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HomeMy WebLinkAbout1.4-6352 Ph 1 & 2 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, Doted 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 0 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 0 7 days and 1800 PSI 0 28 days. C. Grout: 1. Strength: 1500 PSI 0 7 days and 2500 PSI 0 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. VICINITY MAP NO SCALE PROJECT SITE 21 19 - I is 22 17 16 1s 14 Y 3 ` 24 zT n 29 � 30 3t eOAs 1 m L \ © 1' ® 9 6 \\ 19 20 C 3 4 5 8 T SESHEET 3. 14 15 16 17 ... \ 1 2 _ ��E 2 13 _ 2 \ -_��- - 3 \\y �- NOTES 12 /-s T / 19 /0 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. GB GRADE BREAK �^ CITY CONST. INSPECTION DEPARTMENT 326-3049 e� I c G PARKS DEPARTMENT 326-3117 LS LANDSCAPE GENERAL NOTES IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION ELEV ELEVATION BLOCK TYPE: MORTARED CONCRETE BLOCK JOINTS OF 60' IN WALLS WITHOUT PILASTERS. EC END CURVE SIZE WALL: 6"x 8"x 16", 8'x 8"x 16" & 10"x 8"x 16" !NAGE BC BEGIN CURVE COLOR: STANDARD GREY BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB ;T4 BAR 0 9" O.C. PATTERN: RUNNING BOND AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER TC TOP OF CURB CAP: 1" GROUT CAP THAN 8 FOOT CHORDS. 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE/BACK OF WALL. 23. RETAINING AND/ OR BELOW GRADE WALLS W1 WALL SECTION a SHOULD BE DRAINED WITH FREE DRAINING GRAVEL. 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT THE GRAVEL ZONE SHOULD HAVE A MINIMUM PROPOSED WALL HIGHEST SIDE OF WALL. WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK .. '- FUTURE WALL '.. WIDTH OF 12 INCHES WIDE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING SHALL BE DONE WITH SAWCUTS. �------- A THE AREA ALONG THE WALL LINE. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. SECTION LINE 12. 24. SOIL HEIGHT OVER TOE OF FOOTING TO BE ilTllil�■ 11111i'W1111 CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED IGNORED FOR PASSIVE PRESSURE. SOIL T SECTION IS LOCATED Eli HEIGHT OVER TOE SHALL NOT EXCEED 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY HEIGHT OF RETAINING. SEE NOTE 3. DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- VICINITY MAP NO SCALE PROJECT SITE 21 19 - I is 22 17 16 1s 14 Y 3 ` 24 zT n 29 � 30 3t eOAs 1 m L \ © 1' ® 9 6 \\ 19 20 C 3 4 5 8 T SESHEET 3. 14 15 16 17 ... \ 1 2 _ ��E 2 13 _ 2 \ -_��- - 3 \\y �- NOTES 12 /-s T / 19 /0 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION / THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND / THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS _ __- yl, :".4..9,I P/L rr TO BE DEDICATED WITH FINAL MAP '' I GROUT CAP 1 1 #5 DONT. BOND BEAM (12° FROM THE TOP) - 48' MAX SPACING (TYP.) 61 CONCRETE BLOMi 15 CONT. BOND BEAM (AT MID HEIGHT) 48' MAX SPACING (TYP) STREET SIDE - GROUT SOLID ALL CAVITIES 8. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER CL CENTERLINE LANDSCAPE .1MMIAX. PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 EG EXISTING GRADE LANDSCAPE GRADE VARIES GRADE COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING FG FINISHED GRADE (6°MIN.) NOTICE. GB GRADE BREAK �^ CITY CONST. INSPECTION DEPARTMENT 326-3049 e� I c 9. PARKS DEPARTMENT 326-3117 LS LANDSCAPE GENERAL NOTES IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION ELEV ELEVATION BLOCK TYPE: MORTARED CONCRETE BLOCK JOINTS OF 60' IN WALLS WITHOUT PILASTERS. EC END CURVE SIZE WALL: 6"x 8"x 16", 8'x 8"x 16" & 10"x 8"x 16" !NAGE BC BEGIN CURVE COLOR: STANDARD GREY BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB ;T4 BAR 0 9" O.C. PATTERN: RUNNING BOND AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER TC TOP OF CURB CAP: 1" GROUT CAP THAN 8 FOOT CHORDS. 