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HomeMy WebLinkAbout1.4-7222 Ph 1 - 8 Rec Draw� ¢0 DNd c _;I Lj \aAl) \4 L 7F 1 4 Lm) 4 � ¢ Z ly z La Z �= Liz �U0f0_jw VL_' 1 QWZr�,� LJ.D0W 0 �woclwz MTIRACT 7222 mn w — = W r © Z 0 Q O Q QZ ww W QC'0�t=-0LAJ orf LLJ {r �WdwZV Of —J ; PHASES 1 8- --- ----- .'` r � 0 — z - ar L cL 0 {t} (n - - r - r r - 7 <` r' TR aCT r 5907 p - W Z Z - + AAP EK. 4%, Pte. 92 �-- a Q Z © w . rR.Ac7 569 1 - W F- W 0 �d?AP iBK, 42, F't_a. i 74 } Jam. > S.n wLf) ixw IA _-------- � - ` r Z L` w j 0 � w �7 RSF 0 AK I LD CALIF RNz (n 0_C'}C. sw(ntY a AR'tjilr EIJiSCi?•) d.ktilAL ��.. i t1 1 Z W ,— VWZF->-00 F-� PANAMA LANE etrsss.rss:s armsmmmmeeewewem mw� - � w 1 VWaw¢ aW] Z co -- - - - - - - - - --.-- =—� - - a-=woN� o z ��-o>c -acli< z L" W REVIEWED BY: J ___ : ' OF- W 0 W = 4< 1 o PROPOSED WALL s at ee>E s tre s is ese er ;tz�� �� t Z 4 ¢ 0 WE0 m REVISIONS APPROVED: 3 , ,�;, 1 ; 0-06-w o� j m TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE ! 4 ' ;�i� w0©�wtwll Y m W 1 sl LLJLj J v I MM 5 141 I--I--I F- a C3 Z O F- U k REVIEWED BY: NEPTUNE DATE � a s FzRLAiNE , >*? .�. E. 55102 pp. 6/30/j6) Z Q 1; ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD � DATE I— � s +1 t � b1 Z 9 IAN P. SHAW DATE Q Irt FUTURE APARTMENTS R. E. 321"78 (EXP. 12/31/16) U � 10 NOT A PART ';' �' � x � , APPROVED BY: > :; ►, ` �' i12 �3 l13' PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD DATE R.0<E. 39880(EXP, 12 31 4-�I j UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA' 14 ;� m c yti1� ��j DRE yap41/ G¢` 13 1j NOTICE: 16t1ki u 24 HOUR NOTICE IS REQUIRED PRIOR To START OF 17 ` 5 s CONSTRUCTION. CALL CITY OF BAKERSFIELD CONSTRUCTION A DEPARTMENT AT {661} 326-3049 AND CITY PARKS DIVISION 1 18 i l;l ,l o a AT {6G1 } 32fi- 3117< # it 1 20 21 t22 23 t24. 25 26 27 2s29 3a 31 �; , 2 it 6 5 4 2g 28 DIAL TOLL FREE 1-800-227-7600 � to s s 7 3 2 1 27Li 25 BENCH MARK USED: AT LEAST TWO DAYS BEFORE YOU DIG SIGNAGE NOTE: TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO PHASE 2 , �' COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING 3:� ` _ _ 24 INTERSECTION S TI N E RD A N Q P O P P YS E E Q DRIVE. DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BAKERSFIELD MUNICIPAL . rn , I CODE. SECTION 17.60 110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO u' s y-- ii 12 13 14$- N ¢ 1 15 16[17 18 10 20 21 22 23 1 BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN o ELEVATION = 359.19 (U.S.G.S. DATUM) PLANS SHALL INCLUDE COPY. DIMENSIONS, COLOR, MATERIALS, UGHTINc ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY MATERIALS LIST �L�,'. ��� j PER C.Q.B. BENCH MARK BOOK PAGE 26A. THE PUBUC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. .111: UO ESTIMATED QUANTITIES, NOT aaN,'f`r i 6 j `' 7 8 5 4 3 2 1 1 2 3 45 6 �I j TO BE USED FOR BIDDING PURPOSES Ld CL PHASE "�" A PHASE 4 PHASE 3 7 1 � s ► i � i � B>_ocK wAll 869 LF � FOOTING NOTE: co 9 90 11 12 13 14 15 16 13 12 f1 1fl s $ ;i 1 FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE II .�. , PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO,�""'� t MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF Z s 7 6 5 4 3 2 t 1 2 3 4 5 THE FOOTING, WHICHEVER IS LESS. < 10 PHASE 5 PHASE 6 F— 6 A 1 ' 1 11 12 13 14 15 16 13 12 it to 9 g 7 4 6 5 4 3 2 1 1 2 3 ' 1cm 7 4 5 6 7 + d1 W > j i , �,,,,, w PIANZ ROAD PHASE 7 PHASE 8 9. 1 =3 c 1$ 17`2 16 px5 94 13 18� t7 g t4 W : ifl 11 12 t3 14 16 15 14 13 12 11 ; _ PA PR L r 22 PANO 0 23 FA 44__ J O❑E 24 19 2tJ ' LANE BERKSH�IREROAD ; Q ARUt LEGEND .�.�,.a� ;, �_-�_�..._.._ - _ _ 0 �--- E DISON 302s 2so 27 Q 2� 20 SHEET No. INDEX McCUTC EN ROAD 25 OSf°N RD. 1 TITLE SHEET D SHEET INDEX NUMBER SEE APPROVED WALL PLANS , } PER TRACT 647$ 9 0 35 36 31 I 1 .d ai 34 Mci4 E RD. 32 PROPOSED BLOCK WALL PU KIN 2 STANDARD DETAILS — GENERAL NOTES r ;ti R CEI 6 3, PANAMA LANE WALL PLAN 5c, 4cn w2 t + o a URNQ ROAD z ALL PLAN — MONUMENT WALL w o 9 w ? $0 1D 99 `z 12 99EBUS-1c, O ' 2! v, cr sT CIVIL tam? 9 7 _ro16 __KEY MAP �TFo>w CA,� SCALE: 1--200- FAr-►A&�A wALL W w Rc, 1 1 1UJ VICINITY MAP...._..._..,,,..._....._...: •Ma ....r.. �— � �. NO SCALE ' C� 1 2" BLOCK CAP #4 @ 32" O.C: STREET SIDE OMIT HEAD JOINTS @ FG FINISHED GRA[ 4" MIN v�rv� ter. #4 CONT. -� (BOTH SIDES) #4 ® 24" O.C. 3" TYP C #4 CON T. LOT SIDE _I z� u To #4 CONT. 0 32" O.C. a I m O I n f I j FINISHED GRADE z j �h/tiNY� CTR o ' 5024"O.C."7 "- WATERPROOF SURFACE TO FG 1 fl" a MIN o 0 4 3" TYP 1 /2" 1'-5 1/2" Z-1 N 6'-8" OR 7'-4" BLOCK WALL DETAIL NOT TO SCALE 2" MANUFACTURED CONCRETE NOT TO SCALE 2" BLOCK Y U 0 wm Of to 0�a X. Upper �x W 0 Y U a c J wm Ir is :) r- I O_x. U co M w a STREET SIDE #4 CONT, BOTH SIDES #4 @ 48" O.C.- #4 CONT. LOT SIDE zujc� �w #4 CONT. @ 32" O.C. 0 1 m ifl Q O .I MORTAR " 4! � g CA H w V) 0 W CA �'^ •ter. `7 tl ` J J #4 CON T. LOT SIDE _I z� u To #4 CONT. 0 32" O.C. a I m O I n f I j FINISHED GRADE z j �h/tiNY� CTR o ' 5024"O.C."7 "- WATERPROOF SURFACE TO FG 1 fl" a MIN o 0 4 3" TYP 1 /2" 1'-5 1/2" Z-1 N 6'-8" OR 7'-4" BLOCK WALL DETAIL NOT TO SCALE 2" MANUFACTURED CONCRETE NOT TO SCALE 2" BLOCK Y U 0 wm Of to 0�a X. Upper �x W 0 Y U a c J wm Ir is :) r- I O_x. U co M w a STREET SIDE #4 CONT, BOTH SIDES #4 @ 48" O.C.