The URL can be used to link to this page

Home My WebLink About2483-11.tif''roogiL m PAI L SPLIT SAI L F awct-. PAQl GIG . To BE Fl-r--MGVA PSLC CoNGULT' MAN OF FOR E,XAT SP�cII.l6- OF' AD�.CRwT F TG IV ACAAI FVE �rSXT roll:i-�- 11 � •l VVI0t:;CPe-M- RsT,' 71? 40N 64 "ri�� SPI 46 -Lo. (AF "LS 60 fb5T' IZP MA K-�emovA f3 L E! . j%P.�I�1L INGTALLATm4-j Ta^o!p scpLe BOLT FvW:�TEN INTO Kc-Wq9Y' Enep" Ic>N uN ITS . AL-ICs'N 45X.mevv e'1r-drp. Lcd& Ew OrH;,= s. 1 . "WOODCRETE" SPLITRAL FENCE 1'=10'- W TYPICAL 510 e WAL k ETU PLS No SCAL NOTE: P Ar vS 5W#,,LL " Aa Ta �1 4" NAT r..Pt �xo��U►JE r^/�c• ALLcW�►B� '� � g �eV44�,(L WiD ANt3 DEPr+F PEP CIN Sri. may. PER Ci7Y SfOS. / 30! Jvt+.tr f�Y G►r'�T=9. w/ �cL'_�D RAdlK ^ sFac CL' to dp IlliFill Idol I�ilill � (1'I Iq� Flli=-Iill�i=+.� IIIA .;• .� �� CA6a NJb 5�i��i PsIZGTRUGT. EWk*s. GD�'t1'y1G?i�f7 6UadvfucQro PEP GF-''l6Glllk TYPICAL SIDEWALk- SE-CTIGt,L 2 CONCRETE SIDEWALK l"_ 10'- 0" poup�ED C1040. rev - GTPLIP. Iota 6CONEP6. 5cop-el.��r� c� �' rxp JoI COMPGGTEp 5'Ub6i�►6E.fscrw 40TEG I) F�iMaj ' N 12! I� Ttom � 2 5L0€o 5$*. 3)' CONCRETE MOW STRIP NOT TO SCALE COINSTRUCTtON NOTES 1. CONCRETE: MINIMUM COMPRESSIVE STRENGTH Of 2500 P.S.I. AT TW6MTY EIGHT (28) DAYS. 2. CEMENT: CONFORM TO A.S.T.M. Cl SO AND AGGREGATE SHAD, C01 FORM 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 Olt INDICATED. S. I MAR AM FOQTMO SIZES, If Ste, ARE FOR RtOOTNG PURPOSES ONLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS ENGINEER THE NEED FOR ALL REINFORCING, BASE MATERIAL, PRESATURATION AND OTHER STRUCTURAL REQUIREMENTS. E. PAVING AND CONCRETE CONTRACTO fS ARE TO COORMAT1 AM CflOPEITATE WITH THE ELECTRICAL, DRAINAGE, AND IRRIGATION SYSTEMS INSTALLATION FOR REQUIRED SLEEVES, PIPES AND CONDUITS UNDER PAVING. 7. PRFO'R TO LAYOUT Of, REFER TO PLAN PLANS FOR TREE LOCATIONS. STAKE TREES AND OUTLINE SPECIFIED BOX SIZE. ROUTE UNDERGROUND DRAINAGE, ELECTRICAL, POOL & IRRIGATION PIPING OUTSIDE EXCAVATION REQUIRED FOR TREES. S. ALLOW AT LEAST 6-8 WEEKS TIME FROM PLACEMENT Of Oft UNTIL DELIVERY ON ANY MANUFACTURED ITEM UNLESS OTHERWISE NOTED. B. RE'FE`R TO FINISH GRADINGIDRAIRIAGE PLAN FOR VERTICAL. DIFFERENdCES, GRADES ARID SYSTFAaS. 10. WRITTEN DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 11. VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS AT THEE JO9 SITE. REPORT DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT. 12. CONFORM TO LATEST UNIFORM B41ILDOM COTE AND APP MASLIE VER14f(Ml4 AGENCY CODES 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 ATfAO*O, ADJOINING AND INTERFACING WORK OF OTHER TRADES, 1 GENERAL NOTES 1. COORt?IIMATE AND REFEA TO ARCHITECTURAL DRAWINGS FOR ADCtTIONAL NOTE'S AND SPECIFICATIONS. 2. SEE CTV1L ENGINEERS DRAWIFIGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN ON THESE PLANS. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT F SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOW LIMES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING PLANS. 4. STRUCTURAL ENGINEER TO HOLD DOWN 12' OR TURN BACK PLANTING WALL FOOTWGS TO ALLOW FOR MAX. PLANTM AREA. S. VERIFY LOCATION Of UTILITIES PRIOR TO CONSTRUCTION AND BE HELD LIAJ.E FOR DAMAGES I,VCURRED BY INSTALLATION OF THE WORK. IL REPLACE ANY EXISTS VEMENTS THAT AN DAMAGED DUAM4 CONSTRUCTION. 