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HomeMy WebLinkAbout1.4-6478 Ph 1-4Z v N La O Z 8� to Z npo > LL UJ � m ca U. Z W o� .W � 3 d 0 0 j � Z ��-� moo Lu Z W -j ... } Z O�W�� W j aUU��iZ .. No OW p O !- .. 2mWS z c mC�pa w Q WaZwOm � cr �r w Q� H w tyw� � � '�`a� � w w � � Z v � can x;g < uj z 0. w 0 (n 0 REVIEWED BY. ���� (n wwwo zuujnoou 0 0 C.) cy O� F= zwwow TRAFFIC ENGINEER, CITY OF, EIAKERSFIELD DATE — � .. awo�a�m di PANAMA T LANE � — — — � o o N (n 9 1 3 — \` l oowo4cna v IEWED BY. 3 8 ► � � � � � W Z��am�� Z Liu 10 i W 2 �� — � -n � � ' � � NQY�WZ0 � z Z VA 11 � � 3 6 9 10 11 12 311 � � � LLl n zmaw°�� ��a O � oouwwon Aftaodlm N PMLIC W DIRECTOR, CITY OF BAKERSFIELD DATE - - 4 w LOMICA COURT ' � l I I� l� W�� v W O Z p� Z a, �' 13 � 5 4 I Q _ _ i�� r� LLl � �DUZO�V !YU w qa O 6 19 18 17 16 15 14 APPROVED BY: i 14 ,� 3 0 �� � !� � t-� i �� aoa co �15 7 1 w I -- 0 IkEER 2 Lj 10 16 g 20 21 22 23 24 25 1� � ' j � ,��v� O � > U PUBLIC WORKS AECTOR, CITY OF BAKERSFIELD DATE � SELVA - - - - �. � � ; M RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) � �� � __ DRIVE _ � ( � � � � o� U a� d � x � y � W ,�v �+ 18 19 20 21 22 32 31 30 29 28 27 26 ' 1 � 1� 0��1 u SERVICE ART ff �T�I �ff 29 28 27 26 25 24 23 33 34 35 36 37 38 39 1� � No �6fORE roe '�.� NOTICE: 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF j MESTO DRIVE CONSTRUCTION. CALL CITY OF BAKERSFIELD CONSTRUC110N - - - - DEPARTMENT AT (661) 326-3049 AND CITY PARKS DIVISION 30 31 32 33 34 35 36 47 46 45 44 43 42 41 40 �1 � S AT (661) 326 -3117. r � r �� 43 42 41 40 39 38 37 48 49 50 51 52 53 54 55 BENCH MARK USED ��� °�N, r� SIGNAGE NOTE: � CALLADO _ LANE TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE - ?� PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO DIAL ML FIDE 1- 800 -227- 600 INTERSECTION STINE RD AND POPPYSEED DRIVE., COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING PHASE 1 � 44 45 46 47 48 49 50 51 52 �_3� �6`� 59 58 57 56 � AT LEAST TWO DAYS BEFQ�E YOU DEG DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BAKERSFIELD MUNICIPAL CODE, SECTION 17.60 110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO � PHASE 2 .. 8E SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PHASE 3� ' _� � ELEVATION = 359.19 (U.S.G.S. DATUM) PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING � � ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL �F THESE WALL PLANS BY 10 9 8 7 6 5 4 3 2 1 1 2 3 4 � I� PHASE 4 PER C.O.B. BENCH MARK BOOK PAGE 26A. MATERIALS LIST THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. � _ _ 5 ESTIMATED QUANTITIES, NOT _ TO BE USED FOR BIDDING PURPOSES _ POMERADO ANE a PHASE "1" O 12 13 14 15 16 17 18� 11 10 g BLOCK WALL 255 �F � � � Q 8 7 PHASE "2" FOOTING NOTE: � �� � � 3, BLOCK WALL � 72 � FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE I � I � zs PLANS BY MORE THAN 2 . ANY FORMWORK NECESSARY TO � �1 � 2s 24 23 22 21 20 19M 12 13 14 15 16 � „ MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE