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Home My WebLink About1.4-7299 & 7300 Record DrawingGENERAL STRUCTURAL NOTES GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Soils Engineering, Inc. Report No. 13-14656, Dated 2-3-14. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type II. ASTM C-150. 3. Aggregate: ASTM C-33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For Footings and Well Grouting: 1. Class B" Concrete, 2500 PSI 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-215 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. BERRENDA MESA WATER STORAGE DISTRICT ---- ----- AVEYWE---------�-- - PROPOSED BLOCK WALL 4 fl ® 1 T 1 yl 19 1B 1J IB 1B 1• IS 14 - I \ 1 I J J /3'3 43 3 g z• o -T. .7. 4 a _4�i _ ��QT 8 J5 27 = I N JV 1e .."17300 0. i 1.] O W w 0 ° 1. BLOCK TYPE: MORTARED CONCRETE BLOCK r(5 SIZE WALL: 6"x 8"x 15', 8"x 8"x 16" & 10"x 8"x 16" ROGe¢. A. M.laTesh pgcE [/ COLOR: STANDARD GREY R.G.E. 53322 PATTERN: RUNNING BOND • 3 s CAP: RED BRICK WITH WHITE MORTAR S1 it s 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.~�� I .Ij 3 _C-18 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT DANLEL PARI u_w HIGHEST SIDE OF WALL. AE n' Q.C.E. R+Y aoB s 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING II J c 4 THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED _ 9-1 'NIT 3 BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. ,� 11 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY WILL ---�I DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. --- 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF T 5 lOi 12 INCHES BELOW BOTTOM OF FOOTING. 4-4 -II I a 16 1B a B. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER _ II PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 ® \ COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ' ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH -m A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. II T a 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER ---Jl IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION 63 JOINTS OF 60' IN WALLS WITHOUT PILASTERS. - \\/ Is 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB LEGEND: AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER ABBREVIATIONS 3 11 '., THAN 8 FOOT CHORDS. 1 HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE FL FLOWRIE IN P CE P ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN CL QOS194G E -I 'I 4�g3gl-I- IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK EG EXISTING GRADE s 1 WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES FG FINISHED GRADE _ 1 SHALL BE DONE WITH SAWCUTS. GB GRADE BREAK W 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. �\J 12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR IC ELEV ELEVATION � EC ENO CURVE LS LANDSCAPE LII �e COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT BC BEGIN CURVE �W WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR TC TOP OF CURB REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TW TOP OF WALL TION AHEAD OF THE CONSTRUCTION. WY WAIL SECTION L B 1 I 13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND WALL S CIIGNSED BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, PROP�\ ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD EXISTING WALL IS USED. CION UETIFR 14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO SECTION LINE \ COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR 1 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 SHEET SECTION 6 LOCATED 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. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND ARE TO BE PRIVATELY MAINTAINED. 19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION (811). 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE 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 VICINITY MAP 22. MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE NO SCALE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. �l TE AVENUE - Ta___ CITY ENGINEER. PROPOSED BLOCK WALL 1 c 10 I ® 4o u n 1e ,B 1• 13 lz n 1 s s • a a ] J o � r� '101 7- I9ARBON BEGT AVENUE-' -r L s I t J e J e 4 m® lB le CtI1 rji 1t\� 5_ 1 z I 31♦ e tt1i6 1 B 1 15 1¢ 1, 1]�r I'a J r19HURY AVENUE - SEPARATE INSTRUMENT 8' MIN. LANDSCAPE GRADE VARIES LANDSCAPE GRADE VARIES -"12 NOTES 14' R MA (8' MIN. TO le MAX) (8° MN. TO 14° MAX) 33322 14 -VERT- BAR AT 24° O.0 1. PRIOR TO THE START OF THE CITY CONSTRUCTION ANY PHASE OF CONSTRUCTIONi INSPECTION DEPARTMENT AND ,. 4 EA. 04 BAR O 8' O.C. �5 (27 MIN. LAP SPUCi) THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS SEALANT TO BE APPLIED 3°X3'113' CONCRETE BLOCK z, NOTICE. SOLID 3 5/8°x 2 1/4'x 7 5/8' CHAIRS SHALL BE USED TO 30' (SOLDER COURSE) CITY CONST. INSPECTION PARKS DEPARTMENT DEPARTMENT 326-3049 326-3117 RFVISIOn1S 1N??90%J- Z 7 GENERAL NOTES 1 - v' `J-` 2 1/4'x 1° x 7 5/8" ` 2 IN ACCORDANCE WITH THE Q2 ° 1. BLOCK TYPE: MORTARED CONCRETE BLOCK r(5 SIZE WALL: 6"x 8"x 15', 8"x 8"x 16" & 10"x 8"x 16" ROGe¢. A. M.laTesh pgcE [/ COLOR: STANDARD GREY R.G.E. 53322 PATTERN: RUNNING BOND • 3 s CAP: RED BRICK WITH WHITE MORTAR S1 it s 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.~�� I .Ij 3 _C-18 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT DANLEL PARI u_w HIGHEST SIDE OF WALL. AE n' Q.C.E. R+Y aoB s 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING II J c 4 THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED _ 9-1 'NIT 3 BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. ,� 11 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY WILL ---�I DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. --- 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF T 5 lOi 12 INCHES BELOW BOTTOM OF FOOTING. 4-4 -II I a 16 1B a B. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER _ II PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 ® \ COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. ' ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH -m A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. II T a 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER ---Jl IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION 63 JOINTS OF 60' IN WALLS WITHOUT PILASTERS. - \\/ Is 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB LEGEND: AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER ABBREVIATIONS 3 11 '., THAN 8 FOOT CHORDS. 1 HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE FL FLOWRIE IN P CE P ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN CL QOS194G E -I 'I 4�g3gl-I- IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK EG EXISTING GRADE s 1 WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES FG FINISHED GRADE _ 1 SHALL BE DONE WITH SAWCUTS. GB GRADE BREAK W 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. �\J 12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR IC ELEV ELEVATION � EC ENO CURVE LS LANDSCAPE LII �e COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT BC BEGIN CURVE �W WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR TC TOP OF CURB REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TW TOP OF WALL TION AHEAD OF THE CONSTRUCTION. WY WAIL SECTION L B 1 I 13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND WALL S CIIGNSED BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, PROP�\ ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD EXISTING WALL IS USED. CION UETIFR 14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO SECTION LINE \ COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR 1 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 SHEET SECTION 6 LOCATED 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. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND ARE TO BE PRIVATELY MAINTAINED. 19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION (811). 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE 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 VICINITY MAP 22. MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE NO SCALE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. �l TE AVENUE - Ta___ CITY ENGINEER. PROPOSED BLOCK WALL 1 c 10 I ® 4o u n 1e ,B 1• 13 lz n 1 s s • a a ] J o � r� '101 7- I9ARBON BEGT AVENUE-' -r L s I t J e J e 4 m® lB le CtI1 rji 1t\� 5_ 1 z I 31♦ e tt1i6 1 B 1 15 1¢ 1, 1]�r I'a J r19HURY AVENUE - SOLID 3 5/8'x 21/4"x 7 5/8' SUNSET RED BRICK HEADER 3 5/8°x 1 1/4°x 7 5/8' SUNSET RED BRICK VENEER (SOIIDER COURSE) 8'x8"x18' CONCRETE BLOCK - STUCCO STREET SIDE (BROWN COAT) -� (COLOR OMEGA II COAT) /5 CONT. BOND BEAM _ (AT MID HEIGHT) ",,__,STREET SIDE _f GROUT SOLID ALL CAVITIES- LANDSCAPE GRADE VARIES .- 18,,. (6" MIN. TO 8' MAX ) 2' FGOTNG EASEMENT TO BE DEDICATED WITH THE FINAL MAP OR BY SEPARATE INSTRUMENT 2"' AS INDICATED ON PLAN 15 CONT, BOND BEAM x(12' FROM THE TOP) 04 Y BAR AT ✓Y O.C. (CENTERED IN WALL) (27 MIN. SPLICE) o �+ a LOT SIDE.�� o� SEALANT TO BE APPUED z iBY WALL CONTRACTOR s a g FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE FINISHED GRADE 8 6° MIN. Y MAX 5 EA $4 BAR 0 9° O.C. j4 BAR 0 9" O.C. 77 3" 42 WALL SECTION 3 3 5/8"x 7 5/8'x 2 Ile SUNSET RED BRICK (ROWLOCK -DOUBLE ROW) 3 5/8% 7 5/8"x 1 1/4" SUNSET RED BRICK - (SOLDIER COURSE) 1°x 21/4x 7 5/8" SUNSET RED BRICK VENEER _ (RUNNING BOND) (2.67" C TO C. TYP.) #5 CONT. BOND BEAM (AT MID HEIGHT) 6°x8'xt6'_ CONCRETE BLOCK LANDSCAPE GRADE VARIES (6" MIN. TO 15" MAX.) r- STREET SIDE __f " 3"%3'X3° CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR r -PLANTER SIDE /4 'C BAR AT 48' O.C. (CENTERED IN WALL) / (27 MIN. LAP .SPLICE) / PLANTER GRADE "}'-�`xSEALANT TO BE APPUED BY WALL CONTRACTOR x EA T-4 BAR 0 9° O.C. /4 BAR 0 V 0.C. WALL SECTION 5 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA ` WALL CONSTRUCTION PLANS FOR z TRACT 7299 & 7300 OFF-SITE - MING AVENUE & HIGHGATE 2' RD (PRIVATELY MAINTA TO BE DEDICATED PATH THE FINAL MAP OR BY 2" SEPARATE INSTRUMENT 8' MIN. LANDSCAPE GRADE VARIES LANDSCAPE GRADE VARIES -"12 12" 14' R MA (8' MIN. TO le MAX) (8° MN. TO 14° MAX) 33322 14 -VERT- BAR AT 24° O.0 SEPARATE INSTRUMENT TOP OF FOOTING) ,. 4 EA. 04 BAR O 8' O.C. AS INDICATED ON (27 MIN. LAP SPUCi) 3 5/8°x 1 1/47x 7 5/8' BARO Br D.C. SEALANT TO BE APPLIED 3°X3'113' CONCRETE BLOCK - 3' BY WALL CONTRACTOR SOLID 3 5/8°x 2 1/4'x 7 5/8' CHAIRS SHALL BE USED TO 30' (SOLDER COURSE) CHAIRS SHALL BE U'. SUNSET RED BRICK HEADER SCALE: 1"=200' WALL SECTION 1 - v' `J-` 2 1/4'x 1° x 7 5/8" 3 5/Tx 1 1/4% 7 5/8° IN ACCORDANCE WITH THE Q2 DENOTES SHEET NUMBER FOR WALL M SUNSET RED BRICK VENEER (SOLDIER COURSE) (EXTEND TO 27 ABOVE t (CENTERED IN WALL) 2' FOOTING EASEMENT TOP OF FOOTING) /5 CONT. BOND BEAM (20" MIN. SPLICE) SOLID 3 5/ex 2 1/4% 7 5/8' R TO BE DEDICATED PATH (AT MID HEIGHT) (12° FROM THE TOP) a SUNSET RED BRICK HEADER /4'C BAR AT 16" O.C. THE FINAL MAP OR BY (EXTEND TO 27 ABOVE PRIVATELY SEALANT TO BE APPUED 2 SEPARATE INSTRUMENT NEATLY GROUT CAVITY 3 5/8°x 1 1/4°x 7 5/8° FIRST COURSE TO CONSIST OF AS INDICATED ON PLAN 2 1/4'x 1" x 7 5/8° SUNSET RED BRICK VENEER TALLOW FOR DRAINAGE SUNSET REO BRICK VENEER (SAILOR COURSE) ,�... C MIN. ALLOW FOR DRAINAGE 14° MAX. VARIES WITH MITE MORTAR 05 CONT BOND BEAM LANDSCAPE GRADE VARIES f- LOT SIDE 12"..,. 