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HomeMy WebLinkAbout1.4-7299 & 7300 RevisedGENERAL 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 11, 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 Socks of Cement (min) per Cubic Yard. 3. 1 1/2" Ag rege (max). 4. 4" Slump max)at. C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-90 2. Pacific Clay Modular Face Brick, Sunset Red: ASTM C-216 3. Reinforcing Materials: ASTM A615, Grade 60 deformed. 4. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI ® 7 days and 1800 PSI ® 28 days. C. Grout: 1. Strength: 1500 PSI ® 7 days and 2500 PSI ® 28 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. 3. "Wet -setting" of the first course of block will be allowed. NOTES BERRENDA MESA WATER STORAGE DISTRICT t- -- - - - - - - - - --- - MING? AVENUE PROPOSED BLOCK WALL: -_,.,I PROPOSED BLOCK WALL--,_, �1 21 4 4 19 18 17 16 13 14 13 i2 ,0 ® 20 19 17 18 15 14 13 12 „ , 2 3 4 5 8 7 5 9 . 1 ! `� 10 \, - - - - -- - -- - -- - �� - - - - - - BAROON BECK AVENUE- - - - - - - ` - - � OF9 �;3 23 -- -- - -I--�- -- - AT TI9 Y 32 31 30 �- 8 7 9 1 2UNIT 5 6 7 s 9CF10 ® 19 ti 14 13 g 12 \ 24 I 3 s i e 0 1_ _ I m \� ! 25 0 i I 1 I 1 -1 ( 7 I ( 1 1 1 i I is 12 4 •� 8 9 ,0 11 12 13 14 15 16 17 I r...., />' W 24 W 26 27 28 I I ( ( r I t1 �` 12 13 .T w 18 17 ® 11 '1 1 CL ,� ! rCL � , ` Flao wAY ,� s �- -. TON avE ,o �� �'-aeuRY AVENUE_ - ``--- 2 IQ 26 \ N I CITY'OF BAKERSFIELD KERN COUNTY CALIFORNIA WALL FOR • OFFM ONET �► � TACT 7299 SIT L � MING AVE�NUE & HIGHGATE PARK BLVD. -.t 2' FOOTING EASEMENT TO BE DEDICATED WITH " " " THE FINAL MAP OR BY (PRIVATELY MAINTAINED) MC T MAP SOLID 3 5/8 x 2 1/4 x 7 5/8 2» SEPARATE INSTRUMENT M -�•. SUNSET RED BRICK HEADER AS INDICATED ON PLAN ! SCALE: 1"=200' t6 15 3 5/8"x 1 1/4"x 7 5/8" 7 SUNSET RED BRICK VENEER _ ' EIDENOTES SHEET NUMBER FOR WALL (SOLDIER COURSE)LOT SIDE.7 Ivy. ,_ " " . 2' FOOTING EASEMENT #5 CONT. BOND BEAM 9 VERT' BAR WA 24 O.C. 300 SOLID 3 5/8% 2 1/4% 7 5/8" R/N\,---THE M BE DEDICATED WITH (12 FROM THE TOP) #4 » " 's X�♦ SUNSET RED BRICK HEADER FINAL MAP OR BY (CENTERED IN WALL) 11 SEPARATE INSTRUMENT (20" MIN. LAP SPLICE) 3 5/8"x 1 1/4"x 7 5/8" 2 AS INDICATED ON PLAN 2 1/4`x 1" x 7 5/8" LL. J 1 219 1 / L -a I 1> 220 t� m 1/ 10 ! 23in LLJ (nn 4 9 24 o i 8 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION tL, �•! °' ` 7 THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND w THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS h� 26 NOTICE. 1 I - CITY CONST. INSPECTION DEPARTMENT 326-3049 � PARKS DEPARTMENT 326-3117 27 Q � 29 1 GENERAL NOTES -- - - 1. BLOCK TYPE: MORTARED CONCRETE BLOCK SIZE WALL: 6"x 8"x 16", 8"x 8"x 16" & 10"x 8"x 16" COLOR: STANDARD GREY PATTERN: RUNNING BOND 1 ! 5 4 3 CAP: RED BRICK WITH WHITE MORTAR53 i� it i i 6 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 5+ - - 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. � 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING It 7 8 9 THE AREA ALONG THE WALL LINE. i { 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED �9 -UNIT 3 BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 57 1 1 f 17 0 16 15 14 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY ---- -' DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE 58 1} 1 CHARGED OUT ON AN HOURLY BASIS. _ -�I N -------- 7W - - 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY �I t 0 10 DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 09 M 1. 1s 19 2t 12 INCHES BELOW BOTTOM OF FOOTING. ' o- 60 � E 8. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8--�I COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. _ _ _ ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH 1 A CLEAR WATER SEAL SUCH AS "AQUA -SEAL", OR APPROVED EQUAL. 62 it 1 i ` z1 9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER _ r / 20 IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION 63 i JOINTS OF 60' IN WALLS WITHOUT PILASTERS. - t is LEGEND: _�_ 2 ' 10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER ABBREVIATIONS - tl ' ' 3 \ THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE FL FLOWUNE ss 4 1 1/2- +1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN CL CENTERLINE ' } 4 \� IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK EG EXISTING GRADE ..:,_�� 5 WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK FG FINISHED GRADE - 't WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES GB GRADE BREAK �� 6 \ S SHALL BE DONE WITH SAWCUTS. LS LANDSCAPE ` � � 11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. ,� �l 7 ELEV ELEVATION 12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO EC END CURVE c.01 COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT BC BEGIN CURVE s WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR TC TOP OF CURB REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT r 1\ 9 NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TW TDP OF Wim- \ `� i TION AHEAD OF THE CONSTRUCTION. W1 WALL SECTION 6 13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND PROPOSED WALL �� �` `0 BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, EXISTING WALL ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD Ci1ON LETTER�l 1 S U SED. ,.A14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO _ _ _ _ _ .._. _ SECTION LINE COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION SHEET SECTION IS 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 STOCKDALE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE T. 3D S., R. 26 E. DEPTH OF THE FOOTING, WHICHEVER IS LESS. w 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 2 BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A I PROJEC T Sl TE SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S I ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. MING AVENUE 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY 1R. 501 a WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC Z i' 603° 04 RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. I w tr 18. ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND AREJ-� TO BE PRIVATELY MAINTAINED. 11 Q 2 < 19. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS X ig PRIOR TO THE START OF CONSTRUCTION (811). ( .6223 Q 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. _ _ _ _ WHITE LANE z THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE 6� Gj, m CITY ENGINEER. �j�.Q� 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 VICINI,TY, MAP CITY ENGINEER. 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. SUNSET RED BRICK VENEER (SAILOR COURSE) 2' FOOTING EASEMENT R TO BE DEDICATED WITH SOLID 3 5/8!x 2 1/4"x 7 5/8" THE FINAL MAP OR BY SUNSET RED BRICK HEADER SEPARATE INSTRUMENT 2" AS INDICATED ON PLAN 3 5/8% 1 1/4"x 7 5/8" #5 CONT. BOND BEAM SUNSET RED BRICK VENEER LOT SIDE �- < o STREET SIDE `„� f (12" FROM THE TOP) (CENTERED IN WALL) (20" MIN. LAP SPUN) 'Cl 8'-0" WALL SECTION W 0 4 #5 CONT. BOND BEAM LOT SIDE .,._,� #4 "L" BAR AT 24" O.C. >z o (AT MID HEIGHT) " " " 6x8 x16 CONCRETE BLOCK #4 "L" BAR AT 24" 0 C z (CENTERED IN WAIL) � 3" ,.-••- STREET SIDE �'' BY WALL CONTRACTOR z � o '� (20" MIN. LAP SPLICE) o STUCCO STREET SIDE UNMORTARED HEAD JOINTS TO 7 -4 WALL SECTION: a ALLOW FOR DRAINAGE [FINISHED (BROWN COAT) #4 "L" BAR AT 32" O.C. UNMORTARED HEAD JOINTS TO 0 - (COLOR OMEGA II COAT) CONT. BOND BEAM v, w (CENTERED IN WALL) z = 00 a 116 O.C. (20" MIN. LAP SPLICE) M _ W (AT MID HEIGHT) 3" 3"X3"X3" CONCRETE BLOC( 8" MAX. CHAIRS SHALL BE USED TO SEALANT TO BE APPLIED 'i `n GROUT SOLID ALL CAVITIES 44 BAR 0 9 O.C. BY WALL CONTRACTOR 14" MAX. 3" STREET SIDE -...� r&� FIRST COURSE TO CONSIST OF BAR 090 O.C. UNMORTARED HEAD JOINTS TO 3" ALLOW FOR DRAINAGE 3"X3"X3" CONCRETE BLOCK „ LANDSCAPE 2A MIN' GRADE 4'MAX. FINISHED GRADE 6" MIN. LANDSCAPE (MADE VARIES 12" 12" 14" MAX. (6" MIN. TO 14" MAX.) s ' 4 EA. #4 BAR 0 8" O.C. N M , #4 BAR 0 9" O.C. 3"X3"X3" CONCRETE BLOCK 3' CHAIRS SHALL BE USED TO 30" PLACE FOOTING REBAR WALL SECTION 1 (SOILDER COURSE) 2' FOOTING EASEMENT R TO BE DEDICATED WITH SOLID 3 5/8!x 2 1/4"x 7 5/8" THE FINAL MAP OR BY SUNSET RED BRICK HEADER SEPARATE INSTRUMENT 2" AS INDICATED ON PLAN 3 5/8% 1 1/4"x 7 5/8" ,< SUNSET RED BRICK VENEER (CENTERED IN WALL) (SOILDER COURSE) #5 CONT. BOND BEAM SEALANT TO BE APPLIED BY WALL CONTRACTOR 6"x8"x16" CONCRETE BLOCK (12" FROM THE TOP) WITH WHITE MORTAR STUCCO STREET SIDE I #4 "L" BAR AT 24" O.C. (BROWN COAT) #4 "L" BAR AT 8" O.C.. ,< (COLOR OMEGA II COAT) (CENTERED IN WALL) < o STREET SIDE `„� f (20" MIN. SPLICE) (CENTERED IN WALL) (20" MIN. LAP SPUN) 'Cl o a W W 0 4 #5 CONT. BOND BEAM LOT SIDE .,._,� X x (AT MID HEIGHT) (AT MID HEIGHT) I -(0 i #4 "L" BAR AT 24" 0 C z SEALANT TO BE APPLIED 3" ,.-••- STREET SIDE �'' BY WALL CONTRACTOR z � o '� co FIRST COURSE TO CONSIST OF BY WALL CONTRACTOR UNMORTARED HEAD JOINTS TO GROUT SOLID ALL CAVITIES ALLOW FOR DRAINAGE [FINISHED GRADE UNMORTARED HEAD JOINTS TO LANDSCAPE GRADE VARIES 18 18" 18" 6" MIN. v, w (6" MIN. TO 8" MAX.) 8" MAX. 5 EA. #4 BAR ®9" O.C. ALLOW FOR DRAINAGE #4 BAR 0 9" O.C. 12" 6" MIN. 3" 3"X3"X3" CONCRETE BLOC( 8" MAX. CHAIRS SHALL BE USED TO 42" �'. 4 EA. #4 BAR 0 9" O.C. A... PLACE FOOTING REBAR 44 BAR 0 9 O.C. WALL SECTION 3 14" MAX. 3 5/8"x 7 5/8% 2 1/4* SUNSET RED BRICK (ROWLOCK -DOUBLE ROW) PLANTER SIDE #4 "L" BAR AT 48" O.C. (CENTERED IN WALL) (20" MIN. LAP SPLICE) PLANTER GRADE SEALANT TO BE APPLIED B BY WALL CONTRACTOR a o FIRST COURSE TO CONSIST OF � UNMORTARED HEAD JOINTS TO P1 12" 6" AVOW FOR DRAINAGE as' .rur� • 3 EA. #4 BAR 0 9" O.C. #4 BAR 0 9" O.C. 3" 3"X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 24" PLACE FOOTING REBAR WALL SECTION 5 3 5/8% 7 5/8"x 1 1/4" SUNSET RED BRICK (SOLDIER COURSE) 1% 2 1/4% 7 5/8" SUNSET RED BRICK VENEER (RUNNING BOND) _ (2.67" C. TO C. TYP.) #5 CONT. BOND BEAM (AT MID HEIGHT) 6"x8"x16" _ CONCRETE BLOCK LANDSCAPE GRADE VARIES (6" MIN. TO 15" MAX.) STREET SIDE SUNSET RED BRICK VENEER X SEALANT TO BE APPLIED BY WALL CONTRACTOR TOP OF FOOTING) APPROVED BY -.-ROGER A. McINTOSH R.C.E. 33322 WITH WHITE MORTAR NEATLY GROUT CAVITY X 10'-8" do 11'-4" WALL• #4 "L" BAR AT 24" O.C. FIRST COURSE TO CONSIST OF (RUNNING BOND) X A #4 "VERT" BAR AT 16" O.C.Uj 00 C STREET SIDE `„� f (20" MIN. SPLICE) (CENTERED IN WALL) (20" MIN. LAP SPUN) 'Cl o a W W #5 CONT. BOND BEAM9'-4" 6" MIN. & 10'-0" WALL: '- �- 18" I 16" 14" MAX. (AT MID HEIGHT) I -(0 i #4 "L" BAR AT 24" 0 C z ►- - 3" 0 ze (EXTEND TO 20" ABOVE' :_M � z 3 TOP OF FOOTING) i g L; 6"x8"x16" CONCRETE BLOCK 10' »8* do 11'-4" WALL: 00 ' A.r N GROUT SOLID ALL CAVITIES i4 17 BAR AT 16 O.C. a, 2, 3, OR 4 EA. 8"x8"x16" CONCRETE BLOCK LANDSCAPE GRADE LANDSCAPE GRADE VARIES (6" MIN. TO 14" MAX.) M 3"X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR (EXTEND M 20" ABOVE X Uj TOP OF FOOTING) APPROVED BY -.