- #4 CONT. LOT SIDE zujc� �w #4 CONT. @ 32" O.C. 0 1 m ifl Q O .I MORTAR " 4! J FILLET 7 � n H � FINISHED GRADE 0 _CONC. MASONRY BLOCK �'^ •ter. `7 tl PER WALL DETAIL r I i -CTR i z r- -WATERPROOF SURFACE TO FG of b w #5 @ 48" O.C. cv v FILTER W ¢ o FABRIC Q MIN. s o 4 1 CF GRAVEL 4 1 _0,! BACKFILL PER Q FOOT OF WALL 3" 3" TYP TYP 11 1/2" 1'-7 1/2" -2'-7,s t- n» CONT. REBAR PER WALL DETAILS VERTICAL REBAR--'-- PER WALL DETAILS ONE & ONE HALF 8"x8"x16" CONC. BLOCKS NOT TO SCALE CONC. MASONRY BLOCK PER WALL DETAILS _O STREET SIDE CAP PER ARCHITECTURAL DETAIL MASONRY TIES @ 16" O.C. EACH DIRECTION w U- p 8"x8"x16" CONC.-�, ui MASONRY BLOCK zW UJ Ce STREET SIDE N WATERPROOF TO HIGHSIDE FG RETAINING & COVER PER WALL DETAIL DRAINAGE MEASURES PER WALL DETAIL MASONRY TIES CONC FTG @ 16" 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 COLOR, STYLE AND FINISH. H m U) w to J CONT. REBAR PER WALL DETAIL VERTICAL REBAR PER WALL DETAIL 0FOOTING REBAR _ 1 L-tPER WALL DETAIL _ o VARIES PER WALL DETAIL PILASTER DETAIL ^ NOT TO SCALE f AIJAN►A WAIL 001-Y 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. McINTOSH AND ASSOCIATES. 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 41 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. 14. 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. McINTOSH AND ASSOCIATES 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 McINTOSH AND ASSOCIATES. 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 @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 41 C3 M r� Da* z coQ Z u- < 1 J W(Jrn co in T w to oG: to N w W Y a m d� J Z 7 � n H � i 0 _CONC. MASONRY BLOCK I PER WALL DETAIL r I i z p +� cm W W a - Q i Z 0o i Q Q � U J J K OMIT HEAD a c Q j J JOINTS @ o w Q LOWSIDE FG a 0FOOTING REBAR _ 1 L-tPER WALL DETAIL _ o VARIES PER WALL DETAIL PILASTER DETAIL ^ NOT TO SCALE f AIJAN►A WAIL 001-Y 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. McINTOSH AND ASSOCIATES. 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 41 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. 14. 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. McINTOSH AND ASSOCIATES 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 McINTOSH AND ASSOCIATES. 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 @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 41 C3 M r� Da* z coQ Z u- < 1 J W(Jrn co in T w to oG: to N w W Y a m d� � 4 Z 7 � n � i I W r D r I i Z Q z p +� cm W c Q Z Q Q � K J a c Q j J Q j 5+00 C NOTES: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON WALL DATA UNLESS OTHERWISE NOTED. WS = WALL STATION LDSC = LANDSCAPE CL = CENTERLINE R/W = RIGHT OF WAY GB = GRADE BREAK CONC. = CONCRETE TOW = TOP OF WALL TOF = TOP OF FOOTING FTG = FOOTING CONST. = CONSTRUCTION N = THIS SHEET PT = POINT LF = LINEAR FEET EASEMENT C PANAMA LANE TYPICAL H 9' LANDSCAPE i EASEMENT r 4 __ :RETE LL CTION RETE J II � 00 u') J r 'S fj 0 3:: N Z 0+ F- + 0 + N CL N PHASE 1 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' D N N N 4. N N J N J _ m N U J (n W Cn m N Cn J Ld J J J J + E- L6 Q � Q d J '�z 3 zv) z z z z °N° Q' �3 °'� rn a a <c ¢ Q a w +o +z+ 00 Z Nw Nw N Ld z a m .... ................. ..... ............................................................... .. .......... ...........................TOW= 36$:73 .... .. ... ..... ................... .. .. .. .. . .. . .. . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 369-07 368 :....: ..: '.... ...:. .:.... '.......:....:....:....:....:....:....:....:....:....:....:... .......... .Tow...... ............. .:....:....: .:.. :.... :.. :....' ...:....:....:....:3 6 8 TOW=;367:7 TOW= TO ; 367:40 66.07 ........ ......... ................................................................................................. ....,........ ............ ..... ...... ................... . . . . . . .... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 366 :....: ..: ..:....:. :. :... ... ... ...:....:....:....:...:....:....:....:....:....:....:... :....:.... ...: ...:. .:....:....:. :....:....:. .:.. :.... ... :.... ...:....:....:....:366 00 364 :....: ..: ..:....:.... .:. .:... ......:....:....:....:._...:....:....:....:....:....:....:... -� .....:.... ...:....:. �.:....:....:. .:....:....:. :.... . :.. .... .............:....:364 F/N/SH GROUl1xU...: ..: ..:....:.:n. .r ..... .... r.......:....:....:....:.^..:....47AYSH•GRDI�N©..:....:....:... .....:.... ...:....:. .:....:....:. .:....:....:. .:.. .... :.. ..... ...:....:....:....: PROF/LE STR&FT S/OSE ; ; ; ; ; ; ; ; ; ; PROF/LE S77FEET SIDE 362 :....: ..: :....:. :. :... .. ... ....:....:.. .:....:. :... :....:.... ...:....:. :.......... .... :.... . ....:....:....:362 .. .... . . .. .. . .. . . . .. ... .. .......... . . .. . .. ....... RN/SH GROUND TOF= 361.40 LOT SIDE -- ----_ ...- - - ;... ... _- _ ,....e ..................... ........................ ........ .... .. ;.... ...:....:....;....: - - - -----------------� TOF=360:74 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360 :....: .�o.:....' :. ..... .........................................................:....:.......:....:....:....:....:....:....:....: .:....: .. ... :.... ...:....:....:....:360 . FN 04 J r ' TOF-359. 360:07 DES/GN FL•ON2/NE PROF/LE ; ; Z `r z `r Ot3� fI D K/N£ o . ~ . a . c0 00 II O LO O N Q0 LL-cV N o c� r �...:. MN:....:....:....:....:....:....:....:....:....:....:....:....:....:... �'-..:....:....:....:....:....:.........: .:... � Z •a c� ... ...:....:....:....:358 358 ....:o .:....:....��.... + ....:...N� NNS o� W m :� °'� .QZ +W N4 NO Ntn CQIw- MZ Z.O �..... N z........� ao......�.U)........................................................ ............�v w....................................... ................ .N w :....:a+ m.:....:... cv w A: F ...:....:....:.... 356 :....: ........ A ...........................:......................................................:. 