II I _� \ w 17 IBC � __ __ _ _ RoAt) PHASE 3 FINISHED TOP OF GRADE AT LEAST 16 OR THE DEPTH OF s�C BLOCK WALL 942 LF THE FOOTING, WHICHEVER IS LESS. 2� 5 � BELLANDO STREET � I � PHASE 4 � 28 29 30 31 32 33 34 35 36 23 22 21 20 18 BLOCK WALL 530 LF � i 19 1 � ' 45 44 43 CONSTRUCTION SEQUENCE � 42 41 40 39 38 37 24 25 26 27 28 PHASES 1 & 3 - - - - _ _ _ � � I I IZI I Q 99 0 PHASES 2 & 4 � 46 � EDERIA WAY � 1 I� I I � ul I FLANZ ROAD I - 29 a < 16 '�\v15 � �� 14 13 18 17 / 47 48 49 50 51 52 36 35 34 33 32 31 30 - - 18 a 17 � CHECO RD. � III I� C 58 19 22 a°�23 FAIRVIEW FA IRVIEW ROAD Q PANAMA � ❑� 24 LANE 20 � �1 57 56 55 54 53 37 38 39 40 41 42 43 � 59 44 ARVIN EDISON N l I II II 30 29 280 27 a 26 29 \ ; PHISTO PLACE McCUTC HEN Q ROAD � 25 OSK�NG RD. /� � 60 - 1 � 34 35 36 31 32 � 62 63 64 65 6� �� 45 — I 61 <4> aw O 51 50 49 48 4� 46 McKEE RD. PU KIN D OLD RIV R 5 �119) = �3 CE ER o r 6 0 4 Q � Q 2 URNO n�l ROAD I � � w > 80 9 10 z o 99 g o � �-- - - -- -- I �' � � 11 p 12 � BUS -N- W W ► I � I � k C) ,1� 016 SHEET No. INDEX t!) I cl) � � � �� N �Vy � LEGEND O TITLE SHEET � _ i . , � I I DATE 06/08/ OO STANDARD DETAILS — GENERAL NOTES O SHEET INDEX NUMBER 1 � � � � PR JOBNo. 05- OO WALL PLAN — PANAMA LANE � PROPOSED BLOCK WALL SHEET VICINITY MAP o WALL PLAN — BERKSHIRE ROAD -N- KEY MAP NO SCALE QQ WALL PLAN —SUMP RETAINING WALL sca�E: �=200' Off." 5 SOEETS I' W�e WV� Vi o O D W " 1 OR co 00 0 x 0 0� 0� - � 1 w LA •�• 0 2" BLOCK CAP #4 0 48" 0. C ► STREET SIDE #4 CON T, (BOTH SIDES) #4 0 24" 0. C. - 3" TYP �-- F- V) V) w w V) cn g„ 1 s - 4„ 2'_0" #4 CONT. LOT SIDE. LL " (0 #4 CONT. 0 32 „ O. C. 00 0 w1 Q » (0 fi w 1 0,: I 8" OR 7' -4" BLOCK WALL DETAIL NOT TO SCALE 4" MIN #4 @ 24" 0. C, #5 0 32" O.C.. Y 0 V O� fi m0 or. Ct to 0 w !� x 0 00 i �x 0 00 #4 CONT, BOTH SIDES OMIT HEAD JOINTS Cad FG FG 3" TYP 1' -0" 2' -10" CH A I N LI N K FENCE WITH it REDWOOD SLATS PER 1 C.O.B. STD. D -12 WATERPROOF SURFACE TO FG -- 2 3 /4" -FILTER FABRIC ' -0" RETAINING W 1�_Ott NOT TO SCALE X (-D Z �z a a� I w w ry 2" BLOCK CAP - V 0 STREET SIDE LOU M O R (SJ o I O RX " 0 00 CJ) 2 x c� 0 Y 0 0 U) _j W x (D o Dv­­- I 0 it X " V co N � �x 00 0 #4 CONT, BOTH SIDES #4 0 48„ 0,C.- BLOCK WALL #4 CONT. LOT SIDE z0 4goOOO LL #4 CONT. 0 32 O.C. 00 w 1 m . t0 w a w 1 00 ., t 3" 3" TYP TYP 2s- 0„ V. n to I �2�, �m NOT TO SCALE 0 0 0 k,,ob,--RlVETS (TYP.) LOCKABLE �� � � 1 /4 PLATE x 3 , TYP. TOP & BOTTOM HASP CP -32 GALVANIZED SHEETING, 16Ga. 2" SQUARE STEEL FRAME 4" SQUARE STEEL POST - 3/16" WALL .._... --- POWDER COAT TO MATCH WALL COLOR DROP BAR INTO 1" STEEL PIPE EMBEDDED IN CONCRETE 0 0 0 0 a a a 4 a 12" WIDE X °:9 D�EP'FGOT- ° 4. 1 DEEP 6Ofi lI G a 4 a 4a 6' �, U 4 • 4e 4" CLEAR - TYP. ALL SIDES CONCRETE FOOTING " 4 (TYP.) G 12 WIDE GATE DETAIL �+ NOT TO SCALE F-- cn w V) CAP PER ARCHITECTURAL DETAIL ----.. MASONRY TIES - 16" O•Cr EACH DIRECTION ft MORTAR 8x8 x16 CON C. Q o V) FILLET ww W LOU STREFT SIDF FINISHED GRADE �ii`i�r�i CL >V) Q +•• .