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HomeMy WebLinkAbout1.9-7255 7256 7257 Record DrawingGENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Soils Engineering, Inc. Report No. 13-14656, Dated 2-3-14. 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 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. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-90 2. Pacific Clay Modular Face Brick, Sunset Red: ASTM C-216 3. Reinforcing Materials: ASTM A615. Grade 60 deformed. 4. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI CSD 7 days and 1800 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. "Wet -setting" of the first course of block will be allowed. 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 326-3117 GENERAL NOTES 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6"x 8"x 16", 8"x 8"x 16", & 10"x 8"x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND CAP: RED BRICK WITH WHITE MORTAR 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 6. 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. 7. 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. 8. 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. 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 10. 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" t1/8". 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. 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 12. 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. 13. 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. 14. PRIOR TO INSTALLATION OF ANY SIGNAGE, 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 FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY. DIMENSIONS. COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 15. 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. 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. 19. ��L 1�lAU.S�G�T�, i�►JD A'�PU�1'�IVRNe�s To Be CoIOTi,01.00 P fkT99SE` PLANS KLTM50G4 IM u'ry RIGHT ol! Wk1j MILE PRIVATE Ob WILL BE MATELY MAtWININED. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PUBLIC ENTRY GATE FOR TRACT 7255, 7256, & 7257 INTERSECTION OF MING AVENUE & HOVINGHAM DRIVE (PRIVATELY MAINTAINED) ENCROACHMENT PERMIT NO. 30000026 BERRENDA MESA WATER STORAGE DISTRICT ■_ _ _ _ MING AVENUE _ _ _ _ _ - _ _ _ MING_ AVENUE ------------------------- -- I 2 PROPOSEDENTRYGATE - -- - - - - -- --- - -'------ own ,0 12 1 13 1 14 1 15 1 16 1© 19 I 18 1 17 1 16 1 15 1 14 1 13 4 3 / \ 8 7 10 8 9 10 11 12 j ♦` 12 U N/ T 2 4 1 3 4\ 5 / 13 9 UN/ r 377_79- UN/T ;o s (r--- - - 2 �"" UN/ r 1 14 0 8 Z , 15 _ � ♦ Z 7 6 5 4 3 2 1 20 ©1 1 ' 2 9 ` �l t2 t, 1 15 16 17 ® 1 \ 32 \ _ J I 12 I �.mom I 3 1 13 ' , ��i./e�" �'%� % �j \�j. 31 "'1 I 1 16 Q 36 11 i _ 1 _ _ 1 _ I ; , 1 a . \ B \ P s+'' TAU i - J J 2V 30 `- - 2 TRACT 72546 _ - Z11F 24 