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Home My WebLink About1.4-7222 Ph 1-8F— Z U, <W0 CC ' W LLJ �C- _. W f} m F- mn n LAJ z � H t Of LL Z 0 _ t p ,,yo, _ - Z Z 'iF Y i 1 f r 4ry t'•• f i rq ' s ' _s LLJ _ � fF i v LL. Lij :) Of . __ ... .....,..... r.nrr.,xo- rscw.a r_....a...:.a..y - ,.ar<sa. .......,.._._,,.._.. ;`:,... -,..._ :...__...urn,.w:w= ,a..... ,ra,..nr,...e»r- +r.•':.^ ..,.w. -.,.. ............ ._........e...wc.awcwcr,,,,.xa PANAMA LAND �� .-- 1 r _j >Of Ld 6 Z LL- m r REVIEWED B Y 1 Lam! � �,�,,, w o x _j LLJ �. ' z Lu co Z La i 3: 90 Awl 2 P O F co ti 4 E '- o -mot � .;� �= TRAFFIC E iN INEE CITY KE `SFIELD SATE E '� �— uj uj {sir f � T� t F-- F -r a, , y{:. jt 1 � r7 ,REVIEWED B Ylp 6 7 ASSISTANT PUBLIC W DIRECTOR, CITY OF BA .f sa FUTURE PA T ENT S 6 IL IR II APPROVED BY* < u 1 PART '. ,t t t t I { all la.i �, t � i t ,,y ca P EAL C W 'K DIRECT ' CITY F E KE SFIEL bATE �---� 4 R�ti PHA RAUL M. ROJAS R.C,,E., 39880 (EXP-� 12/31/4#�I) ,E 1,, t UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 14 ' { E { E yt NOTICE.- t t t. 24 HOER NOTICE I REQUIRED ED PRIOR' T + START F E CONSTRUCTION. L.E. CITY OF BAKERSFIELD CONSTRUCTION � t DEPARTMENT AT (661) 326 -3049 AND CITY PARKS DIVISION 1 y T 326-311T } 28 29 30 31 4 ; { t', f , 27 26 NJ BEINCH M" A R K U'S E D DIAL TOES. FREE 1- 800 - 227 -2600 1 10 9 8 7 6 5 4 J 2 1 { t AT LEAST LEAST TWO DAYS BEFORE YOU DIG SIGNAGE NOTE: TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE FNI � NALL COPIES OF SUBDIVISION ETIF ATI N SIG PLANS TO THE BU1'WR :......,, w ._._ w. r.,_ �� : t � : { INTERSECTION STINE RD AND POPPYSEED DRIVE. �1%E�T ��' �� AN�� L�LANT �� AK�'�L� MUNICIPAL - F i 'CODE, SECTION 17.60 110 (N). ONE COPY OF THE SIGIN PLAN SHALL ALSO r 11 1 1 14 1 1 1 1 FEE SUBMITTED TO THE PAS DIVISION F REVIEW AN APPROVAL � ; � �-- 359.19 DATUM PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIAL LIGHTIN n . T — Atli E _T_ ANOiORAGE, AND LATIN � SIGN (S). AI�P�AL TIE TIALL ALAN "1" 01 T �� A { { PER AN ILL �A E { 6 ESTIMATED QUANTITIES, NOT A 3 3 4 Li - TO BE USED FOR BIDDING PURPOSES W, W CL ?f PHASE 4 �' 7 { PHASE � .1k BLOCK WALL y, E FOOTING NO TE: 11 11 12 13 f 15 16 13 12 11 10 FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 4'. ANY FORMWORK NECESSARY TO N—mr-OT" r w mw Ism MAINTAIN THIS FOOTING 'WIDTH SHALL EXTEND BELOW THE 4 1 FINISHED HED TOP F GRADE T LEAST 1 P THE DEPTH OF � 1 J THE FOOTING WHICHEVER IS LESS. < AS PHASE 6 - I 's 13 t4 1 ' < WrAffin _R NOW t od < 6 5 4 3 1 1 2 3 7 cm w ' ,. 