� �._ --CTR �- Z H -GONG. MASONRY BLOCK D WATERPROOF z to 0 PER WALL DETAIL . • • __j SURFACE TO FG o W .SPL• S a 5 0 48" 0•C• "1 0 # 0 Nx- FILTER Qo 10, to FABRIC w ° MIN a a ° ,s 1 CF GRAVEL 1 -0 BACKFILL PER 4 l FOOT OF WALL ., t 3" 3" TYP TYP 2s- 0„ V. n to I �2�, �m NOT TO SCALE 0 0 0 k,,ob,--RlVETS (TYP.) LOCKABLE �� � � 1 /4 PLATE x 3 , TYP. TOP & BOTTOM HASP CP -32 GALVANIZED SHEETING, 16Ga. 2" SQUARE STEEL FRAME 4" SQUARE STEEL POST - 3/16" WALL .._... --- POWDER COAT TO MATCH WALL COLOR DROP BAR INTO 1" STEEL PIPE EMBEDDED IN CONCRETE 0 0 0 0 a a a 4 a 12" WIDE X °:9 D�EP'FGOT- ° 4. 1 DEEP 6Ofi lI G a 4 a 4a 6' �, U 4 • 4e 4" CLEAR - TYP. ALL SIDES CONCRETE FOOTING " 4 (TYP.) G 12 WIDE GATE DETAIL �+ NOT TO SCALE F-- cn w V) CAP PER ARCHITECTURAL DETAIL ----.. MASONRY TIES - 16" O•Cr EACH DIRECTION WATERPROOF TO HIGHSIDE FG RETAINING & COVER PER WALL DETAIL DRAINAGE MEASURES PER WALL DETAIL CONT. REBAR PER WALL DETAILS VERTICAL REBAR PER WALL DETAILS CONT. REBAR PER WALL DETAIL - VERTICAL REBAR ft ow 8x8 x16 CON C. Q o V) MASONRY BLOCK ww W LOU STREFT SIDF Z LOU >V) Q WATERPROOF TO HIGHSIDE FG RETAINING & COVER PER WALL DETAIL DRAINAGE MEASURES PER WALL DETAIL CONT. REBAR PER WALL DETAILS VERTICAL REBAR PER WALL DETAILS CONT. REBAR PER WALL DETAIL - VERTICAL REBAR Ob •• • . . .' PER WALL DETAIL t. • IT F+ ACE (TYP).; • . •. . MIle .:� J •. Q +•• .� �._ .• . H -GONG. MASONRY BLOCK W � PER WALL DETAIL . • • __j �. .• .SPL• S a to 10, 00 w 00 00 so J I C.� • . Op = f cr , • . + • • • U' J • •,. • • . • •• J • • • • OMIT HEAD � 3 JOINTS @ 0 w LOWSIDE FG a c� FOOTING REBAR 4 PER WALL DETAIL .a VARIES PER WALL DETAIL ONE & ONE HALF 8''x8" x16» CON C, BLOCKS PILASTER DETAIL NOT TO SCALE CONC. MASONRY BLOCK PER WALL DETAILS MASONRY TIES CON FTC 16 0 f) O.C. PER WALL DETAIL EACH DIRECTION * VARIES PER WALL DETAIL STREET -SIDE ARCHITECTURAL PLAN �+ NOT TO SCALE WALL TO MATCH EXISTING WALL ALONG ADJACENT TRACT IN COLORR, STYLE AND FINISH. 2" MANUFACTURED CONCRETE CA '' �' �' Ob •• • . . .' • t. • IT F+ ACE (TYP).; • . •. . MIle .:� •. +•• .� �._ .• . . . . • • • .. • . • • �. .• .SPL• S • • to 10, 00 00 00 so • • • • • . �• • f • , • . + • • • •. i• • • . • •,. • • . • •• • • .. e • • • • , ey • • %, • e • • • • • 00 • • •.` • . • . • . • • . . �. . t ....• . • ... • . . .. • . . 10 • • • • • •" `SPLIT FACE TYP • _.: s. +r ....; ., • . ,• ., ,...: • : y . ••.' •. ♦ :. •.� .:. f •r... "�'. •• . , ....: . _ . .. .to a . . i • ... ... e •• • • • r of . . . s... .. ,... • .. i.. . . . . 7 .... . . ... LOU g, _, ♦ 46 q4t •.� • ♦ • , N • • • • • • • • _• •. . . .., . .. r • • Is .0 ., ., 0 .ft 00 , .• . LL • •% • • ` : met. , : + '• .•• * _ . • • b • .• • ••t• . �,• N• • • • ..• ••r• . e e . • , to • . . . ... ,• • e . . • • •'.