n : ® 3 8 �� c�., o IY N c�., c, FUTURE /W c ; �,�� STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS NOTICE PR/OR TO / ^ . Q a o ^ - L L3 `� 0�6� �� s -- `� ° =,� h ,�o�� '8 o EX/ T R/W �.i � v WORK AROUND THEIR FAC/L/TIES _ sD ��5• S o> �� �, D 6 7 8 9 8 4 �,h TUR C&G - ._ - ,�� 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPR/ATE AGENCY AUTHOR/ZAT/ON. - - • . . f , - = - - - - CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS _ ^ S . * _ 'o> �,>XsPw ^ T Q 6�� O O`- --- - -J-1-pp-13. CURVE DATA REFERS TO THE FACE OF CURB. o ^ : L3 PROP C&G ( \ 3 3 p>so ���xs 1061% � w�rW w 14. STATION/NG REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERW/SE NOTED. ; ww w w w w 15. ADEQUATE CONSTRUCT/ON CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE / Q QN 00° 2209 s 1 , > / s�1414 WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND o M H S - _ 1 130 CONSTRUCTION CONTROL STAKING DURING CONSTRUCT/ON. 1 W 126 7 / 0 0 / / / / / / , / - %,� -- _ � .� ., � -�` � 16. THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS MONUMENT TIES OR BENCH MARKS WITHOUT PR/OR o x �o �' x, o -9 x� / o '° / ° o o - / �, �' s o NOTIFIC TIN TO THE CITY 3 s ,� , �, >� A • , 9 Q > Q , s A 0 ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EX/STING SURVEY CONTROL INCL UD/NG SURVEY MONUMENTS MONUMENTS MONUMENT TIES AND G A S GAS G A GAS G S 'O G,,qq S S GAS GAS GG q S GCS q S GG A Ste` �S GCS GC�F�S S G > 9x G A>>s� 3 GA GAS GAS G GAS AS HS AS BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCT/ON SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENG/NEER ONE CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENTAT. A S �o>> _ o>�, x ,o oo >� �,o pox �o��� ��� 'p�� L TIMATE C&G p� WEEK PR/OR TO CONS10 70 s PROP C&G T - ��p •s�so °O >s> 'p> -��° 8 .°� -�- >�, _�, \ 18. THE CONTRACTOR SHALL MA/NTA/N ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES A M/N/MUM 12 FOOT LANE SHALL BE MA/NTA/NEO AT ALL TIME /N THE CONSTRUCT/ON AREA FOR RES/DENTS AND EMERGENCY VEHICLES 8 6 / / �p>6 �p>6 8 '°>6 1 8 '°>S ,EX/ST R/W o>�,6, 0>��9 9 8 dos 600 8 °� -' zt n p� -- - Q� ', s0 -- W O 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUD/NG ADEQUATE WATER/NG, AT ALL EXISTC& \ W 3 I - - J ---- �, �i _ T/ME EX/ST R/W IN- Q ` n i - y / ULTIMATE FUTURE R/W -_ -- - _o _ ^ ^ • I k -� v ' 2 �.v�� v� Nh�� 20. ALL GRAD/NG OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOC/TIES EXCEED 25 MILES PER HOUR. STA 126+40.30 - OLEANDER 1(E �, I OLEANDER AVENUE k '- = STA 141+56.18 - SLOVER AVE �o ^ 127+ ja25 ECR o�o ��� � �Qoo� 21. THE CONTRACTOR SHALL NOT CAU E Y S/ T ORD T P 1' APN 025- �6--409 R, � N � S AN EXCAVATED MATER/AL, MUD, L EBR /S 0 BE DEPOSITED ONTO UBVC OR PR/NATE PER DRAW/NG #4251 SHEET 12 � �� 10 .6 Q o ^^ Qw a N �� PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCT/ON WITHOUT PR/OR WRITTEN APPROVAL. _ . Q Q H I 6 8 c� o o ®� 0 0 0 11 EX/ST C&G ,� o I SLOVER AVENUE P, I APN 0251-16-414 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE C/TY INSPECTOR. EX/ST R/W I o 1076.34 TC aTI `o \ I 2 (1075.4) FL 23. A GEOTECHNICAL ENG/NEER SHALL CERTIFY ALL BACKFILL COMPACTION. FA/LURE TO OBTAIN THE REQ U/RED DENSITY SHALL REQUIRE _ _ JOIN EX/STING �.. RE -WORKING OF THE THAT PORT/ON