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE/BACK OF WALL. 23. RETAINING AND/ OR BELOW GRADE WALLS W1 WALL SECTION a SHOULD BE DRAINED WITH FREE DRAINING GRAVEL. 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT THE GRAVEL ZONE SHOULD HAVE A MINIMUM PROPOSED WALL HIGHEST SIDE OF WALL. WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK .. '- FUTURE WALL '.. WIDTH OF 12 INCHES WIDE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING SHALL BE DONE WITH SAWCUTS. �------- A THE AREA ALONG THE WALL LINE. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. SECTION LINE 12. 24. SOIL HEIGHT OVER TOE OF FOOTING TO BE 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED IGNORED FOR PASSIVE PRESSURE. SOIL T SECTION IS LOCATED BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. HEIGHT OVER TOE SHALL NOT EXCEED 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY HEIGHT OF RETAINING. SEE NOTE 3. DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- CHARGED OUT ON AN HOURLY BASIS. LEGEND: 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF ABBREVIATIONS 12 INCHES BELOW BOTTOM OF FOOTING. ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD FL FLOWLIME yl, :".4..9,I P/L rr TO BE DEDICATED WITH FINAL MAP '' I GROUT CAP 1 1 #5 DONT. BOND BEAM (12° FROM THE TOP) - 48' MAX SPACING (TYP.) 61 CONCRETE BLOMi 15 CONT. BOND BEAM (AT MID HEIGHT) 48' MAX SPACING (TYP) STREET SIDE - GROUT SOLID ALL CAVITIES 8. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER CL CENTERLINE LANDSCAPE .1MMIAX. PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 EG EXISTING GRADE LANDSCAPE GRADE VARIES GRADE COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING FG FINISHED GRADE (6°MIN.) CONCRETE ALL BE U (CENTERED IN WALL) (24' MIN. LIP SPLICE) 2^ LOT ISDE - I FIRST COURSE TO CONSIST OF NMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE NT TO BE APPLIED m� ALLICIINTRACTOR EA #4 BAR 0 9' O.C. #4 BAR 0 9' O.C. WALL SECTION 1 PAL I 1' GROUT CAP 1 ---STREET SIDE - j5 CONT. BOND BEAM (12' FROM THE TOP) - 4e MAX SPACING (TYP. 6'xex16CONCRETE BLOOK- GROUT SOLID ALL CAWTES '5 GIONT. SVD BEAM (AT MID HEIGHT) 48' SPACING MAX. (TIP) TxEli CONCRETE BLOCK EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A (CENTERED IN WALL) SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S (24' MIN. LAP SPLICE) ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITES FROM PRIVATE PROPERTY LANDSCAPE 2% MIN, WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC LANDSCAPE GRADE VARIES GRADE 4:1 MAX. RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. (GRAIN.) 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND ARE TO BE PRIVATELY MAINTAINED. 7.5 19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION (811).- 3°%3'X3' CONCRETE BLOCK 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. CHAIRS SHALL BE USED TO 1'-5 THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE PLACE FOOTING REBAR CITY ENGINEER. 21. ANY ITEMS IN THE 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 WALL CITY ENGINEER. 22. MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE , SHALL BE 4: 1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE '. SHALL BE 246. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE ' SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. P 9'-4: & 10'-0' & 10'-£ 1 /4 'C BAR AT 32' O.0 r(CENTERED IN WALL) 1 (24' MIN. LAP SPLICE) 2.0 I NEATLY GRIOUT CAVITY ir I ZALANT TO BE APPLIED ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED `LITH "AQUA GB GRADE BREAK �^ A CLEAR WATER SEAL SUCH AS -SEAL", OR APPROVED EQUAL. e� I c 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER LS LANDSCAPE FIRST COURSE CONSIST IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION ELEV ELEVATION I JOINTS OF 60' IN WALLS WITHOUT PILASTERS. EC END CURVE Sa !NAGE BC BEGIN CURVE 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB ;T4 BAR 0 9" O.C. n' -a° & 12'-0' WALL AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER TC TOP OF CURB a THAN 8 FOOT CHORDS. TW TOP OF WALL (25' MIN. LAP SPLICE) HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE W1 WALL SECTION a 1/2" 71/8". ALL REINFORCING STEEL SHALL BE TED FIRMLY IN of :j a ZGTION. IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK PROPOSED WALL o WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK .. '- FUTURE WALL '.. WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SECTION LEM SHALL BE DONE WITH SAWCUTS. �------- A 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. SECTION LINE 12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT T SECTION IS LOCATED 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 CONCRETE ALL BE U (CENTERED IN WALL) (24' MIN. LIP SPLICE) 2^ LOT ISDE - I FIRST COURSE TO CONSIST OF NMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE NT TO BE APPLIED m� ALLICIINTRACTOR EA #4 BAR 0 9' O.C. #4 BAR 0 9' O.C. WALL SECTION 1 PAL I 1' GROUT CAP 1 ---STREET SIDE - j5 CONT. BOND BEAM (12' FROM THE TOP) - 4e MAX SPACING (TYP. 6'xex16CONCRETE BLOOK- GROUT SOLID ALL CAWTES '5 GIONT. SVD BEAM (AT MID HEIGHT) 48' SPACING MAX. (TIP) TxEli CONCRETE BLOCK EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A (CENTERED IN WALL) SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S (24' MIN. LAP SPLICE) ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITES FROM PRIVATE PROPERTY LANDSCAPE 2% MIN, WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC LANDSCAPE GRADE VARIES GRADE 4:1 MAX. RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. (GRAIN.) 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND ARE TO BE PRIVATELY MAINTAINED. 7.5 19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION (811).- 3°%3'X3' CONCRETE BLOCK 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. CHAIRS SHALL BE USED TO 1'-5 THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE PLACE FOOTING REBAR CITY ENGINEER. 21. ANY ITEMS IN THE 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 WALL CITY ENGINEER. 22. MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE , SHALL BE 4: 1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE '. SHALL BE 246. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE ' SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. P 9'-4: & 10'-0' & 10'-£ 1 /4 'C BAR AT 32' O.0 r(CENTERED IN WALL) 1 (24' MIN. LAP SPLICE) 2.0 I NEATLY GRIOUT CAVITY ir I ZALANT TO BE APPLIED o m 3Y WALL CONTRACTOR �^ FIRST COURSE TO CONSIST OF e� I c 48' MAX SPACING (TYP) UNMORTARED HEAD JOINTS TO FIRST COURSE CONSIST ALLOW FOR DRAINAGE GROUT SOLID ALL CAVITIES I 15 CONT. BOND BEAM � IS Sa !NAGE N n EA. /4 BAR O V O.G I ;T4 BAR 0 9" O.C. n' -a° & 12'-0' WALL SECTION J 0 a F 3 0 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL CONSTRUCTION PLANS FOR TRACT 6352 HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE c 1° GROUT 15 CONT. BOND BEAM (12' FROM THE TOP) - 48' MAX. SPACING (TIP. - STREET SIDE - 6°%8'x16' CONCRETE BLOCK GROUT SOLID ALL CAVITIES - #5 CONT. BOND BEAM (AT MID HEIGHT) 48' MAX. SPACING (TYR) 8%81 CONCRETE BLOCK, 8`-0' & 9-8' WALL SECTION: 14 °L° BAR AT 32' O.C. (CENTERED IN WALL) (24' MIN. LAP SPLICE) LANDSCAPE GRADE (fi'MIN.) p� FOOTING EASEMENT TO R �DEOICATED METH FINAL M, I I ---LOT SDE I I 1 8'-0° & 81 WALL SECTION: #4'L° BAR AT 327 D.C. (CENTERED IN WALL) z (24" MIN. LAP SPLCE) g I I I > I 0° 3 NEATLY GROUT CAVITY of I SEALANT TO SE APPLIED o m TO Z -BY WALL FONTRACTOR m (12' FROM THE TCO) - 48' MAX SPACING (TYP) FIRST COURSE CONSIST GROUT SOLID ALL CAVITIES -DORTARED HEAD JOINTS TTO lA1O 15 CONT. BOND BEAM ALLO----WLLL1 FOR !NAGE N n 8'x8'xt6' CONCRETE BLOCIK\ n' -a° & 12'-0' WALL BARO 9' O.C. a 1'Y'1#4 BARO 9' O.C. y (25' MIN. LAP SPLICE) WALL SECTION 2 1' GROUT CAP 3'%3'X3' CONCRETE BLOCK T 3.. m CHAIRS SHALL BE USED T PLACE FOOTING REBAR 1'-6' FOOTING EASEMENT TO BE PA DEDICATED WITH 1FINAL MAP I I I ----LCI SIDE I 1 11'-4° & 72'-0' WALL SECTION: O.C. (CENTERED IN WALL) (25' MIN. LAP SPLICE) ' I I I iNEATLY GROUT CAVITY z L I I I /-NEATLY GROUT CAVITY OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE 11 GRAVEL BED TO ALLOW FOR DRAINAGE (SEE NOTE 23) I, 1r 6 EA /4 BAR /4 BAR 0 18. 0.11 1' 14 BAR 0 1701 WALL SECTION 4 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 CONSTRU ON AND SUCH CORRECTIONS WILL BE f3EF4JECTED ON RE.CORD PLA UBMITTED TO THE CITY ENGINEER. BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-18 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 DATE �DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER BENCHMARK: U.S.G.S. Y-292, ELEVATION =. 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. BASIS OF BEARINGS: THE BEARING OF N00'32'24°E, SHOWN FOR THE EAST LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. OWNER & SUBDIVIDER: TARINA HOMES, INC. 1401 19TH STREET, #215 BAKERSFIELD, CA 93301 CONTACT PERSON - CHRIS JOHNSTON (661) 487-5990 LIST OF MATERIALS BLOCK WALL LF 2244 PHASE 1 LF 1,387 PHASE 4 LF 857 SHEET TITLE 1. COVER SHEET DATE SCALE: 1" = 200' 200' 100' 0' 200' 400' ON PLANS ION PLANS 15 Know what's below. CaII before you dig. -STREET SDE - TO #5 CONT. BOND BEAM (12' FROM THE TCO) - 48' MAX SPACING (TYP) VAN16' CONCRETE BLOCK - GROUT SOLID ALL CAVITIES 15 CONT. BOND BEAM (AT MID HEIGHT)-,, 48° MAX. SPACING (TYP.) 8'x8'xt6' CONCRETE BLOCIK\ n' -a° & 12'-0' WALL SECTION: #4 'L° BAR AT 32' O.C.\ a ((ENTERED IN WALL) y (25' MIN. LAP SPLICE) 10'xB'x16' CONCRETE BLOCK a 71'-4' & 12'-T WALL of :j a ZGTION. w (!4 'L' BAR AT B' O.C. o (CENTERED IN WALL) of (26' MIN. LAP SPLICE) 1. /5 CONT. BOND BEAM (48' MAX. SPACING (TYPJ) w LANDSCAPE GRADE VARIES LANDSCAPE 296 MIN. (6' MIN.) GRADE 4:1 MAX 3'%3'X3' CONCRETE BLOCK T 3.. m CHAIRS SHALL BE USED T PLACE FOOTING REBAR 1'-6' FOOTING EASEMENT TO BE PA DEDICATED WITH 1FINAL MAP I I I ----LCI SIDE I 1 11'-4° & 72'-0' WALL SECTION: O.C. (CENTERED IN WALL) (25' MIN. LAP SPLICE) ' I I I iNEATLY GROUT CAVITY z L I I I /-NEATLY GROUT CAVITY OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE 11 GRAVEL BED TO ALLOW FOR DRAINAGE (SEE NOTE 23) I, 1r 6 EA /4 BAR /4 BAR 0 18. 0.11 1' 14 BAR 0 1701 WALL SECTION 4 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 CONSTRU ON AND SUCH CORRECTIONS WILL BE f3EF4JECTED ON RE.CORD PLA UBMITTED TO THE CITY ENGINEER. BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-30-18 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 DATE �DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER BENCHMARK: U.S.G.S. Y-292, ELEVATION =. 