3mm PHASE 7 PHASE 8 co LANZ ROAD ui i < 3 1 1 r — —_ OEI 3 FAIRVIEW ROAD 22 -pi it 24 1 20 BERKSHIRE ROAD PANAMA { +. raeasaaLaaaw+_sasasa+i_-rasra_saurars._ LANE - - - - -- EDI 30 2H 28 , SHEET Not INDEX' E { o < 2` WALL PLANS cT E 1 R � � SHEET INDEX NUMBER 1 PER TRACT 64-7 E E TITLE SHEET e _j 31 34 1 MCKLE 32 N STANDARD DETAILS — GENERAL NOTES PROPOSED LE� BALL : { { P j { t 4 (n OLD RIM R CU 'ER 3 5 `� w 2 � URN ROAD 0 0 WALL PLAN; -- MONUMENT WALL_ 10 i 1 12 ay m : Of N7 17 �, k -W Wi�� VICINITY MAP_ NO SCALE (A Y UJ <j 0-I (A 0 0.1 c) x 0 lift W X 0-6 co aft P-_ LA_ 0 2 79 BLOCK CAP #4 0 321' O.C., STREET SIDE OMIT HEAD JOINTS 0 FGN, FINISHED GRADE #4 CON T. (BOTH SIDES) #4 0 2411, O.C.ts 3 TYP 2 t-559 LOT SIDE LL_ Lu #4 CON T. 0 3 C. i > b 0 Ift I m w < 13-0 It I co 0 ft r4i 2" BLOCK CAP---Illllllll�� M IAJ C) X co x LL_ 0 0 En Lki V) C) ZX 0 co 04 ro) ax (10 LL_ 0 STREET SIDE LOT SIDE z 0 u- 4 CONTI 0 320, O.Ca > # 00 I m 10, < MORTAR FILLET FINISHED GRADE I a,- -CTR 4-,-WATERPROOF z SURFACE TO FG 48" O.C. FILTER FABRIC z D <0 0 x < 0 W 1 11 1 X-1 rg- f%.PAX1P1 MIN. BACKFILL PER #4 COIF T, BOTH SIDES FOO T OF WALL 3 #4 0 48'' O. C. 3 TYP TYP 11 1/2 - W-1-ml 6-7 1/215 2`-71's I tA B 6' -8" OR 7' -4" BLOCK WALL DETAIL 8' -0" BLOCK WALL DETAIL IF NOT TO SCALE NOT TO SCALE @) 2" MANUFACTURED CONCRETE CAP CA V) W: w 01 (A 2 t-559 LOT SIDE LL_ Lu #4 CON T. 0 3 C. i > b 0 Ift I m w < 13-0 It I co 0 ft r4i 2" BLOCK CAP---Illllllll�� M IAJ C) X co x LL_ 0 0 En Lki V) C) ZX 0 co 04 ro) ax (10 LL_ 0 STREET SIDE LOT SIDE z 0 u- 4 CONTI 0 320, O.Ca > # 00 I m 10, < MORTAR FILLET FINISHED GRADE I a,- -CTR 4-,-WATERPROOF z SURFACE TO FG 48" O.C. FILTER FABRIC z D <0 0 x < 0 W 1 11 1 X-1 rg- f%.PAX1P1 MIN. BACKFILL PER #4 COIF T, BOTH SIDES FOO T OF WALL 3 #4 0 48'' O. C. 3 TYP TYP 11 1/2 - W-1-ml 6-7 1/215 2`-71's I tA B 6' -8" OR 7' -4" BLOCK WALL DETAIL 8' -0" BLOCK WALL DETAIL IF NOT TO SCALE NOT TO SCALE @) 2" MANUFACTURED CONCRETE CAP rVIL as] mm I a I x" 01 .EVATION NOT TO SCALE CON T. REBAR--) PER WALL DETAILS VERTICAL REBAR PER WALL DETAILS CONC. MASONRY BLOCK PER WALL DETAILS i STREET SIDE CAP PER ARCHITECTURAL DETAIL ujo > ul- 0 uj mo 0 UJuj Z LJ (n MASONRY TIES 0 16 " 0.. C. EACH DIRECTION 8 0 x8"06" CONC� MASONRY BLOCK STREET SIDE WATERPROOF TO HIGHSIDE FG RETAINING & COVER PER WALL DETAIL DRAINAGE MEASURES PER WALL DETAIL ONE & ONE H ALT= -J LMASONRY TIES CONC FTG 81 711 x8"x 1, 6" 016 at O.C. PER WALL DETAIL CONC. BLOCKS EACH DIRECTION VARIES PER WALL DETAIL STREET-SIDE ARCHITECTURAL PLAN NOT TO SCALE IV 11 1 1., 1 11,11 1 CNIA 1(S _c V Ilk f" IL IL N c� kC NT TRACT IN COLORt STYLE AND FINISH. COIF T.REBAR PER WALL DETAIL VERTICAL REBAR PER WALL DETAIL CONC. MASONRY BLOCK PER WALL DETAIL OMIT HEAD JOINTS 0 LOWSI DE FG FOOTING REBAR PER WALL DETAIL * VARIES PER WALL, DETAIL /OpCpo� PILASTER DETAIL 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 INSPEC11ON 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 SPIECIFICATIONSt 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 13EFORE 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 its 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 I AZAN & 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 N011FIED 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 