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HomeMy WebLinkAbout2484-2.tifGENERAL NOTES _. COORDINATE AND REFER TO CIVIL DRAWINGS .FOR ADDITIONAL NOTES AND SPECIFICATIONS REOARDING• STREET R.O.W.,•EASEMENT & PROPERTY ,LINE - .AND FOR LOCATIONS OF WALLS TO BE CONSTRUCTED 2. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN ON THESE PLANS. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SiTE CONDITIONS ARE OTHERWISE. MAINTAIN FLOW LINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING PLANS. 4. STRUCTURAL ENGINEER TO HOLD DOWN 12' OR TURN BACK WALL FOOTINGS TO ALLOW FOR MAX. PLANTING AREA. 5• VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND BE HELD LIABLE FOR DAMAGES INCURRED BY INSTALLATION OF THE WORK. 6. REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING • CONSTRUCTION. 7. CHECK DIMENSIONS, AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN THE PLANS AND SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE CONSTRUCTION LEGEND IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT, $, VERIFY PROPERTY, STREET R-.O.W. & EASEMENT LINES FROM STAKES i PROVIDED BY CiVIL ENGINEER PRIOR TO COMMENCING WORK. NOTIFY L.A. OF ANY CONFLICTS BETWEEN PLANS AND FILED CONDITIONS. ( 1 INSTALL WALL/FENCE/PILASTER 2'-0" BACK FROM TOP 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OF SLOPE. REFER TO CIVIL ENGINEER'S GRADING SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THE CONSTRUCTION PLAN FOR INFORMATION. OPERATIONS. PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 10. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. 2 INSTALL AS DIMENSIONED. - VERIFY FiNAL LOCATION W/ CONSTRUCTION MEANS AND METHODS, BRACING, TEMPORARY SUPPORTS, AND SITE SUPERINTENDENT PRiOR TO EXCAVATION OF SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS FOOTINGS. TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INC UDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK,,.SiTE. THESE. VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 3 INSTALL AT STREET RIGHT OF WAY. VERIFY FiNAL 11: LOCATION & ALIGNMENT OF WALLS SHALL BE REVIEWED AND APPlOVED BY LOCATION WV/ CIVIL ENGINEER AND SITE THE LANDSCAPE ARCHITECT PRIOR T0, START OF CONSTAUCTiON (GIVE A MINIMUM OF 48 HOUR NOTICE). SUPERINTENDENT PRIOR TO EXCAVATION OF 12. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND FOOTINGS. CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 13. DIMENSIONS ARE AS SHOWN ON DETAILS FOR WALLS UNLESS .OTHERWISE 4 CONCRETE WALK, TYPICAL. SEE PLANS FOR PHASE 1 B NOTED. ANGLES ARE 90 OR 45 UNLESS OTHERWISE NOTED. STREETSCAPES PREPARED BY THE L.A. GROUP, INC. 14. COORDINATE AND COOPERATE WITH. CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 5 CONCRETE MOW STRIP, TYPICAL.., SEE PLANS FOR 15. MATERIALS AND WORKMANSHIP: CONFORM TO LATEST UNIFORM BUILDING CODES PHASE 1 B STREETSCAPES PREPARED BY THE L.A. AND -APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF GROUP, INC. CONTRACT DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF CODES. IF ; DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. 6 WOODCRETE RAIL FENCE, TYPICAL. SEE PLANS FOR PHASE 1 B STREETSCAPES PREPARED BY THE L.A. CONSTRUCTION NOTES GROUP, INC. 1. CONCRETE : MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT TWENTY EIGHT (28) DAYS. 2. CEMENT: CONFORM TO A.S.T.M. C150 AND AGGREGATE SHALL CONFORM TO 6' PROJECT.THEME WALL. SEE DETAILS SHEET LCD.1 A.S.T.M. C33. 3. CONCRETE SLUMP: MAXIMUM SLUMP 4 INCHES, EXCEPT FOR FOUNDATIONS 6 VIEW FENCE/UVALL. SEE DETAILS SHEET LCD.2 WHICH MAY HAVE A 5 INCH MAXIMUM SLUMP. •_•-•-• `WOODCRETE' SPLIT -RAIL FENCE BY DESIGNER 4. CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE NOTED OR CONCRETE PRODUCTS. (213) 323 -WALL. INSTALL PER INDICATED. MANUFACTURE SPECIFICATIONS. SEE DETAIL SHEET 5. REBAR AND FOOTING SiZES, IF SHOWN, ARE FOR BIDDING PURPOSES ONLY. LCD.2 C VERIFY WiTH OWNER'S STRUCTURAL OR SOILS ENGINEER THE NEED FOR ALL REINFORCING, BASE MATERIAL, PRESATURATION'AND OTHER STRUCTURAL REQUIREMENTS. }"- - - LIMIT OF WORK LINE / MATCH LINE 6. PAVING AND. CONCRETE CONTRACTORS ARE TO COORDINATE AND COOPERATE ' WiTH THE ELECTRICAL, DRAINAGE, AND IRRIGATION SYSTEMS INSTALLATION O BOLLARD. SEE DETAIL SHEET LCD.2 D FOR REQUIRED SLEEVES, PiPES AND CONDUITS UNDER PAVING. 