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. BASIS OF BEARINGS: THE BEARING OF N00'32'24°E, SHOWN FOR THE EAST LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. OWNER & SUBDIVIDER: TARINA HOMES, INC. 1401 19TH STREET, #215 BAKERSFIELD, CA 93301 CONTACT PERSON - CHRIS JOHNSTON (661) 487-5990 LIST OF MATERIALS BLOCK WALL LF 2244 PHASE 1 LF 1,387 PHASE 4 LF 857 SHEET TITLE 1. COVER SHEET DATE SCALE: 1" = 200' 200' 100' 0' 200' 400' ON PLANS ION PLANS 15 Know what's below. CaII before you dig. STA. 10+70.00 AL 85.28 LT = -I VIN /I STA. 10+8551 WALL STA. 19+23.34 FL 7&17 LT. _ '' (OT q AR DRIVE VE ANG OIN GN W VE STA 19+33.28 WALL. STA. 10+91.53 CL 64.00 LL = 1 4" STA 11+06.62 WALL PCC F �Jr1 (r /le 54' �� � 1 70' STA. 13+15.20 CL 64.00 LT. _ - I 2 t FUTDRE Wqu 12 i I STA. 13+23.13 WALL I I I __ I Z G I J 712. \ �r--.-----I------ FP 702.6 n I I 4 t I -__-____- i 5 I I FP 704.0 t n / 1 1 I 9 I 8 Q M 7 I 7 1 FP 706.6 1 FP 705.5 ' �15 798 FG m M i FP 712.5 1 1 FP 7 FP 708.5 I , I 7026 FG h D FP 1 09.5 FP 7 � 712.0 FP 711.5 12-p 1 y I ,� I y di• _ !S 18 . 0 1 _ �- N 255% _ _ _ _ _- '� INIBRSEg00N 1�6 y1--�_______-__ _-- 1.8 STA. 10+x,00 4+• 2.5sX ,� � 255X - ,� s ,� 7X 1�y STA. 10+00.00 C.L.HNGNLAND 1`. 1`d 1 2.55X 6 yy 2.55% 9y 9GNT' �r ,1pR• aoa' 'C' 0 m4+ �, 18+00 • � o �� 10 .. NNEI-ANO RD CANT DRItE_ o n}g O°. 1 .e� 1�'NE� Now 010" ' �an 11+00 GU �� PRC . Vy 2+00 77ER 1s 0 ' \1 ���ma�m■ �■��■��ii+W 14+00 ��a minima �� ■/��M_ 01 STA. 18+05.75 CL 1 BEGIN WRVS mm a a� w 0� 0 0 a" 0-tl• ItMOMBWNDAR 101'' PCC STA. 10+8497 GL STA. 18+54.91 C.L M. LL = A 18+50.39 WALL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA BEARING C1 1936.00' 216.51' 108.37' 6'2428" NOW S8' 50.23"E C2 2010.67' 527.26' 26515' 151VMI'29' N7T 52' 36.031 C3 2048.00 39.66' 19.83' 1'06'35' S7H 41' 11.21'W C4 2048.00' 39&80' 200.03' 11'09'26' S81' 12' 06.93'W TA. 20+30.01 WALL BRANDY WART; WAY ♦-���" III �II 11 --- I 738- - - �TIT T - - -- 738 736 736 1� i-- * - I 1 �i II 734 p; - - - -t + 734 N 732 '� I I_� 1 __ M L y 1 _ � ww , � ' >� - - - 1 - 1 �� F 32 i I 0 n I I n� 1 730 730 726--T � 726 00 J- 726 +1 � I 726 724 724 722 Nhh 722 720 waLL� -� 11 � _ 1 � I � ��1 - 1 10 - i 7 ,I 720 o 718 s - 718 tD n {o 1 1 1 I I 716 - - RNISH716 714- SDE 1,1 --714 q q 01 I 1 10 I 1 I i I LLOWurI _ _ ' •< `'� S.'1 _ -, 712 712- I - - TOP NbSCAPE o 708 GRADE -. `\ '` b_ _m NISH€� 710 _ 710 FOOTINGT I GRADE Y PO- S! LOT � MT --- 708 il�706 a 706 I 704�� -�E J 704 it 1 FOOTING r �� _ b b O b 5 o S 1 s"] mwOIaN- 1 Ic�wzQ- �N okm'�NW{QSA� okm'Mrm�fn o WI�✓-1_Id4+-o `oN¢4+'Ji1a'/1 �N MNr4+QF)V _�V"I .NaIy o�i WaaIi.Mm�G MJa`mwJ' odmia-Jd' 70270225; '' 700>700 owFLOWWE� o o LANDSCAPE -T F)696 m ^� 696 99 g Ogg O9 696 AA,�a 696ti 694Vo N NVI VI VINI _N NN i_- L_---. 111 1� J 694 F II - I .....23 434' 692 1'F$gdm �nppMrm� t�(}l ozOoRm" n>'Nrm.1Y�'$4+1' F$°md nW�Qw�� FoRV"I �noWmrVI $wr 1IloFON nwhrVIyMrVI I 692S Sm ESHBET 3 n oM�o s COVE SHEE $oV 690690 > g 8g1LL 666 gg 666 NN LL C5 gg '�Ihhp6.60dP i� og Z• + 666 ^ f 0. Q 666 cL E N WV 684 - 684 4.127 682 -� WALL sEcnlN a WA 6ECTON'6 682 680 -- -�- SEE COVER NEST SEE SHEET 680 10+50 Ir 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 i5. 700.0 LI. _ POT EGIN W r �\ r END CURVE STA. 20+11.70 C.L. 4&00 LT. _ F1A J r STA 24+01.16 C.L. 48.00 LT. _ STA. 20+61.70 WALL STA 24+60.50 WALL ENO WALL +- +---- I --,' -----II ---II------� STA 25+1&60 C.L 61.5ILT= 1 - - STA. 25+81.91 WALL I, 4 5 6 7 FP 694.0 \ 1 I z 1 I FP 697.0 I FP 696.5 I FP 695.5 1 FP 694.3 1 ' I FP 698.0 I FP 697,.5 ' I 1 20+00� � 0 won a a ILII $ _auW� 1 ag I �o �j y9yy l INTERSECTION STA. 10+00.00 C.L BRANDY WINE WAY MIT = NGLE POINT STA 19+52.67 C.L. HIGHLAND KNOLLS DRIVE WALL SCHOOL LT. _ SCHOOL SJTE (NOT A PART) aHLAND KNOLLS DRIVE (STA. 10+85.51' C.L. TO 25+82.77' C.L.) SCALE: 1" - 50' HORIZONTAL 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 20- - �- {ani 1'_ONE OF SII 23+DO °'1 0� 6 � HIGHLAND KNOLLS DRIVE Line Table ONE # LENGTH BEARING