RESPONSIDLE 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 CON TRACTOWS 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 N01IFY 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 CONSULTANrS PLANS, DRAW1IICS 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, DRAVANGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHAH 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 CONNEC11ON 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 ASSOCtATES, WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANCES 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% RELA11VE 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 ENGIN EE R. . 5. WATERPROOF SURFACE NTH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED EOUAL 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 WALL S THAT SERVE AS SCREEN FENCES, PROMDE VERT1CAL EXPANSION, JOINTS is W1 TH 3/8 -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CON11NUE REINFORCEMENT THROUGH THE GAP. S. 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 BACK ILL SHOULD BE IN ACCORDANCE WITH SECTION 68-1.025 OF THE CALTRANS STANDARD SPECS. STRUCTURAL NOTES GENERALNOTES I., ALL WORK SHALL BE PERFORMED, IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NOTES I. FOR ALLOWABLE SOIL, BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS&. 1. REINFORCINQ ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE V. ASTI'S 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 "Bl" CONCRETE *, 2500 PSI AT 28 DAYS. 90 OF THE JULY 2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 1992 CALTRANS, 3. 3/+" AGGREGATE (MAX). STANDARD SPECS. 4% 5" SLUMP MAXIMUM WATER /CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTIR C-90. 2. REINFORCING: ASTM A615, GRADE 6.0 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: I., STRENGTH -, TYPE S. 1800 PSI 0 28 DAYS. 3. GROUT: I - STRENGTH: 2000 PSI 0 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL. BE DRY AND CLEAN BEFORE GROUTING OPERATION. SPLIT FACE (TYI SPLIT FACE (TYP} . . w , U. rVIL as] mm I a I x" 01 .EVATION NOT TO SCALE CON T. REBAR--) PER WALL DETAILS VERTICAL REBAR PER WALL DETAILS CONC. MASONRY BLOCK PER WALL DETAILS i STREET SIDE CAP PER ARCHITECTURAL DETAIL ujo > ul- 0 uj mo 0 UJuj Z LJ (n MASONRY TIES 0 16 " 0.. C. EACH DIRECTION 8 0 x8"06" CONC� MASONRY BLOCK STREET SIDE WATERPROOF TO HIGHSIDE FG RETAINING & COVER PER WALL DETAIL DRAINAGE MEASURES PER WALL DETAIL ONE & ONE H ALT= -J LMASONRY TIES CONC FTG 81 711 x8"x 1, 6" 016 at O.C. PER WALL DETAIL CONC. BLOCKS EACH DIRECTION VARIES PER WALL DETAIL STREET-SIDE ARCHITECTURAL PLAN NOT TO SCALE IV 11 1 1., 1 11,11 1 CNIA 1(S _c V Ilk f" IL IL N c� kC NT TRACT IN COLORt STYLE AND FINISH. COIF T.REBAR PER WALL DETAIL VERTICAL REBAR PER WALL DETAIL CONC. MASONRY BLOCK PER WALL DETAIL OMIT HEAD JOINTS 0 LOWSI DE FG FOOTING REBAR PER WALL DETAIL * VARIES PER WALL, DETAIL /OpCpo� PILASTER