6' MIN. (RUNNING BOND) (12' FROM THE TOP) 8'-D' WALL SECTION: ✓Y MAX STREET SIDE �f N 6"x8"xt6" CONCRETE BLOCK /4 MBAR AT 24" O.C. (CENTERED IN WALL) m /5 CONT. BOND BEAM j14 BARO 9° O.G (20' MIN. LAP SPLICE) ;o (AT MID HBGHT) STU(BROWN COAT) Y-4° WALL SECTION: j4 °L° BAR AT V O.G 'ol (COLOR OMEGA II COAD (CENTERED IN WALL) z W x '° 6'x8°x16° CONCRETE BLOCK CONT. EIGHT BEAM (20" MIN. LAP SPLICE) s P W (AT MID HEIGHT) (A (ROUT SOLID ALL (ANTES SEALANT TO BE APPLIED o •i GROUT SOLID ALL CAVITIES BY WALL CONTRACTOR m /` �- STREETSIDE � FIRST COURSE W CONSIST OF UNMORTARED HEAD JOINTS TO 2, 3, OR 4 E0. ex8'xl6' CONCRETE BLOCK 2% MDL ��OW FORDRAINA GE LANDSCAPE :1 MAX 4 LANDSCAPE GRADE FINISHED GRADE GRADE SOLID 3 5/8'x 21/4"x 7 5/8' SUNSET RED BRICK HEADER 3 5/8°x 1 1/4°x 7 5/8' SUNSET RED BRICK VENEER (SOIIDER COURSE) 8'x8"x18' CONCRETE BLOCK - STUCCO STREET SIDE (BROWN COAT) -� (COLOR OMEGA II COAT) /5 CONT. BOND BEAM _ (AT MID HEIGHT) ",,__,STREET SIDE _f GROUT SOLID ALL CAVITIES- LANDSCAPE GRADE VARIES .- 18,,. (6" MIN. TO 8' MAX ) 2' FGOTNG EASEMENT TO BE DEDICATED WITH THE FINAL MAP OR BY SEPARATE INSTRUMENT 2"' AS INDICATED ON PLAN 15 CONT, BOND BEAM x(12' FROM THE TOP) 04 Y BAR AT ✓Y O.C. (CENTERED IN WALL) (27 MIN. SPLICE) o �+ a LOT SIDE.�� o� SEALANT TO BE APPUED z iBY WALL CONTRACTOR s a g FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE FINISHED GRADE 8 6° MIN. Y MAX 5 EA $4 BAR 0 9° O.C. j4 BAR 0 9" O.C. 77 3" 42 WALL SECTION 3 3 5/8"x 7 5/8'x 2 Ile SUNSET RED BRICK (ROWLOCK -DOUBLE ROW) 3 5/8% 7 5/8"x 1 1/4" SUNSET RED BRICK - (SOLDIER COURSE) 1°x 21/4x 7 5/8" SUNSET RED BRICK VENEER _ (RUNNING BOND) (2.67" C TO C. TYP.) #5 CONT. BOND BEAM (AT MID HEIGHT) 6°x8'xt6'_ CONCRETE BLOCK LANDSCAPE GRADE VARIES (6" MIN. TO 15" MAX.) r- STREET SIDE __f " 3"%3'X3° CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR r -PLANTER SIDE /4 'C BAR AT 48' O.C. (CENTERED IN WALL) / (27 MIN. LAP .SPLICE) / PLANTER GRADE "}'-�`xSEALANT TO BE APPUED BY WALL CONTRACTOR x EA T-4 BAR 0 9° O.C. /4 BAR 0 V 0.C. WALL SECTION 5 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA ` WALL CONSTRUCTION PLANS FOR z TRACT 7299 & 7300 OFF-SITE - MING AVENUE & HIGHGATE 2' RD (PRIVATELY MAINTA TO BE DEDICATED PATH THE FINAL MAP OR BY 2" SEPARATE INSTRUMENT 8' MIN. LANDSCAPE GRADE VARIES LANDSCAPE GRADE VARIES -"12 12" 14' R MA (8' MIN. TO le MAX) (8° MN. TO 14° MAX) 33322 14 -VERT- BAR AT 24° O.0 SEPARATE INSTRUMENT TOP OF FOOTING) ,. 4 EA. 04 BAR O 8' O.C. AS INDICATED ON (27 MIN. LAP SPUCi) 3 5/8°x 1 1/47x 7 5/8' BARO Br D.C. SEALANT TO BE APPLIED 3°X3'113' CONCRETE BLOCK - 3' BY WALL CONTRACTOR 3'X3'%3' CONCRETE CHAIRS SHALL BE USED TO 30' (SOLDER COURSE) CHAIRS SHALL BE U'. PLACE FOOTING REDAR PLACE RIOTING WALL SECTION 1 - SOLID 3 5/8'x 21/4"x 7 5/8' SUNSET RED BRICK HEADER 3 5/8°x 1 1/4°x 7 5/8' SUNSET RED BRICK VENEER (SOIIDER COURSE) 8'x8"x18' CONCRETE BLOCK - STUCCO STREET SIDE (BROWN COAT) -� (COLOR OMEGA II COAT) /5 CONT. BOND BEAM _ (AT MID HEIGHT) ",,__,STREET SIDE _f GROUT SOLID ALL CAVITIES- LANDSCAPE GRADE VARIES .- 18,,. (6" MIN. TO 8' MAX ) 2' FGOTNG EASEMENT TO BE DEDICATED WITH THE FINAL MAP OR BY SEPARATE INSTRUMENT 2"' AS INDICATED ON PLAN 15 CONT, BOND BEAM x(12' FROM THE TOP) 04 Y BAR AT ✓Y O.C. (CENTERED IN WALL) (27 MIN. SPLICE) o �+ a LOT SIDE.�� o� SEALANT TO BE APPUED z iBY WALL CONTRACTOR s a g FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE FINISHED GRADE 8 6° MIN. Y MAX 5 EA $4 BAR 0 9° O.C. j4 BAR 0 9" O.C. 77 3" 42 WALL SECTION 3 3 5/8"x 7 5/8'x 2 Ile SUNSET RED BRICK (ROWLOCK -DOUBLE ROW) 3 5/8% 7 5/8"x 1 1/4" SUNSET RED BRICK - (SOLDIER COURSE) 1°x 21/4x 7 5/8" SUNSET RED BRICK VENEER _ (RUNNING BOND) (2.67" C TO C. TYP.) #5 CONT. BOND BEAM (AT MID HEIGHT) 6°x8'xt6'_ CONCRETE BLOCK LANDSCAPE GRADE VARIES (6" MIN. TO 15" MAX.) r- STREET SIDE __f " 3"%3'X3° CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR r -PLANTER SIDE /4 'C BAR AT 48' O.C. (CENTERED IN WALL) / (27 MIN. LAP .SPLICE) / PLANTER GRADE "}'-�`xSEALANT TO BE APPUED BY WALL CONTRACTOR x EA T-4 BAR 0 9° O.C. /4 BAR 0 V 0.C. WALL SECTION 5 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA ` WALL CONSTRUCTION PLANS FOR z TRACT 7299 & 7300 OFF-SITE - MING AVENUE & HIGHGATE 2' RD (PRIVATELY MAINTA TO BE DEDICATED PATH THE FINAL MAP OR BY 2" SEPARATE INSTRUMENT (le FROM THE TOP) AS INDICATED ON PLAN LOT SIDE TITLE THE FINAL MAP 9'-4" & 10-0" WALL SUNSET SED BRIO( WADED 33322 14 -VERT- BAR AT 24° O.0 SEPARATE INSTRUMENT TOP OF FOOTING) (CENTERED IN WALL) -GROUT SOLID ALL CAVITIES AS INDICATED ON (27 MIN. LAP SPUCi) 3 5/8°x 1 1/47x 7 5/8' UNMORTARED HEAD JOINTS TO SEALANT TO BE APPLIED ALLOW FOR DRAINAGE BY WALL CONTRACTOR ....: ...„>, a 6° MIN. & 11'-4' WALL• (SOLDER COURSE) p5 CONT. BOND SEAM /4 'VERT- BAR AT 16' O.C. (CENTERED IN WALL) a a (27 MIN. LAP SPUD c, v' `J-` 2 1/4'x 1° x 7 5/8" 10'-0° IN ACCORDANCE WITH THE SUNSET RED BRICK VENEER WITH WHITE MORTAR 114 1' BAR AT 24° O.C. Mo M (EXTEND TO 27 ABOVE t (CENTERED IN WALL) to TOP OF FOOTING) #5 CONT. BOND BEAM (20" MIN. SPLICE) CITY OF BAKERSFIELD i (AT MID HEIGHT) 10'-8' 4, 4,71,_e WALL a IMPROVEMENTS /4'C BAR AT 16" O.C. m (EXTEND TO 27 ABOVE PRIVATELY SEALANT TO BE APPUED TOP OF FOOTING) 1S7`J3N NEATLY GROUT CAVITY FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO FIRST COURSE TO CONSIST OF TALLOW FOR DRAINAGE FINISHED GRADE ,�... C MIN. ALLOW FOR DRAINAGE 14° MAX. VARIES FINISHED GRADE 5 EA. /4 BAR 0 V O.C. LANDSCAPE GRADE VARIES /4 BAR 0 9' D.C. 42" ld WALL SECTION 2 3'X3 -X3- CONCRETE BLOCK 1 3" CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 33" WALL SECTION 4 3 5/8% 2 1/4°x 7 5/8° SOLID SUNSET RED BRIG( CAP WITH WHITE. MORTAR (ROWLOCK -DOUBLE ROA) 3 5/8'x 1 11ex 7 5/8' SUNSET RED BRICK VENEER (SOLDIER COURSE) PLANTER SIDE 6"x ex 16" CONCRETE BLOCK- 16' SQUARE TRAVERTINE (SEE DETAIL b° ON SHEET 7)�- LANDSCAPE__r SIDE /5 CONT BOND BEAM 2' FOOTING EASEMENT (le FROM THE TOP) TO BE DEDICATED WITH R SOLID 3 5/8% 2 1/4% 7 5/8' TITLE THE FINAL MAP OR BY SUNSET SED BRIO( WADED 33322 Y' SEPARATE INSTRUMENT TOP OF FOOTING) z -GROUT SOLID ALL CAVITIES AS INDICATED ON PLAN 3 5/8°x 1 1/47x 7 5/8' UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE SUNSET RED BRICK VENEER ....: ...„>, a 6° MIN. (SOLDER COURSE) p5 CONT. BOND SEAM (12" FROM THE TOP) 6'x8°x16° CONCRETE BLOCK 2 1/4'x 1° x 7 5/8" s IN ACCORDANCE WITH THE SUNSET RED BRICK VENEER WITH WHITE MORTAR M °L° BAR AT 24" O.C. M (RUNNING BOND) t (CENTERED IN WALL) to WALL IMPROVEMENT PLANS #5 CONT. BOND BEAM (20" MIN. SPLICE) CITY OF BAKERSFIELD (AT MID HEIGHT) r..LOT SIDE �f g IMPROVEMENTS SHOWN HEREIN ARE "PRIVATE" AND ARE TO BE PRIVATELY SEALANT TO BE APPUED 1S7`J3N BY WALL CONTRACTOR STREET SIDE �- �f FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO GROUT SOLID ALL CAVITIES ALLOW FOR DRAINAGE VARIES FINISHED GRADE LANDSCAPE GRADE VARIES 12"..,. 6' MIN. (6° MIN. TO 8" MAX) ✓Y MAX N n� 4 EA. /4 BAR O V O.C. j14 BARO 9° O.G 3'X3 -X3- CONCRETE BLOCK 1 3" CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 33" WALL SECTION 4 3 5/8% 2 1/4°x 7 5/8° SOLID SUNSET RED BRIG( CAP WITH WHITE. MORTAR (ROWLOCK -DOUBLE ROA) 3 5/8'x 1 11ex 7 5/8' SUNSET RED BRICK VENEER (SOLDIER COURSE) PLANTER SIDE 6"x ex 16" CONCRETE BLOCK- 16' SQUARE TRAVERTINE (SEE DETAIL b° ON SHEET 7)�- LANDSCAPE__r SIDE /5 CONT BOND BEAM LVA \- (le FROM THE TOP) a TO BE APPLIED TITLE _SEALANT BY WALL CONTRACTOR APPROVED BY: ROGER A. /4 °L° BAR AT 24" O.C. 33322 -(EXTEND TO 27 MIN. ABOVE ENTRY MONUMENT DETAILS TOP OF FOOTING) z -GROUT SOLID ALL CAVITIES IN FIRST COURSE TO CONSIST OF \ UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE VARIES LS GRADE ....: ...„>, a 6° MIN. le MAX" 3 EA. /4 BAR 0 9" O.C. '¢- /4 BAR 0 Sr O.C. _ 3" 3"%3'X3' CONCRETE BLOCK 27" CHAIRS SHALL BE USED To PLACE FOOTING REBAR WALL SECTION 6 ENGINEER'S STATEMENT PARK BLVD, C INED) 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 AW DESIGN CRITERIA SHALL BE V" LVA \- BLOCK WALL 5-2'5-17 SHEET TITLE 1. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE ENTRY MONUMENT DETAILS 4. MING AVENUE EXP. 6-30-18 IN Py_ \ RF IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE.c 6 x' WALL IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL WALL IMPROVEMENTS SHOWN HEREIN ARE "PRIVATE" AND ARE TO BE PRIVATELY MAINTAINED. 1S7`J3N (,- APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. `66110699 EXP. 12-31-18 REVIEWED BY. ASSISTANT PUBLIC WORKS DIRECTOR G;, DATE L/(31/7 REVIEWED BY. TRAFFIC ENGINEER DATE BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST oQPOFESSlp4, LINE OF SECTION 10, T. 30 S., R. 26 E, AS SHOWN ON RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN THE OFFICE OF KERN COUNTY RECORDER WAS USED No 5516 s+ AS THE BASIS OF BEARINGS SHOWN HEREON. 2 � ,- BENCHMARK USED:f LIV ' �TFDFDAUT F TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN ROAD, ALSO BEING THE NORTHWEST CORNER OF SECTION 07 -17-t? 12, T.30.S, R.26E., ELEVATION = 367.96 (NAVD 88 DATUM) OWNER & SUBDIVIDER: VIS D o CASTLE & COOKE CALIFORNIA, INC. 10000 STOCKDALE HIGHWAY BAKERSFIELD, CA 93311 CONTACT: SCOTT THAYER PH.: 661-664-6500 ROr.>•.4 A. rA..lacosw nate LIST OF MATERIALS ) � BLOCK WALL I LF 5613 DAAIAtCL L�t� VP.'oa`La, , R.ae. b'ioa8 SHEET TITLE 1. COVER SHEET 2. ENTRY GATE & PILASTER DETAILS 3. ENTRY MONUMENT DETAILS 4. MING AVENUE IN Py_ HIGHGATE PARK BOULEVARD 7.R2. HIGHGATE PA13K BOULEV I �� ATE- PNR� 9A.2. WALL SECTSON\ OeT 7Li,_5 Know what's below. Call before you dig. t.lI STATIONING TABLE — COLUMNS REF. N0. DESCRIPTION FINISHED C.L. STATION �1 E COLUMN STA. 39+16.89, 54.00LT. Q q COLUMN STA. 39+16.89, 40.66LT. Q t COLUMN STA. 36+16.89, 6.33LT. Q t COLUMN STA. 39+16.a9, C33RT. Q E COLUMN STA. 39+16.89, 38.66R1 © COLUMN STA. 36+16.89, 51.99RL GATE NOTES: ALL VEHICULAR GATES LOCATED AT THE INTERSEC77ON OF MING AVENUE AND HIGHGATE PARK BOULEVARD SHALL BE PERMANENTLY FIXED OPEN TO ALLOW FOR CON77N000S PUBLIC ACCESS. ALL VEHICULAR GATE APPENDATURES, INCLUDING BEARING PADS & GATE ANCHORING MECHANISM, TO BE LOCATED A MINIMUM OF 18" AWAY FROM THE FACE OF CURB. STACKING REQUIREMENTS NEED NOT BE CONSIDERED SINCE THE GATES WILL BE CON 77N000SLY OPEN. SOMERN CALIFORNIA GAS NOTES: ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARA77ON AND 18 IN. OF VER77CAL SEPARA77ON FROM 774E EXIS77NG 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDIRONALLY, NO LESS THAN 3, OR MORE 7HAN 7, OF COVER IS TO BE OVER THE EXIS77NG TRANSMISSION LINE. AT NO 77ME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STA77ONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONS7RUCT70N IS TO TAKE PLACE WTHIN 10' OF THE EXIS77NG 7RANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE 774E PROPOSED WORK TO ALLOW AMPLE 77ME TO SCHEDULE STANDBY. 774E CONTRACTOR MUST ALSO GET A NEW USA 77CKET AT LEAST TWO (Z) DAYS PRIOR TO ANY CONSTRUCTION. ** ALL GATES TO REMAIN PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS PEER P205 I 106' (SEE DETAIL A" THIS 1 13'-4" 34 _4• 10'_ 1 1 34._4" I 1 z z 13'-4" $ I ENTRY ARCH NO GA FACE OF CURB ro FLOWLINE a. FACE OL CURB TO ELOQUENT E�7R CH 2 V-6•« ca 3 I 4 S-6- 6" 3'-6" (AO ) 5 6 31' 10' 7'-4" 31' 110 S-4. 3'-4" 3'-4" 3'-4" 13•_4• 3'-4" MN OOLUM PERMANENTLEY FIXED OPEN COLUMN OLUMN C M UMN VEHICULAR GATE PERMANENTLEY FIXED OPEN I I 1 VEHICULAR GATE FUTURE I PROPOSED MEDIAN DEVELOPMENT I RAW PROPOSED FLOWUNE I i TRACT 7299 r I I PROPOSED FLOWUNE R/W i 10' NDE EXISTING 24" SO. GAL GAS TRANSMISSION UNE � DEWALKG = I (SEE SQ CAL GAS NOTE) 5 MADE oy I MEANDERING I PUBLIC ENTRY GATE HIGHGATE PARK BOULEVARD ENTRANCE ENCROACHMENT PERMIT NO. 17-30000007 SCALE: 1" = 10' HORIZONTAL 13' - 4" Ax 34'-4" 10'-8" 34'-4" 13'-4" A.