2 :.................................................: ................. 4 ..... ..................: • 2• 725:1.F �0• LF 356 20+00 13 LF 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+0 30+00 WALL PROFILE N K' 4 "" � _ �I�e� if i u No. 2 Exp. 0 cl yTFOFCA� �'E�/atjkmA WALL ONLY 1 N 4 0 }Z m� Q GATE Ln DETAIL (SHEET 4) J J II �? _j _j `` ,� J J rQ r J °'<t ,n J °'<t 4<< �Q N� 4 N �3. 04 3:- O� O 3' O 3 p +Z N+F-Z +I— +h- +F- +H J OBJ Z N� 'i-N�-" Nd �d NCL N0 Q D N N N 4. N N J N J _ m N U J (n W Cn m N Cn J Ld J J J J + E- L6 Q � Q d J '�z 3 zv) z z z z °N° Q' �3 °'� rn a a <c ¢ Q a w +o +z+ 00 Z Nw Nw N Ld z a m .... ................. ..... ............................................................... .. .......... ...........................TOW= 36$:73 .... .. ... ..... ................... .. .. .. .. . .. . .. . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 369-07 368 :....: ..: '.... ...:. .:.... '.......:....:....:....:....:....:....:....:....:....:....:... .......... .Tow...... ............. .:....:....: .:.. :.... :.. :....' ...:....:....:....:3 6 8 TOW=;367:7 TOW= TO ; 367:40 66.07 ........ ......... ................................................................................................. ....,........ ............ ..... ...... ................... . . . . . . .... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 366 :....: ..: ..:....:. :. :... ... ... ...:....:....:....:...:....:....:....:....:....:....:... :....:.... ...: ...:. .:....:....:. :....:....:. .:.. :.... ... :.... ...:....:....:....:366 00 364 :....: ..: ..:....:.... .:. .:... ......:....:....:....:._...:....:....:....:....:....:....:... -� .....:.... ...:....:. �.:....:....:. .:....:....:. :.... . :.. .... .............:....:364 F/N/SH GROUl1xU...: ..: ..:....:.:n. .r ..... .... r.......:....:....:....:.^..:....47AYSH•GRDI�N©..:....:....:... .....:.... ...:....:. .:....:....:. .:....:....:. .:.. .... :.. ..... ...:....:....:....: PROF/LE STR&FT S/OSE ; ; ; ; ; ; ; ; ; ; PROF/LE S77FEET SIDE 362 :....: ..: :....:. :. :... .. ... ....:....:.. .:....:. :... :....:.... ...:....:. :.......... .... :.... . ....:....:....:362 .. .... . . .. .. . .. . . . .. ... .. .......... . . .. . .. ....... RN/SH GROUND TOF= 361.40 LOT SIDE -- ----_ ...- - - ;... ... _- _ ,....e ..................... ........................ ........ .... .. ;.... ...:....:....;....: - - - -----------------� TOF=360:74 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360 :....: .�o.:....' :. ..... .........................................................:....:.......:....:....:....:....:....:....:....: .:....: .. ... :.... ...:....:....:....:360 . FN 04 J r ' TOF-359. 