DETAIL 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 INSPEC11ON 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 SPIECIFICATIONSt 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 13EFORE 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 its 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 I AZAN & 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 N011FIED 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 RESPONSIDLE 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 CON TRACTOWS 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 N01IFY 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 CONSULTANrS PLANS, DRAW1IICS 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, DRAVANGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHAH 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 CONNEC11ON 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 ASSOCtATES, WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANCES 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% RELA11VE 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 ENGIN EE R. . 5. WATERPROOF SURFACE NTH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED EOUAL 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 WALL S THAT SERVE AS SCREEN FENCES, PROMDE VERT1CAL EXPANSION, JOINTS is W1 TH 3/8 -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CON11NUE REINFORCEMENT THROUGH THE GAP. S. 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 BACK ILL SHOULD BE IN ACCORDANCE WITH SECTION 68-1.025 OF THE CALTRANS STANDARD SPECS. STRUCTURAL NOTES GENERALNOTES I., ALL WORK SHALL BE PERFORMED, IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDATION NOTES I. FOR ALLOWABLE SOIL, BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS&. 1. REINFORCINQ ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE V. ASTI'S 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 "Bl" CONCRETE *, 2500 PSI AT 28 DAYS. 90 OF THE JULY 2. 5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD. 1992 CALTRANS, 3. 3/+" AGGREGATE (MAX). STANDARD SPECS. 4% 5" SLUMP MAXIMUM WATER /CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTIR C-90. 2. REINFORCING: ASTM A615, GRADE 6.0 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: I., STRENGTH -, TYPE S. 1800 PSI 0 28 DAYS. 3. GROUT: I - STRENGTH: 2000 PSI 0 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL. BE DRY AND CLEAN BEFORE GROUTING OPERATION. CAL CA NQIE5*� ' ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT EI' T UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON WAH DATA UNI FSS OTHERWISE NOTED. FL 1 LAM a -N- i� HORIZONTAL.* 1"=5,0 � VERTICAL: `6= ' 'FALL STATION LDSC = LANDSCAPE L = CENTERLINE I W = RIGHT OF WAY B = GRADE BREAK GONG. = CONCRETE TOW TOP OF WALL T F -= TOIL OF FOOTING FT = FOOTING I' T• = CONSTRUCTION m THIS SHEET PT =- POINT LE = LINEAR FEET FL 1 LAM a -N- i� HORIZONTAL.