5 =-=UN/T 2- - -® 10 9 S 17 16 15 ( 4 13 2 1 II00 17 p 7 ERY A \ �� 29 1 37 18 38 28 6 UN/T 3 40®\ 27 0 19 i - 20 I _ � 16 17 18 19 20 21 22 23 24 25 e 1 5 y\ / 4 U N / T 1---� , 7 -- - -1 ♦ �- 14 13 12 11 10 9 8 7 6 54 3 2 1 \ 31 \♦� , 9 .. .. U N /:�T J o 10 30 1 29 1 28 1 27 1 26 1 25 24 29 >� \ \ I I I I I l� � � ` � 25TA725725 --L._1--I-- CT 7257" _ - - 25 27 T24 - \ -' - - 12 ' 31 20 I 21 1 22 1 23 1 21 26 - s - i 13 -- 20 14 19 18 i 17 1 16 ; 1S » -- - 12 13 ® -' -' a2 DENOTES SHEET NUMBER FOR WALL �7 1 \ - _ 2 I r s KEY MAP 1 I ! SCALE: 1"=200' FUTURE SCHOOL SITE 0*00® - ® 21 ®'' ® 22 23 00 00 24 �. 246000000 UNI r 4 00 r5 Q SHEET NO. INDEX 4 s GATE NOTES: ALL VEHICULAR (SATES LOCATED AT THE INTERSECTION OF M9dO AVENUE AND HOVWOHAM DRIVE SHALL BE PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS. "ALL VEHICULAR GATE APPENDATURES, INCLUDING BEARING PADS 8 GATE ANCHORING MECHANISM, TO BE LOCATED A MINIMUM OF 18' AWAY FROM THE FACE OF CURB. STACKING REQUIREMENTS NEED NOT BE CONSIDERED SINCE THE GATES WILL BE CONTINUOUSLY OPEN. SHEET TITLE 1. COVER SHEET 2. PUBLIC GATE DETAILS LEGEND: ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END VERTICAL CURVE BC BEGIN CURVE TW TOP OF WALL W1 WALL SECTION PROPOSED WALL �1 CENTERLINE STATION - SEE TABLE SECTION LETTER .� SECTION UNE EFT SECTION IS LOCATED VICINITY MAP NO SCALE 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 ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL.BE CORRECTED DURING CONSTRUCTION. /I APPROVED ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-16 -z-3 -(to DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE "PRIVATE" AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY. NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY. ASSISTANT PUBLIC WORKS DIRECTOR io DATE 1 ZD/(O DATE ;'_ _46-131 / ! t REVIEWED BY. TRAFFIC ENGINEER DATE BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE OF SECTION 10, T. 30 S., R. 26 E, AS SHOWN ON RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN THE OFFICE OF KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK _ USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN ROAD, ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30.S, R.26E., ELEVATION = 367.96' (NAVD 88 DATUM) NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM OWNER & SUBDIVIDER: CASTLE & COOKE CALIFORNIA, INC. 10000 STOCKDALE HIGHWAY BAKERSFIELD, CA 93311 CONTACT: SCOTT THAYER PH.: 661-664-6500 o -oma 1G DPSW Know what's below. -a 9= CZ Call before you dip. , • • . .,r .o ... rn O � Q � U W Z L_ I Q J U CJ co iC o E co N Cn coco w Y M a 0 STOCKDALE NSI T. 30 S., o R. 26 E. 001 N 2 PROJEC T S/ TE 0 ot CL �Nz MING AVENUE CZ IL am XSm 6 N V i o e 0, in 11 z 2 p aR �� v =3 5 WHITE LANE a a z W � 5 D 14 0 13 m Cn J OUTHERN PACIFIC RAILROAD LEGEND: ABBREVIATIONS FL FLOWLINE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END VERTICAL CURVE BC BEGIN CURVE TW TOP OF WALL W1 WALL SECTION PROPOSED WALL �1 CENTERLINE STATION - SEE TABLE SECTION LETTER .