• COLUMN CTR. - COLUMN CTR. kPRECAST CTR. - COLUMN CTR. COLUMN CTR. - COLUMN CTR. PRECAST PINEAPPLE FINIAL PINEAPPLE FINAL PRECAST PINEAPPLE FINIAL ECAST COLUMN CAP f SEE DETAIL B, C & F PRECAST GOLUMN CAP SEE DETAILS, C & FARCHITECTURAL BAND THIS SHEET / THIS SHEET PRECAST COLUMN CAP a / •! / /ARCHIIECTUR L BAND _.. _... •H ,. ,. .. ,. .. .. _.., , ARCHIIECTIIRAL BANDI a a .. ,...,.., SEE SHEET 3 & 4 FOR WALL DETAILS AND PROFILE 4" x 3/8" STEEL PULE PRECAST COLUMN BASE j I 10'-0" MUM TO 6" x 6" HSS (TYPICAL ALL COLUMNS) 3 5/8" X 2 1/4" X 7 5/8" SUNSET RED BOCK VENEER WITH ANCHOR RES TO CONCRETE BACKS _ COLUMN AND WHITE MORTAR (RUNNING BOND) (SEE DETAIL F) I% 6"x 1/$ SQUARE HSS k PEER P205 BEARING (3-31ex 3-3/4") ye. BOLTED TO CONCRETE APRON WITH MIN. 4 EA 5/16" WEDGE ANCHOR BOLTS «• ALL GATES TO REMAIN PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS PEER P205 CONNECTED TO 4" x 3/a" STEEL PLATE WELDED TO 6" x 6" HSS COLUMN (SEE DETAIL F) DIA SMOOTH ROD WITH 1.0' EMBEDMENT TO BE TACK HED TO TWO (2 EA) 1/4 PLATES HED TO GATE FRAME 3" MIN. PEER P205 BEARING (3-3/4"x 3-3/4") 8 x8"x15" CONCRETE \\\` BOLTED TO CONCRETE APRON WIN EMBED FOR GATE ANCHORING 4 EA 5/16" WEDGE ANCHOR BOLTS C_'N VEHICULAR GATE FIXED OPEN 2 SCALE: N.T.S. h MAX. «1.50• «1.50, 10'-8" • CER. COLUMN CTR. - COLUMN CTR. CLR. ALL VEHICULAR GATE 3 5/e"x 2 1/4"x 7 5 8 APPENDATURES, INCLUDING BEARING PRECAST COLUMN BAS) PADS & GATE ANCHORING MECHANISM, SUNSET RED BRICK NTH• ,TYPICAL ALL COLUMNS) TO BE LOCATED A MINIMUM OF 18" WHITE MORTAR (RUNNING BOND) AWAY FROM THE FACE OF CURB. A PUBLIC ENTRY GATE MING 2 SCALE.' N.T.S. 32't 3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET RED ' BRICK HEADER CAP WITH WHITE MORTAR 3 5/8"x 1 1/4"x 7 5/8" SUNSET RED BRICK SHEET 3 & 4 WALL DETAILS AND �A I 10'-0" I l PRECAST COLUMN BASE •1.5 0' (TYPICAL ALL COLUMNS) CLR. CUR' «« ALL GATES TO REMAIN PERMANENTLY PRECAST COLUMN BASE NOTE: FIXED OPEN TO ALLOW FOR CONTINUOUS (TYPICAL ALL COLUMNS) REFER TO ADJACENT ELEVATION, THIS DETAIL FOR ALL DIMENSIONS PUBLIC ACCESS PRECAST PILASTER CAP --- P 3 5/8"X 2 1/4"X 7 H SUNSET RED BRICK 2 (SAILOR COURSE) WITH WHITE MORTAR 10"X 8"X 8" BLOCK BRI "(RUNiNINGxBON15)BWITHSUNSET WHITE MORTAR VENEER ON STREET SIDE (SAILOR COURSE) ON LOT SIDE O PILASTER I I � STREET SIDE ---------� I STUCCO: BROWN COAT -- �i LOT SIDE-� COLOR BASE II OMEGA COAT - I I 6"X 8"X 16" CONCRETE BLOCK STUCCO 6'x 8"x CONCRETE BLOCK LINEPROPERTYS I gON STREET SDE " (AS REQUIRED, PER PLAN) WITH STUCCCC O ON STREET SIDE W N (- STUCCO: BROWN COAT COLOR COAT OMEGA II BASE 2'_0. E SECTION TYPICAL WALL ELEVATION — ALL STREETS 2 SCALE. N.T.S. NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED 10"x 8"x BRICK (RUNNING BOND) WITH WHITE MORTAR GOING BLOCK y_o' 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED / 5 BRICK HEADER WITH WHITE MORTAR 44 "L" BAR 0 EA. CORNER 1/2" EXPANSION JOINT-/ 10"x 8"x 16" GONG BLOCK W/ 14 BAR EACH CELL 717/2- EXPANSION JOINT 6"x 8"x 16" MORTARED CONCRETE BLOCK WITH MATCHING STUCCO ON STREET SIDE 3 5/8"x 2 1/4"x 7 5/8" (UPPER COURSES) SUNSET RED BRICK VENEER SECTION ANCHOR TIES TO CONC. D (RUNNING BOUND) 2 SCALE: N.T.S. 3 5/8"x 1 1/4" x 7 5/8" RED BRICK VENEER (SAILOR COURSE) WITH WHITE MORTAR COLUMN CAP M®Mofl •(-� I I `PRECAST ARCHITECTURAL BAND STEEL PULE FOR GALE SUPPORT MOUNTING 1 EA 14 "L" BAR EACH -/4 "L" BAR PER WALL DETAILS KORNER OF PILASTER 10"X 8"X 16" BLOCK W/ 14 "L" BAR 0 $4 BAR 0 9" O.C. (4 TOTAL) LOT SDE EACH CORNER OF PILASTER 0 6" WALL SECTION �i -� SEE —WALL SECTIONS O F_, , 6"X 8"X 16" BLOCK ^n PER WALL SECTION o v v 14 BAR CONTINUOUS 111 uu H A I L uu u PER WALL SECTIONS IJ p a _LL_____J —LL--- - 1 EA 14 "L" BAR EACH 1/2" EXPANSION JOINT NTIi CORNER OF PILASTER RED BRICK O PILASTERS CLOSED DID BLOCK AT EXPANSION (TTP. ALL; STREET SIDE) JOINT, TERMINATE BOND BEAM STEEL (TYPICAL) STREET SIDE 10'x 8"x 18" CONC. BLOCK W/ 14 BAR EACH CEll PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1 N.T.S 7C•]IiI•�-T.•Pla PILASTER NOTES: • EACH PILASTER TO HAVE 1 EA. 14 "L" BAR AT EACH CORNER PER THE DETAIL SHOWN HEREIN. • EACH "L' BAR TO HAVE MIN. 6" HOOK LENGTH AND ARE TO BE SET A MIN. OF 3" ABOVE THE , BOTTOM OF FOOTING. • ALL CONCRETE BLOCKS AT PILASTERS TO BE SOLID GROUTED. • EXPANSION JOINTS AT PILASTERS TO BE HIDDEN BEHIND BRICK VEENER ON STREET SIDE AND 10" BLOCK ON LOT SIDE Know what's below. Call before you dig. 1, ire q � i 3 0 0 mW1 4x9.7 4.11 KE"* TT T771 FINISHED _ / n N T44 GRADE Zs c a V + 0 0 n I I SUNSET RED BRICK 14 TIES 0 IV D.C. Q J W U � � WITH WHITE MORTAR L1 I. 1■�IINIHI o w BOND) ow3 N W v 4 EA 18" No. 4 REBAR v •1 GO � =' I n l � WELDED TO 6" SQ HSS r � 1 liiii�iii►'iil � b J d U 14 BOND BEAMS 0 If D.C. ©Io 1l�1�lSI o� 6x6 . xl/4* SQUARE _ t= . x BARS 16 VERT. BARS 3 EACH FACE 7 � -- . �- EQUALLY SPACEDa ....a ROTe PRECAST COLUMN BASE 8 TOTAL TOTAL NOT SHOWN FOR CLARITY ll - I�■In�sl�►`.-. 1�■IIIIINI COLt/MN DETAIL WITH 1 EA 14 "L" BAR EACH -/4 "L" BAR PER WALL DETAILS KORNER OF PILASTER 10"X 8"X 16" BLOCK W/ 14 "L" BAR 0 $4 BAR 0 9" O.C. (4 TOTAL) LOT SDE EACH CORNER OF PILASTER 0 6" WALL SECTION �i -� SEE —WALL SECTIONS O F_, , 6"X 8"X 16" BLOCK ^n PER WALL SECTION o v v 14 BAR CONTINUOUS 111 uu H A I L uu u PER WALL SECTIONS IJ p a _LL_____J —LL--- - 1 EA 14 "L" BAR EACH 1/2" EXPANSION JOINT NTIi CORNER OF PILASTER RED BRICK O PILASTERS CLOSED DID BLOCK AT EXPANSION (TTP. ALL; STREET SIDE) JOINT, TERMINATE BOND BEAM STEEL (TYPICAL) STREET SIDE 10'x 8"x 18" CONC. BLOCK W/ 14 BAR EACH CEll PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1 N.T.S 7C•]IiI•�-T.•Pla PILASTER NOTES: • EACH PILASTER TO HAVE 1 EA. 14 "L" BAR AT EACH CORNER PER THE DETAIL SHOWN HEREIN. • EACH "L' BAR TO HAVE MIN. 6" HOOK LENGTH AND ARE TO BE SET A MIN. OF 3" ABOVE THE , BOTTOM OF FOOTING. • ALL CONCRETE BLOCKS AT PILASTERS TO BE SOLID GROUTED. • EXPANSION JOINTS AT PILASTERS TO BE HIDDEN BEHIND BRICK VEENER ON STREET SIDE AND 10" BLOCK ON LOT SIDE Know what's below. Call before you dig. 1, ire q � i 3 0 0 mW1 4x9.7 4.11 KE"* TT T771 FINISHED _ / n N T44 GRADE Zs c a V + 0 0 n I I I 14 TIES 0 IV D.C. Q J W U � � L1 I. 11° o w ow3 N W v 4 EA 18" No. 4 REBAR v •1 GO � =' I n l � WELDED TO 6" SQ HSS r � 1 � b J d U as ©Io o� 4° m t= 14 RES 0 12" O.C. 16 VERT. BARS 3 EACH FACE 7 � -- . �- EQUALLY SPACEDa rn ROTe PRECAST COLUMN BASE 8 TOTAL NOT SHOWN FOR CLARITY ll a v F COLt/MN DETAIL WITH ANCHOR 2 N. T.S. V ~� 6"x6"x1/4" SQUARE Z J HSS 14 BOND BEAM/RES O /2" O.C. 4 y S _ W ex8"x%" CMU BLOCKS (SOLID GROUT, RUNNING BOND) N n 3/8" STEEL PLATE "SJR ). WELDED TO LUBE �j W (GATE LOCATION ONLY) GCS C..> 8 EA 16 VERT. BARS c 14 TIES 0 12' O.C© 3 3 5/8'x 2 1/4"x7 5/8" SUNSET RED BRICK 16 VERT. BARS EQUALLY SPACED � Willi WFITE MORTAR 3 EA. FACE OF COLUMN (8 TOTAL) SECTION A -A (RUNNING BOND) 1 EA 14 "L" BAR EACH -/4 "L" BAR PER WALL DETAILS KORNER OF PILASTER 10"X 8"X 16" BLOCK W/ 14 "L" BAR 0 $4 BAR 0 9" O.C. (4 TOTAL) LOT SDE EACH CORNER OF PILASTER 0 6" WALL SECTION �i -� SEE —WALL SECTIONS O F_, , 6"X 8"X 16" BLOCK ^n PER WALL SECTION o v v 14 BAR CONTINUOUS 111 uu H A I L uu u PER WALL SECTIONS IJ p a _LL_____J —LL--- - 1 EA 14 "L" BAR EACH 1/2" EXPANSION JOINT NTIi CORNER OF PILASTER RED BRICK O PILASTERS CLOSED DID BLOCK AT EXPANSION (TTP. ALL; STREET SIDE) JOINT, TERMINATE BOND BEAM STEEL (TYPICAL) STREET SIDE 10'x 8"x 18" CONC. BLOCK W/ 14 BAR EACH CEll PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1 N.T.S 7C•]IiI•�-T.•Pla PILASTER NOTES: • EACH PILASTER TO HAVE 1 EA. 14 "L" BAR AT EACH CORNER PER THE DETAIL SHOWN HEREIN. • EACH "L' BAR TO HAVE MIN. 6" HOOK LENGTH AND ARE TO BE SET A MIN. OF 3" ABOVE THE , BOTTOM OF FOOTING. • ALL CONCRETE BLOCKS AT PILASTERS TO BE SOLID GROUTED. • EXPANSION JOINTS AT PILASTERS TO BE HIDDEN BEHIND BRICK VEENER ON STREET SIDE AND 10" BLOCK ON LOT SIDE Know what's below. Call before you dig. 1, ire q � i 3 0 0 mW1 4x9.7 4.11 KE"* _ / n N Zs a V 0 0 n n 2 o a Q J W U � � x 0 O 4 ow3 N W v m GO a r � b J d U e ur z 0 rn ll a v V ~� Z J (L W 4 y S _ W a0 N n 0$01- "SJR Q Z �j W CJ]cn GCS C..> c 3 UJ N 0) � e �d 21/4• x 1 x ] 5/1 PIECRST COLUMN RASE SUNSET RED BRICK Yl " ANCHOR TIES TO CORK" BLOCKS AND III MORTAR RUNNING BOND) r7m CMU COLUMN WTH PRECAST COLUMN CAP (SEE DETAIL 'F' ON SHT. 2) B• CONC. BLOCK (UPPER CmAtsm ,OB' (SEE ENTRY GATE ENTRY GATE" I (SEE SHEET 2) J/ FUTURE �DEVELOPEMENT L111 0111 111 0 111 III VIII III U III 1•xET RED VENEER 1-1 1 5/B' SOW 3 11 21/41 ] 5/8' I SOW 3 5/8•x 21/41 7 5/e' TMSE� MORTAR -SUNSET RED BRICK WADER ym 11 SUNSET RED BRICK HEADER (SAILOIR COURSE) Ill WHITE MORTAR WIN III MORTAR ' W'#"-'Tri-� � �y- -• �� —� 1 �_- N r� ~�_ r [ 4ri- �� 'a_ r'i i 'Y�• _r �.�—� 4 - _ ELEVATIONS OF CORNER WALLS 2 ANCHOR x,• SUNSET D TEBaas VDEDR W CONCRETE 6 AM/NG AVENUE & HIGHGATE PARK BLVD. 17EE MMa� AR 3 N.T.S. OM I I 8 COAG BLOOI( (CHER COURSES) 11 I 1• x 2 1/C x 7 5/P RED ERI VOWER MOTH ANCHOR TIES R1 CONe BLOCK WNL WISH WVTE GROUT (SARIN W AM I I b I I 30'-0• L 35/8• x 211X] 5/e• SOLD RFD D/BuDc(� nGmAP W1H WHITE GROUT BIFADER) I 6• CONC. BLOC% (UPPER COURSES) I SOLD GROUT 8• COMIC. CLOCK /{ 7• BAR 0 U one(LOVER COURSES) 3 5/B• x 21/4% ] 5/Ni SUNSET RED III MYTH MM MORTAR ON 3 5/8' X 2 1/4•X ] 5/8• SUNSET RED IRR WHITE WiH WHITE YgtTAR DKK LOCK-WL9E ROW) I S-4• x 3-4• CMU COIIRR! WTH I PRECAST LDLURN CAP 3GROUT Ilex 751 T RED BRICK KW1H ANCHOR Wr ID (xuWXMO BOW) e• wNc. IAOCX (SE WALL SEC71ON 5) 3 5/8• x ] 5/e" x 2 1µ• RED III WITH WRTE MORTAR 3 5/Bk 2 1/4 7 5/8' I DK LOCM-DOUBIE ROW) SUNSET RED W3« MIN J ANCHOR IRs TO GROUT NOTE: (CONNING III ALL DIMENSIONS RELATE TO THE 1B1 TYPICAI ENTRY MONUMFNT.S AT MING AVE. & HIGHGATE PARK BLVD OUTSIDE FACE OF BRICK 3 5/Wx 2 1/4 7 5/8' SUNSET RED BMC( ROFLOCK (DOUNE ROW) 3G 3 5/8•X 1 1/47(7 5/8• if GOLD STARNLE55 SUED. SUNSET RED BWL% LETTERS Mi DEVDDPDEIR NAPE (SIM COURT l TOMPRECAST COLUMN CAP DESCRIPTION WEST ENTRY EAST ENTRY TC ELEV. 358.0l - 359.41' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111 111 Ili .,II Ili 359.56'- 359.99' 359.96' 359.501359.96' -TOP FTG (A) 359.00' 358.90' -TOP FTG (B) 359.00' ii I LS ELEV (B) __, _ __�.- II 359.09'- 360.60' ANY�T RED/BWCI(MIM M M � ~� 0 a a N o z m v o a WHITE MORTAR (SOLDIER COIMS) I Q J � e 21/4• x 1 x ] 5/1 PIECRST COLUMN RASE SUNSET RED BRICK Yl " ANCHOR TIES TO CORK" BLOCKS AND III MORTAR RUNNING BOND) r7m CMU COLUMN WTH PRECAST COLUMN CAP (SEE DETAIL 'F' ON SHT. 2) B• CONC. BLOCK (UPPER CmAtsm ,OB' (SEE ENTRY GATE ENTRY GATE" I (SEE SHEET 2) J/ FUTURE �DEVELOPEMENT L111 0111 111 0 111 III VIII III U III 1•xET RED VENEER 1-1 1 5/B' SOW 3 11 21/41 ] 5/8' I SOW 3 5/8•x 21/41 7 5/e' TMSE� MORTAR -SUNSET RED BRICK WADER ym 11 SUNSET RED BRICK HEADER (SAILOIR COURSE) Ill WHITE MORTAR WIN III MORTAR ' W'#"-'Tri-� � �y- -• �� —� 1 �_- N r� ~�_ r [ 4ri- �� 'a_ r'i i 'Y�• _r �.�—� 4 - _ ELEVATIONS OF CORNER WALLS 2 ANCHOR x,• SUNSET D TEBaas VDEDR W CONCRETE 6 AM/NG AVENUE & HIGHGATE PARK BLVD. 17EE MMa� AR 3 N.T.S. OM I I 8 COAG BLOOI( (CHER COURSES) 11 I 1• x 2 1/C x 7 5/P RED ERI VOWER MOTH ANCHOR TIES R1 CONe BLOCK WNL WISH WVTE GROUT (SARIN W AM I I b I I 30'-0• L 35/8• x 211X] 5/e• SOLD RFD D/BuDc(� nGmAP W1H WHITE GROUT BIFADER) I 6• CONC. BLOC% (UPPER COURSES) I SOLD GROUT 8• COMIC. CLOCK /{ 7• BAR 0 U one(LOVER COURSES) 3 5/B• x 21/4% ] 5/Ni SUNSET RED III MYTH MM MORTAR ON 3 5/8' X 2 1/4•X ] 5/8• SUNSET RED IRR WHITE WiH WHITE YgtTAR DKK LOCK-WL9E ROW) I S-4• x 3-4• CMU COIIRR! WTH I PRECAST LDLURN CAP 3GROUT Ilex 751 T RED BRICK KW1H ANCHOR Wr ID (xuWXMO BOW) e• wNc. IAOCX (SE WALL SEC71ON 5) 3 5/8• x ] 5/e" x 2 1µ• RED III WITH WRTE MORTAR 3 5/Bk 2 1/4 7 5/8' I DK LOCM-DOUBIE ROW) SUNSET RED W3« MIN J ANCHOR IRs TO GROUT NOTE: (CONNING III ALL DIMENSIONS RELATE TO THE 1B1 TYPICAI ENTRY MONUMFNT.S AT MING AVE. & HIGHGATE PARK BLVD OUTSIDE FACE OF BRICK 3 5/Wx 2 1/4 7 5/8' SUNSET RED BMC( ROFLOCK (DOUNE ROW) 3G 3 5/8•X 1 1/47(7 5/8• if GOLD STARNLE55 SUED. SUNSET RED BWL% LETTERS Mi DEVDDPDEIR NAPE (SIM COURT l TOMPRECAST COLUMN CAP ENTRY MONUMENT ELEVATIONS DESCRIPTION WEST ENTRY EAST ENTRY TC ELEV. 358.0l - 359.41' 358.05'- 359.36' 111 Ili .,II Ili 359.56'- 359.99' 359.96' 359.501359.96' -TOP FTG (A) 359.00' 358.90' -TOP FTG (B) 359.00' ii I LS ELEV (B) __, _ __�.