360:07 DES/GN FL•ON2/NE PROF/LE ; ; Z `r z `r Ot3� fI D K/N£ o . ~ . a . c0 00 II O LO O N Q0 LL-cV N o c� r �...:. MN:....:....:....:....:....:....:....:....:....:....:....:....:....:... �'-..:....:....:....:....:....:.........: .:... � Z •a c� ... ...:....:....:....:358 358 ....:o .:....:....��.... + ....:...N� NNS o� W m :� °'� .QZ +W N4 NO Ntn CQIw- MZ Z.O �..... N z........� ao......�.U)........................................................ ............�v w....................................... ................ .N w :....:a+ m.:....:... cv w A: F ...:....:....:.... 356 :....: ........ A ...........................:......................................................:. 2 :.................................................: ................. 4 ..... ..................: • 2• 725:1.F �0• LF 356 20+00 13 LF 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+0 30+00 WALL PROFILE N K' 4 "" � _ �I�e� if i u No. 2 Exp. 0 cl yTFOFCA� �'E�/atjkmA WALL ONLY 1 N 4 0 }Z m� Ln z 0 V) s-2 w� wo 3 0 co N k 1 SOLID GROUT #4 `L" BAR O EA CORNER 3 1/2"x 7 1/2" x 2 3/16" RED BRICK VENEER WITH ANCHOR TIES TO GROUT 6" CONC. BLOCK (LOWER COURSES) 8" CONC. BLOCK (UPPER COURSES) CONC. 1s' V 3 1/2"x 11 1/2w x 2 3/16" SINGLE BULL NOSE ON 3 1/2"x 7 1//2" x 2 3/16" ^ RED BRICK IN/ WHITE MORTAR in IN GROUND LIGHTS (BY OTHERS) PLAN VIEW OF PLANTER AT PANAMA LANE Com? ENTRANCES NOT TO SCALE 2' x 2' BRICK PILASTER WITH 4" WHITE CONCRETE CAP (SEE WALL SECTION A-2) RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" RED BRICK SSEE WALL ECTION ) STUCCO (SEE WALL 1/2" x 2 3/16' x 7 1 /2" co SECTION 2) BRICK VENEER io ao PLANTER 1 (V STUCCO WATERPROOF SEAL 3 1/2"x 2 3/16"x 11 1/2" RED BRICK CAP WITH WHITE MORTAR SECTION RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" RED BRICK 3 5/8"x 7/16"x 7 5/8" RED BRICK VENEER #4 VERTS. AT 32" O/C (CENTERED IN WALL) \ #5 CONT. IN BOND BEAM`' (AT MID HEIGHT) STUCCO` SEALANT TO BE APPLIED, BY WALL CONTRACTOR LANDSCAPE GRADE VARIES (6" MIN) 8"X 8"X 16" SMOOTH FACE CONC. BLOCK ]C ` U U) w FACE CONC. BLOCK N O Y J SEALANT TO BE 5" APPLIED BY WALL U CONTRACTOR a> i O �-3 Q CONTRA T Z m APPLY TO WALL o U U Z 0 io V i 40 °D x 00 iG x 0 SECTION RED BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" RED BRICK 3 5/8"x 7/16"x 7 5/8" RED BRICK VENEER #4 VERTS. AT 32" O/C (CENTERED IN WALL) \ #5 CONT. IN BOND BEAM`' (AT MID HEIGHT) STUCCO` SEALANT TO BE APPLIED, BY WALL CONTRACTOR LANDSCAPE GRADE VARIES (6" MIN) 8"X 8"X 16" SMOOTH FACE CONC. BLOCK o " #4 BAR O 32" O/C Fr 3— #4 CONT. RE—BAR 3"x 3"x 3" CONCRETE BLOCK 16" CHAIRS SHALL BE USED TO PLACE FOOTING RE—BAR WALL SECTION 1 PLANTER NOT TO SCALE REO BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" k RED BRICK STUCCO FACE 6"x 8"x 16' CONC. BLOCI GROUT SOLID ALL CAVITIES _�—PLANTER-� , x SEALANT TO