7. CHECK DIMENSIONS, F14AMfIM6 C0tdXTf0M AM SITE CONDITI 8E1`QRF STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN TME PLANS AND SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE MA11AE04ATE ATTENTION OF THE LANDSCAPE ARCHITECT. I. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION IT94 INCLUDING FOOTINGS, SHALL EXTEND BEYOND THE PROPERTY LINE. L GENERAL CONTRACTOR SHALL K RESPONSIBLE FOR ANY COOR'Of'RtATIM 1MTH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THE CONSTRUCTION OPERATIONS. PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PLACE PRIOR TO "TALLATION OF CONGTPAJCTION ITO". 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 SMALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. SPECTIONS. 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). IL PROPOSED SURFACES SHALL MEET EXISTMtf3 SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. I& -- -IONSARE FROM OUTSIDE FACE OF BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 20 OR 46 UNLEU OTHE Wf" NOTED. 14. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND iNT&VACWG WORK Of OTHER TRAI51S. 15. MATERIALS AND WORKMANSHIP: CONFORM TO LATEST UNIFORM BUDDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS ARE UNTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCMTECT AND OWW& APPROVED 13Y MY OF FONTANA A08MVVEDDLE P= My Authority ZxPiredl L LANDSCAPE ARCHIIECIURE URBAN DESIGN 30315 CANWOOD STREET - SUITE 10 AGOURA HILLS, CALIFORNIA 91301 (818) 889-9904 FAX: (818) 889-9907 1932 E. DEERE AVE.- SUITE 100 SANTA ANA CALIFORNIA 92705 (7141 251-9655 FAX. (714) 251-9657 S14no1w • rr ..mow V �\ Cly r w. ialA° Revisions ooa .lnw«p s, 1996 Omwn N sh" rn. CONSTRUCTION DETAILS job No1923.5 ,simNoLCD.1 11 014 Sheet DWG. 2483 V� 1. ''roogiL m PAI L SPLIT SAI L F awct-. PAQl GIG . To BE Fl-r--MGVA PSLC CoNGULT' MAN OF FOR E,XAT SP�cII.l6- OF' AD�.CRwT F TG IV ACAAI FVE �rSXT roll:i-�- 11 � •l VVI0t:;CPe-M- RsT,' 71? 40N 64 "ri�� SPI 46 -Lo. (AF "LS 60 fb5T' IZP MA K-�emovA f3 L E! . j%P.�I�1L INGTALLATm4-j Ta^o!p scpLe BOLT FvW:�TEN INTO Kc-Wq9Y' Enep" Ic>N uN ITS . AL-ICs'N 45X.mevv e'1r-drp. Lcd& Ew OrH;,= s. 1 . "WOODCRETE" SPLITRAL FENCE 1'=10'- W TYPICAL 510 e WAL k ETU PLS No SCAL NOTE: P Ar vS 5W#,,LL " Aa Ta �1 4" NAT r..Pt �xo��U►JE r^/�c• ALLcW�►B� '� � g �eV44�,(L WiD ANt3 DEPr+F PEP CIN Sri. may. PER Ci7Y SfOS. / 30! Jvt+.tr f�Y G►r'�T=9. w/ �cL'_�D RAdlK ^ sFac CL' to dp IlliFill Idol I�ilill � (1'I Iq� Flli=-Iill�i=+.� IIIA .;• .� �� CA6a NJb 5�i��i PsIZGTRUGT. EWk*s. GD�'t1'y1G?i�f7 6UadvfucQro PEP GF-''l6Glllk TYPICAL SIDEWALk- SE-CTIGt,L 2 CONCRETE SIDEWALK l"_ 10'- 0" poup�ED C1040. rev - GTPLIP. Iota 6CONEP6. 5cop-el.��r� c� �' rxp JoI COMPGGTEp 5'Ub6i�►6E.fscrw 40TEG I) F�iMaj ' N 12! I� Ttom � 2 5L0€o 5$*. 3)' CONCRETE MOW STRIP NOT TO SCALE COINSTRUCTtON NOTES 1. CONCRETE: MINIMUM COMPRESSIVE STRENGTH Of 2500 P.S.I. AT TW6MTY EIGHT (28) DAYS. 2. CEMENT: CONFORM TO A.S.T.M. Cl SO AND AGGREGATE SHAD, C01 FORM 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 Olt INDICATED. S. I MAR AM FOQTMO SIZES, If Ste, ARE FOR RtOOTNG PURPOSES ONLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS ENGINEER THE NEED FOR ALL REINFORCING, BASE MATERIAL, PRESATURATION AND OTHER STRUCTURAL REQUIREMENTS. E. PAVING AND CONCRETE CONTRACTO fS ARE TO COORMAT1 AM CflOPEITATE WITH THE ELECTRICAL, DRAINAGE, AND IRRIGATION SYSTEMS INSTALLATION FOR REQUIRED SLEEVES, PIPES AND CONDUITS UNDER PAVING. 