� SECTION UNE EFT SECTION IS LOCATED VICINITY MAP NO SCALE 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 ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL.BE CORRECTED DURING CONSTRUCTION. /I APPROVED ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-16 -z-3 -(to DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE "PRIVATE" AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY. NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY. ASSISTANT PUBLIC WORKS DIRECTOR io DATE 1 ZD/(O DATE ;'_ _46-131 / ! t REVIEWED BY. TRAFFIC ENGINEER DATE BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE OF SECTION 10, T. 30 S., R. 26 E, AS SHOWN ON RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN THE OFFICE OF KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK _ USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN ROAD, ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30.S, R.26E., ELEVATION = 367.96' (NAVD 88 DATUM) NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM OWNER & SUBDIVIDER: CASTLE & COOKE CALIFORNIA, INC. 10000 STOCKDALE HIGHWAY BAKERSFIELD, CA 93311 CONTACT: SCOTT THAYER PH.: 661-664-6500 o -oma 1G DPSW Know what's below. -a 9= CZ Call before you dip. , • • . .,r .o ... rn O � Q � U W Z L_ I Q J U CJ co iC o E co N Cn coco w Y M a 0 C3 NSI W r 001 N z ." J CL �Nz CZ C v N V i Cc .A122~'> OvOt? J a � � 5 CCS J C3 W r 001 N z ." J CL �Nz CZ C v N V i Cc .A122~'> OvOt? J a � � 5 CCS J W r 001 N LEGEND: ABBREVIATIONS REF. NO. FL FLOWUNE CL CENTERUNE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END VERTICAL CURVE BC BEGIN CURVE TW TOP OF WALL W1 WALL SECTION (TYPICAL ALL COLUMNS) 10'-0" PROPOSED WALL 10 CENTERUNE STATION - SEE TABLE �9!Oa SECTION LETTER OLE MAX. *1.50' *1.50' .) SECTION UNE II SHEET SECTION IS LOCATED STATIONING TABLE — COLUMNS REF. NO. DESCRIPTION C.L.STATION ( q COLUMN STA. 22+54.26, 48.49LT. 20 (L COLUMN STA. 22+54.26, 35.16LT. Q (L COLUMN STA. 22+54.26, 2.33LT. ® g COLUMN STA. 22+54.26, 8.34RT. [5 q COLUMN STA. 22+54.26, 41.17RT. © (L COLUMN STA. 22+54.26, 54 5ORT. 13'-4" A,. PRECAST PINEAPPLE FINIAL I PRECAST COLUMN CAP - ARCHITECTURAL BAND 1110111 III REFER TO MING do ALLEN WALL PLANS FOR ENTRY WALLS i I RIGHT-OF-WAY I 10' WIDE , MEANDERING SIDEWALK SEE MING ALLEN WALL PLANS z 0 ENTRY ARCH �1 (NO GATE) -4 3'-4" I COLUMN C - FLOWUN 32'-10" 22'-6" FLOWUNE TO FACE OF CURB 6 " 3' -_ CLR. CL 29'-6" VEHICULAR GATE (FIXED OPEN) _ PERMANENTLEY FIXED OPEN. 10'-8" o AN 3'-4" SEE REVISIONS TO TRACT 7255 UNIT 1 STREET PLANS FOR MEDIAN CONSTRUCTION DETAILS, APPROVED 5/11/16. FLOWUNE 32'-10" 22f-6" CURB