- II 359.09'- 360.60' ANY�T RED/BWCI(MIM M M � ~� 0 a a N o z m v o a WHITE MORTAR (SOLDIER COIMS) I Q J � e 3 � P w <o z 3 bHI 1STRAVERTINE �__-- N K m DO 3 5/8S-4. A H _ _ SUNSET RD BRICK � > 440 � O -- WDI WKIE MORTAR S/93y X a (xoWDIXc-0111HE Row) 1 1 _ SIGNAGE INSIN"TION REOUNEMENTS to 0 i t :m 1 `?i 1111 i hill IUI1 I35/B•%21/47(]5/8' STAINLESS STEEL WNL MOMS (1/4x 21/25 MW. SUNSET RED-WBIXN W MOUNTED TOP At BOTTOM EVERY B INCHES FLUSH 10 i" f - •-_y..r'-r � L""- -' - - SHITE MORTAR (SDI COURSE) WNL WDI EPDXY 8 SIAL HAVE MO VOIDS GETWEE N 3 5/5•x 2 1117 5/8' SIGNAGE d WNL 281 1 I SNSET RED BWLK W1H SIONAOI: SIAL MATCH MING LOCATED AT THE NTERSECAM I WHITE MORTAR "NO BOW) OF MNG AVE 8 HOWNMAM DRIVE. N Z Q ENTRY MONUMENT ELEVATIONS DESCRIPTION WEST ENTRY EAST ENTRY TC ELEV. 358.0l - 359.41' 358.05'- 359.36' LS ELEV. (A) 359.56'- 359.99' 359.96' 359.501359.96' -TOP FTG (A) 359.00' 358.90' -TOP FTG (B) 359.00' 358.90' LS ELEV (B) 360.65'- 359.21' 359.09'- 360.60' "TOP OF FOOTING GRADES MINIMUM 61' BELOW LANDSCAPE GRADE D SECTION 3 N. TS 3 5/81 7 5/12 i/4' SUNSET RED BRICK (ROW.00K-DOUBLE ROW) �.-PLANTER SIDE 3 5/8'x 7 5/e'x 1 1/4' SUNSET RFD BR117( 14 'L' BAR AT 48' O.C. (SOLDIER COURSE) (CENTERED IN WALL) 1'x 2 1/l 7 5/8' (20 MIN. LAP SPLICE) SUNSET RED BRICK VENEER NALL SECTION 2) (RUNNING BOND) PLANR DE m (26i C. 70 C TYP) v �,:`�-` #5 CUNT. BOND BEAM � `j SEALANT TO SE APPLIED (AT MID HEIGHT) BY WALL CONTRACTOR a 3 6'XB'l FIRST COURSE TO CONSIST OF 14 m CONCRETE BLOCc 2% UNMORTARED HEAD JOINTS TO $ LANDSCAPE GRADE VARIES t2" ALLOW FOR DRAINAGE (6' MN. TO 15 MAX) r- STREET SIDE �� °S 1AM - 3 EA. #4 BAR 0 9' 0.C. /4 BAR 0 V O.C. 3.. YX3'X3' CONCRETE BLOCK CHAIRS SHALL BE USED TO pq•• PUCE FOOTING REHAR WALL SECTION 7 I WALL/ENTRY MONUMENT INTERSECTION LOCATION VARIES SEE SHEET 8 FOR EXACT LOCATION. CMU COLUMN MOTH PRECAST COLUMN CAP (SEE DETAIL'F• ON SHT 2) 3 5/8'x 2 1/4'x 7 5/e' SOLD SUNSET RED BRICK CAP WTH WHITE MORTAR (ROWLOCK -DOUBLE ROW) 3 5/8'x 1 1/4'x 7 5/8' SUNSET RED BRICK VENEER (SOLDIER COURSE) 16' SQUARE TRAVERTINE (SEE DETAIL 'C" ON THIS SHEET) 6'x 8'x IC CONCRETE BLOCK - Ile, —PLANTER SIDE--",, /5 CUNT. BOND SEAM (60' FROM TOP) - (48' MAX. SPACING) #4 'L' BAR AT 24' O.C. (EXTEND TO 20' MIN. ABOVE - TOP OF FOOTING) NEATLY GROUT CAl 15 CONT BOND (1t' ABOVE 3 EA. 8'x8 CONCRETE B 0 5 CONT BOND BEAM 12' FROM THE TOP) ,CANT TO BE APPLIED WALL CONTRACTOR _LANDSCAPE__f SIDE /4 'VERY BAR AT 24' O.C. (CENTERED IN WALL) (20' MIN LAP SPLICE) -GROUT SOLID ALL CAVITIES FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE ......__-. 6' MIN. 2' 14' MAX 4 EA j4 BAR 0 W O.C. 04 BAR 0 V O.C. 3'XIRS ALL BE BLOCK CHAIRS STALL BE USED TO 33' PLACE FOOTING REBAR WALL SECTION 8 67<-1 N. L5. Know what's below. Call before you dig. CITY RECORDS NO: 5 NN 0 N � g® ■O` V I;Ea M M � ~� 0 a a N o z m v o a I Q J � e 3 � P w <o z 3 N K m DO A H � > 440 � O S/93y X a to 0 N s �M N Z Q JJ CL :R �4 • r--1IL IL O0 C o F- -5 C) A z O y i C—1 Z J a.) Q Zn CCS 6 W M CD W m M. K.CWA. 31/2' BRASB CAP MKD. LB 4258 FOR N.W. cat BBc 11 30/28 NI FUTURE WALL t -- K II AL3 \ IM 2 \ 20 �nm zd�Ja 2 2 a++ d3 a, L4 L // ZNN WhN�bO c3C5 D Tudd ZZdd?�a 3 � // 0NN 6(~II UI tiQm bm0 2' II yI�N We M K dd ++ J �y� /p iUJ1J/[E add 4:,0 ON C V3 ,� �� MNio ti3 DEVELOPEMENT \ 23 odda�l HIGHGATE PARK BLVD. (SEE SHEET 8) 378 UNE BEARING DISTANCE e N 89'2428' W 39.60' L2 rc 1 I INTERSECTION N 89'2426' W W J� 19 STA 31+45.16 C.L MING AVE CL = 1 1 FP 3561 j FP 355.9 376 STA 40+89.59 CL HIGHGATE PARK QNT 29+00 �- - --_--� - - 30+00 - - - — - 371+00-11 .. 1 - L1 /299 M M Y F F t (� UN/T 6 N � N 0'13'05' E I 374 OF SIGHT = 650' - �• 4A � 0'3 9 � / I o =_ -- WAIT FM111Nf, FAPFBFOT- c --- I NI FUTURE WALL t -- K II AL3 \ IM 2 \ 20 �nm zd�Ja 2 2 a++ d3 a, L4 L // ZNN WhN�bO c3C5 D Tudd ZZdd?�a 3 � // 0NN 6(~II UI tiQm bm0 2' II yI�N We M K dd ++ J �y� /p iUJ1J/[E add 4:,0 ON C V3 ,� �� MNio ti3 DEVELOPEMENT \ 23 odda�l HIGHGATE PARK BLVD. (SEE SHEET 8) 378 UNE BEARING DISTANCE e N 89'2428' W 39.60' L2 rc 1 I Y S N 89'2426' W W J� 19 i "3 1 FP 3561 j FP 355.9 376 ' 4NYhN noo'�mFP 356.3 Mi oiarr ' /7 ,1 Cry �y 7RA S 8857'39' E L1 /299 M M Y F F N 1'0721' E (� UN/T 6 N MEN N 0'13'05' E 8.00' 374 EM 372 370 368 366 364 362 360 358 MEN 356 goal 354 352LOW 350 - 348 346 ■■ � moi■■■ i�__— 344 28+50 29+00 30+00 1L 1~ LJ IW B E R R E N D A MESA WATER DISTRICT Ld RECHARGE P O N D S B E R R E N D A M E S A W A T E R D I S T R I C T ' RECHARGE PONDS -tom- - –tom ---F� Fes–---�---- -�– ----fes– -- ACT BOUNDARY- -~�– - --�-- Fes--�– -tom-- --fes-- TR _- ___ --_ _ _ _ __ _ _ _ L MING AVENUE ; 1 _—_--- ---_------------------------___—___-_—__ - 32+00 - 33+00 34+00 35+00 36+00 37+00 _ - tjg+00 39+00 40+00 1 41+00 42+00 43++00 '24'SCG H.P. +_ __—y---}_-� _ 15 PIPELINE _ _ - - - - 1 1 ,,��_LINE-OF BHT ?=63`O_ 1 T- (FLOVALINE .r.9� .t9/ a .t�°�- - "n FL. _ ,.a FL _ .c Fl. .,a FL .c Fl_ .. cl. cl. r ROWLIPE _. n n- AAA PAI, 617911 II II "m'al Wq� 1 Y ^ d>>NN D � VMM 2 a odd a s3 J 22 �o $g -j gom FP 356.4 fUN� nnsnn FP 56.2 c T' ---tic WALL FOO7ING EASEMENT 18 PER FINAL unr 17 6 FP 355.8 I FP 355.6 I FP 355.5 MING AVENUE (STA. 29+75.00 C.L. TO 42+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 1% gxL .367% 934.08' 361.B/ .g2.1ii i 362 ' 'Z T/re I1 I TOE OFSL__L I 1 g 15 1 FP3&5., I 13 12 1 11 10 $a 20 FP 355.3 FP 355.0 FP 354.9 FP 354.9 FP 355. - 3 FP 0 I I I I I 4 FP 5.2 I 1 I I I I I maa 1 I t- F - Z z :) D n- "3' a WALL FDOTING EASEMENT o PER FINAL MAP 19 $i18 17 I 16 FP 355.5 0 1�..FP 355.7 FP 355.9 FP 355.i =gaMA CT 7299 UNl! LL Z � 1" H la 1 F 10 Lal UNE BEARING DISTANCE e N 89'2428' W 39.60' L2 rc 1 I Y S N 89'2426' W W J� 19 i "3 1 FP 3561 j FP 355.9 i3Fmm21 ' 4NYhN noo'�mFP 356.3 Mi oiarr ' /7 ,1 Cry �y 7RA S 8857'39' E L1 /299 M M Y F F N 1'0721' E (� UN/T 6 N II II "m'al Wq� 1 Y ^ d>>NN D � VMM 2 a odd a s3 J 22 �o $g -j gom FP 356.4 fUN� nnsnn FP 56.2 c T' ---tic WALL FOO7ING EASEMENT 18 PER FINAL unr 17 6 FP 355.8 I FP 355.6 I FP 355.5 MING AVENUE (STA. 29+75.00 C.L. TO 42+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 1% gxL .367% 934.08' 361.B/ .g2.1ii i 362 ' 'Z T/re I1 I TOE OFSL__L I 1 g 15 1 FP3&5., I 13 12 1 11 10 $a 20 FP 355.3 FP 355.0 FP 354.9 FP 354.9 FP 355. - 3 FP 0 I I I I I 4 FP 5.2 I 1 I I I I I maa 1 I t- F - Z z :) D n- "3' a WALL FDOTING EASEMENT o PER FINAL MAP 19 $i18 17 I 16 FP 355.5 0 1�..FP 355.7 FP 355.9 FP 355.i =gaMA CT 7299 UNl! LL Z � 1" H la 1 F 10 Lal 31+00 32+00 33+00 R/W PA 25' LANDSCAPE LOT I2•. PROPOSED ROADWAYS L 1I PROPOSED CURB & GUTTER - t0' TOE OF SLOPE -j MEANDERING MULTI-PURPOSE TRAIL (STA. 29+75.00 C.L. TO 42+00.00 C.L.) A MING AVENUE 4 SCALE: 1---10' 34+00 35+00 36+00 37+00 (STA. 28+96.43 WALL TO 42+00.00 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 38+00 39+00 LINE TABLE UNE BEARING DISTANCE L1 N 89'2428' W 39.60' L2 N 0'3534' E 6.00' L3 N 89'2426' W 6.00' L4 N 1'0721' E 6.00' L5 N 8857'39' W 9.84' L6 S 8857'39' E 5.84' L7 N 1'0721' E 6.00' IB S 89'46'55' E6.00' L9 N 0'13'05' E 8.00' MEN - ■■ � moi■■■ i�__— a u 1 i� MINE a� In i■ .. ��'.II-��.■ - `=113111 ��■��i■I�� `I��I��I�I��I��I��i ; .�1■� I�■��.�' ili■imi■ iii■i ii■Niaii■ ��i■ ■i�n■■i■i ��■��::�:ai■iiii■im� MI■i ii■ii i■-�a ii��■w�ii■■■■i mgmilmi�i ■ii■iii ■�■■ice i�■i■i■ii■i��IININIi■■i■i■i■pini■iii■i�■ii■iiiii�■ii■i■i■i■� ■=ii i ii�i�■i■ ■■�� ■�� ■��■�■■il■1�1■�■II■II 1111111 �I■II■��■II�ItII�IL�I�■I!■i■�i■�i��■I■��■�■ 1 ' I t� . � ,�. � ' 1� � � � i�i��I■I�I�I■��'�l�1111�1�I��I�V1,�1�i��I��I��I��I��l�l��l��l� �'ll ■� �� ■■ ®. iii�ii-■��3;1 ■'iii■I:R��i■iiiii■i�i► �. � .. ■■■■■�I■�■■ . . � � ,�■ .1, ...�■■■■ �►�a�■i ■■i�.■i■i,■■: , iL f: ■■■■■■ ■■i ■� ®��- �i� MEN m■■■. ■■■ =- .. _ _ _ _ M ME 31+00 32+00 33+00 R/W PA 25' LANDSCAPE LOT I2•. PROPOSED ROADWAYS L 1I PROPOSED CURB & GUTTER - t0' TOE OF SLOPE -j MEANDERING MULTI-PURPOSE TRAIL (STA. 29+75.00 C.L. TO 42+00.00 C.L.) A MING AVENUE 4 SCALE: 1---10' 34+00 35+00 36+00 37+00 (STA. 28+96.43 WALL TO 42+00.00 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 38+00 39+00 LINE TABLE UNE BEARING DISTANCE L1 N 89'2428' W 39.60' L2 N 0'3534' E 6.00' L3 N 89'2426' W 6.00' L4 N 1'0721' E 6.00' L5 N 8857'39' W 9.84' L6 S 8857'39' E 5.84' L7 N 1'0721' E 6.00' IB S 89'46'55' E6.00' L9 N 0'13'05' E 8.00' CURVE TABLE CURVE RADIUS LENGTH TANG¢NT DELTA C1 80.00' 80.02' 43.77 5718'3i C2 79.99' 88.87' 49.65' 8339'22' 40+00 41+00 42+00 Iz IJ F 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 LEGEND: ABBREVIATIONS SCALE: 1" = 50' FL ROWJNEESs 50' 25' O' 50' 100' CL CENTERUNE 24�ePCFNEaP"�F EG DISONG GRADE FG FINISHED GRADE w 0 n+ GB GRADE BREAK w,Nat 5510 rr, LS LANDSCAPE ELEV ELEVATION EC END CURVE �� S"OF CA4L�� BC BEGIN CURVE % TC TOP OF CURB y , TW TOP OF WALL W1 WALL SECTION PROPOSED WALL �ENSTINCWALL w cnoNETER Know what's below. A CaII before you dig. .� SECTION LINE j( 1 '"% BET SECBON R UOCAYED `T - +a ! ail ,oa CITY RECORDS NO: I ,�q, 36y19 3 I � II I I I 1 20 19 11 I FP 355.4 1 FP 355.5 II wII I Z 1 I JI =I U r 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 Li w' w I 1 18 7 355.7 I FP 355.9 I I FLOWUNE F VVTOE OFT" --'TV --' I SLOPE I1 14 16 15 FP 355.7 I FP 355.6 1 FP 355.4 TRACT 7299 UNCr 5 B E R R E N D A MESA WATER DISTRICT RECHARGE PONDS 7299 BOUNDARY TRACT 7256 MING AVENUE ; 47+00 48+� 49+00 50+00 51+00 52+0053+00 - - - - - - - - TTS -- - 1 TOE OF WALL FOOTING EASEMENT o SLOPE I 13 PFR �� MAP i i� 1; 11 mal 1 2 13 FP 355.3 FP 355.3 o FP 355.3 > m m FP 355.3 i FP 355.4 FP 355.6 I l i 'opp I 1 20' OREM94T z a r I EASEMENT F- h z MING AVENUE (STA. 42+00.00 C.L TO 53+05.62 C.L.) SCALE: 1" = 50' HORIZONTAL FLOWLINE `?ti _ _ I _ _ _ _ N _ _ I N / 11 `� ipAfiT %X.55 _ 7256 D I T\ — I — — — — — — — j — — OFT-9ff wNl NMS 10/8/20 I i SLOPEI WALL FOOTING EASEMENT o' i1 4 I 5 I 6 I 7 8 9 PER FINAL MAP d FP 355.7 1 FP 355.8 1 FP 356.0 1 FP 356.1 1 FP 356.3 FP 356.5 a 1 ~N" fOb TRACT 7299 10 a � � 3 UNIT 4 1 1 1 FP 356.6 zyy 725b UNT 4 w w z / Ld Ld / x I 6' MIN. BLOCK -WALL / w LLI .s =. V) i � 41+00 1 4200 43+00 44+00 45+00 4 ( 2% �x MAX 2% I ,�q, 36y19 3 I � II I I I 1 20 19 11 I FP 355.4 1 FP 355.5 II wII I Z 1 I JI =I U r 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 Li w' w I 1 18 7 355.7 I FP 355.9 I I FLOWUNE F VVTOE OFT" --'TV --' I SLOPE I1 14 16 15 FP 355.7 I FP 355.6 1 FP 355.4 TRACT 7299 UNCr 5 B E R R E N D A MESA WATER DISTRICT RECHARGE PONDS 7299 BOUNDARY TRACT 7256 MING AVENUE ; 47+00 48+� 49+00 50+00 51+00 52+0053+00 - - - - - - - - TTS -- - 1 TOE OF WALL FOOTING EASEMENT o SLOPE I 13 PFR �� MAP i i� 1; 11 mal 1 2 13 FP 355.3 FP 355.3 o FP 355.3 > m m FP 355.3 i FP 355.4 FP 355.6 I l i 'opp I 1 20' OREM94T z a r I EASEMENT F- h z MING AVENUE (STA. 42+00.00 C.L TO 53+05.62 C.L.) SCALE: 1" = 50' HORIZONTAL FLOWLINE `?ti _ _ I _ _ _ _ N _ _ I N / 11 `� ipAfiT %X.55 _ 7256 D I T\ — I — — — — — — — j — — OFT-9ff wNl NMS 10/8/20 I i SLOPEI WALL FOOTING EASEMENT o' i1 4 I 5 I 6 I 7 8 9 PER FINAL MAP d FP 355.7 1 FP 355.8 1 FP 356.0 1 FP 356.1 1 FP 356.3 FP 356.5 a 1 ~N" fOb TRACT 7299 10 a � � 3 UNIT 4 1 1 1 FP 356.6 zyy 725b UNT 4 42+00 43+00 44+00 45+00 wI z �W R/W PA 1 25' LANDSCAPE LOT 19 w z a I 6' MIN. BLOCK -WALL ! i � 1 v moi_ ( 2% �x MAX 2% 'N IN e m e m z o y n • 1 _ IN N N N N N N I IN N Y1 1J b 1J b Y1 Y1�. V N If p' b R' .p' 1J C p. M N b N b N b N b b N Ip N N 10 Ip N f0 N N N N N Yj 6• Ip' 6• 6• C p• Y 1- F F 1- 1- I() g g iry S ' + F f b+ f b bN d d d 4 a •.i a d R 1dJ d g ai g a g 'e g < P g t 4 b < <3 �(f p N+ O 3 V N $ g e VI g ^a qn g < u f d u d d '--;_-�— '.. q N�q M cs� q ry q ( Ii d Ii d a i d a d Ii d d d d g< t++ t++ k' d d a d a d a d b � FQ- b ev 1�-• q e✓ q q I f- F k' F - I- 11f- h � h i �7s7 rw J, 3o TW. I I I -- -- -- - - - -- - -- -- -- T OF F00 LINE NG - -- - -- -- - -- - -- -- - OF F00 TOP OF FOOLING FINISHED FINISHED GRADE L)T AD SIDE/ - FLO NE OWUNE j — E ! FINISH GRADE LOT SIDE—Y LANDSCAPE GRAD LANDSCAPE ADE In Ig LL C V)10 e'S r.i O Oi y, O b Ni c 10 Vj Vj t� O biles f0 bb ^ri f0 N N NN + m++ r 2O ++ 1M IIp r+i (SFE M14C IGH AVLIN GATE PAR a d 1 dd °' ad dd d ! � N Vlq VI q qq q qVl qVl VI _ DR IN PLAN)— I nossz' LF (SEE TEET T) 42+00 43+00 44+00 45+00 wI z �W R/W PA 1 25' LANDSCAPE LOT 19 PROPOSED ROADWAY D PROPOSED CURB 8c GUTTER -- 10' 171E OF SLOPE - MEANDERING MULTI-PURPOSE TRAIL (STA. 42+00.00 C.L. TO 53+05.62 C.L) A MING AVENUE Jr SCALE.' 