7. PRFO'R TO LAYOUT Of, REFER TO PLAN PLANS FOR TREE LOCATIONS. STAKE TREES AND OUTLINE SPECIFIED BOX SIZE. ROUTE UNDERGROUND DRAINAGE, ELECTRICAL, POOL & IRRIGATION PIPING OUTSIDE EXCAVATION REQUIRED FOR TREES. S. ALLOW AT LEAST 6-8 WEEKS TIME FROM PLACEMENT Of Oft UNTIL DELIVERY ON ANY MANUFACTURED ITEM UNLESS OTHERWISE NOTED. B. RE'FE`R TO FINISH GRADINGIDRAIRIAGE PLAN FOR VERTICAL. DIFFERENdCES, GRADES ARID SYSTFAaS. 10. WRITTEN DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 11. VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS AT THEE JO9 SITE. REPORT DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT. 12. CONFORM TO LATEST UNIFORM B41ILDOM COTE AND APP MASLIE VER14f(Ml4 AGENCY CODES 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 ATfAO*O, ADJOINING AND INTERFACING WORK OF OTHER TRADES, 1 GENERAL NOTES 1. COORt?IIMATE AND REFEA TO ARCHITECTURAL DRAWINGS FOR ADCtTIONAL NOTE'S AND SPECIFICATIONS. 2. SEE CTV1L ENGINEERS DRAWIFIGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN ON THESE PLANS. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT F SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOW LIMES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING PLANS. 4. STRUCTURAL ENGINEER TO HOLD DOWN 12' OR TURN BACK PLANTING WALL FOOTWGS TO ALLOW FOR MAX. PLANTM AREA. S. VERIFY LOCATION Of UTILITIES PRIOR TO CONSTRUCTION AND BE HELD LIAJ.E FOR DAMAGES I,VCURRED BY INSTALLATION OF THE WORK. IL REPLACE ANY EXISTS VEMENTS THAT AN DAMAGED DUAM4 CONSTRUCTION. 7. CHECK DIMENSIONS, F14AMfIM6 C0tdXTf0M AM SITE CONDITI 8E1`QRF STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN TME PLANS AND SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE MA11AE04ATE ATTENTION OF THE LANDSCAPE ARCHITECT. I. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION IT94 INCLUDING FOOTINGS, SHALL EXTEND BEYOND THE PROPERTY LINE. L GENERAL CONTRACTOR SHALL K RESPONSIBLE FOR ANY COOR'Of'RtATIM 1MTH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH THE CONSTRUCTION OPERATIONS. PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PLACE PRIOR TO "TALLATION OF CONGTPAJCTION ITO". 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 SMALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. SPECTIONS. 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). IL PROPOSED SURFACES SHALL MEET EXISTMtf3 SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. I& -- -IONSARE FROM OUTSIDE FACE OF BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 20 OR 46 UNLEU OTHE Wf" NOTED. 14. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND iNT&VACWG WORK Of OTHER TRAI51S. 15. MATERIALS AND WORKMANSHIP: CONFORM TO LATEST UNIFORM BUDDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS ARE UNTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCMTECT AND OWW& APPROVED 13Y MY OF FONTANA A08MVVEDDLE P= My Authority ZxPiredl L LANDSCAPE ARCHIIECIURE URBAN DESIGN 30315 CANWOOD STREET - SUITE 10 AGOURA HILLS, CALIFORNIA 91301 (818) 889-9904 FAX: (818) 889-9907 1932 E. DEERE AVE.- SUITE 100 SANTA ANA CALIFORNIA 92705 (7141 251-9655 FAX. (714) 251-9657 S14no1w • rr ..mow V �\ Cly r w. ialA° Revisions ooa .lnw«p s, 1996 Omwn N sh" rn. CONSTRUCTION DETAILS job No1923.5 ,simNoLCD.1 11 014 Sheet DWG. 2483