Loading...
HomeMy WebLinkAbout4789-47k� :. I 10 to Iz 4 62 =_Z ----_--- ----=—=------ �Aq LA—j-KE WAY -gool �:�:i1':!■_.��■_.RT■_._■il..:■1..:■1:'��■_.��■..s��■._.R1■._■..��■._.��■_.��■_!�I�1..�:■1..�:■1..�:■1..�:■1..� �1� �:■111.:■1. 1 -mm ��■1 �1�1� w1■1M w1■1m o1■1m 1■1= I 1■1s �1■1s i1■1mwm ff1■Cw o1■1m o1■1m �1■1� �1■, ..■1■1..■1■1..■1■1..■1■1..■1■1 1■1' ■n_ ■ ■1 ■1 ../ I.1 ..■1 �1.. ■1.. ■1.. ■IIF ■1.. 1 .. Mo. ol ".■1 ..■u ..■�WISP WiFQ d1 ".■1 ..� ..■�-- .. \I ..■1 ..■1 .. .. �1..■1....■�- ■1 ..■1 ..■1 ��■1 ��■1. ....■��.: ..■-- - © No 0 Q © 0 IL It WATM DE711"ICT PROPERTY LIMITS OF WORK WATER I c CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF A DISCREPANCY IS FOUND. FAILURE TO Q NOTIFY THE LANDSCAPE ARCHITECT WILL MAKE CONTRACTOR LIABLE FOR ANY CHANGES REQUIRED. CONTRACTOR SHALL PROVIDE POT—HOLING AND EXPLORATORY WORK AS NEEDED TO VERIFY ANY UNDERGROUND UTILITIES/STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING/REPLACING ANY ITEMS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. $ a ALL WORK SHALL BE OF THE HIGHEST QUALITY TYPICAL OF THE TRADE. W ALL WORK SHALL CONFORM TO LOCAL CODES, IN CASE OF A CONFLICT BETWEEN CODES AND m THESE PLANS, CODES SHALL PREVAIL. o THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, a SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECT IS NOT LIABLE FOR CONSTRUCTION METHODS. z 3 Q THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS OPERATIONS TO o UTILITIES, PLANT MATERIALS, IRRIGATION SYSTEMS, FENCING, PERSONS, PROPERTY, ETC w AND SHALL PROVIDE PROTECTIVE MEANS AS NEEDED TO GUARD AGAINST DAMAGES. W CONTRACTOR SHALL KEEP THE JOB SITE CLEAN AND FREE OF RUBBISH AND DEBRIS DURING o CONSTRUCTION. z 0 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND o SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. (L 0 ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN GOOD CONDITION WHEN INSTALLED. Z (n ALL WORK PERFORMED BY THE CONTRACTOR SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR g FROM THE DATE OF FINAL WRITTEN ACCEPTANCE OF THE INSTALLATION OF ALL SPECIFIED EQUIPMENT AND MATERIALS. o Cn FIELD OBSERVATIONS: Z 3 THE FOLLOWING SITE OBSERVATIONS ARE REQUIRED TO BE PERFORMED. CONTACT THE OWNER'S o REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE: W V) 1 PRE—JOB MEETING ON—SITE PRIOR TO COMMENCING WORK 23 DURING EXCAVATION AND GRADING OPERATIONS AT COMMENCEMENT AND FINAL GRADES. 0 3) ROUGH GRADES AND CERTIFICATION TESTING OF SOILS COMPACTION (REQUIRED BY N CONTRACTOR . D 4 TRENCHING OR IRRIGATION SYSTEM MAINLINES. z 5 PRESSURE TESTING OF IRRIGATION SYSTEM MAINLINES. a 6 COVERAGE REVIEW OF IRRIGATION SYSTEM. z 7 FINAL GRADE CERTIFICATION (REQUIRED BY CONTRACTOR). 