* 1"=5,0 � VERTICAL: `6= ' Im 6 0! HIGH CONCRETE BLOCK WALL RNISHED PAD PANAMA LANE TYPICAL HALF SECTION No srxc &at EASEMENT 8' LANDSCAPE PL R/W MIDI.' : HIGH CONCRETE AREA BLOCK WALL FINISHED PAS, t •r PANAMA LANE TYPICAL HALF SECTION I I It + + 4 A 4 } ♦ + + 4 # t F i ♦ + } + # a + } + + + } t + + + + t + + i ♦ + + # + b + t t i } } # f # f f t ♦ b b + + a 4 + # + a + + t + i ♦ } + ♦ # + + ♦ • b 4 t # # + + + } + f ♦ 4 # ♦ a ♦ f + b # t # # + A # + ♦ t ♦ + + f + ♦ + 4 a + t t a + + + t # + + t $ + ♦ 8 } + f # + + + 4 + + + ♦ + 4 4 i ? + ♦ # i + + + t A + f ♦ ♦ + + ♦ } ? # 4 + } + ♦ # + + d f + t F ? + a a a + a + f # # + # # } + i + a # f + + # # 41 f + 4 + # # + a + ? } ? 4 + # t + ♦ t + + + # } + + t 4 d T O? + + { ♦ t = + b 6+ + • + + 4 + t + { d ? 4 + F A + + # f 4 # } t ♦ } f + ? i d 4 + 4 + t + a + 4 4 4 b ? 4 # a # + # + 4 t ? F t d 4 # # + r + + } } + 4 } # + ♦ + # ♦ ♦ + + a t a # ♦ } A + A ♦ b + + ♦ ♦ + + 8 ♦ # + ♦ + + # f 4 $ r + + + ? t # + # + # # + + + + + # 4 + + b + a + + + + + + + f + + + + + + + + + + + ♦ + + + i ♦ + # b a # TOX=368.07 4 4 + + + i a b + + # # ♦ t + # b + + + 368 ♦ a t TOW. A + + TOW--367.40 36 7. 40 + + ♦ + + + + + + ♦ + ♦ d + + ? ♦ + + + + + + + F + + ♦ # t ♦ t t ♦ + t + b ? + ♦ t ♦ r t + { + t ♦ ♦ + ♦ + + + + + + + + + + + + a + t + + + + + + + + # + + 366 + + + + + # + + + + + + + # + ? 4 + + r # f f # + + ? + a a + + ♦ } ♦ + ♦ + # ? + ♦ } + # ♦ ♦ ♦ a + + a ♦ ♦ + + ♦ + + + + + + + r + + ♦ + + # + r # t + # ♦ ♦ i } ♦ # d ♦ } + d + ♦ + } } ♦ t # i # ♦ 4 + + + ♦ 4 a ♦ $ + i i # + + ♦ } d r + + + + r } # + # + + ? # + + ♦ 4 t a # # + t # ♦ A i a + # + + ♦ # + # + + ♦ + # + ? + t '+ + # + ♦ 4 i r } + t + # + ♦ + r a ? ♦ ♦ r + } t + + ♦ t + + t i A 4 + + + ♦ + + # + + b + ♦ : + ♦ i + + + # + t + + + + + + ♦ + # ? + ♦ i i + + + # + ♦ + + # # + + + + s + + + + + + + + 4 + + + a + ? # + ♦ + ♦ + + + # # # t # a + ♦ a a t + + + # t a 4 # + { i # # + + + + + + + i + # ♦ F b i + + + + ♦ + f + t + } + ♦ 4 a W + + t + ♦ # + + + # ♦ ♦ + + + r + f + ♦ a + 4 + + + # b - 4 + ♦ ♦ + # + + + b + + { + ♦ 4 + # r + t + + + + + + # + + f 4 f # i } # s a ♦ a + s s } t + ♦ + ♦ f + # t + t t ♦ 4 + + + ♦ ♦ b } } b ♦ f + # i ♦ 4 t { # ♦ ? t r t # # b { ? + # s ♦ a ♦ ♦ # + + { ♦ # d ♦ + + # { t # t # ♦ b t f # 4 f ♦ ♦ f ♦ ♦ t + t t t + { .. 4 + 4 4 } + + f } # } f } } { # t + + # t b ♦ # ♦ d r + + t + { + t i + + # + t F + # b + 4 t + + t + ? + } t + + ♦ ♦ ♦ # A . + + 4 + b + + ♦ 4 ? 4 + � + + 4 t + # t } 4 4 a 4 s # + b + { 4 + # 4 4 4 d b 4 + + b { { 4 + + { + t t + + ♦ + i + + 4 + + i a { + +I t + + f + 4 + + 4 b + + + f a a f t ♦ + 4 t # a f # + 4 + # { 364 bj . + + co + 364 + + 4 f } + t b 1 + # # # + # { 4 4 Vr i ♦ + 4 4 } 1 0 i} + a d 4 + + # ♦ i a + # ♦ i + ' i i + } t i # ♦ # i # + } ♦ 4 i } a. a + i + ♦ t f } . ♦ + i ♦ 4 # } f 4 # # + b + # # d + { # ♦ 4 i + ♦ ♦ f # } # + d 4 R GROUND ■ ■■ F + # + ♦ + + + # + b i ♦ ? i # b i ♦ i # ♦ # F # + # f + a + + # + 4 b 4 # i # a ♦ 4 # + 4 { + �F # 4 + # 4 f ?. M + � + f # + t. + } # + + 4 4 f f # + + + # # # + F ? b i t F a + t t + + + b b 4 + a t + { 4 � b + 4 + + 4 + + + 4 r t 4 # # + 4 + F b ? b t - # + : + '. + + i + # + } 4 { # # + } b b + b ? + + + b 4 # + ? + ':+ t + + # + + # t 4 + # + + b # + 4 + ? b fi r # + b 4 + # + + { ? b #i# �F + + F fi + F # + # } { t PROFILE STREET 519 , } { ♦ + + + + + a ♦ OFI '+ TR J a } t + F + } + + i + + + + + + # + f + + + + + ♦ + i + a + + + + + + ♦ + # d ? + + ♦ + + a # + + + + { + ? #� 1� t + + + + + + 362 362 t + { + f # t + # # + r a + 4 + t 4 + + ! 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M # + # + } # -+ice �' fi # + b b b +� 6 1'0 + + a 4 a 4 + + t + a a ♦ a # a b b # b t 4 + b t # 4 f # + d # b i # d + 4 # # # 4 b + + + b b # # + b + b A # b # a b # + + b + { # a + i i + + i`[h /� •�14 ` # # + 8 a 4 + b + b + a + ♦ + b # a # # + b b b + i + ? b # b + t # $ # # # A + + A i + + + + 4 4 + ♦ b a + b + F ♦ b # # # ' 6 + i $ 4 b # 4 b a + a a + + a b + # 4 + + F 4 b # 4 � } � 4 + # '�� `i_ a ��i � + '�'�( � + ♦ # + + + # a a a + + # 4 b Li•- ? b b { b { b ♦ b + + ♦ � b + + b # (�"� t c\4 + +�- / + + a ~ ' n j a + a 0 —� + + + r t + } f # + + + 4 s + d + # + r + ♦ f # + } + # ♦ + A + + + ♦ + + + '. Y ! + + l F 5� # ((( # f jay # + ! : j + + d + + + + + t d # d # t +mss} � f a r a f a r + # + a i ♦ i + + r i +0 4 � + a � { 6 {A, } ( �' + �yy, t[ d + { # # + + + + + + + ♦ + + je�' 1'��R.S` F— ♦ b + + b + 4 b ♦ b + + {'{.� ;i��• ♦ + # # + + +ice• P'^{ f + # + •4 F b # } + d t + b •C� f 4a t T' i } } + 4 + a # r a dp +j;,k•i -' ? A 4 t b + + F + t 4 + b + # f + d 4 + f } + M # + } # + + + r } + ? b a f i # } # # r + 4 i 4 r + + # f # b t + a r } t # b ♦ •b f r f b 6 i # •Y" i' �i 4 + i 4 ? # } r + A + r i t + 4 # + + + ♦ + r } + r r } 8 # + + # i + }• } 4 # + f # + } ? 4 d d + t + t b i + ♦ + ♦ r } .► # } A d + + + } + + # + + + A 4 } 4 a + + # i + 4 A ♦ + ♦ 4 # ♦ ,�, { +- R f } { b i i # + b d ? t b t + # t 4 i + ♦ } f r # f 4 F } + + + # + a + i i + } + r + i a # i + ♦ a ♦ + + + e b + ♦ $ + { + ♦ + + ♦ - + # + ♦ ♦ ♦ s ♦ e + } + t } + + # d a + + + d t ♦ + r-A } i } + ♦ ♦ d + b a + # + 4 + + + # # 4 4 t { } 356 + + + ♦ s�ii # t 4 # a d + a #f�� /// + ++ 4 A + ♦ 4 4 + t + 4 r + + t t + 4 + + # + } A } + f i + b # { 4 # 8 + + + # ? ♦ r r + a # + + r b + + r + 4 + + + i b +- + i } # F + t t } + # a a 4 + b + } T f # { + i + b } } + # 4 + + # 4 } $ t f # } 6 t A + i i f # 4 + # } + + d- F + ♦ + F t 4- + # i a # r + A #- 4 + i + 4 A i + + + + + F + + $ } + r b f + + # + F + ♦ A ♦ t } + + + a + b a + + d 356 i + t t b + ♦ + # ♦ ? + # i i + f + + b b + + + + 1 � LF 21+00 � �` �� L.F 20+ 22+00 23+00 24+00 26+00 27+00 229+00 30 WALL PROFILE -- E (D r-- -.` = , r L.HD F'�E � EASEMENT � + �� cN ± w - — + � �� - r..�. n ...