-ROGER A. McINTOSH R.C.E. 33322 DATE NEATLY GROUT CAVITY #4 "L" BAR AT 24" O.C. FIRST COURSE TO CONSIST OF u X UNMORTARED HEAD JOINTS TO 00 C I ALLOW FOR DRAINAGE (20" MIN. SPLICE) SEALANT TO BE APPLIED FINISHED GRADE W IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING 6" MIN. W M d 6 A 18" I 16" 14" MAX. M I -(0 i .04.EA. #4 BAR ®9" O.C. s j ` #4 BAR 0 9" O.C. 3" 42" WALL SECTION 2 2' FOOTING EASEMENT R TO BE DEDICATED WITH SOLID 3 5/8"x 2 1/4"x 7 5/8" THE FINAL MAP OR BY SUNSET RED BRICK HEADER `� SEPARATE INSTRUMENT \ I 2" AS INDICATED ON PLAN 3 5/8"x 1 1/4"x 7 5/8" SUNSET RED BRICK VENEER (SOILDER COURSE) 6"x8"x16" CONCRETE BLOCK 2 1/4% 1" x 7 5/8" SUNSET REO BRICK VENEER WITH WHITE MORTAR' (RUNNING BOND) #5 CONT. BOND BEAM (AT MID HEIGHT) STREET SIDE GROUT SOLID ALL CAVITIES VARIES LANDSCAPE GRADE VARIES 15" (6" MIN. TO 8" MAX. ) 8.51 M N M • a 3"X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 15 CONT. BOND BEAM (12" FROM THE TOP) PLACE FOOTING REBAR 33" WALL SECTION 4 3 5/8% 2 1/4"x 7 5/8" SOLID SUNSET LANDSCAPE RED BRICK CAP WITH WHITE SIDE '`"'� MORTAR (ROWLOCK -DOUBLE ROW) ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AW DESIGN CRITERIA SHALL BE CORRE'C11ED DURING CONSTRUCTION/ _ (a L�K V 1_/ cl� \I-- X Uj APPROVED BY -.-ROGER A. McINTOSH R.C.E. 33322 DATE #4 "L" BAR AT 24" O.C. I u X (CENTERED IN WALL) 00 C A_ (20" MIN. SPLICE) SEALANT TO BE APPLIED w W IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE W M d 6 A LOT SIDE �� M I -(0 i PUBLIC WORKS DEPARTMENT. ALL WALL IMPROVEMENTS oo o N z o SEALANT TO BE APPLIED co E BY WALL CONTRACTOR GROUT SOLID ALL CAVITIES a FIRST COURSE TO CONSIST OF 0,LLj UNMORTARED HEAD JOINTS TO FIRST COURSE TO CONSIST OF 1 v, w ALLOW FOR DRAINAGE UNMORTARED HEAD JOINTS TO Uj W FINISHED GRADE ALLOW FOR DRAINAGE 12" 6" MIN. VA LS GRADE 8" MAX. �'. 4 EA. #4 BAR 0 9" O.C. A... " 44 BAR 0 9 O.C. K' 12" 9" 14" MAX. 3" r&� PLACE FOOTING REBAR 33" WALL SECTION 4 3 5/8% 2 1/4"x 7 5/8" SOLID SUNSET LANDSCAPE RED BRICK CAP WITH WHITE SIDE '`"'� MORTAR (ROWLOCK -DOUBLE ROW) ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AW DESIGN CRITERIA SHALL BE CORRE'C11ED DURING CONSTRUCTION/ _ (a L�K V 1_/ cl� \I-- 5* - ?::;- / 7 APPROVED BY -.-ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-18 #5 CONT. BOND BEAM r m� X SIDE -o" (12" FROM THE TOP) ¢ W Q A_ ,--PLANTER ,_,, SEALANT TO BE APPLIED W IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE W M d 6 > CJ v � WALL IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD I -(0 i PUBLIC WORKS DEPARTMENT. ALL WALL IMPROVEMENTS SHOWN HEREIN AREP o N z o "PRIVATE" AND ARE TO BE PRIVATELY MAINTAINED. TOP OF FOOTING z z 3 5/8"x 1 114"x 7 5/8" I SUNSET RED BRICK VENEER (SOLDIER COURSE) #5 CONT. BOND BEAM r m� X SIDE -o" (12" FROM THE TOP) ¢ W Q 00 ,--PLANTER ,_,, SEALANT TO BE APPLIED W BY WALL CONTRACTOR is c=n 6"x 8"x 16" CONCRETE BLOCK #4 "L" BAR AT 24" O.C. I -(0 i 16" SQUARE TRAVERTINE(EXTEND TO 20" MIN. ABOVE o N z o " " (SEE DETAIL D ON SHEET 7) TOP OF FOOTING z z GROUT SOLID ALL CAVITIES a PLANTER GRADEN 0,LLj FIRST COURSE TO CONSIST OF 1 v, w UNMORTARED HEAD JOINTS TO Uj W ALLOW FOR DRAINAGE VA LS GRADE z� 0 " K' 12" 9" 14" MAX. i'n wQ r&� 3 EA. #4 BAR ®9" O.C. BAR 090 O.C. 3" 3"X3"X3" CONCRETE BLOCK „ CHAIRS SHALL BE USED TO 27 PLACE FOOTING RMAR WALL SECTION 6 [Nr 1~7 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR ._ DATE l7 REVIEWED BY: TRAFFIC ENGINEER DATE THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE OF SECTION 10, T. 30 S., R. 26 E, AS SHOWN ON RECORD OF SURVEY, BOOK 25 OF MAPS, PG. 49 IN THE OFFICE OF KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF MING AVENUE AND ALLEN ROAD, ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30.S, R.26E.9 ELEVATION = 367.96 (NAVD 88 DATUM) OWNER & SUBDIVIDER: F\/15 O CASTLE & COOKE CALIFORNIA, INC. 10000 STOCKDALE HIGHWAY BAKERSFIELD, CA 93311 CONTACT: SCOTT THAYER 4& 9--3-.17 PH.: 661-664-6500 RO(jo- A. fAc a•ros+% 'Dwre LIST OF MATERIALS BLOCK WALL LF 5613 R.C.-C. 3332a 1 PAtAML PAIDILuw Dt� SHEET TI TLE 1. COVER SHEET 2. ENTRY GATE & PILASTER DETAILS 3. ENTRY MONUMENT DETAILS 4. MING AVENUE •. HIGHGATE PARKBOULEVARD Know what's below. 0811 before you dig. ou r m� n u z� 0 i'n wQ N ir± oM cm 4 STATIONING TABLE — COLUMNS REF. NO. DESCRIPTION C.L. STATION [1] t COLUMN STA. 39+16.89, 54.00LT. 22 t COLUMN STA. 39+16.89, 40.66LT. 33 t COLUMN STA. 36+16.89, 6.33LT. 4 t COLUMN STA. 39+16.89, 4.33RT. E (L COLUMN STA. 39+16.89, 3&66RT. © t COLUMN STA. 36+16.89, 51.99RT. GATE NOTES: ALL VEHICULAR GATES LOCATED AT THE INTERSECTION OF MING AVENUE AND HIGHGA TE PARK BOULEVARD SHALL BE PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS. ALL VEHICULAR GATE APPENDA TURES, INCLUDING BEARING PADS & GATE ANCHORING MECHANISM, TO BE LOCA TED A MINIMUM OF 18" A WA Y FROM THE FACE OF CURB. STACKING REQUIREMENTS NEED NOT BE CONSIDERED SINCE THE GA TES WILL BE CON TINUOUSL Y OPEN. SOUTHERN CALIFORNIA GAS NOTES: ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARA 77ON AND 18 IN. OF VER TICAL SEPARA TION FROM THE EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDl770NALL Y, NO LESS THAN X OR MORE THAN 7; OF COVER IS TO BE OVER THE EXIS77NG TRANSMISSION LINE. AT NO TIME SHALL POWER DRIVEN OR POWER OPERA TED EQUIPMEN T BE USED DIREC TL Y 0 VER THE TRANSMISSION LINE, OR WI THIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STA 77ONARY OVER 7HE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION /S 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 77ME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. ** ALL GATES TO REMAIN PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS PEER P205 106' (SEE DETAIL A" THIS SHEET)I I 3 I I % i 21' MEDIAN i 11'-6"g'-6" I 13'-4" 34'-4" 10'-8" 34'.q" I " z 13 -4 • I 24 m m 24' z $ i ENTRY ARCH FACE OF CURB TO FLOWUNE :R FACE OF CURB TO FLOWUNE 1 (NO GATE) 3,_6" 