1"=10' 46+00 47+00 48+00 (STA. 42+00.00 WALL TO 53+05.62 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL 378 376 374 372 370 Ewa WAILPm MAU T a 7258 OFF511E WALL NMS 368 (APPBOOFD 1D tLsmN 366 364 362 360 358 356 354 352 350 348 346 344 49+00 50+00 51+00 52+00 53+00 53+50 LEGEND: ABBREVIATIONS FL FLOIWNNE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END CARVE BC BEGIN CURVE TC TOP OF CURB TW TOP OF WALL WI WALL SECTION PROPOSED WALL ��-�--�---� EXISTING WALL GDON LETTER �-------A SECTION LINE SHEET SECTION IS LOCATED 67 -Y7 -if a..,. as SCALE: 1" = 50' 50' 25' O' 50' Too' 1 Know. whafs below. Call before you dig. z a I 6' MIN. BLOCK -WALL z i � 1 v moi_ ( 2% �x MAX 2% PROPOSED ROADWAY D PROPOSED CURB 8c GUTTER -- 10' 171E OF SLOPE - MEANDERING MULTI-PURPOSE TRAIL (STA. 42+00.00 C.L. TO 53+05.62 C.L) A MING AVENUE Jr SCALE.' 1"=10' 46+00 47+00 48+00 (STA. 42+00.00 WALL TO 53+05.62 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5 VERTICAL 378 376 374 372 370 Ewa WAILPm MAU T a 7258 OFF511E WALL NMS 368 (APPBOOFD 1D tLsmN 366 364 362 360 358 356 354 352 350 348 346 344 49+00 50+00 51+00 52+00 53+00 53+50 LEGEND: ABBREVIATIONS FL FLOIWNNE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END CARVE BC BEGIN CURVE TC TOP OF CURB TW TOP OF WALL WI WALL SECTION PROPOSED WALL ��-�--�---� EXISTING WALL GDON LETTER �-------A SECTION LINE SHEET SECTION IS LOCATED 67 -Y7 -if a..,. as SCALE: 1" = 50' 50' 25' O' 50' Too' 1 Know. whafs below. Call before you dig. J/U 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 DRILL ISLAND �II / `` r a / iAl / O / I I j 1- UTURE -- 1----1------------J-----L-D.Evnopmnvr - --- -�------i L J; O -�-� __ O TRACT BW _ INTERSECTION ... / - __ � ___ _ _ y= ___ _ _ ____ _ __ STA. 25+09.36 C.L. HIGHGATE PARK CNT = C.1- 5t�..asa•�ma''�"`am�aa -------- _____�___ _ __ _ _- _ ___ _ _ _ _____ _ ____ _ ECL - NDAR �20+b9 _ _ _STA._10+00.00 C.L. HIGHGATE HEATH AVENU �% - / STA• 1pARK CNT �, F, T�+ SECONDARY $PROPOSED FUTURE CURff& 2r+�1��'�_ 25+ g _ ------------ _*� _ NIGLGA 14k°O�a' �. �.b 9„'� b2 =•?y FIRE ACCESS 57' 61 F' p.IER(iQICY GIITIFR FLOWIINE �I"' -- 'a --- ------ EX. 24' H.P. SO -CAL GAS PIPELINE / / - --r �.mN �• a" _- _-j1b'K-_ Y`- 'i� OX 9 9 _. A� OX ,4 S / _ ___ 5S'F fL SEE SO CAL GAS` NOTE _______ _ �- �`_ F' _ UUITS OF 'u. ___ 35, yy ^... _ fp f4T6➢G S7IREETS- - � �9_-. - - �f�.26��- '• __ N19221'E 209.93' �°- �___ __ { __ ____._ on __ ___ _ ----- TV40- Y _ N- FP 3,51.0 v\ 10 1 /95� FP 351.4 18 FG-- \,BEGN WALL STA 10+00.76 C.L. 157.75 RT. _ STA 9+94.54 WALL ' 11 ` FP 351.8 11 V, �' - y�-I-14� _ ,. .,6 c I � m I i+ 4..��..-•�.,.....q`c+ o $ END GATE -I WALL FOOTING I i FP 353A ja)r` STA. 18+ EASEMENT PER F1NAL3 2 END CURVE END WALL-BEGIN.�•�'� ,�F 1 1 [� MAP STA. 16+36.20 CL 53.50 RL = STA 18+48.13 CL 53 RT. I FP 352.7 i FP 353.0 STA. 16+38.20 WALL STA 18+48.13 WALL 1 FP 352.4 I I I 2A C1 1 FP 351.7 1 FP 352.1 1 1 `\ It 1I HIGHGATE PARK BOULE 8 7 \ FP 351.0 \ FP 351.4 1 GIN CURVE A 11+92.04 C.L. 53.50 RT = \ TRACT 7300 (STA. 10+00.76 C.L. TO 24+76.37 C.L.) A. 12+15.85 WALL SCALE: 1" = 50' HORIZONTAL IT UNrT a IT CL 5350 RL = EASEMENT LEGEND: Q2D' WIDE QTY OF BAKERSFIELD FEE PARCEL PER BK, 6155, PG. 933 O.R. QC.L 1D' MADE PG&E EASEMENT PER DOC N0. 0208089237 O.R. ©15' WADE PG&E GAS PIPELINE EASEMENT PER BK. 3697, 666 O.R. QUITCLAIM DEED PER DOC. N0. 0200089565 O.R. INTEREST OF PG&E WAS CGNVEYED TO SACRAMENTO MUNICIPAL UTILITY DISTRICT. Q50' WIDE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ©2D' WIDE SOUTHERN CAUFORMA GAS COMPANY PIPED EASEMENT PER B.K. 5738, PG. 2D35 O.R. SEE DETAIL C & D ON SHEET 7 FOR MONUMENT DETAILS SEE WALL SECTION 6 T SLOT SIDE VARIES 1% TO (SFE WALL SECTION 4) Yvr .13 GL 5.3.50 RS e\ LS L01/ ES PA 9.5' LANDSCAPE IDT 12' 1 2' PROPOSED CURB 1P� �yci,1Xmnv. & GUTTER �( 2% MIN.d �1O�� MAX. a...o,�,,,,-✓ FUTURE "i1 - MEANDERING TOE or SIC SIDEWALK (STA. 10+00.76 C.L. TO 24+64.36 C.E.) T 17 7 FP 353.1 FP 353.6 TRACT 7300 UNIT 3 LINE TABLE LINE BEARING DISTANCE Li N 242x37" W 2532' L2 S 8891'29" W 1.06' L3 S 43'01'29" W 16.03' L4 S 1'58'31" E 1.06 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 949.00' 1 422.35' 1 214.73' 25'29 W C2 95.00' 4552' 1 23.20' 277707' C3 1200' 1874' 11.89' 89'29'34" WALL STA. 24+30.86 WALL n� -I� EASEMENTTIPER L3 FINAL MAP END CURVE - 6 END PUBLIC WALL I STA 24+64.36 C.L. 8367 RT. _ GS STA 24+7637 WALL FP 353.8 FP 353.6 ^`�I it I 1 ..�' 1 ''w.� I 0 3 TRACT 7300 SOUTHERN CALIFORNIA GAS NOTES: UNir I ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. T' FL FLOWIJNE CL CENTERUNE EG EXISTING GRADE I FINISHED GRADE GS GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC ENO CURVE BC BEGIN CURVE TC TOP OF CURB TW TTP OF WALL W1 WALL SECTION o PROPOSED WALL - EXISTING WALL I rc rc N H rc x n n ",� n "> ^ v .� M M M M M w m m _cj n M n r F G F + N<'f rc J p nJ(O N m UJ y 17 Jgaa W � Q� � M N O y.6 M ¢ p .O rc N ^. <O, K Oi N }. ^ }. 3 ^ ^N N N + W I + G, -F 6 „ `. 5 + N <J O N <J + N <J (V N i9 < r 1- 2 N(iN W F p_ p_ F 4 !- 6 < F N N F N Qin N 1�41N S M Nn} NO} NMyy %^g J ,n 1a1< g ,n 1d<da 6Q 6 Q Ra 6Q d 2 147'<g g <J g g 05, F < a: Q `�NN N t7'N SNI t7' i-/1 S 5f�r�r F F F F F F F2 d d 6 6 N F t td, � `" V1 y1. j rn ci' ut ty t, ty Snn 1 t if 20' WIDE IRON GATE WROUGHT PER DETAILS I '� m '� m `s FINISHED GRADE 0 ? C THROUGH E THIS SHEET m I m LOT SIDE I I 4 _ m _ DSCAPE __ --------- __ _ __ SNI EDLA,I _ GRADE LOT SIDE - _ _ r- - - FINISHED G2 ADE-- DSCAP GRADE LOT SIDE TOP F FOD9�G _ FL Wl 14 m� DSCAPE >•I z ww i i ij z w _ OWLINE m Nr M n PS ww wW L z z vpiW ADE TOP OF F00 NG p F F w rtiY• m M Nn '�o N ,(l,(IF yw�u�n li 0'0 W w Mn p, MM p, z �'wj MM h� F Ow W re acaczo5"vi m m Wi> zij z pFd �j z W> ! gw w� m n - - 3 0 4 ww w �+w %ISTING 4 50. AL ( o + $ + d d dd dd \\( mm w �'� ^HM_ AS H.P. PIPELINE + F F 2 rr� F W F F NyyO Owl O I i 00 UJ'R}S N 2 ~ NH M y o« }} + pO� 0.0 + WW ~O+i 0O0 I-• {d7'^ r R^ PROPO 1W AIN a 0 N NN N N ~N I _ 64.0' 22200' 39. 2D9. 96 L� 114.8 46.51' AL (SEE EET 1) SEE SHE T SIA) SE-_ SHEET A) WALL CTION 12 ( SHEE 9A) /r SEE SHE 9A) W SECTI 1D (SE SHEET A) (SEE SH SIA) (SEE EET SIA -i-�_ (SEE 5 EET 9A) L (SEE SHEET A 9+7510+00 11+00 LEGEND: ABBREVIATIONS FL FLOWIJNE CL CENTERUNE EG EXISTING GRADE FG FINISHED GRADE GS GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC ENO CURVE BC BEGIN CURVE TC TOP OF CURB TW TTP OF WALL W1 WALL SECTION o PROPOSED WALL - EXISTING WALL 12+00 1 13+00 14+00 GTKW LECTI ------- SECTION LINE A SHEET SECTION IS LOCATED 15+00 16+00 17+00 18+00 WALL STLCIDN 10-`19+00 'PRUPOSEO JO DRAIN 20+00 (SEE SHEET 9A) (STA. 9+94.54 WALL TO 24+76.37 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL R PLAN WALL D ACCESS GATE POST CONNECTION 6 N.T.S. W/ WASHERS (GALVANIZED) POST. 3/4" 0 M.B. W/ :ALVANIZED) REQUIRED 20M BOTTOM AS WELL 21+00 22+00 23+00 8x8x16 PRECISION BLOCK 7/8" EXT. PLASTER OVER PER ELEVATIONS 4x4x1/4' TUBE COL. WITH 1/4" CAP ON TOP OF TUBE; WELD & GRIND SMOOTH. TUBE SHALL EXTEND INTO THE GROUND MIN. 1/3 THE LENGTH (MIN. 24" FOR 6' TALL POST) HEAVY DUN SPRING ACTIVATED SELF-CLOSING HINGE ® EACH DOOR 22 GA. G.I. DECKING WELDED TO ANGLE FRAME PRIME AND PAINT 3x3x1/B" STE. ANGLE FRAME PRIME AND PAINT 2 PAIR HEAVY DUTY HINGES WELDED TO CHANNEL & ANGLE FRAME 2 - No5 VERT. EA. JAMB SOLID GROUT 24+00 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 25+00 7 - SCALE: 1" = 50' 50' 25' O' 50' 100' o Know what's below. E"N ACCESS GATE JAMB DETAIL call before you dig. g N. T.S. III -l 1/A,', 2 �T SEE SHEET B FOR CONTINUATION OF LEGEND: PUBLIC WALL PLANS ABBREVIATIONS FL FLOWUNE CL CENTERLINE EG COSTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EMSTING WALL CTION LETIQt ------- A SECTION UNE ET SECTOR IS LOCATED LOT wI SEE DETAIL C & D)A SECTION THIS SHEET FOR 7 MTS. MONUMENT DETAILS 370p1 V SOJD /P 7' BAA o EA Go 35/9'x 21/4x' SIDISET RED BBQ( MIH A IRs TO ow (RUNMMO I INTERSECTION STA. 25+09.36 CL HIGHGATE PARK CNT = STA. A A L. HIGHGATE ATE HEATH AVENUE CL I \L.1 C2\' 'pj��pB/V END CURVE'`. ` P STA. 25+87.86 1 53.50 RT. WA STA. 25+87.86 WALL BERN CURVE -BEGIN WALL STA. 25+54.3 W 83.67 RT. _ \ I STA. 25+42.355 WALL \ 356.0 FP27 \\ FUTURE T TRACT BOUNDARY DEVFLOPFMEAT $ I 1 INTERSECTION HIGHGATE PARK CNT = ■ I STA. 10+00.00 C.L. ■ PEMBERLEY CNT int+Y [fGxl'Ai.' Wppp��LLL FOOTNG EASEMEIIT PB{ FINAL MAP 26 25 24 FP 356.5 I FP 356.5 I FP 356.7 I I I � I I HI 231 22 I 21 1 2011 19 li 18 FP 356.1 i FP 355.6 35 P 355.3 i FP 355.2 i FP 355.1 7� CT1 r�LL UNIT 1 GHGATE PARK BOULEVARD (STA. 25+54.36 C.L. TO 34+84.63 C.L.) SCALE: 1" = 50' HORIZONTAL -j SIA. 33+Z/.BS G.L. DADU HI. _ STA. 33+27.83 WALL C3 17 END CURD STA 33+84.63 C.L. 10583 RL = FP 355.0 STA 34+06.59 WALL END PUBUC WALL - SEE PRIVATE WALL PLANS STA, 33+84.63 CL 115.30 RT. = STA. 34+18.06 WALL FP PEMBEERLEwa1'YP GEWALL�AVBE)NUE (( a F 370 368 366 364 368 BEARING 366( D 364 1.08' 362$p 8'49' E 18.03'L3 897934" 3601 1.08'L4 45.57 739' E 358 WALL KCNON 2) 115.00' 78.76' 40.99' 356 Is 354 V 352((, 0 N1 ~ � 350! DE K 7 Q m 34811 346E im 344 k 342 340, ( 338 � 336 SOJD /P 7' BAA o EA Go 35/9'x 21/4x' SIDISET RED BBQ( MIH A IRs TO ow (RUNMMO I INTERSECTION STA. 25+09.36 CL HIGHGATE PARK CNT = STA. A A L. HIGHGATE ATE HEATH AVENUE CL I \L.1 C2\' 'pj��pB/V END CURVE'`. ` P STA. 25+87.86 1 53.50 RT. WA STA. 25+87.86 WALL BERN CURVE -BEGIN WALL STA. 25+54.3 W 83.67 RT. _ \ I STA. 25+42.355 WALL \ 356.0 FP27 \\ FUTURE T TRACT BOUNDARY DEVFLOPFMEAT $ I 1 INTERSECTION HIGHGATE PARK CNT = ■ I STA. 10+00.00 C.L. ■ PEMBERLEY CNT int+Y [fGxl'Ai.' Wppp��LLL FOOTNG EASEMEIIT PB{ FINAL MAP 26 25 24 FP 356.5 I FP 356.5 I FP 356.7 I I I � I I HI 231 22 I 21 1 2011 19 li 18 FP 356.1 i FP 355.6 35 P 355.3 i FP 355.2 i FP 355.1 7� CT1 r�LL UNIT 1 GHGATE PARK BOULEVARD (STA. 25+54.36 C.L. TO 34+84.63 C.L.) SCALE: 1" = 50' HORIZONTAL -j SIA. 33+Z/.BS G.L. DADU HI. _ STA. 33+27.83 WALL C3 17 END CURD STA 33+84.63 C.L. 10583 RL = FP 355.0 STA 34+06.59 WALL END PUBUC WALL - SEE PRIVATE WALL PLANS STA, 33+84.63 CL 115.30 RT. = STA. 34+18.06 WALL FP PEMBEERLEwa1'YP GEWALL�AVBE)NUE (( a F 370 368 366 364 6'O)c (SEE WALL SEC 26+00 27+00 WNO BDQ( F WALL SECTION 6) 3 5/B x 2 1/4k 7 5/e' SUNSET RED BML( WTN MIX "TAR ON 3 5/8' X 2 1/4'X 7 5/6' SUNSET T® BRKA WITH WE MORTAR (ROREOQ(-DO ME ROW) x 21/4x7 28+00 29+00 J30+00 31+00 32+00 (STA. 25+4235 WALL TO 34+16.06 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL x 2'-0' OMU COWIAI PREDABT COUc1N W •T z'-0' mom. J. . 