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HomeMy WebLinkAbout1677-S 8" C.M.U., SLD. GROUT h �� J rr�� J � 7 J J f'm= 1500. psi, F = 40000. psi P I y #5 0 16" Vert 0 Edge --Waterproofing do KENSINGTON PLACE BIRMINGHAM PL. FUTURE DAY CREEK BLVD. #4 ® 24" Horiz. Drain Board per Specifications ; ----- - ----- ---- I ! j _ 48 I I 2 3/4" Z i 2 Cu. Ft. Ft. Rock fill Wrapped in Geotextile 2'-0" Omit grout Fabric ° ,• altemoting blocks for L� O hr h W IIDrainageI 3 t ou o Z - \ 9 F.G. ° o ° o O I i r. 8 •p N l - #4 HORIZ AS SHOWN J W I R1 (36') �� 3 _ ---- - ---------- _ v . do POST(top) 7 i HEEL to 4 ® 16. ox. '♦ U l _ -J�_---- ,� �------ _---__ ��` �- -- _-_ _ ---- ---- -- - - - V 3'-2" l 21 ARROW -- - , --- - Row - - --- R ETAI N I N G WALL l _ ' LIP DOUBLE YELLOW 4 _ -, . 0 0 - 5 do R34 Q i 1 - - 3 _ -_ � WEST BOUND LANE (WBL) CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING I 0 >L �� -R34 8" C.M.U.. SLD. GROUT Ll _ ---- ---- _ _. ��----- - �- _• f'rn= 1500. psi, Fy= 40000. psi -��- -- -- -- - ---- -- - FOR 'WBL 15 0 16" Vert ® Edge ; -- Waterproofing do l 5 TEMP. R34 - - y _ . tf�10` M - - J4 0 24" Horiz Drain Board per ) - - - - Specifications (fEfitNC FAS?) - 21 2 3/4" l 1 O' / 6 21 R26 'Er s O J I g TYPE N' 2 6 *NO STOPPING HERE ` I -! 1 do W-56 TO CORNER" r; I 2 Cu. Ft./Ft, Rock fill `D W = 1 I I r Wrapped in Geotextile M €€i � Fabric F-- � 12" C.M.U., SLD. GROUT w � C/) f'm= 1500. psi, Fy= 40000. psi 2'-O" Omit grout W #6 ® 8" Vert 0 Edge o alternating blocks for (n Q m 1 I I ( I 4 0 24" Horiz F.G. 3'./(05 00 through Wall Drainage 1 I I I ( I I 1 I 8 3fIff" .O .y N L_ Ui 1FUTURE STREET ' T^ o L 1 #4 HORIZ. AS SHOWN 0,17 1 HEEL (top) #5 0 16.* o.c. 3'-9" � I 1'-O" 4'-O" I 5'-0" R, J 58 J J I SCALE 1"=40' J J RETAINING WALL CONVENTRY CT. TYPICAL NOTES: N.'__. i EOIsoN EASEMENT -- -- ------ s.B.C.F.C.b. SOUTHERN CALIFORNIA I II j GENERAL MASONRY RETAINING WALL 1 W R/W Z 1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE 1. ALL MASONRY CONSTRUCTION PER BLOCK MASONRY NOTES. TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED D OTHERWISE. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES 2. ALL CONCRETE CONSTRUCTION PER CONCRETE NOTES. AND TYPICAL DETAILS. w l 3. ALL REINFORCED STEEL CONSTRUCTION PER REINFORCING STEEL NOTES. I O 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE m GOVERNING BUILDING CODE. 4. ALL CELLS TO BE SOLID GROUTED BELOW GRADE. v j 3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, CURBS, DRAINS, DEPRESSIONS, 5. DO NOT BACKFILL RETAINING WALL UNTIL ALL MASONRY AND CONCRETE HAVE REACHED w -- ---___-' W RAILINGS, WATERPROOFING, FINISHES, ETC. DESIGN STRENGTHS (MINIMUM OF 28 DAYS OR APPROVED TESTING). - - - 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL ao V 6. ALL RETAINING WALLS WITH SLAB TIES AT TOP SHALL REMAIN SHORED UNTIL UPPER SLAB IS REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE ( ) POURED AND REACHES DESIGN STRENGTH MINIMUM OF 28 DAYS OR APPROVED TESTING). RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS INCLUDING THOSE I! _ - - __ _ �� -,��7 CL FURNISHED BY SUBCONTRACTORS. FOUNDATION co 1OQ 5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED OTHERWISE. 