3'_6" 8 I " ETR A 1'-6"* 1'_g"* c� 3 4 �, 3 6_6" 3'_6" � (I� 0 AT 1 5 10' 31' 7'-4" 31' j 10' ' 3'-4" 3'-4" 3'-4" 13'_4" 3'-4" OLUMN COLUM PERMANENTLEY FIXED OPEN COLUMN OLUMN C UMN VEHICULAR GATE PERMANENTLEY FIXED OPEN i i VEHICULAR GATE FUTURE PROPOSED MEDIAN 1 DEVELOPMENT i m ) ' I R/N PROPOSED FLOWUNE Y M a PROPOSED FLOWUNE R/W I I 10' WIDE= EXISTING 24' SO. CAL MEANDERING 2GAS TRANSMISSION LINE SIDEWALK = (SEE SO. CAL GAS NOTE) 5 WIDE i MEANDERING i • � � SIDEWALK I PUBLIC ENTRY GATE HIGHGATE PARK BOULEVARD ENTRANCE ENCROACHMENT PERMIT NO. 17-30000007 SCALE: 1" = 10' HORIZONTAL PRECAST COLUMN CAP a h z M J U Ga' oO I0 a i r N OLUMN PRECAST ARCHITECTURAL BAND I ( 3/8" STEEL PLATE FOR TRACT 7299 GATE SUPPORT MOUNTING 11101110111 - _- _ s' -on 4' x 3/8' STEEL PLATE PRECAST COLUMN BASE 10'-0" (TYPICAL ALL COLUMNS) WELDED TO 6" x 6" HSS 35/8'X21/4'X75/8' SUNSET RED BRICK VENEER WITH ANCHOR TIES TO CONCRETE BLOCKS COLUMN AND WHITE MORTAR (RUNNING BOND) (SEE DETAIL F) 6'x 6'x 1/4' SQUARE HSS PEER P205 BEARING (3-3/4"x 3-3/4') Our BOLTED TO CONCRETE APRON WITH MIN. 4 EA 5/16' WEDGE ANCHOR BOLTS VEHICULAR GATE SUPPORT SYSTEM SCALE: N. T. S ** ALL GATES TO REMAIN PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS 10"x 8"x 16" CONC BLOCK 111101110111 #4 "L" BAR 0 PEER P205 CONNECTED EA. CORNER TO 4' x 3/8' STEEL PLATE WELDED TO 6' x 6' HSS 1/2- EXPANSION JOINT COLUMN 1 O 8"x 16" CONC. (SEE DETAIL F) BLOCK W/ #4 BAR EACH CELL 1.0" DIA. SMOOTH ROD WITH MIN. 1.0' EMBEDMENT TO BE TACK WELDED TO TWO (2 EA.) 1/4' PLATES WELDED TO GATE FRAME. 3' MIN. PEER P205 BEARING (3-3/4% 3-3/4') • 8"x8'x157 CONCRETE BOLTED TO CONCRETE APRON WITH EMBED FOR GATE ANCHORING 4 EA 5/16 WEDGE ANCHOR BOLTS VEHICULAR GA TE FIXED OPEN SCALE.- N. T.S. 2'-0" cn Q < (3 _ _ EACH CORNER OF PILASTER 0 6" WALL SECTION m O --,..-LOT SIDE --` E co 0 • • • • -COLUMN CTR. COWMN ( 3 5/8"x 2 1 /4"x7 5/8" PRECAST PINEAPPLEFINIAL .. .. 57 Z ..ECAST PINEAPPLE — W WITH WHITE MORTAR I �..� oo '. SEE DETAIL PER WALL SECTION PRECAST COLUMN CAP W Hill' a THIS SHEET PRECAST COLUMN CAP ARCHITECTURAL BAND �— W A w vv ITECTURAL BAND IAj #44 BOND BEAMS 012' O.C. E Jm -4 _-14 PER WALL SECTIONS r____4 0 Z W SEE SHEET 3 & 4 o 6'x6'x1/4' SQUARE tV!nil sFG HSS 1 It cn W o FIRM # 6 VERT. BARS V 4p FOR WALL DETAILS AND— RED BRICK 0 PILASTERS 3 EA. FACE, EQUALLY SPACED W t V (TYP. ALL; STREET SDE) 8 TOTAL �— IUx 8'x 16' CONC. BLOCK W/ #4 BAR EACH CELL © 05 WALL AND PILASTER — WALL SECTIONS 1 N.T.S 2 �IIIIIIIII I 4- 4 FINISHED 10'-0" FOR WALL DETAILS1 PROFILE rr____r *1.50. '►__�._i ..� *1.50' *1.50' (TYPICAL ALL COLUMNS) CLR. ALL VEHICULAR GATE CLR. COLUMN CTR. - COLUMN CTR. CLR. CLR. PRECAST COLUMN BASE APPENDATURES INCLUDING BEARING PADS & GATE ANCHORING MECHANISM, � ** ALL GATES TO REMAIN PERMANENTLY PRECAST COLUMN BASE TYPICAL ALL COLUMNS) (TYPICAL ALL COLUMNS) TO BE LOCATED A MINIMUM OF 18" WHITE MORTAR (RUNNING BOND) FIXED OPEN TO ALLOW FOR CONTINUOUS REOTO ADJACENT ELEVATION, THIS DETAIL FOR ALL DIMENSIONS REFER a ter- PUBLIC ACCESS J� �'A PUBLIC EN TRY GATE MING & HIGHGA TE PARK W o I' d I .a 4 EA. 18' No. 4 REBAR m F 4. I WELDED TO fi' SQ. HSS i :b.r. t____i! rr■�__ri PROFILE —____i aI - ♦G I•____i 4 Ga d� dd .7' W p �8'! 400 � C14 I I ■____r 14 TIES 012' O.C. VERT. BARS EACH FACE ® � •4.� I—'"dE � � ___sr. T1 �,,", 4 Lq PRECAST COLUMN BASE 8 TOTAL d I. . NOT SHOWN FOR CLARITY � d � � � �� T1 3'-4" � � 111111111111111111111111111111 �`Q� COLUMN DETAIL ;. - ANCHOR 6'x6'x1 /4' SQUARE HSS #4 BOND BEAM/TIES 012' O.C. 8'x8"xi6' CMU BLOCKS (SOLID GROUT, RUNNING BOND) 3/8' STEEL PLATE i aWELDED t�Z TO TUBE (GATE LOCATION ONLY) 8 EA. # 6 VERT. BARS #4 TIES 012' O.C. 3 5/8'x 2 1/4'x7 5/8' ��� t____r; -; il_—__� � 1111 {11>tl 11111 !lllllllll 11 _ t■-_■_-i,.r________-r. ��.� ��� !—._______:rt ��, II■� ■ ■ ■I■ ■I■i■11 e i■I■l■{I ,�'J' l-.____________rii ax - �'.� jI � � t—t—________________iirr('� �_, ���,� -1rt__._wi___ar__r______iiir■Ms.__■_____________________________a__r_________.r.■1 r-___-_______-______________-_ r_r_ _4_m i■.■I■`■+ � � ! � _______-_______�■rt■l _____ �. � ■�■i■!■i■�■ ■ ■ .■ ■ ■ ■�■ ■�■s■ ■ � �.�, .____r 11101110111 - _- _ s' -on 4' x 3/8' STEEL PLATE PRECAST COLUMN BASE 10'-0" (TYPICAL ALL COLUMNS) WELDED TO 6" x 6" HSS 35/8'X21/4'X75/8' SUNSET RED BRICK VENEER WITH ANCHOR TIES TO CONCRETE BLOCKS COLUMN AND WHITE MORTAR (RUNNING BOND) (SEE DETAIL F) 6'x 6'x 1/4' SQUARE HSS PEER P205 BEARING (3-3/4"x 3-3/4') Our BOLTED TO CONCRETE APRON WITH MIN. 4 EA 5/16' WEDGE ANCHOR BOLTS VEHICULAR GATE SUPPORT SYSTEM SCALE: N. T. S ** ALL GATES TO REMAIN PERMANENTLY FIXED OPEN TO ALLOW FOR CONTINUOUS PUBLIC ACCESS 10"x 8"x 16" CONC BLOCK 111101110111 #4 "L" BAR 0 PEER P205 CONNECTED EA. CORNER TO 4' x 3/8' STEEL PLATE WELDED TO 6' x 6' HSS 1/2- EXPANSION JOINT COLUMN 1 O 8"x 16" CONC. (SEE DETAIL F) BLOCK W/ #4 BAR EACH CELL 1.0" DIA. SMOOTH ROD WITH MIN. 1.0' EMBEDMENT TO BE TACK WELDED TO TWO (2 EA.) 1/4' PLATES WELDED TO GATE FRAME. 3' MIN. PEER P205 BEARING (3-3/4% 3-3/4') • 8"x8'x157 CONCRETE BOLTED TO CONCRETE APRON WITH EMBED FOR GATE ANCHORING 4 EA 5/16 WEDGE ANCHOR BOLTS VEHICULAR GA TE FIXED OPEN SCALE.