L1 30.11 N44: 42' 08.31"W L2 42.99 S28' 06' 11.86"W L3 43.63 S60' 14' 26.65"E L4 121.40 N82' 03' 04.53"E 69,0, IM .0 FG 5 6 CL CENTERLINE W 94� 50 6 (n W GB GRADE BREAK O 1 W U) ONE it mom � ■ an 25+00 ELEV ELEVATION EC END CURVE END CURVE STA. 25+32.32 GL 6gy' 1 TW TOP OF WALL 1 LEGEND: ABBRENATIONS FL FLOWUNE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK O LS LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE - TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL w :.,. i . FUTURE WALL CTION LETTER A - - - - - - - SECTION LINE BET SECTION IS LOCATED p ... i -- --,- SCALE: 1" = 50' ` t. so' 25'0,50'100' Know what's below. - Call before you dig. CITY RECORDS NO: 720 718 716 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 -25 n 0 O - Z V m M M No n 0<a o N O Z0F0 0 o Z Q J U W � J W t0 Q N W Y m o m S r R � br� � _ � a U .Q ISTD <' 4 Y N 0 N K a W Z J W N a rA LL Z LL 00 O z - I.- 0 O tp < cr z a h Q b co < f o Z I- 0 U <0 s Ix � ~ J R � Q 6 F /W W W Lu N 00 w 0 STA. 22+99.29 C.L. 80.49 LT. = END CURVE SIA. a0+08.42 W� 2e.�� ��• - STA. 3D+0842 WALL AN POINT ON VE P/L STA 22+99.01 WAIL STA 23+17.57 C.L. 63.54 LT. - STA 30+52. 9 WALL 00 LT FOOTING EASEMENT STA. 23+25.91 WALL OLD WOOD DRIVEBE "CA = 2' WALL FOOTING EASEMENT NTH AL VARIES 14.0 TO 28 t NOT A PART END WALL TO BE DEDICATED 6 NTH FINAL MAPC.L.STA. 31+36.90 C. 52.35 LT. _ o STA. 31+58.54 WALI-2, R/W = v 68 9 'Waq I raW I oLL I LL 1/0.00 I `3DIm I o NaIL m PROPOSED i I1 2+3' 3' BLOCKWALL 15`1TO 215 10'1O 12 014 16 17 18 19 aX20 691+0 FG 10.047 02,AGem M FINISHED GRACE 6, ke LOT GRADE7. M 24 MAX cp F Rc _-_ 6 -- - L2 -- ----- S - -- -- �R1Y 9D0 FG sq4 m 2x MIN. __ i - - - m 6 : �-W ` LL = & GUTTER $ EX. CUR& �' 4r - 161NE OF SIGHT 650'- - i s S \ --- STA. 31+54.9 WALL URB a '. xA I � m t LIP � GUTTER & ... - - -- BW ,2, `� � STA 31+37. �7 C.L 900 s• DE rPROPOSEDr sx W4 C / TBW COMBINATION - _ - -L -€I(•-CURB.- - - `� -' SIDEWALK N SIDEWALK _ a t uP� �'GUB@� -. SIDEWALK GIITIER & GUTTER &-�\ \ 23+00 . �- 24+4D- - - - - - - - 25+00 26+OD SIDEWALK 7 DO 28+00 SI EWALK 3T+00 -i- _ _ _ __ _ _ ___ (STA. 24+01.05' C.L. TO 25+62.77 C.L) HIGHLAND KNOLLS DRIVE F9 STA. 22+37.78 C.L. BEDFORD GREENS DRIVE CNT ANGLE POINT N 0321Y E 2828.42' �- -~ ANGLE POINT-{- vr.+� -�- -OP "�6 (STA. 22+37.78' C.L. TO 25+3245' C.L) BEDFORD GREEN DRIVEE BEDFORD GREEN DRIVE ��� HIGHLAND KNOLLS DRIVE &BEDFORD GREEN DRI STA 25+23.55 C.L. 48.00 LT. = STA 29+17.02 GL 46.00 LL = STA. 25+32.47 WALL STA 29+25.94 WALL. �� SCALE: i"=10' 714 712 710 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 FOOTING EASEMENT N g® P/L /// TO BE DEDICATED 1WTH END WALL I BEGIN CURVE 1' GROUT CAP 712 -STREET SIDE-- I -LOT SDE U - g5 CONT. BOND BEAM I I FROM THE (48'MAX. 710 STA. 29+48.25 C.L 79.33 LT. _ STA. 30+46.58 WALL I 10-0° WALL SECTION: V 'L' BAR AT 16' O.C. a J 6'x8'x16' CONCRETE BLOCK -!--/4 (CENTERED IN WALL) 710 (20r MIN. LAP SPLICE) ]� L©7 s X STA 29+70.18 WALL - 710 2.0' .e 708 EATLY GiOUT CAVITY (ATMID HEIGHT) o 4d MAX. SPACING (TYP.) PARK S17E V)OYff�- m� N� I m 708 10'-O" WAIL SECTION 11 FINISHED GRADE -.. + W U M 04 'L' BAR AT 8" O.C. 708 BEDFORD GREEN DRIVE 3 a o > < ? UNMORTARED HEAD JOINTS 70 706 LANDSCAPE (STA. 22+98.96' C.L. TO 31+58.40' C.L.) GRADE 706 P/L I ww 41 MAX. n _ SCALE. 1' L� = 50' HORIZONTAL EASEMENT FOOTING TO BDEDICATE) FOOTINGEASEMENT AK BAR 08"O.0 II 3ww 3wr!! R 2 III WITH FINAL MAP \ P/L \T R/W I TONE NR1H FINAL MAP 1 R/yy 14 II I 1' GROUT U OO'i Omi « 0pT¢� INN .��- 6 i 702 8' ++ IS CONT. BOND BEAM d ++ d +N+ d PROPOSED 2' ++ I y I 702 ; J__..