�.. n + n F- n �% U ,, w 1 PL 11 R /W Im 6 0! HIGH CONCRETE BLOCK WALL RNISHED PAD PANAMA LANE TYPICAL HALF SECTION No srxc &at EASEMENT 8' LANDSCAPE PL R/W MIDI.' : HIGH CONCRETE AREA BLOCK WALL FINISHED PAS, t •r PANAMA LANE TYPICAL HALF SECTION I I It + + 4 A 4 } ♦ + + 4 # t F i ♦ + } + # a + } + + + } t + + + + t + + i ♦ + + # + b + t t i } } # f # f f t ♦ b b + + a 4 + # + a + + t + i ♦ } + ♦ # + + ♦ • b 4 t # # + + + } + f ♦ 4 # ♦ a ♦ f + b # t # # + A # + ♦ t ♦ + + f + ♦ + 4 a + t t a + + + t # + + t $ + ♦ 8 } + f # + + + 4 + + + ♦ + 4 4 i ? + ♦ # i + + + t A + f ♦ ♦ + + ♦ } ? # 4 + } + ♦ # + + d f + t F ? + a a a + a + f # # + # # } + i + a # f + + # # 41 f + 4 + # # + a + ? } ? 4 + # t + ♦ t + + + # } + + t 4 d T O? + + { ♦ t = + b 6+ + • + + 4 + t + { d ? 4 + F A + + # f 4 # } t ♦ } f + ? i d 4 + 4 + t + a + 4 4 4 b ? 4 # a # + # + 4 t ? F t d 4 # # + r + + } } + 4 } # + ♦ + # ♦ ♦ + + a t a # ♦ } A + A ♦ b + + ♦ ♦ + + 8 ♦ # + ♦ + + # f 4 $ r + + + ? t # + # + # # + + + + + # 4 + + b + a + + + + + + + f + + + + + + + + + + + ♦ + + + i ♦ + # b a # TOX=368.07 4 4 + + + i a b + + # # ♦ t + # b + + + 368 ♦ a t TOW. 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EL� (LOVIER "co" BLOCK (UP's 112 "x 11 12" x 2 31180 SINGLE EfLL NOSE ON 31'2'x71/2- x23116- RED BRICK W/ WHITE MORTAR IN CRUD UCHTS BY OTHERS) PLAN VIEW OF PLANTER AT PANAMA LANE @ENTRANCES NOT R7 SCALE x * BRICK PLASTER VA TH 4.0 VAit f 4 CONCRETE CAP 31, nx23`16"x1t 1/2 w RED BRICK CAP NTH WitTE MORTAR (SEE WALL SECTION -2 0 z RED BRICK SINGLE BILL NOSE cl cj 31 2 "x231'x71 2* RED BRIO x 140 aD x to ALL STUCCO TALL X SECTION 1 EE 1/2" x 2 3/16a x 7 1 o SECTION, BRICK VEN PLANTER Wk STUCCO WATERPROOF SEAL SECTION RED 19RICK SINGLE BULL NOSE ON 3 1,x`21` x 2 31161- x 7 1 :r V RED BRICK STUCCO FACE—.... G'x Wx 1s" CON . BLOCIlt GROUT S0LtC ALL CAVITIES CONT. IN BOND BEAM (1 2m FROM TOP OF WALL) "L" GIARS A T 32" O/C 30" MIN. SCE CEN T ELL IN WALL RED BRICK SINGLE BULL NOSE #5 +CART: IN BOND BEAM ON 3 1/2' x 2 3/16'" x 7 1/2" (AT MID iiEtCH RELY BRICK 3 5/8"x 7/1 S'x 7 RECD BRICK VENEER �' L � TES �" x �� x 1 " SMOOTH - ' AT 3 CSC FACE CONC. BLOCK (CENTERED IN WALL) C 40N T.��,jj NV BOND BEAM - f r:► 3 SEALANT ' ' E SAT CMiii!' Cl'EI T S "X 81"X ell, ' � APPLIEQ` BY WALL SEALANT TO 13E APRLIE FACE CONC. alLOCK CONTRACTOR �. LANCYSCAPE ORADE VARIES BY WALL CONTRACTOR ALANT TO ISE APPLIED B'1E'` WALL 0 j of < —i w 6w miN) LANDSCAPE !ADE VARIES CC TRACTOR o 6'* M IN) .. tt �r /C #4 13ARS 0 327 O/C cl s, fry ' ' . Rim -BAR', CON k 3- #+ C ! T. RE -13AR CONCRETE FOOTING 3"x 3"x 3" CE 7EBL 4" 3" x 3" x 3" CONCRETE ' lam CHAIRS SHALL BE USED TO PLACE FOOTING RE-BAR mpol CHAIRS SHALL BE USM TO PLACE FOOTING RE-BAR WALL SECTION 1 WALL SECTION 2 N a 0 T ESI- Po�w NOT TO SCALE NOT TO SCALE _ LD -� LANDSCAPE CL CENTERLINE R/W RIGHT OF WAY B -- GRADE BREAK CONC. -- CONCRETE TIC' - TOP OF WALL TOF TOP OF FOOTING FTC F001ING CONST. -- CONSTRUCTION ,.• ._ THIS SH EE T PT = POINT N = BEGIN