- N. T.S. 2'-0" SCALE: N. T.S.. 32't 3 5/8 x 2 1/4"x 7 5/8 SOLID SUNSET RED1 __ D BRICK HEADER CAP WITH WHITE MORTAR 2 10"X 8'X 3 5/8"x 1 1/4"x 7 5/8" SUNSET RED BRICK i i ON LOT SIDE 4 VENEER ON STREET SIDE (SAILOR COURSE) 1 1 1 Lc 1 6"x 8"x 16" CONCRETE BLOCK 1 PROP WITH STUCCO ON STREET SIDE W N STUCCO: BROWN COAT COLOR COAT OMEGA 11 BASE 2'-0" TYPICAL WALL ELEVATION -- ALL STREETS NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK (RUNNING BOND) WITH WHITE MORTAR 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK HEADER WITH WHITE MORTAR 111111111-111111 11111111,11!c 1!qrn I ao 1 /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 ANCHOR TIES TO CONC. D SEC TION (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 nncn A c+r PILASTER CAP 1 EA. #4 'L' BAR EACH "X 2 1/4-X 7 5/8" SUNSET RED BRICK ►R COURSE) WITH WHITE MORTAR /8"x 2 1/4"x 7 5/8" SUNSET RED :K RUNNING BOND) WITH WHITE MORTAR STREET SIDE --'X CCO: BROWN COAT COLOR BASE II OMEGA COAT 8"X 16" '3RETE BLOCK STUCCO STREET SIDE REQUIRED, PER PLAN) J cn Q < (3 _ _ EACH CORNER OF PILASTER 0 6" WALL SECTION m O --,..-LOT SIDE --` E co 0 o N F - I I ( 3 5/8"x 2 1 /4"x7 5/8" ®-4 SUNSET RED BRICK 57 Z ^ M — W WITH WHITE MORTAR I �..� oo '. (RUNNING BOND) PER WALL SECTION Go W Hill' a 1111 11111111111111 -- _ �— W A w vv A IAj #44 BOND BEAMS 012' O.C. E Jm -4 _-14 PER WALL SECTIONS r____4 0 Z W � o 6'x6'x1/4' SQUARE tV!nil sFG HSS "i cn W o 1 EA. #4 'L' BAR EACH # 6 VERT. BARS 1/2' EXPANSION JOINT WITH ( RED BRICK 0 PILASTERS 3 EA. FACE, EQUALLY SPACED W t V (TYP. ALL; STREET SDE) 8 TOTAL �— IUx 8'x 16' CONC. BLOCK W/ #4 BAR EACH CELL © 05 WALL AND PILASTER — WALL SECTIONS 1 N.T.S 2 �IIIIIIIII I 4- 4 FINISHED 10'-0" PRECAST COLUMN BASE MAX. *1.50' *1.50. 10'-8" *1.50' *1.50' (TYPICAL ALL COLUMNS) CLR. ALL VEHICULAR GATE CLR. COLUMN CTR. - COLUMN CTR. CLR. CLR. PRECAST COLUMN BASE APPENDATURES INCLUDING BEARING PADS & GATE ANCHORING MECHANISM, 3 5/8'x 2 1/4'x 7 5/8' SUNSET RED BRICK WITH ** ALL GATES TO REMAIN PERMANENTLY PRECAST COLUMN BASE TYPICAL ALL COLUMNS) (TYPICAL ALL COLUMNS) TO BE LOCATED A MINIMUM OF 18" WHITE MORTAR (RUNNING BOND) FIXED OPEN TO ALLOW FOR CONTINUOUS REOTO ADJACENT ELEVATION, THIS DETAIL FOR ALL DIMENSIONS REFER a AWAY FROM THE FACE OF CURB. PUBLIC ACCESS J� �'A PUBLIC EN TRY GATE MING & HIGHGA TE PARK W o SCALE: N. T.S.. 32't 3 5/8 x 2 1/4"x 7 5/8 SOLID SUNSET RED1 __ D BRICK HEADER CAP WITH WHITE MORTAR 2 10"X 8'X 3 5/8"x 1 1/4"x 7 5/8" SUNSET RED BRICK i i ON LOT SIDE 4 VENEER ON STREET SIDE (SAILOR COURSE) 1 1 1 Lc 1 6"x 8"x 16" CONCRETE BLOCK 1 PROP WITH STUCCO ON STREET SIDE W N STUCCO: BROWN COAT COLOR COAT OMEGA 11 BASE 2'-0" TYPICAL WALL ELEVATION -- ALL STREETS NOT TO SCALE 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK (RUNNING BOND) WITH WHITE MORTAR 3 5/8"x 2 1/4"x 7 5/8" SUNSET RED BRICK HEADER WITH WHITE MORTAR 111111111-111111 11111111,11!c 1!qrn I ao 1 /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 ANCHOR TIES TO CONC. D SEC TION (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 nncn A c+r PILASTER CAP 1 EA. #4 'L' BAR EACH "X 2 1/4-X 7 5/8" SUNSET RED BRICK ►R COURSE) WITH WHITE MORTAR /8"x 2 1/4"x 7 5/8" SUNSET RED :K RUNNING BOND) WITH WHITE MORTAR STREET SIDE --'X CCO: BROWN COAT COLOR BASE II OMEGA COAT 8"X 16" '3RETE BLOCK STUCCO STREET SIDE REQUIRED, PER PLAN) J cn Q < (3 _ _ EACH CORNER OF PILASTER 0 6" WALL SECTION m O --,..-LOT SIDE --` E co 0 o N F - I I ( 3 5/8"x 2 1 /4"x7 5/8" ®-4 SUNSET RED BRICK 57 Z ^ M — W WITH WHITE MORTAR I �..� oo '. (RUNNING BOND) PER WALL SECTION Go W 4� ►. a -- _ �— W A w vv A IAj #44 BOND BEAMS 012' O.C. E Jm -4 _-14 PER WALL SECTIONS r____4 0 Z W � o 6'x6'x1/4' SQUARE �- _LL-__ ------- HSS "i cn W o 1 EA. #4 'L' BAR EACH # 6 VERT. BARS 1/2' EXPANSION JOINT WITH ( RED BRICK 0 PILASTERS 3 EA. FACE, EQUALLY SPACED W STREET SIDE --"� (TYP. ALL; STREET SDE) 8 TOTAL �— IUx 8'x 16' CONC. BLOCK W/ #4 BAR EACH CELL © — _ WALL AND PILASTER — WALL SECTIONS 1 N.T.S C �IIIIIIIII I 4- 4 FINISHED GRADE a ; I` d • ; ( (` ' #4 TIES 0 12' O.C. a d J� = o W o I' d I .a 4 EA. 18' No. 4 REBAR m F 4. I WELDED TO fi' SQ. HSS i :b.r. 4 Ga d� dd .7' W p �8'! 400 C14 I I d 14 TIES 012' O.C. VERT. BARS EACH FACE ® � •4.� I—'"dE � d. �" . EQUALLY SPACED .�•. 4 Lq PRECAST COLUMN BASE 8 TOTAL d I. . NOT SHOWN FOR CLARITY d 3'-4" F COLUMN DETAIL W TH ANCHOR 6'x6'x1 /4' SQUARE HSS #4 BOND BEAM/TIES 012' O.C. 8'x8"xi6' CMU BLOCKS (SOLID GROUT, RUNNING BOND) 3/8' STEEL PLATE i aWELDED TO TUBE (GATE LOCATION ONLY) 8 EA. # 6 VERT. BARS #4 TIES 012' O.C. 3 5/8'x 2 1/4'x7 5/8' 3 -4 SUNSET RED BRICK l6 VERT. BARS, EQUALLY SPACED WITH WHITE MORTAR 3 EA. FACE OF COLUMN (8 TOTAL) SECTION A—A (RUNNING BOND) NOT TO SCALE #4 "L" BAR PER WALL DETAILS CORNER OF PILASTER (4 TOTAL) 10"X 8"X 16" BLOCK W/ #4 "L" BAR 0 EACH CORNER OF PILASTER 0 6" WALL SECTION #4 BAR ®9" O.C. --,..-LOT SIDE --` E co SEE WALL SECTIONS J rrMWA14 J t C-W E� 6"X 8"X 16" BLOCK 57 Z ^ M — W EgV� I �..� oo '. = J PER WALL SECTION Go W 4� ►. a a °d Li w vv 4 BAR CONTINUOUS 0 1 Jm PER WALL SECTIONS r____4 Z W � o M ---------- _LL-__ ------- _ 0 1 EA. #4 'L' BAR EACH 1/2' EXPANSION JOINT WITH CORNER OF PILASTER RED BRICK 0 PILASTERS CLOSED END BLOCK AT EXPANSION STREET SIDE --"� (TYP. ALL; STREET SDE) JOINT, TERMINATE BOND BEAM STEEL (TYPICAL) �— IUx 8'x 16' CONC. BLOCK W/ #4 BAR EACH CELL PLAN SECTION AT WALL AND PILASTER — WALL SECTIONS 1 N.T.S PILASTER NOTES: • EACH PILASTER TO HAVE 1 EA. #4 "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 SOUD GROUTED. • EXPANSION JOINTS AT PILASTERS TO BE HIDDEN BEHIND BRICK VEENER ON STREET SIDE AND 10" BLOCK ON LOT SIDE Know what's below, 0111 before you dig. 