8 INSTALLATION OF PLANT MATERIALS. o 9 FINAL SITE REVIEW AT 1009 COMPLETION W x CONCRETE a ALL CONCRETE SHALL BE - A MINIMUM 3" THICK AND REACH A MINIMUM COMPRESSIVE CONSTRUCTION NOTE LEGEND STRENGTH OF 2,500 P.S.I. AT 28 DAYS FROM A 5 SACK MIX WITH A MAXIMUM SLUMP = 1Q EXISTING CURB AND MEDIAN ISLAND—STAIN ALL EXPOSED CONCRETE CURBING PRIOR TO PAVER INSTALLATION WITH OF 40 . b ALL SOIL UNDER PAVING SHALL BE COMPACTED TO A MINIMUM RELATIVE DENSITY OF Cr SCOFIEL.D CS -2 (PADRE BROWN). APPLY STAIN PER MANUFACTURERS SPECIFICATIONS. PROVIDE A SAMPLE STAINED SECTION 909, o O ON INSIDE OF CURB FOR CITY APPROVAL PRIOR TO STAINING ENTIRE CURBING. C ALL PAVED AREAS SHALL HAVE A MINIMUM CROSS SLOPE OF 19 TO DRAINAGE SUMPS. 3 ? d CONCRETE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO ALLOW FOR g 2O PROPOSED PLANTER AREA AND ROOT DEFLECTOR PER DETAILS A AND D SHEET 5 PIPE SLEEVE AND WIRE PLACEMENT. z PAVERS— BELGARD CAMBRIDGE 6"X9" dt 6-X6-), COLOR: 259 LA JOLLA BLEND, 259 SAHARA BLEND, a CONCRETE FINISH SHALL BE A MEDIUM BROOM. INSTALL WEAKENED PLANE JOINTS AS 20 0 20 40 60 Q ) » NEEDED TO CONTROL CRACKING AT 4x PAVING WIDTHS MINIMUM. 0 3 259 BELLA BLEND, 25% TOSCA BLEND, STAGGERED JOINTS, INSTALL PER BELGARD 1 PATTERN-, DETAILS A,B,C AND D SHEET 5 PLANS—CONFIRM LOCATIONS IN THE FIELD f COLOR OF CONCRETE SHALL NATURAL. TM � ® EXISTING PVC SLEEVING PER IRRIGATIONX ' n� ` CATAWBA AVENUE if _ O DECORATIVE FENCING AT WATER DISTRICT PROPERTY PER DETAIL F SHEET 13 Scale 1 O Q�OFES$�pH ALMERIA AVENUE —1 CITRUS AVENUE —� N p � �/� ��P��o S H�My�Fy� ti B M717 Nr m z THE NORTH UNE OF THE SOUTHEAST QUARTER OF SECTION 36, a No. 43976 m TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89.59'12"E - - TO ME7 5 FOR T10N DETAL■S AND A1101VS 6�0 09 SCALE 1' � W a A CML REV. REVISION DESCRIPTION DATE ENGR. CITY DATE D 0 � QF"OL BEN04MAW Prepared B y. C11 '1Tv OF FONTANA, CALIFORNIA Q. Q. D Nolr � PREPARED FOR: RIR" OF FO N PP NO. 1536697E AT THE SW CORNER N� � A L A R D ENGINEERING 0 an � �� g CAPITAL IMPROVEMENT PROJECT TWO �j� OF: M DA's OF APPROVAL OF BASELII AVENUE AND SULTANA AVENUE �� `y am.. A , LA MAPF ARCHITECTS, Inc. Ci it Engineering - Land Surveying - Land Planning m ® 8}tM F$EON AND CAFE FOM N A 8353 SIERRA AVENUE ELEYAliiON. 1365.01, SINCE DESTROYED ��,, 4LANDWAM � 8253 Sierra Avenue DEW CAD' SCALE I "-20, Ln Fontana, California 92335 Ln MGM 1� CY EAK�� MAY FONTANA, CA 92335 15 South stn Street DESIGNED BY: LAYOUT /4� 110N PLANS DATE: DIAL TWO WORKING BEFORE DAYS BEFORE F�V�01� TO THE PLANE TO WE �HM� * � * Redlands, Carfomia 92373 � (90 356-1815 Fax (90) 356-1795 S.T.B. 6/28/2007 (909) 350-7610 SW CORNER SEC. 31 TAN. R.SW., S.BM.-2" I.P. `" o YOU DIG YOU DIG BD 7HM hMO W W FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF �� p� 7 s�\Eo���� � %120? d�C coon � d CHECKED BY: APP OVED, DRAWING NO.: 4 TOLL FREE 1-800-227-2600 OONDMONN MD 8TANDAFES N EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, R.C.E. 43976 Date � . 07 a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT aNA'1KXIM (expires 6/30/2009) My�tir.IN�FR a r F9;11r%9 dYa4 m