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HomeMy WebLinkAbout1.4-6209 Ph 4GENERAL NOTES 1. WALL BLOCK TYPE: MORTARED 6"x8"x16" STANDARD CONCRETE BLOCK COLOR: STANDARD GREY PATTERN: RUNNING BOND CAP: 1" GROUT 2. HEIGHT OF WALL/FENCE SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 3. WALL IS TO BE CAPPED AS NOTED ON PLAN. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 5. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 6. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 7. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. 8. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 9. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT, CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2" +-1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS. 10. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 11. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 12. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 13. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS_ 14. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 15. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (1-800-612-2144). 16. COMPACTION TEST NOTE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 17. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. GENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code (CBC). Current Edition. FOUNDATIONS A. For allowable soil bearing values refer to the Krazan & Associates Preliminary Soils Report No. KA Project No. 022-07003, dated 02-06-2007, CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 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 Wall: 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. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-90, f'm = 1500 psi 2. Reinforcing Materials: ASTM A615, Grade 60 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI @ 7 days and 1800 PSI 0 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. "Wet -setting" of the first course of block will be allowed. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND KENDRA STREET. ELEVATION = 360.51' (CITY DATUM) PER CITY OF BAKERSFIELD'S BENCH BOOK INDEX OF SHEET SHEET TITLE 1. WALL PLAN 1 � ro WALKABOUT - PARK DRIVE ITE_ 70, lb CD `XN PAD LINE P � \ i 1$ Wim- Fo ltj& EASEMEt4T ANGLE POINT .PECK Ft"AL- AAAp STA. 10+46.91, WALL o I \` SEE SECTION 1 8 � I \ s% Ld I`r 7i \ �, FP. 364.50 J Cn v 'Lu TRACT BOUNDARY I FP. 364.40 ¢ a- 00 35,' 2 Y NC o I BEGIN WALL 0° STA. 10+00.00, WALL - _- - ,E SE�TLON 1 -- - - -- -- -- -- -- -- -- -- -- -- --- ------ \L -EXIST. _ I T- I -�- BLOCK WALL 1 I TRACT BOUNDARY V T, T r1�11�, I I I I 1 I I I PLAN VIEW SCALE: 1 -=20' VICINITY MAP AU 51 _ _ AVENUE - - _ �o i 27 19pf-2 1 I 0 21 22 1 2332 1 25 26 I UNI I 1 II I I Il 14 if 1 v' N 1 UT 1 4 1 IE till 2 1 I~ t1615 14 I 'I X13 CR9�S JJ _ AVENUE _ - - _ 12 I 32 33 Z I Yi FUTURE: PARK SITE: 10 34 mil I LOT V J UNIT .3 I` I 9 PROPOSED WALE_ � \ 35 7 f \ I� tI ,p°9S EST TEAT. A 6413 Il l 1 0 I' 1° 1 7 1 0 1 5 1` KEY MAP SCALE: 1 "= 200' 382 380- 378to C.0 tc toporn 376 374 372 370 368 ca to 366 364 362 TOP or roofmc 360- 10 11 BAKERSF CITY OF IELD KERN COUNTY CALIFORNIA WALL PLAN BETWEEN LOT 7 AND FUTURE PARK SITE TRACT NO, 6209�PHASE 4 ENGINEER'S STATEMENT N.T.S. 