- i' (12' FROM THE TOW)- A i iNN-_ k '-�ri I_..Om m O+O• SLOCKWALL y3' f 700 - - - 48' MAX. SPACING (TYP.; 700 698 K o I I I �. au ts.K9 PROPOSED Z 23 L - mm __STREET SIDE - mm Vl mm 1 1 ---. a j I 11 69 I1 BLOCKWALL 696 6'x8'x16' CONCRETE BLOCK -- 696 694 S t Z S t W 694 -i - LINE TABLE LANDSCAPE _--FlNISHED LL --+ --� 'P 2' 692GR 692 I ADE GROUT SOLD ALL CAV nES- LEGEND: a b CURVE TABLE ♦� V FINISHED GRADE LOT GRADE 690 5 m 3670 I I �� m 2' b5 CONT. BOND BEAM (AT MID HEIGHT ) - 6 f m Z # LENGTH r� BEARING ABBREVIATIONS 686'. V 1 W ~ -4- � f J - NIP _ - - Y- 21 2% I _ 48° MAX. SPACING (TY - I I FINISHED GRADE Lor sD F � 666 L1 206.56 N4' 45' 38.0VE % CURVE RADIUS LENGTH TANGENT DELTA BEARING a � o o 2z MHN. EG EXISTING GRADE FINISHED PAD 2.1 2x 686 Max 8"x8'xt6' CONCRETE BLOCK OF �a TooPNc LOT SIDE m ._- C 20.33' 27.9' 16.23' 7771'54' N43' 27 WE 1 4:1 MAX PROPOSED CURB o l I MIN. a1 MAIL F m mm FI of 8'-0' WALL SECTION: GB GRADE BREAK L2 393.47 N0' 32' 17.44"E C2 1057.64' 101.93' 51.00' 531'18' S02- 57' 9°W W r __. - ! ss' WIDE aGUTTER COMBINATION 1 ' 5.5' WIDE PROPOSED CURB GUTTER #4 'L° BAR AT 16' O.C. -\ m L3 44.23 N44. 33' 13.9eW � ELEV ELEVATION I I SIDEWALK COMBINATION � (CENTERED IN WALL) 662 EC END CURVE 660 I n: n I SIDEWALK SIDEWALK (20" MIN. LAP SPLICE) L4 44.07 N45' 13' 43.94"E (STA. 12+03.02' C.L. TO 25+82.77' C.L) HIGHLAND KNOLLS DRIVE (STA. 10+85.51' C.L. TO 12+03.20' C.L) HIGHLAND KNOLLS DRIVE LANDSCAPE �4+jg Gild 1- o d s 8.35 Nss 2T 3s n°w 676 (STA. 25+32.45' C.L. TO 30+00.00' C.L.) BEDFORD GREEN DRIVERADE (STA. 30+00.00' C.L.C.L TO 31+53.87 C.L.) BEDFORD GREEN DRIVE 2%M LANDSCAPE GRADE VARIES' 4:.1 M, m TW IOP OF WALL 678 44 or' - 678 WI WALL SECTION 676 HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE KB� HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE r 676 SCALE: 1"=10' - FUTURE WALL C; 675 SCALE. 1"=10' OF TING I-- �' M ( I 1 FOOTING EASEMENT N g® P/L /// TO BE DEDICATED 1WTH I / FINAL MAP 1' GROUT CAP 712 -STREET SIDE-- I -LOT SDE U - g5 CONT. BOND BEAM I I FROM THE (48'MAX. 710 i i I 10-0° WALL SECTION: V 'L' BAR AT 16' O.C. a J 6'x8'x16' CONCRETE BLOCK -!--/4 (CENTERED IN WALL) 710 (20r MIN. LAP SPLICE) _ I m - 710 2.0' .e 708 EATLY GiOUT CAVITY (ATMID HEIGHT) o 4d MAX. SPACING (TYP.) I V)OYff�- m� N� I m 708 10'-O" WAIL SECTION 11 FINISHED GRADE -.. + W U M 04 'L' BAR AT 8" O.C. 708 706 3 a o > < ? UNMORTARED HEAD JOINTS 70 706 LANDSCAPE ALLOW FOR DRAINAGE < GRADE 706 RIES 2% MIN. I ww 41 MAX. n _ - 6 EA. /4 BAR ®d D.C. 704 AK BAR 08"O.0 II 3ww 3wr!! R 2 III 704 � mm II I TSI U OO'i Omi « 0pT¢� INN .��- i 702 ++ d ++ d +N+ d +t ++ z 702 ; J__..- i' .__ A i iNN-_ k '-�ri I_..Om m O+O• i f 700 - - - - 700 698 K o 1 �. au ts.K9 698 L - mm mm mm Vl mm 1 1 ---. a j I 6y6.4 11 69 696 -- 696 694 Z J W 694 -i - {. _a LANDSCAPE _--FlNISHED LL --+ --� 694, LL 692GR 692 ADE 692 LEGEND: a b W � ♦� V AL 690 � 3670 6 = 1 2 690 6 f m Z r� -s. ABBREVIATIONS 686'. V -.. C ___ W ~ -4- � f J - _ _ - - Y- 0 I _ ;- - I I FINISHED GRADE Lor sD F � 666 CL CENTERLINE 666• I % - w a � o o EG EXISTING GRADE W 686 OF �a TooPNc LOT SIDE m ._- - 666 FG FINISHED GRADE 664 m o l o F m mm FI of GB GRADE BREAK LANDSCAPE OR. 684 I .._-,� z �". '` .. _. z F > - -J ,--._ w{'•' W r __. - ! 684 1 ' 662 m g 1'- i � ELEV ELEVATION I I � � 662 EC END CURVE 660 I n: n I I BC BEGIN CURVE 680 •� �4+jg Gild 1- o d JJJJ 676 0{ m m TW IOP OF WALL 678 44 or' - 678 WI WALL SECTION 676 WALL SECTION SEE! SH 3, WALL CTION 1 I SEE CO VR SHEET ,I :. PROPOSED WALL 676 676 - FUTURE WALL 674 675 OF TING I-- 675 m m m m m m MATCH LINE 29+50 30+00 31+00 32+0032+25 CTIoN LEFlER _- - LANDSCI IE GRADE% O) O• N � I t0 �� ism Im m mm i mpWj m m I m I I m m � I i I � m I T r I � p oo �-�_2 Lt; � mmmm m_ I 1 i I I - MOD 'SH - IL -9014-1r � WALL SE TION 3 S � � EGO R-QiE T � L _ --..1„E-CO. S3 601�W -1_ . LL E T10N � jSEE- SEE � I, J L _ 1. i fl _)_ I 714 FOOTING EASEMENT N g® P/L /// TO BE DEDICATED 1WTH I / FINAL MAP 1' GROUT CAP 712 -STREET SIDE-- I -LOT SDE U - g5 CONT. BOND BEAM I I FROM THE (48'MAX. 710 SPACIN1f G I 10-0° WALL SECTION: V 'L' BAR AT 16' O.C. a J 6'x8'x16' CONCRETE BLOCK -!