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BLOCK WALL WITH WHiTE GROUT (SAILOR COURSE) SOLID 3 5/9'x 2 1/4'x 7 5/1' SUNSET RED BRICK HEADER WITH WHITE MORTAR 1"x 2 1/4"x 7 5/8" SUNSET RED VENEER WTH *1TE MORTAR (SAILOR COURSE) 21/4"x1"x75/8" SUNSET RED BRICK VENEER WITH ANCHOR TIES TO CONCRETE BLOCKS AND WHITE MORTAR (RUNNING BOND) WALL/ENTRY MONUMENT INTERSECTION LOCATION VARIES. SEE SHEET 8 FOR EXACT LOCATION. •.v c> CONK. BLOCKP�� 1 4 ;�yJ> -c J �� Q c y -V CMU COLUMN WITH PRECAST COLUMN CAP (SEE DETAIL 'F' ON SHT. 2) SOLD GROUT #4 "L' BAR a EA CORNER ti 3 5/8"x 2 1/4'x 7 5/8" SUNSET RED BRICK WITH ANCHOR TIES TO GROUT (RUNNING BOND) io i SIGNAGE INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4"x 2 1/21 MIN. MOUNTED TOP & BOTTOM EVERY 6 INCHES FLUSH TO WALL WITH EPDXY & SHALL HAVE NO VOIDS BETWEEN SIGNAGE & WALL SUNSET RED BRICK SIGNAGE SHALL MATCH EXISTING LOCATED AT THE INTERSECTION OF MING AVE. & HOVINGHAM DRIVE. 30'-0" 1 C CONC. BLOCK (UPPER COURSES) 1 I i l8" CONK. BLOC( I (LOWER COURSES) 3 5/8' x 2 1/4% 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR ON 3 5/8' X 2 1/4-X 7 5/8' SUNSET RED BRICK VATH WHITE MORTAR (ROWLOCK—DOUBLE ROW) r 1 S-4" x S-4' CMU COLUMN WITH PRECAST COLUMN CAP 6" CONC. BLOCK (SEE WALL SECTION 5) 1 35/8'x75/8'x21/4' RED BRICK WATH WHITE MORTAR 3 5/8'x 2 1/4"x 7 5/8' (ROWLOCK—DOUBLE ROW) SUNSET RED BRICK WITH ANCHOR TIES TO GROUT (RUNNING BOND) B TYPICAL ENTRY MONUMENTS AT MING AVE. &HIGHGATE P 3 5/8'x 2 1/4% 7 5/8" SUNSET RED BUCK ROWLOCK (DOUBLE ROW) 30' 3 5/8'X 1 1/4'X 7 5/8' 12' GOLD STAINLESS STEEL iiSUNSET RED BRICK � LETTERS WITH (HOMO TOMLOPEMENT NAME r SOLDIER COIgE) iiI[ef0(eIYY".' ENTRY MONUMENTS A T MING A 1/E. AND HIGHGA TE PARK BL VD NOTE: ALL DIMENSIONS RELATE TO THE OUTSIDE FACE OF BRICK �-- SUNS RED /BRICK WATT WHITE MORTAR (SOLDIER COURSE) SUNSET UNSE xx ED BRICK 5/S' WITH WHITE MORTAR (ROWLOCK—DOUBLE ROW) 3 5/8'X 2 1/4-X 7 5/8" SUNSET RED BRICK WITH WHITE MORTAR (SOLDIER COURSE) 3 518"x 2 1/4"x 7 5/8" - SUNSET RED BRICK WITH WHITE MORTAR (RUNNING BOND) 3 518' X 2 1/4' X 7 5/8' SOLID RED BRICK CAP - 97H WHITE GROUT (HEADER) WALL SECTION 7 v SEC WN 3 N. T. S. CMU COLUMN WITH PRECAST COLUMN CAP (SEE DETAIL 'F' ON SHT. 2) 3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET 3 5/8"x 7 5/8"x 2 1/4" RED BRICK CAP WITH WHITE SUNSET RED BRICK MORTAR (ROWLOCK -DOUBLE ROW) (ROWLOCK -DOUBLE ROW) PLANTER SIDE 3 5/8% 7 5/8"x 1 1/4! SUNSET RED BRICK VENEER SUNSET RED BRICK (SOLDIER COURSE} N�' "L' BAR AT 48" O.C. (SOLDIER COURSE) D IN WALL) #5 CONT. BOND BEAM ENTRY MONUMENT ELEVATIONS vAlaEs , 1"x 2 1/4"x 7 5/8" 19 (O(CEN MIN. LAP SPLICE) (12' FROM THE TOP) SUNSET RED BRICK VENEER x 16' SQUARE TRAVERTINE (RUNNING BOND) PLANTER GRADE oO DESCRIPTION WEST ENTRY EAST ENTRY t� Wa-1- (SEE WALL SECTION 2) ��n� 8) (2.67- C. To C. TYP.) " CONT BOND BEAM mew TO BE APPLIED _ �m o s BY WALL CONTRACTOR (AT MID HEIGHT) CONTRACTOR §6 TC ELEV. 358.06' - 359.41' 358.05' - 359.36' r-• LOT SIDE -� CONC2ET*x8*x16* U) FIRST COURSE TO CONSIST OF M UNMORTARED HEAD JOINTS TO W w 2 SIDE LS ELEV. (A) 359.56'- 359.99' 359.50'- 359.96'ALLOW � o LANDSCAPE GRADE VARIES 12 FOR DRAINAGE s #5 CONT. BOND BEAM#4'VERT" BAR AT 24" O.C. VARIES > a (6" MIN. TO 15" MAX.) w a a a * TOP FTG (A) 359.00 358.90 (SEE WALL SECTION 7) 1.7' TD &37' �-- M a�, STREET SIDE _..,,� �. , : , . 3 EA. X44 BAR 8 9 O.C. F- TOP FTG B ( ) 359.00' 358.90' PLANTER ,•— _• � --- " BAR � 9 O.C. (20" MIN. LAP SPLICE) z 1.0x FINISHED GRADE 3» LS ELEV B ( ) 41 2x '� IEZEI� A 360.65' - 359.21' 359.09' - 360.60' --- 12W' -�� w " " 3X3 X3 CONCRETE BLOCK " ' — CHAIRS SHALL BE USED TO 24" PLACE FOOTING REBAR *TOP OF FOOTING GRADES MINIMUM 6" BELOW LANDSCAPE GRADE @IIIIIIIII o WALL SECTION 7 v SEC WN 3 N. T. S. CMU COLUMN WITH PRECAST COLUMN CAP (SEE DETAIL 'F' ON SHT. 2) 3 5/8"x 2 1/4"x 7 5/8" SOLID SUNSET RED BRICK CAP WITH WHITE MORTAR (ROWLOCK -DOUBLE ROW) 3 5/8"x 1 1/4"x 7 5/8" I SUNSET RED BRICK VENEER (SOLDIER COURSE) #5 CONT. BOND BEAM (12' FROM THE TOP) 16' SQUARE TRAVERTINE SEALANT TO BE APPLIED (SEE DETAIL "C" ON THIS SHEET) BY WALL CONTRACTOR 6"x 8"x 16" CONCRETE BLOCK LANDSCAPE ��/ xQ W w �•- PLANTER SIDE SIDE m o W #5 CONT. BOND BEAM#4'VERT" BAR AT 24" O.C. o w a a a cn (60' FROM TOP) (CENTERED IN WALL) F- chi I (48" MAX. SPACING) (20" MIN. LAP SPLICE) z z o #4 'L' BAR AT 24' O.C. 6 @IIIIIIIII o (EXTEND TO 20" MIN. ABOVE i -00 f > w TOP OF FOOTING) N NEATLY GROUT CAVITY I GROUT SOLID ALL CAVITIES PLANTER GRADE FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO #5 CONT. BOND BEAM ALLOW FOR DRAINAGE M (12' ABOVE FTG) VARIES 3 EA. 8'x8"x16" DET. D) LS GRADE CONCRETE BLOCK N 6" MIN. 13" 12 14' MAX. N ; �, 5 5 u J 4 fie 4 EA. BAR @I 9' O.C. J #44 BAR 0 9 O.C. 3" 3"X3'X3" CONCRETE BLOCK ) 4 CHAIRS SHALL BE USED TO 33" r PLACE FOOTING REBAR WALL SECTION 8 Know what's below, Call before you dig. @IIIIIIIII LO F- LLJ LIJ r Uj 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 LIJ FD. K.C.W.A. 3 1/2- BRASS R E C H A R G E P 0 N D S CAP MKD. LS 4258 FOR NX RECHARGE P 0 N D S COR. SEC. 11, 30/26 ACT BOUNDARY — — — — — — — — — — — — — — — — 0 INTERSECTION STA. 31+45.16 C.L. MING AVE CL STA. 40+69.59 C.L. HIGHGATE PARK T M/NG AVENUE � � no AA ==LINE OF SIGHT = 650* WALL FOOLING EASES vcE) PER DOC#217066207 1 I FUTURE WALL 2 20 bc N * ,- 1-0 1— a 0) C*4 r ,J URE BlicnO DEVEL OREIVEAT 23 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 'ZA A zfi.Lnn A 2 ^^ I 7c . ArIk -70% . ~% I __7 __ - - - I EX 24110 SCG H.P. GAS PIPELINE FLOWLINI Its I I C) C1 + -4- r I � i ^ Q �� 1,31 IoQv � % / VIM C2 L7 43+00 r— I T C14 _ \ _&LL FOOTING EASEMENT PER FINAL MAP X18 1 17 1 16 o FP 355.7 FP 355.9 FP 355.1 a C> cq rRAcr 7299 1* cn U.N!T 5 LINE ¢117_ r- \ cn cn L/i yj i L/ DISTANCE Li CDJ LO 39.60' bit, -1 :1 1 -1 W -W MING AVENUE Z 6.00' L4 0 IS 22 6.06` L5 N 88*57'39* W 9.84' I gn cqcq_ RWC4. [IIIII-Acovi= sce-clu" FP 356.4 d co (STA. 29+75.00 C.L. TO 42+00.00 C.L.) N 1'02'21' E _j _j L8 m &05 + + + I 9 + +a- cq 0 SCALE: 1" 50' HORIZONTAL N 01 SW E 6.00' 1 W 1z j 11 Uj I.