TO *1'-6" *1'-6" CLR. CLR. 29'-6' VEHICULAR GATE PERMANENTLEY FIXED OPEN VEHICULAR GATE PUBLIC ENTRY GATE f 1 RIGHT-OF-WAY 5' WIDE MEANDERING SIDEWALK -4" 10' HOVINGHAM DRIVE ENTRANCE ENCROACHMENT PERMIT NO. 30000026 SCALE: 1" = 10' HORIZONTAL 32'-10" 10'-8' 32'-10" R. - COLUMN CTR. COLUMN CTR. - COLUMN CTR. ^ COLUMN CTR. - COLUMN CTR. PRECAST PINEAPPLE FINIAL PRECAST COLUMN CAP SEE DETAIL B do D SEE DETAIL B O D ARCHITECTURAL BAND THIS SHEET THIS SHEET 2 11101110 �� III III 0111 � cn n n /,l N i i� cTy I 55 1 91 4" I z r o I 0 UY ARCH GaGaATE) -4" 10' HOVINGHAM DRIVE ENTRANCE ENCROACHMENT PERMIT NO. 30000026 SCALE: 1" = 10' HORIZONTAL 32'-10" 10'-8' 32'-10" R. - COLUMN CTR. COLUMN CTR. - COLUMN CTR. ^ COLUMN CTR. - COLUMN CTR. PRECAST PINEAPPLE FINIAL PRECAST COLUMN CAP SEE DETAIL B do D SEE DETAIL B O D ARCHITECTURAL BAND THIS SHEET THIS SHEET 2 11101110 �� III III 0111 � cn n n /,l N i i� cTy I 55 1 91 3� I coi , o I Iff 13±6 U7 IQ��I CL o� CCS ih . P" 6'-0" COLUMN BAS 2' #6 VERT. BARS 36PRECAST (TYPICAL ALL COLUMNS) 10'-0" I�IIIiO� 8 TOTAL �9!Oa OLE MAX. *1.50' *1.50' W-80*1.50' II 21/4"X1"X75/8' Com• CLR. COLUMN CTR. - COLUMN CTR. CLR. SUNSET RED BRICK VENEER WITH PRECAST COLUMN BASE ALL VEHICULAR GATE APPENDATURES, 3 5/8'x 2 1/4'x 7 5/8" ** ALL GATES TO REMAIN ANCHOR TIES TO CONCRETE BLOCKS AND WHITE MORTAR (RUNNING BOND) (TYPICAL ALL COLUMNS) INCLUDING BEARING PADS &GATE ANCHORING MECHANISM, TO BE LOCATED A MINIMUM OF SUNSET RED BRICK WITH WHITE MORTAR (RUNNING BOND) PERMANENTLY FIXED OPEN TO ALLOW Z W 18 AWAY FROM THE FACE OF CURB. FOR CONTINUOUS PUBLIC ACCESS 00 i C-;) A PUBLIC ENTRY GATE MING & HOVINGHAM � J 2 SCALE. N. TS, ** ALL GATES TO REMAIN PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS PEER P205 I• • ���■ a ��■ a 131 1 ■■■I■■ on Ira , 1.0' DIA. SMOOTH ROD WITH MIN. 1.0' EMBEDMENT TO BE TACK WELDED TO TWO (2 EA.) 1/4' PLATES WELDED TO GATE FRAME. PER P205 BEARING (3-3/4"x 3-3/41 BOLTED TO CONCRETE APRON WITH MIN. 4 EA 5/16' WEDGE ANCHOR BOLTS VEHICULAR GATE SUPPORT SYSTEM SCALE.• N. T.S. ** ALL GATES TO REMAIN PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBUC ACCESS SEE MING & ALLEN WALL PLANS GATE NOTES ALL VEHICULAR GATES LOCATED AT THE INTERSECTION OF MING AVENUE AND HOVINGHAM DRIVE SHALL BE PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS. ALL VEHICULAR GATE APPENDATURES, INCLUDING BEARING PADS $ GATE ANCHORING MECHANISM, TO BE LOCATED A MINIMUM OF 18' AWAY FROM THE FACE OF CURB. STACKING REQUIREMENTS NEED NOT BE CONSIDERED SINCE THE GATES WILL BE CONTINUOUSLY OPEN. 13'-4" !ECAST PINEAPPLE FINIAL PRECAST COLUMN CAP - ARCHITECTURAL BAND I zo -4 REFER TO MING do ALLEN WALLPLANS FOR ENTRY WALLS 6'-0" I 10'-0" PRECAST COLUMN BASE (TYPICAL ALL COLUMNS) CLR. PRECAST COLUMN BASEJ NOTE: (TYPICAL ALL COLUMNS) REFER TO