OF THE WORK UNTIL THE SPEC/PIED DENS/TY /S OBTAINED. APN O _ ^ I W 3 �¢ � � EX/ST C&G ¢ II < 1 2 I CONSTRUCTIONNOTES QUANTITIES CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS: UPON EX/ST R/W INSPECTION OF THE SITE, THE C/TY ENGINEER AMY REQUIRE TEMPORARY NON-ERODE48LE SWALES ENTER/NG OR LEAVING II 5 ' I 3 �•2' 3 (i I Q CONSTRUCT 8" CONCRETE CURB AND GUTTER PER C/TY OF FONTANA STD. PLAN. NO. 1000 ...........................291 LF IMPROVEMENTS. ^ 4' 40' I 1 20 CONSTRUCT CURB RETURN W/TH ACCESS RAMP PER CITY OF FONTANA STD, PLAN NO. 1003 .............................2 EA 34. UPON COMPLETION OF CONSTRUCT/ON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEV/CES TO THE SAT/SFACRON OF THE CITY TRAFFIC ENG/NEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENG/NEER. 3Q SAWCUT AND REMOVE I' WIDE EX/STING A. C. PAVEMENT & BERM AS SHOWN PER PLAN ................................. S90 SF ® RELOCATE EXISTING MAILBOX ...................................................................................................................................... 2 EA ULT/MATE ULT/MATE W'LY R/W 68' E'LY R/W EX/ST/NG WATER LINE ® CONSTRUCT 4.5" M/N. A.C. OVER 12" MIN. 957' COMPACTED NATIVE...............................................................178 TONS F I © EXISTING CATCH BASIN TO PROTECT /N PLACE.........................................................................................................2 EA 34' C/L 34' � EX/ST/NG SEVER LINE Q7 REMOVE EXISTING CONCRETE/MPROVEMENTS...........................................................................................................27 SF 12' 22 22 12 EXISTING SD LINE Q REMOVE / EE/BUSH...................................................................................................................................14 EA I ' ' ' EX/ T EX/ST 90 CONSTRUCT 8" A. C. DIKE PER C/TY OF FONTANA STD. PLAN NO. 1007............................................................... 40 LF R%W 8' 10' 12' 12 10' 8' R/W I -T- SO CAL ELECTRIC QO REMOVE AND CONSTRUCT NEW CHAIN LINK FENCE INCLUDING GATES ® EXISTING R/W....................................217 LF i 12' 6' 6' 2" i PAC/FIC BELL TELEPHONE Q RELOCATE EX/STING POWER POLE (BY OTHERS)........................................................................................................3 EA I - 1.5.E 2% 0.57,-2-0 12 INSTALL TRUNCATED DOME PER C/TY OF FONTANA STD. DETAIL NO. 1004 ........................ 1 EA ``_' 29' 1 VAR/ES 1 13 OARIES SOUTHERN CALIF. GAS (U 25. THE FINAL L OCA TION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCT/ON AND SHALL CONFORM TO THE CITY OF FONTANA LEGEND i_v-%-- - .t.r1 TANGENT AO Q4 STANDARD DETAILS. 54.90' 2. - MAX TURF 1Q CONSTRUCT RES/DENT/�1L ASPHALT DRIVEWAY PER CITY OF FONTANA STD. N0. 1002 (W/DTH PER PLAN) SIDEWALK 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EX/ST/NG CONCRETE. 35.00' = -A • • . .. i CONSTRUCT NEW CONCRETE SIDEWALK W @ M00/fY LANDSCAPE AND IRRIGATION LINES AS NEEDED.............................................................................................1 LS STA. 127115 -STA. 128160 * - - - REMOVE TREES AND SHRUBS /N BETWEEN THE OLD AND NEW FENCE LIMITS ............................ .......1 LS T/ = 6.5 27. THE SEVER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATER. CONSTRUCT NEW AC PAVEMENT S 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. REMOVE EXISTING AC PAVEMENT/CONCRETE SD 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO PAVING OF STREETS EX/ST SIDEWALK E 30. APPROVED SOIL STERILANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PR/OR TO PLACEMENT. .7j CONSTRUCT A. C, OVERLAY T 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MIN/MUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRAD/NG. - - ULTIMATE FUTURE RIGHT OF WAY LINE GAS 32. ACTUAL THICKNESS OF A. C, PAVEMENT AND/OR 84SE COURSE MATERNAL FOR STRUCTURAL STREET SECTIONS SHALL BE - - EX/STING RIGHT OF WAY/PARCEL LINE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMNTIED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. _ _ _ _ _ _ _ = FUTURE IMPROVEMENTS 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISHED GRADE BY THE PAVING CONTRACTOR - - - - - - - - EX/STING IMPROVEMENTS UPON COMPLETION OF PAVING. �� EDGE OF PAVEMENT 34. UPON COMPLETION OF CONSTRUCT/ON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEV/CES TO THE SAT/SFACRON OF THE CITY TRAFFIC ENG/NEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENG/NEER. 3Q SAWCUT AND REMOVE I' WIDE EX/STING A. C. PAVEMENT & BERM AS SHOWN PER PLAN ................................. S90 SF ® RELOCATE EXISTING MAILBOX ...................................................................................................................................... 2 EA ULT/MATE ULT/MATE W'LY R/W 68' E'LY R/W EX/ST/NG WATER LINE ® CONSTRUCT 4.5" M/N. A.C. OVER 12" MIN. 957' COMPACTED NATIVE...............................................................178 TONS F I © EXISTING CATCH BASIN TO PROTECT /N PLACE.........................................................................................................2 EA 34' C/L 34' � EX/ST/NG SEVER LINE Q7 REMOVE EXISTING CONCRETE/MPROVEMENTS...........................................................................................................27 SF 12' 22 22 12 EXISTING SD LINE Q REMOVE / EE/BUSH...................................................................................................................................14 EA I ' ' ' EX/ T EX/ST 90 CONSTRUCT 8" A. C. DIKE PER C/TY OF FONTANA STD. PLAN NO. 1007............................................................... 40 LF R%W 8' 10' 12' 12 10' 8' R/W I -T- SO CAL ELECTRIC QO REMOVE AND CONSTRUCT NEW CHAIN LINK FENCE INCLUDING GATES ® EXISTING R/W....................................217 LF i 12' 6' 6' 2" i PAC/FIC BELL TELEPHONE Q RELOCATE EX/STING POWER POLE (BY OTHERS)........................................................................................................3 EA I - 1.5.E 2% 0.57,-2-0 12 INSTALL TRUNCATED DOME PER C/TY OF FONTANA STD. DETAIL NO. 1004 ........................ 1 EA ``_' 29' 1 VAR/ES 1 13 OARIES SOUTHERN CALIF. GAS (U UYfKlAY tX/Y//NU !'AV/NG' AS S7YUWN YGKPLAN ............................................................................................... /d /UNJ ' I RADIUS i_v-%-- - .t.r1 TANGENT AO Q4 ADJUST/RELOCATE IX/ST/NG WATER METER TO GRADE (BY OTHERS) ........................................................................1 EA FU TUR M4x 54.90' 2. - MAX TURF 1Q CONSTRUCT RES/DENT/�1L ASPHALT DRIVEWAY PER CITY OF FONTANA STD. N0. 