--/4 (CENTERED IN WALL) 710 (20r MIN. LAP SPLICE) I m - 710 2.0' .e 708 EATLY GiOUT CAVITY (ATMID HEIGHT) o 4d MAX. SPACING (TYP.) I 8'x8'xi6' CONCRETE BLOCK I I 708 10'-O" WAIL SECTION 11 FINISHED GRADE -.. + W U M 04 'L' BAR AT 8" O.C. 708 706 3 a o > < ? UNMORTARED HEAD JOINTS 70 706 LANDSCAPE ALLOW FOR DRAINAGE < GRADE 706 RIES 2% MIN. I 41 MAX. n 7.5' MIN' I__,_I - 6 EA. /4 BAR ®d D.C. 704 AK BAR 08"O.0 II R 2 704 � II 704 U � .��- i 702 I 702 z 702 ; 700' 0 700 - - - - 700 698 K o �. au ts.K9 698 ��'� N - �� 698 696 a j I 6y6.4 11 69 696 -- 696 694 Z J W 694 -i - {. _a LANDSCAPE _--FlNISHED LL --+ --� 694, LL 692GR 692 ADE 692 LEGEND: a b W � ♦� V 690 � 3670 6 = 2 690 6 f m Z r� 690 ABBREVIATIONS 686'. V W ~ J � J FL Fl-OW41NE _ - - Y- 666 _ ;- - puNr I � 666 CL CENTERLINE 666• I % - w a � o o EG EXISTING GRADE W 686 OF �a TooPNc m m m ._- - 666 FG FINISHED GRADE 664 m m m mm FI of GB GRADE BREAK LANDSCAPE OR. 684 I .._-,� z �". '` .. _. z F > - -J ,--._ w{'•' W r __. - ! 684 LS LANDSCAPE (6°MIN.) 662 m g 1'- i � ELEV ELEVATION � � 662 EC END CURVE 660 3 n: n BC BEGIN CURVE 680 •� �4+jg Gild 1- o d 676 0{ m m TW IOP OF WALL 678 44 or' - 678 WI WALL SECTION 676 WALL SECTION SEE! SH 3, WALL CTION 1 I SEE CO VR SHEET ,I :. PROPOSED WALL 676 676 - FUTURE WALL 674 675 675 m m m m m m MATCH LINE 29+50 30+00 31+00 32+0032+25 CTIoN LEFlER P/L FOOTING EASEMENT I TO BE DEDICATED WITH FINAL MAP I -L SIDE II 8'-d WALL SECTION: I 14 'L' BAR AT 16' O.C. ((ENTERED IN WALL) I (20' MIN. LAP SPLICE). , I 20' I NEATLY GROUT GAMEY 1/ I WALL SECTION 5 WT TO BE APPLIED ALL CONTRACTOR g TSE TO CONSIST OF -' ED HEAD JOINTS TO ;DRAINAGE EA ;(4 BAR 0 9' D.C. -{4 BAR 0 d O.C. ■ 7 CHAIRS ALE BE ED TO CHAIRS SHALL BE USED T0 PLACE FOOTING REBAR WALL SECTION 6 672 - 670 111, A ------- 1 SEC710N LINE 670 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+0030+25 SHEET SECTION IS LOCATED , SCALE: 1" = 50' 50' 25' O' 50' 1010' Know whafs below. Call before you dig. l2 y- 62388 CITY RECORDS NO: FOOTING EASEMENT N g® P/L /// TO BE DEDICATED 1WTH I / FINAL MAP 1' GROUT CAP I -STREET SIDE-- I -LOT SDE U - g5 CONT. BOND BEAM I I FROM THE (48'MAX. SPACIN1f G I 10-0° WALL SECTION: V 'L' BAR AT 16' O.C. a J 6'x8'x16' CONCRETE BLOCK -!--/4 (CENTERED IN WALL) (20r MIN. LAP SPLICE) I m GROUT SOLD ALL CAVITIES 2.0' .e /5 CONT. BOND BEAM tI EATLY GiOUT CAVITY (ATMID HEIGHT) o 4d MAX. SPACING (TYP.) I 8'x8'xi6' CONCRETE BLOCK I I Z w , Q J 10'-O" WAIL SECTION 11 FINISHED GRADE k W U M 04 'L' BAR AT 8" O.C. 4- "RST 3 a o > < R TCOURSE TO CONSIST OF UNMORTARED HEAD JOINTS 70 ovwi� LANDSCAPE ALLOW FOR DRAINAGE < GRADE RIES 2% MIN. I 41 MAX. n 7.5' MIN' I__,_I - 6 EA. /4 BAR ®d D.C. AK BAR 08"O.0 CHAIRS ALE BE ED TO CHAIRS SHALL BE USED T0 PLACE FOOTING REBAR WALL SECTION 6 672 - 670 111, A ------- 1 SEC710N LINE 670 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+0030+25 SHEET SECTION IS LOCATED , SCALE: 1" = 50' 50' 25' O' 50' 1010' Know whafs below. Call before you dig. l2 y- 62388 CITY RECORDS NO: r 0 N N g® O Z U - V a J m � g � o O W Z w , Q J k W U M 3 a o > < w ovwi� N 0' Y R 2 a U �ls�o 1Q 5 QI z 0 N K a Z J W t _a LL Z LL 00 _ + a b W � ♦� V � W O W � 6 = 2 6 f m Z - Q O V W ~ J � J 1 w T � W