3 5/B' x 21/4' x 7 5/6' NOTE: RED B1Nac WIH NINE MORTAR ALL DIMENSIONS RELATE TO THE (RaRtDa-D°DME RW) OUTSIDE FACE OF BRICK 33+00 HIG 362 360 358 356 354 352 350 348 346 344 342 340 338 336 34+0034+25 2 1/4x 7 5/8' SUNSET T® BRIQ( (DOUG RO'A7 127 OBD STAIMM STEEL LETTERS VAIN DEVELOPEWDNT NAME SIGNAGE INSTALLATION REOUIREMENTS. STAINLM MEL WALL ANOMRS (1/4x 21/77 WN MORLSD TOP & BOTTOM EVERY 6 LACHES BUSH ib WALL WRI EPDXY & SMALL HAVE NO RIDS BE KEEN SIGNAGE & WNL EN7RY MONUMENTS 0 -PRECASTOIX CAP SEE SHEET 8 FOR CONTINUATION OF PUBLIC WALL PLUS TRACT 7299 UNr 5 LINE TABLE UNE BEARING DISTANCE D '11' W 1.08' L2 8'49' E 18.03'L3 897934" jS4 6'49' E 1.08'L4 45.57 739' E 9.47 C3 115.00' 78.76' 40.99' 3994'24' V 0 N1 ~ � N n M K 7 Q m O Z 0 U O 7 " im 1 k m-12 � O N 6. 6. 1 DO m m 111 m m F n 111 m F n > v � U z P T � m� N z N+ N ao + + wN o! w + w F+ + m m n n Vl m N+ N Oi N 3'M <M im yN < N N N N N N N N3'N N M M ZQ M � M M M M X000 m MT. 2 w 0. tea~uj o. O 9! d ad 13 ad o: J d ad a G..1 ad ad a d d d d ad ad ad d d d a d a d a x 'dad' do W N C� N tl' � b' N fi V N fi N tl' VI VI VI VIN N N d' fA N Ei' N N � N C� fA 37* N b' N fi N NW N Ci TW ' 6T T. 363 I n I j � _ _-, LFLO t nNlSf LAND: ED GRAD DE FL RUNE LA DSCAPE ADE NE TOP FOOTIN . FIN SHED P c --- - -_ q V� Vol A �,opp Mm M Mh ^. M g oww � w w 3w7�{ Z WJ w F0 LL •G �� (mVN O.'N �O ! �1�yy +M + z - wo mm „++ �m �Nn rnj0OLF @, q °'d O ° dd <ad odod N N ++ d'd _ R �d'od HH cad I 259.88' 30 0 445. W SIC ION 10 WALL SE TION 11 ALL SE ON 1 ___ (SEE 4 SNFET 9) ( (SEE EET 9A) 6'O)c (SEE WALL SEC 26+00 27+00 WNO BDQ( F WALL SECTION 6) 3 5/B x 2 1/4k 7 5/e' SUNSET RED BML( WTN MIX "TAR ON 3 5/8' X 2 1/4'X 7 5/6' SUNSET T® BRKA WITH WE MORTAR (ROREOQ(-DO ME ROW) x 21/4x7 28+00 29+00 J30+00 31+00 32+00 (STA. 25+4235 WALL TO 34+16.06 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL x 2'-0' OMU COWIAI PREDABT COUc1N W •T z'-0' mom. J. . 3 5/B' x 21/4' x 7 5/6' NOTE: RED B1Nac WIH NINE MORTAR ALL DIMENSIONS RELATE TO THE (RaRtDa-D°DME RW) OUTSIDE FACE OF BRICK 33+00 HIG 362 360 358 356 354 352 350 348 346 344 342 340 338 336 34+0034+25 2 1/4x 7 5/8' SUNSET T® BRIQ( (DOUG RO'A7 127 OBD STAIMM STEEL LETTERS VAIN DEVELOPEWDNT NAME SIGNAGE INSTALLATION REOUIREMENTS. STAINLM MEL WALL ANOMRS (1/4x 21/77 WN MORLSD TOP & BOTTOM EVERY 6 LACHES BUSH ib WALL WRI EPDXY & SMALL HAVE NO RIDS BE KEEN SIGNAGE & WNL EN7RY MONUMENTS 0 -PRECASTOIX CAP SEE SHEET 8 FOR CONTINUATION OF PUBLIC WALL PLUS TRACT 7299 UNr 5 LINE TABLE UNE BEARING DISTANCE D '11' W 1.08' L2 8'49' E 18.03'L3 897934" jS4 6'49' E 1.08'L4 45.57 739' E 9.47 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 1200' 18.74' 11.89' 897934" C2 9500' 45.57 23.20' 277707* C3 115.00' 78.76' 40.99' 3994'24' EASEMENT LEGEND: A20' WIDE CITY OF BAKERSHELD FEE PARCEL PER BK. 8155. PG. 933 O.R. QC.L. 10` WDE PG&E EASEMENT PER DOC NO. 0208089237 O.R. ©15 WIDE PG&E GAS PIPEUNE EASEMENT PER BK. 3697, 666 O.R. QUITCLAIM DEED PER DOC. NO. 0200089565 O.R. INTEREST OF PG&E WAS CONVEYED TO SACRAMENTO MUNICIPAL UTILITY DISTRICT. 50' W9DE PG&E PIPEUNE EASEMENT PER DOC, NO. 0203148941 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER BT(. 5736, PG 2035 GR R/W PA 9.5' LANDSCAPE InT 12' i 6' MIN. BLOCK WALL ROA PROPOSED CURBS 1- -� h 2% 1 -i & GUTTER 5' WADE FINIS MEANDERING i- SIDEWALK TOE OF SLOP (STA. 25+54.36 C.L. TO 34+84.63 C.L.) rHIGHGA TE PARK BLVD. PARK BL W. 7 SCALE 1"=10' �35U1g/ T REDERKx wIH MITE MORTAR (SOLDIER MRSE) 3 5/R'x 2 1/4'x 7 5/1' 9RSET RED BMX( WITH MITE MORTAR (RURLOCK-0OAM ROW) 3 5/CX 1 1/4'% ] 5/6' BNSET RED BBQ( W WE MORTAR (SOLDIER CQASE 3 x 2 1/4x 7 5/� -SUNSET MORTAR M11N RTR1E YQ2TAR (RUNNMO eam) 1 SCALE: 1" = 50' 50' 25' O' 50' too' Gall before you dig. 07-t7_rq CITY RECORDS NO: = N� N O ? Zr V 0 N1 ~ � N n M K 7 Q m O Z 0 U O 7 k W U � � O N DO g F -- F n > v � U z P T � m� N z N ao wN o! w <M ct ZQ � a O}�Z > X000 m jU 2 w 0. tea~uj O 9! z 13 U J S G..1 s x W M I� V =SEC77ON SE 7 N.T.S. MONUMENT DETAILS --- 25+00 0 HIGHGATE PARK CNT = STA 10+00.OD CL HIGHGATE HEATH AVENUE CL TRACT BOUNDARY !i! FUTURE DEVELOPEMj5IYT 1� L1 C END CURVF` o m r n , ., I c I 'o .. STAC.L.25+87.86 C. 53.50 RT. STA 25+87.86 WALL _ W FOOLING EASEMENT I v FINAL MAP 23 o BEGIN CURVE-BEGN VIEW FENCE_ 2 3 3 2 j 2 j =9 STA 25+54.36 C.L 83.67 RT.FP 356.5 I FP 356.7 I FP 356.1 E Lx 7 STA. 25+42.35 WALL 'xY FP 356 5 ' .. FP 356.0 ATEEA11H AVENUE \ ..... VAIE J\ HIGHGA 5 / E�XST 24" H.P. SO.CAL GAS I I I BEGIN CURVE 1 g I I STA 33+27.83 C.L. L 53.50 R = STA 33+27.83 WALL 22 21 20 1 18 17 END CURVE FP 355.6 FP 355.4 FP 355.3 i FP 355.2 i FP 355.1 i FP 355.0 STA 33+64.63 C.L. i( STA 34+06.59 WALL MAj Cr 300 1 I I END PUBUC WALL - /CH L / J V SEE PRIVATE WALL PL I I STA. 33+84.63 C.L 11 UA /ir , I STA. 34+16.06 WALL TE PARK BOULEVARD (STA. 25+54.36 C.L. TO 34+84.63 C.L.) SCALE: 1" = 50' HORIZONTAL W `7 RK LNI = 0 GL NT 3j+00 { SEE SHEET B FOR CONTINUATION OF PUBUC WALL PLANS LINE TABLE SEE SHEET 6 FOR SEE WALL CONTINUATION OF LEGEND: PUBUC WALL PLANS ABBREVIATIONS L2 FL FLOWUNE N a /LOT SIDE CL CENTERUNE W � EG EXISTING GRADE L4 FG FINISHED GRADE 9.47' GB GRADE BREAK 9JNgi RFD W11NE LS LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE TC TOP OF CURB 352 TW TOP OF WALL IW ED. TRAVERTINE W1 WALL SECTION PROPOSED WALL x WU COLUMN ....,... _. EXISTING WALL �+ CnON LETTER C 7-0 SO MM ASi COLMN CN' •T ON PPECAST A ------- SECTION UNE T SECTION IS LOCATED =SEC77ON SE 7 N.T.S. MONUMENT DETAILS --- 25+00 0 HIGHGATE PARK CNT = STA 10+00.OD CL HIGHGATE HEATH AVENUE CL TRACT BOUNDARY !i! FUTURE DEVELOPEMj5IYT 1� L1 C END CURVF` o m r n , ., I c I 'o .. STAC.L.25+87.86 C. 53.50 RT. STA 25+87.86 WALL _ W FOOLING EASEMENT I v FINAL MAP 23 o BEGIN CURVE-BEGN VIEW FENCE_ 2 3 3 2 j 2 j =9 STA 25+54.36 C.L 83.67 RT.FP 356.5 I FP 356.7 I FP 356.1 E Lx 7 STA. 25+42.35 WALL 'xY FP 356 5 ' .. FP 356.0 ATEEA11H AVENUE \ ..... VAIE J\ HIGHGA 5 / E�XST 24" H.P. SO.CAL GAS I I I BEGIN CURVE 1 g I I STA 33+27.83 C.L. L 53.50 R = STA 33+27.83 WALL 22 21 20 1 18 17 END CURVE FP 355.6 FP 355.4 FP 355.3 i FP 355.2 i FP 355.1 i FP 355.0 STA 33+64.63 C.L. i( STA 34+06.59 WALL MAj Cr 300 1 I I END PUBUC WALL - /CH L / J V SEE PRIVATE WALL PL I I STA. 33+84.63 C.L 11 UA /ir , I STA. 34+16.06 WALL TE PARK BOULEVARD (STA. 25+54.36 C.L. TO 34+84.63 C.L.) SCALE: 1" = 50' HORIZONTAL W `7 RK LNI = 0 GL NT 3j+00 { SEE SHEET B FOR CONTINUATION OF PUBUC WALL PLANS LINE TABLE UNEBARING SEE WALL 11 DISTANCE SECTION 6 S 4'13'11' W 1.08' L2 S 40'46'49" E N a /LOT SIDE vAMEs W � .Y To 83r L4 S 8857'39' E =SEC77ON SE 7 N.T.S. MONUMENT DETAILS --- 25+00 0 HIGHGATE PARK CNT = STA 10+00.OD CL HIGHGATE HEATH AVENUE CL TRACT BOUNDARY !i! FUTURE DEVELOPEMj5IYT 1� L1 C END CURVF` o m r n , ., I c I 'o .. STAC.L.25+87.86 C. 53.50 RT. STA 25+87.86 WALL _ W FOOLING EASEMENT I v FINAL MAP 23 o BEGIN CURVE-BEGN VIEW FENCE_ 2 3 3 2 j 2 j =9 STA 25+54.36 C.L 83.67 RT.FP 356.5 I FP 356.7 I FP 356.1 E Lx 7 STA. 25+42.35 WALL 'xY FP 356 5 ' .. FP 356.0 ATEEA11H AVENUE \ ..... VAIE J\ HIGHGA 5 / E�XST 24" H.P. SO.CAL GAS I I I BEGIN CURVE 1 g I I STA 33+27.83 C.L. L 53.50 R = STA 33+27.83 WALL 22 21 20 1 18 17 END CURVE FP 355.6 FP 355.4 FP 355.3 i FP 355.2 i FP 355.1 i FP 355.0 STA 33+64.63 C.L. i( STA 34+06.59 WALL MAj Cr 300 1 I I END PUBUC WALL - /CH L / J V SEE PRIVATE WALL PL I I STA. 33+84.63 C.L 11 UA /ir , I STA. 34+16.06 WALL TE PARK BOULEVARD (STA. 25+54.36 C.L. TO 34+84.63 C.L.) SCALE: 1" = 50' HORIZONTAL W `7 RK LNI = 0 GL NT 3j+00 { SEE SHEET B FOR CONTINUATION OF PUBUC WALL PLANS LINE TABLE UNEBARING 11 DISTANCE LI S 4'13'11' W 1.08' L2 S 40'46'49" E 16.03' L3 S 85'46'49' E 1.08' L4 S 8857'39' E 9.47' ..v.wfL o CURVE TABLE / CURVE RADIUS LENGTH TANGENT DELTA i C1 12.00' 18.74' 11.89' 8979'34" C2 95.06 45.52' 23.20' 27*27'07' 37 357.Op LS C3 115.00' 78.76' 40.99' 3994'2$ -3�9H `� I<~ -- -- TRI CT 7299 FP 354.9 T. eUN1y G I I I J 6 PENBERVAEWSAPAVSNUE SEPITALLLL 370 370 m ia-C,NFn _...N�-m� y�J ��+ ___-_ N-.KymM> 1JJ ,FO •___..�J b _ 1JJ bn[rFVQJ ,NO JtGY ,pmN�O'__.-___N mNOF. .1QJJ . mtQF_ 'I YQJI [MmFV 3WW[<mFV :. YFglqNnF.. _-..4FJ1 mMOO JGIn -0�o 1 6N_ Wov�x,',... J6 0pM+-.-. C6mfM+ 36'M+1Qy ,}M -O FQJ .}O YFIbWNM _.�F•iO7 __- J.0mNM - 3MmMM _� M J JM 30<M 68368 + + 3 +4II yN} N }+ + O-4O-¢� PS 366366 - � 364 N(n fYN (NNW (h .- 364 7.M (n S -.Y N VI (n N V1 V1 362 - 362 - 360 360 >. � _ ^ �4Y r 358 _ - -- _ -- - 358 4) 56 356 o T -- ---- -- - - - - IFLOWUNE TOP OF FOOTING --- FINISHED GRADE/--.-. LANDSCAPE GRADE - {_OF FOOTING - FLIjWUNE -. 14 'C BIR 0 FA CQ9NER - --_.-- 3 51W7 5/8* R 354 9JNgi RFD W11NE ON 3 5/8' X 2 1/4-X 7 5/8' Rm B� �� HIGHGATE 352 IW ED. TRAVERTINE x WU COLUMN �+ C 7-0 SO MM ASi COLMN CN' •T ON PPECAST 3 2 1/4'x ] 5/8' 'RED RKK ON ANGOR ED 8 0 Gm;T (RUNMNG BOND) 6' CGRa BLOC( ^' (SEE WALL SECTION 5) 3 5/6' x 2 1//4' x ] 5/8' NOTE: •m - - VOID s� VOID Rm seat MT1 WE MORTAR ALL DIMENSIONS RELATE TO THE 1u w >;350 1' x 21/4'x 7 511W (ROWEDGc-DouaLE Req OUTSIDE FACE OF BRICK F VOID SDNSET RED EMs( MIH 8 16.90 a w w w Evm (RUNNWG NO) O) 9(XIAGE INSTALLATION REQUIREMENTS u STAINLESS STEEL WALL NRHORS (7/4'x 2 1/2-) MDI. MOUNTED IDP d 9 _ o; 348 �w. F m. LL mm VOIDS eETME SHWAM & WALL. N. r. s. LL oioi O .. O bb ++ + +. -_-- p+ U 346 N WN �. N Ny O N 344 - 342 - -; 130.00 LF 30.00 LF 445.20• WALL SECTION 11 WALL SECTION 1 _. (SEE --SHEET 9A) _..-WALL SEcnGN s. _. --- '_ _.-_ _ (SEE SHEET 1) ____. _ -_-- '..,._ ____._. ,,. 338 '., (SEE SHEET 9A). - - - 336 29+00 30+00 31+00 32+00 33+00 34+0034+25 (STA. 25+42.35 WALL TO 34+16.06 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL Px 2 1/4'x 7 5/8' SUNSET RED BRIG( (TIDIER COURSE) 3 5/ex 2 1/Bx 7 5/8' SUNSET RED BMC( ROW= (ROUBLE ROW) 1Y OCD STANLESS STEEL � tETBAS MIH OEVELOPEMFNT LANAE PRECWST COLUMN CAP EASEMENT LEGEND: Q20' WIDE CITY OF BAKERSFIELD FEE PARCEL PER BK. 6155, PG. 933 O.R. ®C.L. 10' WIDE PG&E EASEMENT PER DOC. NO. 0208089237 O.R. 15' WIDE PG&E GAS PIPELINE EASEMENT PER BK. ® 3697, 666 O.R. QUITCLAIM DEED PER DOC. NO. 0200089565 O.R. INTEREST OF PG&E WAS CONVEYED TO SACRAMENTO MUNICIPAL UTIUTY DISTRICT. 50' WADE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ©20' WDE SOUTHERN CAUFORNIA GAS COMPANY PIPELINE EASEMENT PER ELK 5738, PG. 2035 O.R. R/W PA 9.5' LANDSCAPE 3.5' LOT 12 B BMOCK WALL ), -. OR NEW FENCE.' 2% MAX. PROPOSED CURB � �2% & GUTTER 2% 5' WIDE FINIS MEANDERING SIDEWALK TOE OF SLOPE (STA. 25+54.36 C.L. TO 34+84.63 C.L.) e HIGHGATE PARK BLVD. 7 SCALE: 1-=10' 3 5/8'X 2 1/4'X 7 5/8' SUNSET REO SICK MIH ME MMTAR (SODIER COURSE) 3 5/8'x 2 1/4'x 7 5/8' SUNSET RED MIG( MTN MMTIE MORTAR (ROWLDd!