7. PRIOR TO LAYOUT OF UNDERGROUND IMPROVEMENTS, REFER TO PLANTING' gip SEPARATION LINE PLANS FOR TREE LOCATIONS. STAKE TREES AND OUTLINE SPECIFIED BOX SIZE. ROUTE UNDERGROUND DRAINAGE, ELECTRICAL, IRRIGATION PIPING OUTSIDE EXCAVATION REQUIRED FOR TREES. 8. ALLOW AT LEAST 6-8 WEEKS TIME FROM PLACEMENT OF ORDER UNTiL DELIVERY ON ANY MANUFACTURED ITEM UNLESS OTHERWISE NOTED. 9. REFER TO CIVIL ENGINEER'S.' PLAN FOR VERTICAL DIFFERENCES, GRADES AND DRAINAGE SYSTEMS. - 10. WRITTEN DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 11. VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS AT THE JOB SiTE. REPORT DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE OWNER�WOO'DCRETE" SPLITRAIL FENCE LCD.2 C fL AND THE LANDSCAPE ARCHITECT, ! 12. CONFORM TO LATEST UNIFORM BUILDING CODE AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF THE CONTRACT DOCUMENTS LOCKING W O O D C R ET E BOLLARD LC,D . 2 D ARE INTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. 13. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. PARK - SEE PLANS FOR,'HUNTERS RIDGE PARK' PREPARED BY THE L.A. GROUP, INC. FOR INFORMATION ON THIS AREA 0401� so 00 5o S0 o0 - LOT, 9 TRACT 14570 LOT 7 5 I i co C Q CL a PARK SEE PLANS FOR 'HUNTERS RIDGE PARK' / PREPARED BY THE L.A. GROUP, INC. FOR INFORMATION ON THIS AREA 6 �*40 1 q5 50 46 00 '.46 6p 47 vo 41 50 1CHERRY AVEIgo •r- UE - mw / 0 m / MEDIAN CONSTRUCTION PER CIVIL /���_ Q w , / ENGINEER'S STREET IMPROVEMENT PLANS, TYPICAL. 1 1 4 r / / HANDICAP RAMP PER . CIVIL ENGINEER'S / PLANS, TY C , • _ R.W. LANE'G��O R.W. LINE ,�•�,� , :17.0 TRACT 14570 1° LOT 99 LOT 1- LIMiT OF WORK COMMUNITY THEME WALL & PILASTER @ I 1 NEIGH.BORHO.OD ENTRIES & INTERSECTION 1 .(ELEVATION) LCD.1 A' -- COMMUNITY THEME WALL & PILASTER @ / NEIGHBORHOOD E TRIES & INTERSECTI.ON. NEI r I (SECTION) LCD.1 B SECTION, WALUPILATER AT DOWNSLOPE - A. WITHIN-LMD LCD.2 H VIEW FENCE LCD.2 E �� -_ VIEW -FENCER @ SLOPING CONDITION LCD,21 F COMMUNITY THEME WALL & PILASTER SECTION LCDa1 D 'COMMUNITY -THEM WALL & PILASTER ' ELEVATION LCD• 1 E 2 ' north LIMIT OF ' LOT 1 � WORK - 11"T ' . OF WORK TRACT 14572 2LOCATION KEY 6. 71V, , ' `°R'°~ TRACT 1 4572 .. - \ � HANDICAP RAMP P C! VIL ENGINEERS PER PLANS, TYPICAL f ENGIN N C,NSTRUCTI EER�S STREET IMN PER CIViI TYPICAL. PROVEMEN. PLANS s 4-,5-o 0 .27 ' ARC-IITE_c.0 R E UR SM 0 ESIG.V 20315 CANWC00 S 7R E:-: - Sv► c 10 AGOURA HILLS. C,.AUFCRNIA 91301 (818) 889-3904 FAX: (818) a8g-ago, 1x22 CEE AVE_ - SUTE 100 SANTA ANA CAL!PCRNIA 92705 (714) 251-936E5 FAX. (71.0 25-5011-:416571 ' y � g 00 CN Q� cn ct 0 C U Z� w C7 z ctO O Vol N 4� w v M az �...a W _ w Z �, Q W � , Revisions 3-28-97 CITY P.C. REVISIONS 5-9-97 CITY P.C. REVISIONS i _ s3 N RECORD DRAWING r INFORMATiON SHOWN ON THESE PLANS WAS PRO`JII)�O BY J !,m CITY OF FONTAN,4 Date January ?, 1996lux. mi. �4R ALTERATIONS -ra FtNa�- WQ5-r120cn, 'MAY HAV CO Ota(71URRED DURING INSTALLATION. THESE AOJUSfMENTS MAINTAIN TH OH GINAL DESIGN INTENT. NO WARRANT , EXPRESSED OR IMPLIED I OFFERED BY P4W afP•NNAP6xo,C TR CTOR IS RESPONSIBLE FO LLJ I0SO Drawn By • CONFORMANCE OF- THE LAN C STRUCTiON TO ALL CODES LIJ REGULATIONS AND OTHER REOU ENT . Sheet Title ' AP R i�tF_CTS CONSTRUCTIONLAND DATE: BY: 25' BY: P t A j o!)(, r 2 �✓ •;i �'qnb _ I2l�bi?,% !GI i�ll%O; f1% I-7- 7 10 9 ADDED SHEET 13 P" DATE oEsmFnoH IPS1923 5 Job No. s APPROVED BY CITY OF FONTANA LOT I I �zcj_d& 25126 r -/-c-97 ¢.714 ROBSTrwEDou Rcm DATE Sheet No. Ca. i CITY ENGINEER My Authority. txpires- • 'SCALE: 1 R-20' 2 of 3 Q Sheets PHASE 1 Big ./ •/////ice//�.►/��//.. �- ENTIRE SHEET IS PART OF PUBLIC BID DWG. NO. 2484