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Home My WebLink About2489-l-2.tif. i . 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 A.S.T.M. C33. 3, CONCRETE SLUMP: MAXIMUM SLUMP 4 INCHES, EXCEPT FOR FOUNDATIONS WHICH MAY HAVE A 5 INCH MAXIMUM SLUMP. 4. CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE NOTED OR INDICATED, 5. REBAR AND FOOTING SIZES, IF SHOWN, IARE FOR BIDDING PURPOSES ONLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS ENGINEER THE NEED FOR ALL I REINFORCING, BASE MATERIAL, PRESATURATION AND OTHER STRUCTURAL 4 REQUIREMENTS. 6. t PAVING AND CONCRETE CONTRACTORSARE TO COORDINATE AND COOPERATE WITH THE ELECTRICAL, DRAINAGE, AND jIRRIGATION SYSTEMS INSTALLATION 4 %y ~ THICK T700I__ E P J O I int -r PFR, CITY STDS• RE-FEF:z, 4 NAT G PE�-r -T-o PL,A N i^ OFZ Loc -AT I O N eKms.51C)EWALK KY-1 BF-CPr1 F�q• PER P.XP. 1_101N_T FT.f;zl CrTY CITY STS L z . SPAcG @ 2 (0, p + �'il I! /z''OF 9'uc�vPf��o Ccx,,C. WALK INsTALLATIoN PE Fa clri 4 AWA STAN DAP DS T -IT I CAL SI DEWALk- SE-6TICq CONCRETE SIDEWALK 1 "=1'-O" pourer coNc. rte✓ � u 671;iP. ��t�s � �o�'o�.. C ct' JoItJTG ca -35) ate. FZe2oT1TPc11tt11e bll;�::llin}1'dUP`��il�11�N _ �lilq =�Til1 s� '� •a � I Illi J L�.40 COMPACT -pp 5VD 6PAbE, CONCRETE. MOW STRIP 77 214- �. 11 ., G G VA& � 2.4 O.G. t! ll -' � cg M1 . C:� T • CONC. PAVING PERIMETER FTG. . � N -- �= I L ICI • 40 . , r7 7 ry % 40 I I H�N 1 11 m I I 1:=Zl I I I Iw TOOLED JOINT N.T./n HOTS W 4 Tfj P TZ) �r'1A1N MIN. 12•r` FPOM VVTot-1 of 2:1 .5� ..,ter.. NOT TO SCALE.04 �f Pf�ox • �/9' �X�E�r PoRr-to�! of 17,41-le. CONSTRUCTION NOTES 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 A.S.T.M. C33. 3, CONCRETE SLUMP: MAXIMUM SLUMP 4 INCHES, EXCEPT FOR FOUNDATIONS WHICH MAY HAVE A 5 INCH MAXIMUM SLUMP. 4. CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE NOTED OR INDICATED, 5. REBAR AND FOOTING SIZES, IF SHOWN, IARE FOR BIDDING PURPOSES ONLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS ENGINEER THE NEED FOR ALL REINFORCING, BASE MATERIAL, PRESATURATION AND OTHER STRUCTURAL REQUIREMENTS. 6. t PAVING AND CONCRETE CONTRACTORSARE TO COORDINATE AND COOPERATE WITH THE ELECTRICAL, DRAINAGE, AND jIRRIGATION SYSTEMS INSTALLATION 4 FOR REQUIRED SLEEVES, PIPES AND CONDUITS UNDER PAVING. 7. PRIOR TO LAYOUT OF UNDERGROUND IMPROVEMENTS, REFER TO PLANTING PLANS FOR TREE LOCATIONS. STAKE TREES AND. OUTLINE SPECIFIED BOX ° SIZE. ROUTE UNDERGROUND DRAINAGE, ELECTRICAL, POOL & 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 FINISH GRADING/DRAINAGE 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 AND THE LANDSCAPE ARCHITECT. 12. CONFORM TO LATEST UNIFORM BUILDING CODE AND APPLICABLE GOVERNING AGENCY CODE'S AND ORDINANCES. NO PART OF THE CONTRACT DOCUMENTS 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. In GENERAL NOTES 1. COORDINATE AND REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS. 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 PLANTING 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, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN THE PLANS AND SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. 8. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND BEYOND THE PROPERTY LINE, 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THE CONSTRUCTION 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. CONSTRUCTION MEANS AND METHODS, BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. �1 1. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). 12. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 13. DIMENSIONS ARE FROM OUTSIDE FACE OF BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 OR 45 UNLESS OTHERWISE NOTED. 14, COORDINATE: AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 15. MATERIALS AND WORKMANSHIP: CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE- ARCHITECT AND OWNER. . - _ •APE I 'dra s 4 � . DETECTABLE WARNINROOVES'•• t. EXPANSION JOINT rq'' F' LT l•.I / Po LA'S U L F C. I DC• oKaE. L oR Q1. AL) M AT�4-j CON C . C o>_o F, NTh, HANSON ASSOCIATES, INC. P.O. Box 2096 ORANGE, CALIFORNIA 92669 (714) 538-5876 FAX 171 A) 538-4263 72� INGROUND MOUNT BENCH 3'2.. { - jl %r • '� r •• DETECTABLE WARNING GROOVE SEE DET. 4 THIS SHT4. RUN FULL LENGTH OF BENCH N75. N r - R m A "ECORU DRAWING 1j'I1DIED BY ,0,1...t�fL• pFs��Lv pM IE;t*.17 E O~ W THE alaALl EW WE) n I � OR e;15a THE L.A. IS RE F0F C NMAI OF THF, SCA p 10TiON i ALI. CODES REGULAIMS AND 018FR RWOMEMENTS fH L,,A. G GUk oNC, LAND CApFE ARCHITECTS DATE: 11CA10 DY: -- 24� ( LANDSCAPE ARCHITECTURE URBAN DESIGN 30315 CANWOOD STREET - SUITE 10 AGOURA HILLS, CALIFORNIA 91301 (818) 889-9904 FAX: (8181 889-9907 1932 E. DEERE AVE.- SUITE 100 SANTA ANA CALIFORNIA 92705 (714) 251-9655 FAX. (714) 251-9657 Signature i i i �o CN 000 b � O >0 U rz C) v �p � C�p CS o ct N Cd � • R Revisions 11-1-76 PE K <.-ITY Date OCTOBER 26,1996 Drawn By Sheet Title CONSTRUCTION DETAILS'/ NOTES GENERAL NOTES Job No. r 192303 - Sheet No. 2 DWG. NO. 2489 i I IfZCCORD f)AAW I NCS REV DATE DESCSJFnCN PQ' APPROVED BY CITY OF FONTANA .�/ 25126 �L,�„/y ROBERT WEDDLE RCE DATE - CfTY ENGINE My Authority Expires LANDSCAPE ARCHITECTURE URBAN DESIGN 30315 CANWOOD STREET - SUITE 10 AGOURA HILLS, CALIFORNIA 91301 (818) 889-9904 FAX: (8181 889-9907 1932 E. DEERE AVE.- SUITE 100 SANTA ANA CALIFORNIA 92705 (714) 251-9655 FAX. (714) 251-9657 Signature i i i �o CN 000 b � O >0 U rz C) v �p � C�p CS o ct N Cd � • R Revisions 11-1-76 PE K <.-ITY Date OCTOBER 26,1996 Drawn By Sheet Title CONSTRUCTION DETAILS'/ NOTES GENERAL NOTES Job No. r 192303 - Sheet No. 2 DWG. NO. 2489 i