-DOUBLE ROW) 3 5/8'X 1 1/4-X ] 5/8` SUNSET M BMC( MIH ME MORTAR DKIM CORSE) 3 5/8% 2 11CX 7 5/8' SINN REO EMO( ON ME MORTAR (RUNNING SM) SCALE: 1" = 50' 1- 50' 25' 0' 50' 100' Know what's below. Call beforeyou dig. 14 'C BIR 0 FA CQ9NER (SEE WNL SECTION 6) 3 51W7 5/8* R 9JNgi RFD W11NE ON 3 5/8' X 2 1/4-X 7 5/8' Rm B� �� HIGHGATE IW ED. TRAVERTINE x WU COLUMN �+ C 7-0 SO MM ASi COLMN CN' •T ON PPECAST 3 2 1/4'x ] 5/8' 'RED RKK ON ANGOR ED 8 0 Gm;T (RUNMNG BOND) 6' CGRa BLOC( s (SEE WALL SECTION 5) 3 5/6' x 2 1//4' x ] 5/8' NOTE: •m - - Rm seat MT1 WE MORTAR ALL DIMENSIONS RELATE TO THE 1u 1' x 21/4'x 7 511W (ROWEDGc-DouaLE Req OUTSIDE FACE OF BRICK - SDNSET RED EMs( MIH I 16.90 M'aiOR IRS TO Evm (RUNNWG NO) O) 9(XIAGE INSTALLATION REQUIREMENTS STAINLESS STEEL WALL NRHORS (7/4'x 2 1/2-) MDI. MOUNTED IDP d BOTTOM EVERY 6 INCHES RUSK TO WNL MIN EPDXY & SHNL HAVE NO TYPICAL ENTRY MONUMENT AT HIGHGATE PARK BLVD & HIGHGATE HEATH AVENUE VOIDS eETME SHWAM & WALL. N. r. s. ENTRY MONUMENTS 0 EASEMENT LEGEND: Q20' WIDE CITY OF BAKERSFIELD FEE PARCEL PER BK. 6155, PG. 933 O.R. ®C.L. 10' WIDE PG&E EASEMENT PER DOC. NO. 0208089237 O.R. 15' WIDE PG&E GAS PIPELINE EASEMENT PER BK. ® 3697, 666 O.R. QUITCLAIM DEED PER DOC. NO. 0200089565 O.R. INTEREST OF PG&E WAS CONVEYED TO SACRAMENTO MUNICIPAL UTIUTY DISTRICT. 50' WADE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ©20' WDE SOUTHERN CAUFORNIA GAS COMPANY PIPELINE EASEMENT PER ELK 5738, PG. 2035 O.R. R/W PA 9.5' LANDSCAPE 3.5' LOT 12 B BMOCK WALL ), -. OR NEW FENCE.' 2% MAX. PROPOSED CURB � �2% & GUTTER 2% 5' WIDE FINIS MEANDERING SIDEWALK TOE OF SLOPE (STA. 25+54.36 C.L. TO 34+84.63 C.L.) e HIGHGATE PARK BLVD. 7 SCALE: 1-=10' 3 5/8'X 2 1/4'X 7 5/8' SUNSET REO SICK MIH ME MMTAR (SODIER COURSE) 3 5/8'x 2 1/4'x 7 5/8' SUNSET RED MIG( MTN MMTIE MORTAR (ROWLDd!-DOUBLE ROW) 3 5/8'X 1 1/4-X ] 5/8` SUNSET M BMC( MIH ME MORTAR DKIM CORSE) 3 5/8% 2 11CX 7 5/8' SINN REO EMO( ON ME MORTAR (RUNNING SM) SCALE: 1" = 50' 1- 50' 25' 0' 50' 100' Know what's below. Call beforeyou dig. LINE TABLE UNE BEARING DISTANCE Lt N 88'5739" W 9.47 CURVE TABLE CURVE RADIUS LENGTH TANGENT C1 115.00' 78.76' 40.99' 3914'24" C2 115.00' 100.36' 53.63' 50'00'05" EASEMENT LEGEND: Q20' WiOE CITY OF BAKERSFELD FEE PARCEL PER BK. 6155, PG 933 O.R. ©C.L. 10' 'WIDE PG&E EASEMENT PER DOC. NO. 0206089237 0.R. ©15' WIDE PG&E GAS PIPELINE EASEMENT PER BK 3697, 666 O.R. QUITCLAIM DEED PER DOC. NO 0200089565 O.R. INTEREST OF PG&E WAS CONVEYED TO SACRAMENTO MUNICIPAL UTIUTY DISTRICT. 50' WADE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ©20' YALE SOUTHERN CALIFORNIA GAS COMPANY PIPEUNE EASEMENT PER B.K. 5736, PG. 2035 O.R. P/L 2' WIDE FOOTING EASEMENT V PER C.O.B. DOC.g217066207 \J 6' MIN. BLOCK WALL 2X2% MAX. N 10' WADE /- MEANDERING PROPOSED CURB EX. GROUND _ _ SIDEWALK & GUTTER TOE OF SLOPE (STA. 35+28.04 C.L TO 39+16.56 C.L) A HIGHGA TE PARK BLVD. 8 SCALE: 1"=10' R/W PA Ii 9.5' ABBREVIATIONS VARIES ' LANDSCAPE 10.5' TO 13.5' 1 LOT 7 Ij Y n Y w 6' MIN. EG EXISTING GRADE m BLOC( wl WALL FG FINISHED GRADE 0 � Y 2 I 23% MAX. 2% F8 5' WADE xg PROPOSED CURB MEANDERING & GUTTER SIDEWALK O TOE OF SLOPE (STA. 35+31.42 C.L TO 39+16.56 C.L) B HIGHGA TE PARK BLVD. tg SCALE: 1--10' INTERSECTION STA. 34+29.63 GL HIGHGATE PARK CNT = y5,1 STA 1G+OO.DO C.L. PEMBERLEY CNT . . I i I 00 DIST. 21 H.P.JDCAL GAS PIPELINE 7 FOR 7'RACT 7300 UNI7" I 16 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 STA. 34+27.68 WALL STA 35+28.04 WALL SIA SS+31.42 UL bS.SU KI. _ STA 35+31.42 WALL STA 34+43.19 WALL Fir rU (.//if' DEVELOPEYIENT WALL 'DOTING EASEMENT PER DOC(G17066207 f0 Q c0 c PAS ..l A-1 CURB & I FLOVAINE m CO I WALL FOOTING EASEMENT / PER FINAL IMAPEND WALL-MATCHI STA. 39+16.56 GLSHEET 53.50 RT = 2 5 I 2 4 1 2 3 STA 39+16.56 WALL I I , FP 356.0FP 356.2 I FP 356.2 / 22 7A CT 7299 FP 356.4 UNIT S HIGHGATE PARK BOULEVARD (STA. 34+29.63 C.L. TO 40+69.59 C.L.) SCALE: 1" = 50' HORIZONTAL SEE SHEET 2 PUBLIC ENTRY -GATE DETAILS 342 34+00 35+00 36+00 37+00 38+00 (STA. 34+27.68 WEST WALL TO 39+16.56 WEST WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 0 0 Ii ABBREVIATIONS m N FL F2auNE O Ij CL CENTERLINE n Y it I EG EXISTING GRADE a6 I O FG FINISHED GRADE O � Y �a I �z i I I xg Y li O Y m m OZ c0 U0 a AfN ELEV ELEVATION Z i4 < 0 w EC END CURVE m m 3 1 TC TO/ OF CURB _ , �YM TW TOP O WALL yWd� �p � WI WALL SECTION PROPOSED WALL ELETTER �.s SXISTING WALL Know What's below. + Call before you dig. Yrimed�Y3 Ww�ajao A SECTION LINE N M U -6 [r C3 YI W } + + + rca + �'�' + F + S M g C M w w N m N s m w w n w Cz a w V A aCrcN a d eY 7nn a i�n ev o b' h EY h er h FY h < I-- IL F O F ibmw�mNtaw � O G U U _ � � J EzsY is U Y1 ��y�a W , W pp i W + £ 0 I I I - I Y - - I -- -.- -- - - - +9�+� VL FL 0 NE I FINISHED ADE LOT SDE FEE Q D 18' LANDSCAPE GRADEm °wm�ia-ni TORM DRAIN w >y Ny N w m ++ Y+ + N Y O+ Gw �+ EXI SING 34* PG&E �i d o w ¢ y m H.P. GAS PIP NE . t34PGajE — WALL SE TION 1 (SEE SET 1) 342 34+00 35+00 36+00 37+00 38+00 (STA. 34+27.68 WEST WALL TO 39+16.56 WEST WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 0 0 Ii ABBREVIATIONS m N FL F2auNE O Ij CL CENTERLINE n Y it I EG EXISTING GRADE a6 I FG FINISHED GRADE w m �a I �z i I I xg M li N �J m m OZ c0 U0 a ELEV ELEVATION Z i4 < 0 �mfwdK�m EC END CURVE W U W m 3 1 TC TO/ OF CURB , �YM TW TOP O WALL yWd� m � WI WALL SECTION PROPOSED WALL ELETTER SXISTING WALL Know What's below. s Aa Call before you dig. Yrimed�Y3 Ww�ajao mmwFNd+ A SECTION LINE M U SHEET SECTION IS LOCATED �P rca w s +N+ a V A aCrcN • �I � J a o Z 0 > m UIm < I-- IL F O lIi�l ibmw�mNtaw � O G U U _ � � J EzsY is U Y1 ��y�a W , W pp W + £ 0 I - +9�+� FLOWU FEE Q D 18' LANDSCAPE GRADEm °wm�ia-ni TORM DRAIN �i . t34PGajE m HI. WALL CTION (SEE SHEET 1) 34+25 35+00 36+00 37+00 38+00 (STA. 34+43.19 EAST WALL TO 39+16.56 EAST WALL) SCALE: i" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL J/L 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 39+00 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 I I Ii ABBREVIATIONS m N FL F2auNE O Ij CL CENTERLINE n Y it I EG EXISTING GRADE a6 I FG FINISHED GRADE w m �a I �z i I I xg M li N �J m m OZ c0 U0 a ELEV ELEVATION Z i4 < 0 EC END CURVE W U W m 3 1 TC TO/ OF CURB , �YM TW TOP O WALL ® O 7 � "! m � WI WALL SECTION PROPOSED WALL ELETTER SXISTING WALL Know What's below. s Aa Call before you dig. G gII I I I I I i I i I i I 1 � I N I i i ! MING AVENUE (SFE SHEET 4) PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTIUTIES BEFORE YOU DIG, GRADE, OR EXCAVATE- ANY XCAVATEANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (NTH 3 FT. OF UNDISTURBED SOL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMIS90N LINE. LEGEND: ABBREVIATIONS m N FL F2auNE O SCALE: 1" = 50' CL CENTERLINE QQgOFESS/0,1,. 50' 25' O' 50' TOO' EG EXISTING GRADE Z= FG FINISHED GRADE w m V Q 'No.@61g2 M LS LANDSCAPE N m m OZ c0 U0 a ELEV ELEVATION Z i4 < 0 EC END CURVE W U W BC BEGIN CARVE 3 1 TC TO/ OF CURB N K w TW TOP O WALL ® O 7 � "! m � WI WALL SECTION PROPOSED WALL ELETTER SXISTING WALL Know What's below. CTION Call before you dig. G 1 y A SECTION LINE M U SHEET SECTION IS LOCATED �P CITY RECORDS NO: m N O w Z= V Q O M N N m m OZ c0 U0 a Z i4 < 0 k o W U W 3 1 w � 0 I 0 N K w m m � H G 1 y M U > z �P w s a V A co _ C� Z Q • �I � J a o Z 0 > m UIm < I-- IL F O Z < O G U U _ � � J is U W , W pp W + LL 0 SOW 3 5/8"x 2 1/4"x SUNSET RED BRICK WALL SECTION 9 2' FOOTING EASEMENT TO HE DEDICATED WATH THE FINAL MAP OR BY SEPARATEINSTRUMENT 2" AS INDICATED ON PLAN WALL SECTION 10 SOLID 3 5/8'x 2 1/4'x 7 5/8'2' FOOTING EASEMENT SUNSET RED BRICK HEADER R TO BE DEDICATED WITH THE FINAL MAP OR BY 3 5/8'x 1 1/4% 7 51W 2" SEPARATE INSTRUMENT SUNSET REO BRICK VENEER I AS INDICATED ON PLAN 3 5/8'x 1 1/4"x 7 5/8" (SOLDIER COURSE) SUNSET RED BRICK VENEER /5 CONT. BOND BEAM (SOCOURSE) /5 CONT. BOND BEAM (1t' FROM THE TOP) LOT SIDE �f (12' FROM THE TOP) STUCCO STREET SIDE (BROWN COAT, 2 1/4' x 1' x 7 5/8" SUNSET /4 "VERY BAR AT 32" O.C. COLOR 001E OMEGA II), ALL WALLS RED BRICK VENEER WATH WHITE (CENTERED IN WALL) EXCEPT CORNER CHAMFERS SEALANT TO BE APPLIED MORTAR, RUNNING BOND (20" MIN. IN SPLICE) 2 1/4"x 1" x 7 5/8" BY WAIL CONTRACTOR (CORNER CHAMFER WALL ONLY) AP SUNSET RED BRICK VENEER�+ STUCCO STREET SIDE (BROWN COAT, o LEGEND. WATH WHITE MORTAR RUNNING BOD 04'L' BAR AT 24' O.C. g SEALANT TO BE APPLIED rg COLOROM OR COTE EGA II), ALL WALLS (CORNER CHAMFER WALL ONLY) (CENTERED N WALL) Ys i EXCEPT CORNER CHAMFERS BY WALL CONTRACTOR ABBREVIATIONS #5 CONT BOND BEAM t(2D" MIN' SPLICE) o w s a 6.47AO' CONCRETE BLOC( FL FLOWAINE (AT MID HEIGHT) /—LOT SIDE �� `� w STREET SIDE CL CENTERUNE / m TRNEATLY GROUT CAVITY "" EG E%1STING GRADE 6'x8x18CONCRETE BLOCK #5 CONT. BOND BEAM (AT MID HEIGHT)FINISHED GRADE FG FINISHED GRADE I FINISHED GRADE GB GRADE BREAK STREET SIDE __x I WR7- - - LS LANDSCAPE FIRST COURSE TO CONSIST OF ELEV ELEVATION UNMO2TARID HEAD JOINTS TO 3.75' EC END CURVE GROUT SCUD ALL CAVITIES ALLOW FOR DRAINAGE s GROUT SOLID ALL CAVITIES BC BEGIN CURVE "' LANDSCAPE GRADE VARIES - 8 COURSES O 8'x8'%76" X TC RHP OF CURB 15" 12' (6' MN.) ' CONCRETE BLOCK IL /4 'L' BAR AT 16' O.C. � _ - (E(TEND TO 20* ABOVE TW TOP O WAIL a�' �� 4 EA. [4 BAR O 8" O.C. I TW OF FOOTING) WE WALL SECTION � " -�, �� 4 BARO 9" O.C. EXISTING WALL LANDSCAPE FIRST COURSE ro CONSIST OF PROPOSED WALL 3'%3"X3" CONCRETE BLOCKLjj 3 GRADE COON LETTER rueinc cueii nc Ilan m ./�UNMORTARID HEAD JOINTS TO ------- A SECTION LINE SHEET SECTIO! IS LOCATED WALL SECTION 11 LANDSCAPE GRADE VARIES (6" MN.) n 01 5 EA. #4 BAR 0 V O.C. 3"%3"X3" CONCRETE BLOCK 3" N BAR O 9' O.C. CHAIRS SHALL BE USED TO 48" PLACE FOOTING REBAR WALL SECTION 12 1. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 2. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 3. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 2. 5 N.UGLR A. M, R.C.E. 33322 Y 15--17 CANCEL PADILLA DALE R.CE. 67003 67 -N'7-4 f O Know what's below. Call before you dig. SOJD 3 5/8'x 2 ICK 7 5/8'HEADER ADER SUNSET BRICK 3 5/8"x 1 1/4"x 7 5/8' SUNSET RED BRICK VENEER (SOLDIER COURSE) CONT. BOND BEAM 7 FOOTING EASEMENT R 10 BE DEDICATED "SUNSETRED THE FINAL MAP OR 2" SEPARATE INSTRUMENT AS INDICATED ON PLAN LOT SIDE BY (1t' FROM THE TOP) (1 �� SOLID 3 5/8"x 2 1/4'x 7 5/8" 7 FOOTING EASEMENT R T BE OE1%CATED WITH 2 1/4' x 1" x 7 5/8' SUNBLT T-4' TO 10'-8" WALL: SUNSET RED BRICK HEADER THE Fl NAL MAP OR BY RED BRICK VENEER WITH WHITE MORTAR, RUNNING BOND 14 'VERY BAR AT 32' D.C. 3 5/8"x 1 1/47x 7 5/8" — SEPARATE INSTRUMENT 2•• AS INDICATED ON PLAN (CORNER CHAMFER WALL ONLY) (CENTERED N WAIL) (20° MN. LAP SPLICE) s SUNSET RED BRICK VENEER STUCCO STREET SIDE (BROWN COAT. (SAILOR COURSE) OMEGA ALL WAILS CUCORNER SEALANT ro BE APPLIED #5 CONE BOND BEAM LOT SIDE �f f- E%CEPTCOLOR CHAMTE FERS BY WALL CONTRACTOR (12' FROM THE TDP) 6%8'A6" CONCRETE BLOCK 8'-0" WALL SECTION: /4'C BAR AT 24" O.C. STREET SIDE �� m 6'x8"x16" CONCRETE BLOC( (CENTERED IN WALL) N /5 CONL BOND BEAM GROUT CAM o SIDE (20" MIN. LAP SPLICE) (AT MID HEIGHT) tL/NEATLY FINISHED GRADE STUCCO STREET 7'-4' WALL SECTION: z (BROWN COAT) /4 BAR AT 32' O.C. o I 16-0" WALL e "L" (COOK OMEGA II COAT) (CENTERED IN WALL) f < GROUT SOLID ALL CAVITIES /4 BAR AT 16" OX /5 CONT. BOND BEAM t (20' MIN. LAP SPLICE)`O Q w (EXTEND TO 20" ABOVE (AT MD HBGHT) •y. })j 5 EA. (9'-41 6 EA. (10-0%, 7 TOP OF FOOTING) o Id SEALANT TO BE APPLIED fi iid-8" T- EA (11Y-B")COCRETE WALL "L" 0 0 GROUT SOLID ALL CAVITIES BY WALL CONTRACTOR BL CK 8"x8"%18" CONCRETE BLOCK BAR AT 8' O.C. STREET SIDE �f (EXTEND LABOVE (E TOP OF FOOTING) ) FINISHED GRADE >- RST COURSE TO CONSIST OF LANDSCAPE GRADE FIRST COURSE TO CONSIST OF< m n ULL O HEAD JOINTS TO 2% I UNMO2TARED HEAD JOINTS TO LANDSCAPE FOR ALLOW FOR DRAINAGE LANDSCAPE GRADE VARIES ALL FOR DRAINAGE GRADE 16" MAX. (7'-4") (6' MN.) '�'_ =18"` ' 16" LANDSCAPE GRADE VARIES x''17'"': (8' MIN.) 12" 24" MAX. 8'-D' n '. a � , 4 EA. �i BAR O tr O.0 5 EA S4 BAR 0 V O.C. — 14 BAR 0 9' O.C. 3"%3"%3' CONCRETE BLOCK 3^ /4 BAR 0 9' O.C. 3'%3'X3' CONCRETE BLOCK 3., CHAIRS SHALL BE USED TD— 42" CHAIRS SHALL BE USED TO 