- < WIP m M Cl 23 +, ( FP 356.2 kIGHGATE BLVD. PEET (SEE SH8)ARK LO F_ Lij 43+00 r— I T C14 _ \ _&LL FOOTING EASEMENT PER FINAL MAP X18 1 17 1 16 o FP 355.7 FP 355.9 FP 355.1 a C> cq rRAcr 7299 1* cn U.N!T 5 28+50 29+00 LLJ D z z U 30+00 PROPOSED ROADWAY 31+00 32+00 33+00 R/W PA 48' 7s 25' LANDSCAPE LOT 12' 6' MIN. BLOC'[K---__, WALL 2% 27o MAX 2% 1 PROPOSED CURB FT] F GUTTER 10, TOE OF SLOPE' MEANDERING MULTI-PURPOSE TRAIL (STA. 29+75.00 C.L. TO 42+00.00 C.L.) MING AVENUE 4 SCALE.• 1 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 LINE BEARING DISTANCE Li N 89*24!26* W 39.60' L2 N 0*35*34' E 6.00' L3 N 89*24!26' W 6.00' L4 N 1'02'21" E 6.06` L5 N 88*57'39* W 9.84' L6 S 88*57'39 E 5.84! L7 N 1'02'21' E 6.00' L8 S 89*4655" E 6.00' L9 N 01 SW E 6.00' INN ���. -.-����!��iiiiii�i�i�i�i�li�il�ilTiiliil�ili�iliilililiiil■ii■iiiiiii' i���iiii���i � ���ii = iii����ii��i��i��i��i�iIi��iii ii�ii�i�i�iwiii� �i ������ii�i��i���i��i�i��i��iiii� ■�i�iiii�i� ■■I■■■■■����■■■� � • iiiJ���'� I�R'�:�iiiiii�i�ii����i�■■■ Mimi I" all I MEN MININE-1 01. MENEEMENEEMENEEME 'ADD 'EFOR � ■����������������■■■■■■, ■EIS■■::■:■ m ul I : Ell -- ������������----���■������ ill■1��i�1■■■■■� 28+50 29+00 LLJ D z z U 30+00 PROPOSED ROADWAY 31+00 32+00 33+00 R/W PA 48' 7s 25' LANDSCAPE LOT 12' 6' MIN. BLOC'[K---__, WALL 2% 27o MAX 2% 1 PROPOSED CURB FT] F GUTTER 10, TOE OF SLOPE' MEANDERING MULTI-PURPOSE TRAIL (STA. 29+75.00 C.L. TO 42+00.00 C.L.) MING AVENUE 4 SCALE.• 1 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 LINE BEARING DISTANCE Li N 89*24!26* W 39.60' L2 N 0*35*34' E 6.00' L3 N 89*24!26' W 6.00' L4 N 1'02'21" E 6.06` L5 N 88*57'39* W 9.84' L6 S 88*57'39 E 5.84! L7 N 1'02'21' E 6.00' L8 S 89*4655" E 6.00' L9 N 01 SW E 6.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 80.00" 80.02' 43.72' 571837 C2 79.99' 88.87' 49.65' 63*3922 40+00 41+00 42+00 Z_ ' J V 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 .546 'KAA%0 -t -I LEGEND. ABBREVIATIONS SCALE: 1 50' FL FLOWLINE 50' 25' 030 50' 100, CL CENTERLINE EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVA11ON EC END CURVE BC BEGIN CURVE TC TOP OF CURB TW TOP OF WALL W1 WALL SECTION PROPOSED WALL EXISTING WALL SECTION LETTER SECTION LINE SHEET SECTION IS LOCATED Know what's below. 0111 before you dig. ' O F- ' WLLJ / V WI W 1 41+00 42 00 43+0� 0 _ -� - 44+00 - - 45+00 -r- 378 376 374 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 INNTMAN& ff -7 8 E R R E N D A M E S A W A T E R D I S T R I C T R E C H A R G E P 0 N D S TRACT 7299 BOUNDARY TRACT 7256 BOUNDARY 4Z MING AVENUE - - - - - - 48+00 - - - - 49+00 - T50+00 - _ - - - - 51+00 _ - -52+00_ T - - - - - - - - - - T -FT -}-}--•---- -}- - - 53+00 - - - - - MING AVENUE (STA. 42+00.00 C.L. TO 53+05.62 C.L.) SCALE: t" = 50' HORIZONTAL UjyfT 4 EXST. BM WALL PER TRACT 7255 & 7256 \� OFF-SITE WALL PLANS (APPROVED 10/8/2015) T AC7 94 UIVJr 4 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 z) (STA. 42+00.00 WALL TO 53+05.62 WALL) J SCALE: 1 = 50,HORIZONTAL =1 SCALE: 1" = 5' VERTICAL �1 <C R/W PA �• 7' 25 LANDSCAPE LOT 2' LEGEND. I ABBREMATIONS Q 6' MIN. BLOCK FL FLOWUNE CL CENTERLINE � Z WALL I EG EXISTING GRADE FG RNISHED GRADE U c�, A� GR_ GB GRADE BREAK NI,I•tEfl MAXX r LANDSCAPE ELEV ELEVATION PROPOSED ROADWAY r-Lh!P. EC END CURVE BC BEGIN CURVE PROPOSED CURB RNISHED PAD & GUTTER -_� _ _ TC TOP OF CURB j'-� TW TOP OF WALL 10' TOE OF SLOPE MEANDERING W1 WALL SECTION MULTI-PURPOSE TRAIL PROPOSED WALL EXISTING WALL (STA. 42+00.00 C.L. TO 53+05.62 C.L) C71ON LETTER �IIIIIIIII - - - - SECTION UNE rA MING AVENUE 1 5 SCALE.- 1 "= 7O' SHEET SECTION IS LOCATED N... Mi. U.'s NEW E INN -lam MIN -i MIME 1111 M. Mi., Sol 0-m- IN11han ME I MEN -Ism HER1. 111d I 01 NEIMINIM-1 N Miami PA owl MEN IME Im Ism 11 - - - - - MIME ���� IIMU �Ll�■■��� _INIM u��I��qiiiiGiiiii�d■11�■1�1I�1� El ON MEIN E1101 IN loll 01 I�I�� ���::1 I I ISI I "I�I�I��I�II��I�■II■I■Iltl�ll■II■II■11�■I�11�1�1 ■11�■II■I■II�I�II■II■II■11�1�11�1� I NMI MINE 111101110111111010101011111111111110111111111111111111110ME! 1111111110111111111111111111 011 NOSE SCAPE MEN, NEENEEMERNMENE1, MENE,'Is MEN E h E REMER MENEEMENEEN-, MR z MENEENEIREEMEN, MENE11ME -OMEN NEES MENEEMENEEMENEEM--- �■■■ N■ 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 z) (STA. 42+00.00 WALL TO 53+05.62 WALL) J SCALE: 1 = 50,HORIZONTAL =1 SCALE: 1" = 5' VERTICAL �1 <C R/W PA �• 7' 25 LANDSCAPE LOT 2' LEGEND. I ABBREMATIONS Q 6' MIN. BLOCK FL FLOWUNE CL CENTERLINE � Z WALL I EG EXISTING GRADE FG RNISHED GRADE U c�, A� GR_ GB GRADE BREAK NI,I•tEfl MAXX r LANDSCAPE ELEV ELEVATION PROPOSED ROADWAY r-Lh!P. EC END CURVE BC BEGIN CURVE PROPOSED CURB RNISHED PAD & GUTTER -_� _ _ TC TOP OF CURB j'-� TW TOP OF WALL 10' TOE OF SLOPE MEANDERING W1 WALL SECTION MULTI-PURPOSE TRAIL PROPOSED WALL EXISTING WALL (STA. 42+00.00 C.L. TO 53+05.62 C.L) C71ON LETTER �IIIIIIIII - - - - SECTION UNE rA MING AVENUE 1 5 SCALE.- 1 "= 7O' SHEET SECTION IS LOCATED 378 376 374 372 370 aw. Bloat WALL PER TRACT 7255 do 7256 OFF-SITE WALL PLANS 368 (APPROVED 10/8/2015) 366 364 362 360 358 356 354 352 350 348 346 344 53+00 53+50 Know what's below. 0111 before you dig. �IIIIIIIII 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 i' r if if Je / JSLA JvD ♦ / i / - MpN'581j9RJLL 6 C. IP Ik Nj 1 0000 to to if rj.� low vp to 000000047 if i ' ,,150 G 0�. ♦ 0000`i .' IIIII0 b10, ' to .40 �. - .. I i I I __..._.