1. ALLOWABLE SOIL PRESSURE - 1500 PSF. M- R 26� POS 6. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 2. CARRY ALL FOOTINGS A MINIMUM OF 12" INTO NATURAL GRADE OR APPROVED COMPACT \5J + DRAWINGS (AND/OR ARCHITECTURAL SPECIFICATIONS, WHERE APPLICABLE) SHALL BE � � FILL. ACTUAL ELEVATION OF BOTTOM OF FOOTINGS SHALL BE AS DIRECTED BY THE SOILS r• BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE ENGINEER DURING CONSTRUCTION. r^ ! _ 4 _j PROCEEDING WITH ANY OF THE WORK INVOLVED. L l 3. ALL FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO POURING -�� _� �- �- r, WEST BOUND�E (4 ) 1 7. I Y T STRENGTH I - A NCR S DESIGNED ULTIMATE R N GN. _ ALL CONCRETE DES G EDB UL E S E G DES CONCRETE. l 8. REFER TO THE ARCHITECTURAL SPECIFICATION (WHERE APPLICABLE) FOR INFORMATION 4. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO POURING �� - -- -' R NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. LAj CONCRETE. -- _ I Z --" -- 9. CONTINUOUS (OR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY _�� f 2 �C EAT BOU(VD LANE (EBL- 21 _ __ ;_4 A REGISTERED DEPUTY INSPECTOR CURRENTLY LICENSED BY THE CITY AND APPROVED BYTHE ARCHITECT AND ENGINEER. CONCRETE - - �+ - - - �,.___ _.__ l r 4 I Z 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND THE JOB SITE -- O AND/OR ADJACENT PROPERTIES. 1. ALL CONCRETE CONSTRUCTION PER UNIFORM BUILDING CODE, CHAPTER 19. f- _ F 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, 2. ALL CONCRETE TO OBTAIN A 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI UNLESS _ - }P`NG p>iR - i F- OTHERWISE NOTED. E $� S _ ; Q J O TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE Q1KE 1A8 16t3'I- _1- R26(S) do POST ti] WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK. 3. CONCRETE MIX: MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 96, DWG' NC 4-�� ARROW CD CO C ETE TT MAXIMUM OF 7.5 GALLONS OF WATER PER #94 SACK OF CEMENT, MAXIMUM SLUMP OF C. S�' 13 - - '� 6 l a i Q 12. OBSERVATION VISITS TO THE SITE BY THE ENGINEER'S FIELD REPRESENTATIVE SHALL (- CEMENT SHALL CONFORM TO ASTM C150, TYPE II (OR ENGINEERED MIX DESIGN TO -.- NEITHER BY CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. - 1 liJ STRENGTH). TYPE V CEMENT WHERE SOIL CONTAINS MORE THAN 0.2 PERCENT SULFATE oo w 13. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON CONCENTRATIONS. ✓ �~ y ; m Q V) STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. 4. HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE % _ 1 00 1 112" FOR FOOTINGS, CAISSONS AND GRADE BEAMS AND 1" FOR ALL OTHER WORK. 14. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS _ ON THE STRUCTURAL DRAWINGS. 5. LIGHTWEIGHT AGGREGATES CONFORM TO ASTM C330) SHALL BE APPROVED AND THEIR Lnn LCA MAXIMUM SIZE SHALL BE r^ + 15 PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT 1 � WALLS (SEE DETAILS). 6. CONCRETE COVER AT REINFORCING SHALL BE AS FOLLOWS: -i I A) POURED AGAINST EARTH 3"CLEAR c° REINFORCING STEEL 6 EXPOSED TO EARTH BUT POURED AGAINST FORMS 2"CLEAR _ _ v o C SLABS ON GRADE AT CENTER r��I� r r �r� 1. REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615 D MAIN BARS IN BEAMS AND COLUMNS 1 1/2" CLEAR J J ' J �.J A) #4 BARS AND SMALLER GR40 E BARS PARALLEL TO COLD JOINTS 2"CLEAR ZO U,�y rn B #5 BARS AND LARGER GR60 ter^ 7. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS OR 2'0", WHICHEVER IS 2. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A185 (EXCEPT AT SLABS ON LARGER, UNLESS NOTED OTHERWISE. Z Z GRADE WHICH MAY BE GR40). NO VICTORIA PARK LANE 8. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE '� � DESCRIPTION 0 F R EV I S 10 N DATE CITY 3. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE OR OTHER SECURED IN POSITION PRIOR TO POURING CONCRETE. APPROVED: j MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. w 9. CONTINUOS INSPECTION IS REQUIRED FOR ALL CONCRETE IN EXCESS OF 2000 PSI. P CITY OF RANCHO CUCAMONGA_- BLOCK 4. ALL BENDS TO BE MADE COLD. MASONRY CONSTRUCTION NOTES SIGNING & STRIPING PLAN AND RETAINING WALL 1. ALL MASONRY CONSTRUCTION PER UNIFORM BUILDING CODE, CHAPTER 21. 9 ESSIONy STRUCTURAL DETAIL FOF 2. REINFORCED BLOCK MASONRY: ASSUMED DESIGN STRENGTH F'm=1500 PSI. ©O INSTALL SOLID WHITE STRIPE PER CITY STD. 133. �� G VICTORIA PARK E 3. UNITS SHALL BE NORMAL WEIGHT (OR LIGHTER) CONCRETE BLOCK, GRADE N, CONFORMING co c� �J c' LAN 21 INSTALL BIKE LANE PER CALTRANS STD. DET. 39 OR 39A No. 20596 11 m TO ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH of 2000 PSL " (FROM DAY CREEK BLVD. TO DAY CREEK CHANNEL) INSTALL PAINTED 'BIKE LANE" PER CALTRANS TRAFFIC MANUAL SEC. 6-47. Exp. 9-30-Ot 4. GROUT SHALL BE OF FLUID CONSISTENCY, GROUT MIX SHALL BE (BY VOLUME) 1 PART © * * TRACT NO. 15871-1 CEMENT, 3 PARTS SAND (FINE GROUT) AND MAY CONTAIN AN ADDITIONAL 2 PARTS PEA © INSTALL PAINTED ARROWS PER CA!TRANS STD. qTF �ivlt \P GRAVEL IF SPACES ARE 4 INCHES OR MORE IN EVERY DIRECTION (COARSE GROUT). F'c=2000 r - - ---- - - PSI AT 28 DAYS. © ��� APPROVED BY DATE: I, 4 INSTALL PAINTED STOP do STOP BAR. , , 5. MORTAR SHALL BE TYPE S, (BY VOLUME) 1 PART PORTLAND CEMENT, 3 1/2 PARTS SAND, 1/2 TO CITY ENGINEER ' RCE NO 24953 1/2 PARTS LIME PUTTY OR HYDRATED LIME. F'c=2000 PSI AT 28 DAYS. Q INSTALL TYPE 'K MARKERS (FLEXIBLE). -- © INSTALL R-26(S) (NO STOPPING SIGN) PER CALTRANS TRAFFIC MANUAL SEC. 4-28. CITY OF RANCHO CUCAMONGA DESIGN ( RECOMMEN ED roa coNauc riNv eg31 jaq 6. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS OR 2'0", WHICHEVER IS r ■rn. - R.C. LARGER, UNLESS OTHERWISE NOTED. INSTALL R-81 "BIKE LANE SIGN' PER CALTRANS TRAFFIC MANUAL SEC. 4-37 BENCHMARK NUMBER 10071 ,.�..._ ,.. (.Q) ELEVATION 1446.270DRAWN '"' °""°• FM b,m,. 7. ALL BLOCK WALLS TO BE RUNNING BOND, UNLESS NOTED OTHERWISE. SET 2" BRASS DISK IN CONC.WALL STAMPED SHEET s 8. BRICK SHALL CONFORM TO THE STANDARD SPECIFICATION FOR BUILDING BRICK ASTM C62, "CITY OF RANCHO CUCAMONGA BM 10071 1987" D.L. 4 OF ` BRICK GROUTING PER T21-2413. DETAIL RETAINING WALL ON NORTHERLY SIDE OF HIGHLAND AVENUE --- 100 FT. EAST OF HANLEY AVENUE, CHECKED 20596 DRAWING NO. 8 FT. NORTH OF GUARD RAILING ?A*fL NO -.._._ ___ - -_ S.C.M. DATE FILE NO 1677-5 PROJECT SHEET NO. OF 34038/IMPLANSI/SIP04 S- 20- 99 a mom G7 DETAIL AM P� • `', �`' ��v v �,,�' AMERSH • \ \ � 1000 SCALE 1"=40' I ♦ \ \ \ �� r' 635 � w 41 43 $ 42 m rn 0 44 160 4 ` f, \ \ 130' DOUBLE 47 SOLID YELLOW � 10p' $ Sw 60' REVERSE - - CURVE ' - R1 R-26 I - i _ R-2 - PAINT TYPE IV - ARROW 64 39 XX= 40 ;' ! i' i 69 68 67 66 65 1 KENSINGTON PL. SILVERBERRY ST. STRATF DR VICTORIA PARK LANE � ORD \� / v 'V! i SCALE 1"=40' x J 35 ; x WL5 34 o v > m =W ' HIGHGATE DR. cr � �L j ws3 j a o R-26 l � ') I k 32 33 Nom �= s, x Qv : Z _ - — i 22 21 , 12 q eE C r 26 - - YE QUI D — y S � , TYPE M W56 — R _ ____ 26 I R2 � 4 g - 100' SOLID DOUBLE YELLS --� _- - ✓� ( 4�SQLI D YELLOW - -- -- YEllgy \� \ ♦ �/ I i y, I F 2 � � --- 37 s -- --- - _- --- �, 4• o 36 I , - R 26 � � 3 8 � 0w. , Z e z� 39 103 - - _ s : u N 7 9 KENSINGTON PLACE- SCALE 1"=40' 514 43 k ' TUNBRIDGE CT. � w5 3 W i 79 m 78 64 40 1 ; J 1 N 4� 1 R26 i I U 1 W � - - ', , DESCRIPTION OF REVISION DATE CITY Q 1 - - -- - _ - APPROVED: 1 4' SOLID YELLOW 2 4' SOLID YELLOW a 4' SOLID YELLOW I , CITYOF RAID HCUCAMONGA' RANCHO W U -__-__ _ _ .__ _ - _ - - _ _ T SIGNING & STRIPING PLANS FOR W W CO 4 OF ESS R �D F Q Nq SILVERBERRY STREET AND � I C. ods ZcI 1 R26 m R26 (64 R1 LO I - --- - z _ KENSINGTON PLACE N ' � � No. 20596 �., + 1 7 9 /r Q 7 O Y 69 -- --- � Exp. 9-30-01 0 U it r- 1 sT CIVIL TRACT NO. 15871-1 15871-2 OUEENSBURY DR. TFOf- CA0 APPROVED — BY : DATE: CITY ENGINEER �CGG 24953 � - � RCE N 0 DESIGN RECOMMENDED i CITY OF RANCHO CUCAMONGA Al7s '-76M� �oa co�a� ri� R.C. ►.,...s..35opw)BENCHMARK NUMBER 163B CA'n" ae ---- -- - -- --- KENSINGTON PLACE DRAWN SHEET ELEVATION 1297.297 ,,,,,�,,. 24' EAST OF T ETIWANDA AVENUE D.L. 18OF 18 AND 40' NORTH OF � BASELINE. SET BRASS BENCH DISC IN TOP OF NE END CHECKED NO 20596 DRAWING N0. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE _- •�__ NO - , 1677S ILE PROJECT SHEET NO. -e;t7OF 34038/IMPLANS2/SIP18 9-01-99