ADJACENT ELEVATION, THIS DETAIL FOR ALL DIMENSIONS •`aa • 'rte •� all ` - a IN 40 na ' 001 --po 3" MIN. ! ` t PEER P205 BEARING (3-3/4'X 3-3/4') --}-�I 8"x8'x15' CONCRETE `BOLTED TO CONCRETE APRON WITH EMBED FOR GATE ANCHORING 4 EA 5/16' WEDGE ANCHOR BOLTS C VEHICULAR GATE FIXED OPEN SCA LE: N. T. S. PRECAST COLUMN CAP IBI O B90 0yV01 3� coi , W ^ > � d IQ��I CL o� CCS mw IMiiriii11111l ih . P" 00 � #6 VERT. BARS 3 EACH FACE EQUALLY SPACED I�IIIiO� 8 TOTAL PRECAST COLUMN CAP IBI O B90 0yV01 PRECAST ARCHITECTURAL BAND STEEL PLATE FOR GATE SUPPORT MOUNTING 3 5/8% 2 1/4'0 5/8' SUNSET RED BRICK WITH WHITE MORTAR (RUNNING BOND) A - 14 BOND BEAMS 0 12' Q.C. 6'x6"xi/4' SQUARE HSS # 6 VERT. BARS - 3 EA. FACE, EQUALLY SPACED 8 TOTAL FINISHED GRADE #4 TIES 0 12' O.C. 4 EA. 18' No. 4 REBAR WELDED TO 6" SQ. HSS e #4 TIES O 1Y O.C. M S-4" COLUMN DETAIL 2 SCALE. • N. T. S. 6'x6'x1/4' SQUARE HSS #4 BOND BEAM/TIES 0 12' O.C. 8"x8'x16' CMU BLOCKS (SOUD GROUT, RUNNING BOND) 71 3/8' STEEL PLATE WELDED TO TUBE (GATE LOCATION ONLY) 8 EA. # 6 VERT. BARS #4 TIES 0 12' O.C. 3 5/8'x 2 1/4'x7 5/8" f, SUNSET RED BRICK 06 VERT. BARS, EQUALLY SPACED 3 -4 WITH WHITE MORTAR 3 EA. FACE OF COLUMN (8 TOTAL) SECTION A -A (RUNNING BOND) NOT TO SCALE rR. P. ,.. 0033 e p. 6- i clvlf - OFCry; RECOPID D SCALE: 1 " = 10' O' Know what's below. � � "� 2r�—, Cal I before you dig. o) 0 M M 1 rn S ¢ :t 0 O It z U_ ¢ J W v 00 w to N W w m 00 M I I VZ m in z � o I >_ m m o 6 9 6 .9� \V N �y J �QQ L V 0 IQ��I CCS mw IMiiriii11111l -m . P" C4_4 I�IIIiO� o,nj,ME I��n�Nl �9!Oa OLE I1110imiiwL as II I 0 WIN 1�1�101 I INf111�N1 ~ N O Z W �i'iiiiBGi■T■il 00 i C-;) PRECAST ARCHITECTURAL BAND STEEL PLATE FOR GATE SUPPORT MOUNTING 3 5/8% 2 1/4'0 5/8' SUNSET RED BRICK WITH WHITE MORTAR (RUNNING BOND) A - 14 BOND BEAMS 0 12' Q.C. 6'x6"xi/4' SQUARE HSS # 6 VERT. BARS - 3 EA. FACE, EQUALLY SPACED 8 TOTAL FINISHED GRADE #4 TIES 0 12' O.C. 4 EA. 18' No. 4 REBAR WELDED TO 6" SQ. HSS e #4 TIES O 1Y O.C. M S-4" COLUMN DETAIL 2 SCALE. • N. T. S. 6'x6'x1/4' SQUARE HSS #4 BOND BEAM/TIES 0 12' O.C. 8"x8'x16' CMU BLOCKS (SOUD GROUT, RUNNING BOND) 71 3/8' STEEL PLATE WELDED TO TUBE (GATE LOCATION ONLY) 8 EA. # 6 VERT. BARS #4 TIES 0 12' O.C. 3 5/8'x 2 1/4'x7 5/8" f, SUNSET RED BRICK 06 VERT. BARS, EQUALLY SPACED 3 -4 WITH WHITE MORTAR 3 EA. FACE OF COLUMN (8 TOTAL) SECTION A -A (RUNNING BOND) NOT TO SCALE rR. P. ,.. 0033 e p. 6- i clvlf - OFCry; RECOPID D SCALE: 1 " = 10' O' Know what's below. � � "� 2r�—, Cal I before you dig. o) 0 M M 1 rn S ¢ :t 0 O It z U_ ¢ J W v 00 w to N W w m 00 M I I VZ m in z � o I >_ m m o 6 9 6 .9� \V N �y J �QQ L V 0 w = N N CCS Z a . P" C4_4 t Z � j �9!Oa K� as W I 0 I A ~ N O Z W 00 C-;) � J � cn o � m �a w = N N CCS Z a . P" C4_4 t Z � j �9!Oa K� as W I 0 I A ~ N O Z W 00 C-;) � J � cn o � m w = N N