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 ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. A, - 46.91 OF 72;06 LF OF PACHECO ROAD CD -� BLOCK WALL BLOCK WALL w 6" W SEE SECTION 1 SES SECTION 1 N > co N Q V) I J I N � o a FAIRVIEW ROAD Z 0(n M r'] N - -c w w -J ~ (n o W 3 Z _ O_ = o M Z >MM ww y N to 0 Ld W D - PROJECT 41f O 0 SITE w� `') BERKSHIRE ROAD c9 Q0 U > VICINITY MAP AU 51 _ _ AVENUE - - _ �o i 27 19pf-2 1 I 0 21 22 1 2332 1 25 26 I UNI I 1 II I I Il 14 if 1 v' N 1 UT 1 4 1 IE till 2 1 I~ t1615 14 I 'I X13 CR9�S JJ _ AVENUE _ - - _ 12 I 32 33 Z I Yi FUTURE: PARK SITE: 10 34 mil I LOT V J UNIT .3 I` I 9 PROPOSED WALE_ � \ 35 7 f \ I� tI ,p°9S EST TEAT. A 6413 Il l 1 0 I' 1° 1 7 1 0 1 5 1` KEY MAP SCALE: 1 "= 200' 382 380- 378to C.0 tc toporn 376 374 372 370 368 ca to 366 364 362 TOP or roofmc 360- 10 11 BAKERSF CITY OF IELD KERN COUNTY CALIFORNIA WALL PLAN BETWEEN LOT 7 AND FUTURE PARK SITE TRACT NO, 6209�PHASE 4 ENGINEER'S STATEMENT N.T.S. 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 ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. A, - WALL PROFILE SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL Y`8'GER A. McINTOSH R.C.E. 33322 EXP. 6-30-16 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR 382 380 378 376 374 372 370 368 366 364 362 zan 1" GROUT CAP #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #5 VERT. BAR AT 24" O.C. (CENTERED IN WALL) (45" MIN. LAP SPLICES) GROUT SOLID ALL CAMT ES 6"x 8"x 16" CONCRETE BLOCK #5 CONT. IN BOND BEAM (AT MID HEIGHT) PARK SIDE EX. GROUND N 3"x 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR -)-0- EX. -0" DATE %,3 DATE In - Z1715 �- L_ O T SIDE -� Ie WALL Fccr FJ 6, E"ASe.Me4f-Yr rM F I rJ At- AAAP #5 1- BAR AT 24" O.C. (CENTERED IN WALL) PAD ELEV. 1'-3" a 1'-d" . NL "; - - co 04 BAR 0 32" O.C. 3 EA. #4 BAR CONTINUOUS WALL SECTION 1 N.T.S- LO a rim 46.91 OF 72;06 LF OF � W CD Z BLOCK WALL BLOCK WALL 1l.LF 6" co SEE SECTION 1 SES SECTION 1 N Cl co r i V) I J I N � o a Z 0(n M r'] N - o -J < W 3 :Z1 M m M >MM ww y N to Ld W wWc.� w� Z U > W w� 0 �c11 N �wZ wl m m 00 � .o o -J,00 l QCL uJ W <<a- �QW J +W 3 o C) U W N NN� � J Q�_ F-5 o � ¢ o .i7Q57 W W va~i � - - 2 CL I .. Col. 0 � WW U1 N 369 > > w w I t FlNISHEO GRADE Fool W =364.40 ' �I r cc �2 O 80 SIDES Q C o +LTOP OF FOOTING 6. 6' MOW CURB WALL PROFILE SCALE: 1"=40' HORIZONTAL 1"=4' VERTICAL Y`8'GER A. McINTOSH R.C.E. 33322 EXP. 6-30-16 APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR 382 380 378 376 374 372 370 368 366 364 362 zan 1" GROUT CAP #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #5 VERT. BAR AT 24" O.C. (CENTERED IN WALL) (45" MIN. LAP SPLICES) GROUT SOLID ALL CAMT ES 6"x 8"x 16" CONCRETE BLOCK #5 CONT. IN BOND BEAM (AT MID HEIGHT) PARK SIDE EX. GROUND N 3"x 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING RE -BAR -)-0- EX. -0" DATE %,3 DATE In - Z1715 �- L_ O T SIDE -� Ie WALL Fccr FJ 6, E"ASe.Me4f-Yr rM F I rJ At- AAAP #5 1- BAR AT 24" O.C. (CENTERED IN WALL) PAD ELEV. 1'-3" a 1'-d" . NL "; - - co 04 BAR 0 32" O.C. 3 EA. #4 BAR CONTINUOUS WALL SECTION 1 N.T.S- LO a rim W � W CD Z (f) Y cr H co mIN I i N co r 11aCL V) I J I N � o a Z 0(n u, Z o -J < W 3 :Z1 z m >MM W W Ld o 0 U U �c11 N m m o O U U W W 2 CL Cn 0 WW U1 N > > w w W �2 O Q C o 'it W W CD Z (f) Y cr H co a Q = co r 11aCL 0 N � o a (j J Z o -J < W 3 Q m -- 00 W W T H co L r co r LL 0