BE APPLIED BY WALL 6"X 8"X 16" SMOOTHa U) w FACE CONC. BLOCK N 1_0 N J SEALANT TO BE 5" APPLIED BY WALL 9" CONTRACTOR W o " #4 BAR O 32" O/C Fr 3— #4 CONT. RE—BAR 3"x 3"x 3" CONCRETE BLOCK 16" CHAIRS SHALL BE USED TO PLACE FOOTING RE—BAR WALL SECTION 1 PLANTER NOT TO SCALE REO BRICK SINGLE BULL NOSE ON 3 1/2" x 2 3/16" x 7 1/2" k RED BRICK STUCCO FACE 6"x 8"x 16' CONC. BLOCI GROUT SOLID ALL CAVITIES _�—PLANTER-� , x SEALANT TO BE APPLIED BY WALL CONTRACTOR Q N -GROUT SOLID ALL CELLS ox an 9" #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "L" BARS AT 32" O/C 30" MIN. SPLICE (CENTERED IN WALL) 0 1 #5 CONT. IN BOND BEAM ip (AT MID HEIGHT) 2 I LANDSCAPE GRADE VARIES (6" MIN) o/a4 BARS • 32" O/C M \-3— #4 CONT. RE—BAR CONCRETE FOOTING 3"x 3"x 3" CONCRETE BLOCK 24" CHAIRS MALL BE USED TO PLACE FOOTING RE—BAR WALL SECTION 2 PLANTER NOT TO SCALE i v v v v v v v Q REVIS10 S APPROVED: 1 1 2 -y -l5 BLAINE NEPTUNE DATE R.C.E. 55102 (EXP. 6/30/16) PAINT 3" STRIPE TO MATCH GATE POST BRICK CAP -- IAN P. SHAW DATE 77 ,,, �R..E. 32178 (EXP. 12/31/16) COMMERCIAL HINGES 1 7/8" O.D. GALV. PIPE GATE FRAME 2.72 #/FOOT 2 7/8" O.D. GALV PIPE GATE POST 7.66 #/FOOT SIDE ELEVATION T1-11 SIDING SECTION B -B BLOCK WALL w I— U) J ■ il• tlllll■ ■ • IIID lll� � � � . , ■��■ iii -H S 16' FRONT ELEVATION B GATE POST willow. - 2"x 4" (No. 1) COMMERCIAL HINGES —� COMMERCIAL LOCKING low— DEVICE WITH DROP BAR B BACK ELEVATION GATE DETAIL (BLOCK WALL w I-- V) Q J_ tL WOODEN GATE (T1-11 SIDING) WITH GROOVED FINISH (PAINT SIDING TO MATCH STUCCO) fY I H Q BLOCK WALL J 1 #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) 14 "L BAR AT 24" O.C. (CENTERED IN WALL) #5 CONT. IN BOND BEAM (AT MID. HEIGHT) STREET SIDE--" LANDSCAPE GRADE VARIES (6' MIN.) 3"x3"x3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLAN FOOTING REBAR PL �- CANAL SIDE--**' 0 FIRST COURSE SHOULD CONSIST OF UNMORTARED HEAD JOINTS TO 22" ALLOW FOR DRAINAGE SECTION NOT TO SCALE #4 BAR 0 32" O.C. -3 EA. #4 BAR CONTINUOUS NOTES: WS = WALL STATION LDSC = LANDSCAPE CL = CENTERLINE R/W = RIGHT OF WAY GB = GRADE BREAK CONC. = CONCRETE TOW = TOP OF WALL TOF = TOP OF FOOTING FTG = FOOTING CONST. = CONSTRUCTION PMIAMA wAL4- `'NI -'r ,.. = THIS SHEET T RR D DIP�iu E ut" GN POINT BEGIN mg cn Q � -GROUT SOLID ALL CELLS ox an I coS2 W J �-3 Q CONTRA T 8 1UJ N APPLY TO WALL U - FIRST COURSE SHOULD CONSIST OF UNMORTARED HEAD JOINTS TO 22" ALLOW FOR DRAINAGE SECTION NOT TO SCALE #4 BAR 0 32" O.C. -3 EA. #4 BAR CONTINUOUS NOTES: WS = WALL STATION LDSC = LANDSCAPE CL = CENTERLINE R/W = RIGHT OF WAY GB = GRADE BREAK CONC. = CONCRETE TOW = TOP OF WALL TOF = TOP OF FOOTING FTG = FOOTING CONST. = CONSTRUCTION PMIAMA wAL4- `'NI -'r ,.. = THIS SHEET T RR D DIP�iu E ut" GN POINT BEGIN mg an z 0 V) 2W � 0 3 0 N