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Home My WebLink About1.4-5176� � X ' X /Cv C l�l L.J r:7-> I& "DIA. E-x QANSI bN AAICNOK AT- 24" a, C. c 214-r /&/ P,�nvC7 elISAM X12 " r-p-ot..f Cr- WALL_ , W/ , IOULL l4el C ^4-1-t C*=- WALL Wt,�rt �r� �irX �Co i� G1�✓jL! � rz7rWC1:7 - � "� �"x r✓" cam. r�C rfi�l�v 70 L-47r efr�e rIA11014 64V .Us wA.1,L -��- i F XIS � _ I 1 l a I WALL SECTION 1 4 3/4 11 Engineer's Statement; These plans and specifications were prepared by me or under my direction and to the best of my knowledge and belief comply with City of Bakersfield- ordinances, standards, and design criteria, and include all improvement requirements of the Advisory Agency or other review board. ---""� I am responsible for all calculations and drawings on these plans and an errors omissions or - g P y , } violations of those ordinances, standards, and design criteria shall be corrected during ., g g 41 ' construction. amt...... ENGINES DATE DAVID Y. M I LAZZO C- 7 " 95 9 EXP. 2/27/93 REVIEWED BY: C�l� - �j- 40 �. PARKS DIVISION DATE APPROVED BY: CITY ENGINEER DATE E.W. SCHULZ R.C.E. 18450 EXP. 6/30/1993 N 23 °ZZ'iZ`' w 2, sg, 5q j 0 OWE TRACT 5176 MONUMENTATION PLAN o� u lz�I pV)i SPRING CREEK LOOP ENTRY PLAN i o� co,� -t om W°,U- o _I w 2. `a t 20. HORIZONTAL SCALE 1/8" WALL PROFILE VERTICAL SCALE 1/4" v o 3� 6 � o Nft� 11 - 1 1 1 �v tip r4 � Bert A. James AIA �v Michael G. Dhanens AIA 0 CAL CONSULTANT A 5 ments represented thereby are and shall remain the property of the Architect, and no part thereof shall be copied. disclosed to others or used in connection with any work or project other than the specific l written consent of the Architect Visual contact with these drawings or specifications shall constitute conclusive evidence of acceptance of these restrictions Written dimensions on these drawings shall have precedence over 0 dimensions and conditions on the job and this office must be notified crr PAC Gf= W�FLL Detailed shop drawings must be submitted to this office for review before proceeding with the fabrication of any product to be Included A PROJECT CAS & COOK DEVELOPMENT CORPORATION TRACT 5176 MONUMENTATION PLAN SILVER CREEK BAKERSFIELD , CALIFORNIA DATE r DATE ISSUED FOR ,c9 Q� aloll G, O. e7• G�I� 2nd C.O.B. Plan CM•ck Bidding del 02/12/92 03/10/92 Final C.O.B. Approval DATE MARK REVISION 6 DATE f ,9 e-71 SHEET DRAWN BY CHECKED La v o 3� 6 � o Nft� �a5 G �S. GENERAL STRUCTURAL NOTES GENERAL A ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE (UBC). 1991 EDITION. FOUNDATIONS A. ALL CONSTRUCTION SHALL CONFORM TO THE 1991 U.B.C. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE APPLICABLE ORDINANCES, CODES AND REGULATIONS COVERING THIS TYPE OF CONSTRUCTION. CONCRETE A. MATERIALS: I. REINFORCING: DEFORMED ASTM A615, GRADE 40. 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C- 150. 3. AGGREGATE: ASTM C -33. 4. WATER: CLEAN AND DRINKABLE B. CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING: 1. CLASS "B" CONCRETE, 2500 PSI @ 28 DAYS. 2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 3. 1 1/2" AGGREGATE (MAX). 4. 4:" SLUMP (MAX). C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. REINFORCING STEEL A. SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 40. CONTINUOUS BAR: CONCRETE...30 BAR DIA., CONCRETE BLOCK ... 40 BAR DIA.. MASONRY A. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C -90 2. REINFORCING MATERIALS ASTM A615, GRADE 40 DEFORMED. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. B. MORTAR: 1. STRENGTH: TYPE A. 1000 PSI B 7 DAYS AND 1500 PSI @ 28 DAYS. C. GROUT: 1. STRENGTH: 1500 PSI @ 7 DAYS AND 2500 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 3. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE' FOR 3 FULL DAYS AFTER GROUTING. PRIOR TO PLACING OR SETTING ANY FURTHER BLOCK COURSE THEREON. BENCH MARK: TOP OF CONCRETE MONUMENT AT CENTER LINE INTERSECTION OF c�- WAY AND HARRIS ROAD. ELEVATION = 360.35 / NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326 -3049 PARKS DEPARTMENT 326 -3711 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY THE CITY ENGINEER. GENERAL NOTES 1. REFER TO WALL PLANS FOR TRACT 4880 (SEPTEMBER,1986), TRACT 4902 (MARCH, 1989) AND TRACT 5176 (SEPTEMBER, 1990) FOR LOCATION, HEIGHT, MATERIALS AND DETAILS OF EXISTING WALLS TO REMAIN. 2. BLOCK TYPE A: PREGLAZED CONCRETE MASONRY UNITS "SPECTRA -GLAZE II" AS MANUFACTURED BY BURNS & RUSSELL CO. SIZE: 6" x 8" x 16 "• 4 SCORED (# DA 12) 8" x 2" x 16"• 4" SCORED AT CAP COLOR: #DA 211 *M1DW4H't- BLUE" PATTERN: STACKED BOND BLOCK TYPE B-: SPLIT FACE CONCRETE BLOCK. SIZE: 6" x 8" x 16" COLOR: GRAY TO MATCH EXISTING PATTERN: RUNNING BOND 3. ALL STATIONING DATA WAS CALCULATED AT FACE OF EXISTING PILASTER. 4. HEIGHT OF WALL SHALL EQUAL HEIGHT OF EXISTING WALL. 5. WALL IS TO BE CAPPED WITH 2" CONCRETE BLOCK 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 7. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT. 8. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY CASTLE & COOKE DEVELOPMENT CORPORATION ON A ONE TIME ONLY BASIS ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 9. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M 3-1557 TO A DEPTH OF 12 INCHES. 10. Any damage to the existing irrigation system or plant material will be the responsibility of the Contractor. Replacement of damaged plant material and repair of irrigation equipment shall be as directed by the City Parks Division. The existing irrigation system shall be fully operational at the end of each working day. 11. Prior to approval of wall plans, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the sign plan shall also be submitted to the Parks Division • . • 11 - 1 1 1 C -9579 tip r4 � Bert A. James AIA �v Michael G. Dhanens AIA 0 CAL CONSULTANT A 5 ments represented thereby are and shall remain the property of the Architect, and no part thereof shall be copied. disclosed to others or used in connection with any work or project other than the specific l written consent of the Architect Visual contact with these drawings or specifications shall constitute conclusive evidence of acceptance of these restrictions Written dimensions on these drawings shall have precedence over scaled dimensions contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by Gf= W�FLL Detailed shop drawings must be submitted to this office for review before proceeding with the fabrication of any product to be Included A PROJECT CAS & COOK DEVELOPMENT CORPORATION TRACT 5176 MONUMENTATION PLAN SILVER CREEK BAKERSFIELD , CALIFORNIA DATE APPROVED DATE ISSUED FOR aloll G, O. e7• G�I� 2nd C.O.B. Plan CM•ck Bidding del 02/12/92 03/10/92 Final C.O.B. Approval DATE MARK REVISION 6 DATE f ,9 e-71 SHEET DRAWN BY CHECKED La PROJECT NUMBER �a5 G �S. GENERAL STRUCTURAL NOTES GENERAL A ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE (UBC). 1991 EDITION. FOUNDATIONS A. ALL CONSTRUCTION SHALL CONFORM TO THE 1991 U.B.C. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE APPLICABLE ORDINANCES, CODES AND REGULATIONS COVERING THIS TYPE OF CONSTRUCTION. CONCRETE A. MATERIALS: I. REINFORCING: DEFORMED ASTM A615, GRADE 40. 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C- 150. 3. AGGREGATE: ASTM C -33. 4. WATER: CLEAN AND DRINKABLE B. CONCRETE MIX DESIGN FOR FOOTINGS AND WELL GROUTING: 1. CLASS "B" CONCRETE, 2500 PSI @ 28 DAYS. 2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 3. 1 1/2" AGGREGATE (MAX). 4. 4:" SLUMP (MAX). C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. REINFORCING STEEL A. SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 40. CONTINUOUS BAR: CONCRETE...30 BAR DIA., CONCRETE BLOCK ... 40 BAR DIA.. MASONRY A. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C -90 2. REINFORCING MATERIALS ASTM A615, GRADE 40 DEFORMED. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. B. MORTAR: 1. STRENGTH: TYPE A. 1000 PSI B 7 DAYS AND 1500 PSI @ 28 DAYS. C. GROUT: 1. STRENGTH: 1500 PSI @ 7 DAYS AND 2500 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 3. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE' FOR 3 FULL DAYS AFTER GROUTING. PRIOR TO PLACING OR SETTING ANY FURTHER BLOCK COURSE THEREON. BENCH MARK: TOP OF CONCRETE MONUMENT AT CENTER LINE INTERSECTION OF c�- WAY AND HARRIS ROAD. ELEVATION = 360.35 / NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326 -3049 PARKS DEPARTMENT 326 -3711 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TEST TO BE DETERMINED BY THE CITY ENGINEER. GENERAL NOTES 1. REFER TO WALL PLANS FOR TRACT 4880 (SEPTEMBER,1986), TRACT 4902 (MARCH, 1989) AND TRACT 5176 (SEPTEMBER, 1990) FOR LOCATION, HEIGHT, MATERIALS AND DETAILS OF EXISTING WALLS TO REMAIN. 2. BLOCK TYPE A: PREGLAZED CONCRETE MASONRY UNITS "SPECTRA -GLAZE II" AS MANUFACTURED BY BURNS & RUSSELL CO. SIZE: 6" x 8" x 16 "• 4 SCORED (# DA 12) 8" x 2" x 16"• 4" SCORED AT CAP COLOR: #DA 211 *M1DW4H't- BLUE" PATTERN: STACKED BOND BLOCK TYPE B-: SPLIT FACE CONCRETE BLOCK. SIZE: 6" x 8" x 16" COLOR: GRAY TO MATCH EXISTING PATTERN: RUNNING BOND 3. ALL STATIONING DATA WAS CALCULATED AT FACE OF EXISTING PILASTER. 4. HEIGHT OF WALL SHALL EQUAL HEIGHT OF EXISTING WALL. 5. WALL IS TO BE CAPPED WITH 2" CONCRETE BLOCK 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 7. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT. 8. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY CASTLE & COOKE DEVELOPMENT CORPORATION ON A ONE TIME ONLY BASIS ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 9. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M 3-1557 TO A DEPTH OF 12 INCHES. 10. Any damage to the existing irrigation system or plant material will be the responsibility of the Contractor. Replacement of damaged plant material and repair of irrigation equipment shall be as directed by the City Parks Division. The existing irrigation system shall be fully operational at the end of each working day. 11. Prior to approval of wall plans, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the sign plan shall also be submitted to the Parks Division • . • 11 - 1 1 1 C -9579 David Milazzo AIA Inc. In � Bert A. James AIA +Q a Q Michael G. Dhanens AIA 0 CAL CONSULTANT These drawings, related specifications. ideas. designs. and arrange- ments represented thereby are and shall remain the property of the Architect, and no part thereof shall be copied. disclosed to others or used in connection with any work or project other than the specific project for which they have been prepared and developed without the written consent of the Architect Visual contact with these drawings or specifications shall constitute conclusive evidence of acceptance of these restrictions Written dimensions on these drawings shall have precedence over scaled dimensions contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by those drawings Detailed shop drawings must be submitted to this office for review before proceeding with the fabrication of any product to be Included irn this project PROJECT CAS & COOK DEVELOPMENT CORPORATION TRACT 5176 MONUMENTATION PLAN SILVER CREEK BAKERSFIELD , CALIFORNIA DATE APPROVED DATE ISSUED FOR aloll G, O. e7• G�I� 2nd C.O.B. Plan CM•ck Bidding 02/11/92 02/12/92 03/10/92 Final C.O.B. Approval DATE MARK REVISION 6 DATE f ,9 e-71 SHEET DRAWN BY CHECKED SCALE PROJECT NUMBER for review. Sign plans shall include copy, Scanne.6 bv 7 ; color, materials, lighting and location of sign(s). 1. .4, S-1 3- to Dom. U1 �tl _ 0� •c F 0 fT' S ENTRY PLAN 20I r �9 N Q o�C N C7 /w i � u o �i Is WD OF � H W w w 2.58 z 7� o� �w 0 ti �z o Q4 Y) 1' 0000., 4)T %1I HARRIS ROAD ENTRY PLAN 20 HORIZONTAL SCALE 1 /8" WALL PROFILE VE-RTICAL SCALE 1/4° z.*_ _ . _ i COO'* ry E-)<PA/V-51a. AA/c4o ;K Al- 2.�^� o. c. ::::::.• 0000... 0000. 606::0.•. . 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