30" CHAIRS PLACE FOOTING REBAR PLACE FOOTING REBAR SOW 3 5/8"x 2 1/4"x SUNSET RED BRICK WALL SECTION 9 2' FOOTING EASEMENT TO HE DEDICATED WATH THE FINAL MAP OR BY SEPARATEINSTRUMENT 2" AS INDICATED ON PLAN WALL SECTION 10 SOLID 3 5/8'x 2 1/4'x 7 5/8'2' FOOTING EASEMENT SUNSET RED BRICK HEADER R TO BE DEDICATED WITH THE FINAL MAP OR BY 3 5/8'x 1 1/4% 7 51W 2" SEPARATE INSTRUMENT SUNSET REO BRICK VENEER I AS INDICATED ON PLAN 3 5/8'x 1 1/4"x 7 5/8" (SOLDIER COURSE) SUNSET RED BRICK VENEER /5 CONT. BOND BEAM (SOCOURSE) /5 CONT. BOND BEAM (1t' FROM THE TOP) LOT SIDE �f (12' FROM THE TOP) STUCCO STREET SIDE (BROWN COAT, 2 1/4' x 1' x 7 5/8" SUNSET /4 "VERY BAR AT 32" O.C. COLOR 001E OMEGA II), ALL WALLS RED BRICK VENEER WATH WHITE (CENTERED IN WALL) EXCEPT CORNER CHAMFERS SEALANT TO BE APPLIED MORTAR, RUNNING BOND (20" MIN. IN SPLICE) 2 1/4"x 1" x 7 5/8" BY WAIL CONTRACTOR (CORNER CHAMFER WALL ONLY) AP SUNSET RED BRICK VENEER�+ STUCCO STREET SIDE (BROWN COAT, o LEGEND. WATH WHITE MORTAR RUNNING BOD 04'L' BAR AT 24' O.C. g SEALANT TO BE APPLIED rg COLOROM OR COTE EGA II), ALL WALLS (CORNER CHAMFER WALL ONLY) (CENTERED N WALL) Ys i EXCEPT CORNER CHAMFERS BY WALL CONTRACTOR ABBREVIATIONS #5 CONT BOND BEAM t(2D" MIN' SPLICE) o w s a 6.47AO' CONCRETE BLOC( FL FLOWAINE (AT MID HEIGHT) /—LOT SIDE �� `� w STREET SIDE CL CENTERUNE / m TRNEATLY GROUT CAVITY "" EG E%1STING GRADE 6'x8x18CONCRETE BLOCK #5 CONT. BOND BEAM (AT MID HEIGHT)FINISHED GRADE FG FINISHED GRADE I FINISHED GRADE GB GRADE BREAK STREET SIDE __x I WR7- - - LS LANDSCAPE FIRST COURSE TO CONSIST OF ELEV ELEVATION UNMO2TARID HEAD JOINTS TO 3.75' EC END CURVE GROUT SCUD ALL CAVITIES ALLOW FOR DRAINAGE s GROUT SOLID ALL CAVITIES BC BEGIN CURVE "' LANDSCAPE GRADE VARIES - 8 COURSES O 8'x8'%76" X TC RHP OF CURB 15" 12' (6' MN.) ' CONCRETE BLOCK IL /4 'L' BAR AT 16' O.C. � _ - (E(TEND TO 20* ABOVE TW TOP O WAIL a�' �� 4 EA. [4 BAR O 8" O.C. I TW OF FOOTING) WE WALL SECTION � " -�, �� 4 BARO 9" O.C. EXISTING WALL LANDSCAPE FIRST COURSE ro CONSIST OF PROPOSED WALL 3'%3"X3" CONCRETE BLOCKLjj 3 GRADE COON LETTER rueinc cueii nc Ilan m ./�UNMORTARID HEAD JOINTS TO ------- A SECTION LINE SHEET SECTIO! IS LOCATED WALL SECTION 11 LANDSCAPE GRADE VARIES (6" MN.) n 01 5 EA. #4 BAR 0 V O.C. 3"%3"X3" CONCRETE BLOCK 3" N BAR O 9' O.C. CHAIRS SHALL BE USED TO 48" PLACE FOOTING REBAR WALL SECTION 12 1. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 2. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 3. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 2. 5 N.UGLR A. M, R.C.E. 33322 Y 15--17 CANCEL PADILLA DALE R.CE. 67003 67 -N'7-4 f O Know what's below. Call before you dig. LEGEND: ABBREVIATIONS FL FLOBLNE CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION EC END CURVE BC BEGIN CURVE TC TOP OF CURB TW TOP OF WALL Wi WALL SECTION ® PROPOSED WALL s EXISTING WALL SECTION LETTER ASECTION LINE SHEET SECTION IS LOCATED SOLD 3 5/8"x 2 1/4'x 7 5/8' SUNSET RID BRICK HEADER 3 5/8"x 1 1/47x 7 5/8' SUNSET RED BRICK VENEER (SOLDER COURSE) STUCCO STREET SIDE (BROWN COAT, J COLOR COTE OMEGA H), ALL WALLS EXCEPT CORNER CHAMFERS 2 1/4°x 1' x 7 5/8° SUNSET RED BRICK VENEER NTH WHITE MORTAR RUNNING BOND (CORNER CHAMFER WALL ONLY) g5 DONT. BOND BEAM (AT MID HEIGHT) � 6',8"x16° CONCRETE BLOCK STREET SIDE GROUT SOLD ALL LANDSCAPE GRADE VARIES (6" MIN.) 7 FOOTING EASEMENT TO BE DEDICATED WITH THE FINAL MAP DR BY SEPARATE INSTRUMENT 2' AS INDICATED O.1 PUN #5 DONT. BOND BEAM N. R FOOTING SOLD 3 5/8°x 2 1/4"-/8- 5/8° R 7 FOOTING EASEMENT TO BE DEDICATED WITH THE FINAL MAP OR BY 3 5/8"x 1 1/ex 7 5/8" NEATLY GROUT CAVITY SUNSET RED BRICK HEADER TO BE DEDICATED WITH THE FINAL MAP OR BY FOOTING TO BE IGNORED FOR PASSIVE AS INDICATED ON PLAN BY WALL CONTRACTOR 3 5/8"x 1 1/4°x 7 5/8° 2" SEPARATE INSTRUMENT BY WALL CONTRACTOR o EXCEPT CORNER CHAMFERS 8"x8°x16° CONCRETE BLOCK SUNSET RED BRICK VENEER AS INDICATED ON PLAN #4 "L' BAR AT 24° D.C. (EXTEND TO 20" ABOVE o MORTAR, RUNNING BOND ' (SOLDIER COURSE) --(CENTERED IN WALL) q4 "VERT' BAR AT V D.C. LANDSCAPE s 05 CONT. BOND BEAM LOT SIDE y w Se LOT SIDE (12° FROM THE TOP) SOLID 3 5/8°x 2 1/4"x 7 5/8° 2' FOOTING EASEMENT R TO BE DEDICATED WITH z 2 1/$ x 1" x 7 5/8" SUNSET 9'-4' TO 10'-B" WALL SUNSET RED BRICK HEADER THE FINAL MAP OU BY RED BRICK WNEER�NTH WHIETE RED BRICK VENEER PATH NHNE I MORTAR, RUNNING BOND ° VERT" BAR AT 32" O.C. 3 5/8"x 1 1/4'x 7 5/8" SEPARATE INSTRUMENT 2 AS INDICATED ON PLAN COLOR COTE OMEGA II), ALL WALLS (CORNER CHAMFER WALL ONLY) --(CENTERED - IN WALL) SUNSET RED BRICK VENEER EXCEPT CORNER CHAMFERS BY WALL CONTRACTOR (20" MIN. LAP SPLICE) (SAILOR COURSE) FIRST COURSE TO CONSIST OF 6°,8'x16" CONCRETE BLOC( STUCCO STREET ADE (BROWN COAT,—,/ OAT, SEALANT TO BE APPLIED /5 CONT. BOND BEAM LOT SIDE _�� - _LANDSCAPE GRADE VARIES I COLOR COTE OMEGA II), ALL WALLS EXCEPT CORNER CHAMFERS BY WALL CONTRACTOR s (12° FROM THE TOP) (6' MIN.) (AT MID HEIGHT) I 6%8-.16- CONCRETE BLOC( 20° 8•-0" WALL SECTION: #4'L" BAR AT 24" O.C. STREET SIDE ` 6"x8°x16° CONCRETE BLOC( vWoi ((ENTERED IN WALL) i.51N. p5 CONT. BOND BEAM NEATLY GROUT CAVITY z STUCCO STREET ADE (2(Y MIN. LAP SPLCE) w $ (AT MID HEIGHT) FINISHED GRADE PLACE FOOTING REBAR T-4° WALL SECTION: z .f 5a (BROWN COAT) BAR AT 32" 0.0 o o a , 9'-4" & 10'-0" ( COLOR OMEGA II COAT) CENTERED IN WALL w ( ) m Z GROUT SOLID ALL CAVITIES $4'L° BAR AT 16° O.0 ` /5 CONT. BOND BEAM (20° MIN. LAP SPLICE) (EXTEND TO 20' ABOVE (AT MID HEIGHT) s " SEA. (9'-4°), 6EA (10'-0"), 7 TOP OF FOOTING) - SEALANT TO BE APPLIED o EA (10'-87 COURSES OF 10-8° WALL• -� 0 0 °L" GROUT SOLD ALL CAVITIES BY WALL CONTRACTOR 8°x8'Xi6° C 4 BAR AT 8° O.0 %�- /'— STREET SIDE -�� (EXTEND TO 20" ABOVE ' f FINISHED GRADE ' TOP OF FOOTING) FIRST COURSE TO CONSIST OF LANDSCAPE FIRST COURSE TO CONSIST OF, a UNMORTARED HEAD JOINTS TO (' UNMORTARED HEAD JGNTS TO LANDSCAPE u ALLOW FGR DRAINAGE LANDSCAPE GRADE VARIESALL FOR DRAINAGE GRADE GRADE VARIES 12• 12•• 16" MA% (i-4") (6' MIN.)' AREBAR i6"LANDSCAPE (6° MIN.)— 24° MAX 8' O" N.as_MN.I 4 EA. #4 BAR 0 8" O.0 — 5 EA. #4 BAR 0 9" O.C. —#4 BAR 0 9' O.0 3"%3°X3° CONCRETE3'• /4 BAR 0 9O.03°%3"X3° CONCRETE BLDIX 3" CHAIRS SHALL BEUCHAIRS SHALL BE USED TO 30" PLACE FOOTING42 PLACE FOOTING REBAR WALL SECTION 9 WALL SECTION 10 SOLD 3 5/8"x 2 1/4'x 7 5/8' SUNSET RID BRICK HEADER 3 5/8"x 1 1/47x 7 5/8' SUNSET RED BRICK VENEER (SOLDER COURSE) STUCCO STREET SIDE (BROWN COAT, J COLOR COTE OMEGA H), ALL WALLS EXCEPT CORNER CHAMFERS 2 1/4°x 1' x 7 5/8° SUNSET RED BRICK VENEER NTH WHITE MORTAR RUNNING BOND (CORNER CHAMFER WALL ONLY) g5 DONT. BOND BEAM (AT MID HEIGHT) � 6',8"x16° CONCRETE BLOCK STREET SIDE GROUT SOLD ALL LANDSCAPE GRADE VARIES (6" MIN.) 7 FOOTING EASEMENT TO BE DEDICATED WITH THE FINAL MAP DR BY SEPARATE INSTRUMENT 2' AS INDICATED O.1 PUN #5 DONT. BOND BEAM N. R FOOTING SUNSET RED BRICK HEADER —(12° FROM THE TOP) TO BE DEDICATED WITH THE FINAL MAP OR BY 3 5/8"x 1 1/ex 7 5/8" NEATLY GROUT CAVITY SEALANT TO BE APPLIED SUNSET RED BRICK VENEER FOOTING TO BE IGNORED FOR PASSIVE AS INDICATED ON PLAN BY WALL CONTRACTOR RETAINING. SEE NOTE 2. COLOR COTE OMEGA H), ALL WALLS BY WALL CONTRACTOR o EXCEPT CORNER CHAMFERS 8"x8°x16° CONCRETE BLOCK 0 AT 16° D.C.x #'4 °L° BAD.0in #4 "L' BAR AT 24° D.C. (EXTEND TO 20" ABOVE o MORTAR, RUNNING BOND ' 2 1/4° x 1° x 7 5/8" SUNSET --(CENTERED IN WALL) q4 "VERT' BAR AT V D.C. LANDSCAPE s (20' MIN. SPLICE) o y w Se LOT SIDE i uo z FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO a ALLOW FOR DRAINAGE g i 4 EA. 04 BAR 0 9° O.C. n — — #4 BAR 0 9° O.C.3'• 33" WALL SECTION 11 SOLD 3 5/ex 2 1/4°x 7 5/8° N. R FOOTING SUNSET RED BRICK HEADER 6'-0" MIN. MEASURED FROM GROUND AT TO BE DEDICATED WITH THE FINAL MAP OR BY 3 5/8"x 1 1/ex 7 5/8" NEATLY GROUT CAVITY 2" SEPARATE INSTRUMENT SUNSET RED BRICK VENEER FOOTING TO BE IGNORED FOR PASSIVE AS INDICATED ON PLAN (SOLDIER COURSE) RETAINING. SEE NOTE 2. COLOR COTE OMEGA H), ALL WALLS BY WALL CONTRACTOR o EXCEPT CORNER CHAMFERS 8"x8°x16° CONCRETE BLOCK 15 CONT. BOND BEAN (12' FROM THE TOP) AT 16° D.C.x #'4 °L° BAD.0in LOT SIDE (EXTEND TO 20" ABOVE o MORTAR, RUNNING BOND ' 2 1/4° x 1° x 7 5/8" SUNSET (CORNER CHAMFER WALL ONLY) q4 "VERT' BAR AT V D.C. LANDSCAPE RED BRICK VENEER PATH WHITE ' ,(CENTERED IN WALL) ((CECEAL) 3.75' MORTAR, RUNNING BOND MIN. LAP (CORNER CHAMFER WALL ONLY) z #4 "L" BAR AT 16' O.0 g w � RED BRICK WNEER�NTH WHIETE STUCCO STREET SIDE (BROWN COAT, (EXTEND TO 20" ABOVE o MORTAR, RUNNING BOND COLOR COTE OMEGA II), ALL WALLS TOP OF POUTING) SEALANT TO BE APPLIED (CORNER CHAMFER WALL LY) ON EXCEPT CORNER CHAMFERS BY WALL CONTRACTOR LANDSCAPE FIRST COURSE TO CONSIST OF 6°,8'x16" CONCRETE BLOC( GRADEUNMORTARED = STREET SIDE HEAD JOINTS TO _LANDSCAPE GRADE VARIES I 15 COIL BOND BEAM ALL W FOR DRAWNAGE" NEATLY GROUT CAVITY (6' MIN.) (AT MID HEIGHT) I FINISHED GRADE 20° GROUT SOLID ALL CAVITIES 8 COURSES OF 8"x8'X16' CONCRETE BLOCK$4 °L" BAR AT 16" O.C. (EXTEND TO 20" ABOVE TOP OF FOOTING) LANDSCAPE FIRST COURSE TO CONSIST OF GRADE UNMORTARED HEAD JOINTS TO ANDSCAPE GRADE VARIES 'A 2% ' ALL W FOR DRAINAGE (6' MIN.) '20" ' 20° .8.5�IN i — 5 EA. p4 BARO 9" O.C. SX3"X3" CONCRETE BLOCK 3'• {4 BAR 0 9° D.C. CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 48" WALL SECTION 12 i. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 2. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. (CENTERED IN WALL) NEATLY GROUT CAVITY 3. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 2. COLOR COTE OMEGA H), ALL WALLS BY WALL CONTRACTOR o STREET SIDE 2' FOOTING EASEMENT TO BE DEDICATED WITH THE FINAL MAP OR BY Z SEPARATE INSTRUMENT AS INDICATED ON PIAN LOT SIDE 6' HIGH MIN. WROUGHT SOLD 3 5/8"x 2 1/4"x 7 5/8° SUNSET RED BRICK HEADER 6",8°x16' CONCRETE BLOCK 44 "VERY BAR AT 32° O.0 (TOP COARSE) (CENTERED IN WALL) NEATLY GROUT CAVITY (20° MIN. LAP SPLICE) (CENTERED IN WALL) GROUT SOLD ALL CAVITIES FINISHED GRADE STUCCO STREET SIDE (BROWN GOAT, SEALANT TO BE APPLIED COLOR COTE OMEGA H), ALL WALLS BY WALL CONTRACTOR o EXCEPT CORNER CHAMFERS 8"x8°x16° CONCRETE BLOCK 4' x 1' " 7 5 8SUNSET 2 1- / / AT 16° D.C.x #'4 °L° BAD.0in RED BRICK VENEER PATH WHITE (EXTEND TO 20" ABOVE o MORTAR, RUNNING BOND ' TOP OF FOOTING) (CORNER CHAMFER WALL ONLY) BY WALL CONTRACTOR LANDSCAPE FIRST COURSE TO CONSIST OF ° LANDSCAPE GRADE VARIES IGRADE 2z ` 6"MIN ) 18" UNMORTARED HEAD JOINTS TO o ,ALL?W FOR DRAINAGE 16" ( _ - 8.5° MIN, — 1 5 EA g4 BAR 0 9' D.C. 3°X3°X3° CONCRETE BLOCK 3" /4 BAR 0 9" OC, CHAIRS SHALL BE USED TO PLACE FOOTING REBAR 42 WALL SECTION 13 2' FOOTING EASEMENT --' R TO BE DEDICATED WITH THE FINAL MAP OR BY 2" SEPARATE INSTRUMENT AS INDICATED ON PLAN LOT SIDE STREET SIDE HIGH MIN. WROUGHT AN FENCE SOLID 3 5/8*x 2 1/4'x 7 5/8° SUNSET REO BRICK HEADER #4 °VERY BAR AT 32" O.C. 6",8°x16" CONCRETE BLOC( (CENTERED IN WALL) (TOP COARSE) (20" MIN. LAP SPLICE) GROUT SOLD ALL CAVITIES FINISHED GRADE STUCCO STREET SIDE (BROWN COAT, SEALANT TO BE APPLIED COLOR COTE OMEGA II), ALL WALLS BY WALL CONTRACTOR EXCEPT CORNER CHAMFERS 3.75' 8"x8°x16° CONCRETE BLOCK #4 "L" BAR AT 16' O.0 g w � RED BRICK WNEER�NTH WHIETE (EXTEND TO 20" ABOVE o MORTAR, RUNNING BOND TOP OF POUTING) (CORNER CHAMFER WALL LY) ON LANDSCAPE FIRST COURSE TO CONSIST OF GRADEUNMORTARED = HEAD JOINTS TO _LANDSCAPE GRADE VARIES I ALL W FOR DRAWNAGE" (6' MIN.) - 20',... ' 20° i2 i.51N. 5 EA. /4 BAR 0 9° O.C. 3°X3'X3' CONCRETE BLOCK3' /4 BAR 0 9° O.C. CHAIRS SHALL BE USED TO 48 ` PLACE FOOTING REBAR .f 5a ✓ WALL SECTION 14 41 15 Know what's below. Call before you dig. SII