1002 (W/DTH PER PLAN) SIDEWALK OL A E4 NDER A VENUE SIDEWALK 35.00' LOCAAON MAY CHANGE TO SAT/SFY OWNER AND DAYLIGHT TO EX/SANG GRADE.....................................................4 EA NTS @ M00/fY LANDSCAPE AND IRRIGATION LINES AS NEEDED.............................................................................................1 LS STA. 127115 -STA. 128160 X17,1 REMOVE TREES AND SHRUBS /N BETWEEN THE OLD AND NEW FENCE LIMITS ............................ .......1 LS T/ = 6.5 DATA/BEARING O BEARING/DELTA RADIUS LENGTH TANGENT AO D=89'51 '57" 35.00' 54.90' 34.92' 01 D=89159'44" 35.00' 54.98' 35.00' 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BASIS OF BEARING CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARD/NO CO. SURV. GPS CONTROL MONUMENT NO'S. 21158 & 21219, BE/NG THE INTERSECTION OF O CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N89030'14 IF BENCHMARK N0. 291 PERPETUA TED: TRANSFERRED ELEVATION FROM CITY OF FONTANA BM 291, A RR SP/KE /N PP DIA L NO. 586962H, LOCATED AT THE NE CORNER OF OLEANDER AVE & SANTA ANA TWO WORKING AVE, ELEV. 1047.36, TO THE TOP A "PK" NAIL & BRASS WASHER, STAMPED BEFORE DAYS BEFORE "CITY OF FONTANA BU ; SET ON; THE TOP OF CURB I' NORTH OF THE YOU DIG YOU D I G NORTHERL Y END OF THE NE CURB RETURN AT OLEANDER AVE & SANTA ANA TOLL FREE 1-800-227-2600 AVE ELEVATION- 1044.75 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ® PROTECT /N PLACE...................................................................................................................................................... --- 19 CONSTRUCT 4" THICK 20X6' CONCRETE PAD FOR TRAFFIC EOU/PMENTS................................................................1 EA ® GRADE FIN/SH SURFACE BEHIND CURB PER TYPICAL SECT/ON..................................................................................1 LS © RESIDENTIAL CURB DRAIN PER C/TY OF FONTANA STD. PLAN N0. 3002.................................................................4 EA 20' O 20' 40' 60' © CONSTRUCT 4" P. V.0 SCHEDULE 40 & 12 x12" P. V.0 DRA INA GE INLET LOCATION & ELEVATION TO BE ADJUSTED IN THE FIELD PER HOMEOWNER / INSPECTOR PREFERENCE:...................................................................................4 EA SCALE IN FEET SCALE 1'"20 © REFER TO SIGNING AND STRIP/NG/SIGNAL PLANS FOR DETAILS ................................................................. --- SHOULD CONSTRUCTION OF THE REQUIRED oFEssi Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA �OQ� OF IMPROVEMENTS NOT COMMENCE WITHIN TWO �� Q� �� Mph STREET IMPROVEMENT PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON �,�% �� z DRAWN BY: SCALE: rriVA OLEANDERA VENUE AS SHOWN w AND CARRIED FORTH IN A DILIGENT MANNER, THE "J"No. 40964 DESIGNED BY: CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 03/31/11 * �, SN/VA SL VER AVENUE DA 12/15/10. PLANS TO BRING THEM INTO CONFORMANCE WITH `P�9 CIV1\- ��Q' l „(/Gr '�► Date :121141,2 CHECKED BY: - A ROVED B DRAWING NO.: F CF CFEUPE U. MOUNOS R.C.E. 40964 DATE: ' 1 STANDARDS IN EFFECT. 4871 SN CITY EN R.C.E. 5 152 S►\DESIGN SECTI❑N\CIP IMPROVEMENTS\SL❑VER & OLEANDER INTERSECTI❑N\SHEET l,dwg Dec 15, 10 - 12102pm