•0000 • • •• .e • -b • / , .y• . • •• • . �• .. • 40 a 4,04%00 .. % . ♦ . ,• .. . oo 000 r. • 0 . . . a .Y f . ti . • 1 0000 • • . .. . , ...r .. .. a :1o1�1� ELEVATION NOT TO SCALE GENERAL NOTES 1, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT - OF- WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE CITY PARKS DEPARTMENT 48 HOURS NOTICE, 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE, 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF --WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF --WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT, 4, ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC. AND ANY ADDENDA THERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, PORTER -- ROBERTSON ENGINEERING AND SURVEYING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS, THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK, 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT, 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR, 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR. AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 140, IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE, FOR THE PROJECT, 15• PORTER- ROBERTSON WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER - ROBERTSON ENGINEERING AND SURVEYING, INC. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. WALL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2• BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT -OF -WAY OR EASEMENTS, THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER, 5• WATERPROOF SURFACE WITH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L -8, COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING, 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A SPACING OF 16 INCHES ON CENTER, 7, FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH 3/8" --MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP, 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6' -0" MIN. MEASURED FROM THE HIGHEST ADJACENT GROUND. 9, MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED, 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED, 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. 12, GROUT ALL CELLS CONTAINING REBAR, TYPICAL. 13. CLASS 2 BACKFILL SHOULD BE IN ACCORDANCE WITH SECTION 68 -1.025 OF THE CALTRANS STANDARD SPECS, STRUCTURAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NOTES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1, REINFORCING; ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE V, ASTM C -150. 3. AGGREGATE: ASTM' C-33. 4, WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER, 2. CONCRETE MIX DESIGN FOR FOOTINGS: *REFER TO SECTION 1. CLASS "B" CONCRETE *, 2500 PSI AT 28 DAYS, 90 OF THE JULY 2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 1992 CALTRANS 3. 3/4" AGGREGATE (MAX). STANDARD SPECS. 4. 5" SLUMP - MAXIMUM WATER /CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS; 1, CONCRETE BLOCK MASONRY UNITS: ASTM C -90• 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS, 3. ADMIXTURES; ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1800 PSI 0 28 DAYS. 3. GROUT: 1, STRENGTH: 2000 PSI 0 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 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