---------�-----+----�-+---�-- DE VEL OPMEJ C7 .- - r-�- - - _ - - -- - - - _a _ _ _._ - - _- - - - - - - .� _•...e�� s - _ ��__r...r�� .� � �.nr•� w. _ �� _ _ �� .� _ _ - _ s ... _----_-------a `---- �-__._-.._.=._------ �--:._-_ -- -..._---..._-.._. ------------- e..._---- -----_.---------- _._--------_ - - ~--_------. -- _ -- - --.-__ _ -__- � ��� �i•� __-.._.._.--_-_----_.._._---.._-_..---_ - - - __---- ---------- p INTERSECTION - __Y-------------�+---------------_-I.j+G�------------_---- -------------- -_-_ _TRACT BOUNDARY STA. 25+09.36 C.L HIGHGATE PARK CNT = �5-� ----- -- 1�+- :.�-.-� 1S+tRy---------+�6----------------�i-+��--_--------------��+t�tf-----------------:ff==-------STAy10+00.00 C.L HIGHGATE HEATH AVENUE CL 25 C1 ♦ 3� SECONDARY PROPOSED FUTURE CURB & in " _------------ EX. 24 H.P. SO -CAL GAS PIPELINE -i C� cn. 10 �.q� .62 `�?� FIRE ACCESS 51 g1 f' EMERGENCY GUTTER FLQWUNE cd � " 'o '' �- `� - G �, �•y 0 6� 3"-� ° 3� _ 0 0�-_ - DRIVEW Y 9' 9' _/�,--------------- -- =__ -________(S __------------------- 0%TE)- ��- yk - - _-"""---- - - -- --- -- - ACCESS GATE _ - 0 -_ _- - _ -__ �y� ,�_ EE SO -CAL GA NO -+- _ LIMITS OF _ - '� _ _ - - 3 _ ' - - - - - - - - - - - - �%2' -�PUBU��Tf2EETS g,32�'$ ,41 ES ~ 51 E TA. 17+96.63 C.L 53.5 RT. 3 , -- S�Bo,� _ - GS �S'- _ __ ________ _ "1 ' ^1. _ _------___ _ _ _ _ _ _ c.� fo 17+96.63 WALL._ _ ls,, !s 6�_ _______ ��� - _ 162 _-----__ 1�- 2a-N 1'02 21" E 209.93T-- - - -------ig?---- ------ --- - -- ----------------- - ------------ - '�10 �c 1'02'21'�E 581.75r - --- - ---------------- C-- 3 2 -I- ,t. .�. n�-�`.'�..'^• �..- 'o BEGIN CURVE GATE -BEGIN WALL 1Nti WALL FOOTING i i Q �` " m STA. 24+30.86 C.L. 53.50 STA. 18+ .13 C.L 5.50 RS SPE L s LOT �, WALL FOOTING STA. 24+30 86 WALL I FP 353 0 - - •�� mss' ' ` '' '�``� / ''' CA 'c? 1 EASEMENT PER FINAL GP / i EASEMENT PER / 3a31S ♦ . o' %� / w ' �- -'-` -s 3 2 END CURVE END WALL -BEGIN GATE C'L L3 ! \000 ♦ ' ' ''� `�` �`' �-' 1 MAP STA. 16+38.20 C.L. 53.50 RT. = STA. 18+48.13 C.L 53. NC FINAL MAP END CURVE- / - ` = ' ' nc' cr i 12 oma, i q- 50 PS END PUBLIC WALL C2 $ •Z1 ,,, �1 �.-' � � FP 352.7 FP 353.0 STA. 16+38.20 WALL STA. 18+48.13 WALL � � P � , � 1 � � 7 � � D --/ ! �� - FP 352.4 i N SGP (j STA. 24+64.36 C.L 83.67 RT = o SEE PRIVATE �� ,`� / -/ C1 1 i i i �' , 2� SD FP 353.1 STA. 24+76.37 WALL WALL PLANS FP 353.6 FP 353.8 ^ N �� gtyJN�4p C� ,��k�� ' ''Sh`}'- ^ ' ; 1 �� 1 FP 351.7 i' 352.1 ; i '�� <`'��-- - -{�-- _ FP 353.6 1 ' / `�'s '`�' FP 351.0 ` FP 351.4 ti �� �',�, BEGIN CURVE ` rjV �ySTA. 11+92.04 C.L 53.50 RT. = CT 7300 STA. 12+15.85 WALL .� � �,- ,,,,.►/ / , � ANGLE PANT UJAIJT STA.11+6672 CL 5350 RT �� ♦'y '' / / ' `� %' ' // / /' STA. 11 +90.53 WALL . 9.0 FG FP 351 0 / . .v � �\� ♦ � ,' � /gam `♦ C / 1 / �� ♦ // / i /=tib 10 s5 FG FP 351.4 y a, U 18 BEGIN WALL STA. 10+00.76 C.L 157.75 RT. _ / 9y90 /,' �� STA. 9+94.54 WALL ef 9 FP 351.8 a EASEMENT LEGEND: 0 20' 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 UTILITY DISTRICT. A50' WIDE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. SEE WALL SECTION 5 SEE DETAIL C & D ON SHEET 7 FOR MONUMENT DETAILS HIGHGATE PARK BOULEVARD (STA. 10+00.76 C.L. TO 24+76.37 C.L.) SCALE: 1" = 50' HORIZONTAL R . VARIES 2 t10' (SEE WALL SECTION 4) SEE WALL UNE I Y w SECTION 6,,,�- N 2427'37' W LOT SIDE -� ,., BLOCK 1.08' L3 S 43'01'29' W WALL L4 x '70 w FTT2.00' � � CIO < c� vARrEs 1.7' TO 8.37' 2% MAX.1 to m VARIES 1% TO 3.79L . PLANTER _. A MONUMENT SECTION SCALE.- 1 "=10' R/W PA 9.5' LANDSCAPE 13.5' LOT 2' rRA Cr .7300 UN/T' 3 -_. PROPOSED CURB 2% MIN. & GUTTER 2% MIN.) 11% MAX. FINISH ED PAD 11, FUTURE f _I (� 1, MEANDERING TOE OF SLOPE SIDEWALK (STA. 10+00.76 C.L. TO 24+64.36 C.L.) r-B"*N\ HIGHGA TE PARK BLVD. % SCA LE.• 1 "_) 0' LINE TABLE UNE I Y w 6' MIN. N 2427'37' W 25.32' w BLOCK 1.08' L3 S 43'01'29' W WALL L4 S 1'58'31' E w FTT2.00' 2' < c� �s 2% MAX.1 CL . ..,._._. - - > rRA Cr .7300 UN/T' 3 -_. PROPOSED CURB 2% MIN. & GUTTER 2% MIN.) 11% MAX. FINISH ED PAD 11, FUTURE f _I (� 1, MEANDERING TOE OF SLOPE SIDEWALK (STA. 10+00.76 C.L. TO 24+64.36 C.L.) r-B"*N\ HIGHGA TE PARK BLVD. % SCA LE.• 1 "_) 0' LINE TABLE UNE BEARING DISTANCE L1 N 2427'37' W 25.32' L2 S 88'01'29' W 1.08' L3 S 43'01'29' W 16.03' L4 S 1'58'31' E 1.08' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 949.00' 422.35' 214.73' 25'29'58' C2 95.00' 45.52' 23.20' 27'27'07' FTT2.00' 18.74' 11.89' 89'29'34' rR4 CT .7300 w uj\jj) �'' �lDj o J Q SOUTHERN CALIFORNIA GAS NOTES: 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 UNE. 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. A RE IONS PRO D: '�-17 R0 A. OSH DATE R.C.E. 33322 �.� DANIEL PADILLA R.C.E. 67008 DATE 9+7510+00 11+00 12+00 LEGEND: ABBREVIATIONS FL FLOWLINE CL CENTERUNE 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 W1 WALL SECTION PROPOSED WALL EXISTING WALL SECTION LETTER - - - - SECTION LINE SHEET SECTION IS LOCATED 21+00 to z < . J t CL . O > r r i I cc a 4� I 11-- W O""Z O < 0 = I .41 I �I F I a I r �IIIIIIII � IIS __s �� � ����� �� ������� WvIIMIMEMESEMIE&I4 ���� ���� � _ r � I -� ►. si�i�i■■iii■■i�,.� ��,= 011MIE111i�ii�'i i ARE 11111111E10111011 01011001:111111101il1,011��������������� NE I$����i��31�@�I� 9+7510+00 11+00 12+00 LEGEND: ABBREVIATIONS FL FLOWLINE CL CENTERUNE 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 W1 WALL SECTION PROPOSED WALL EXISTING WALL SECTION LETTER - - - - SECTION LINE SHEET SECTION IS LOCATED 21+00 �C ACCESS GATE ELEVA TION 6 N. r.s 'OST PER PLAN 'OP OF WALL 0 M.B. W/ WASHERS (GALVANIZED) EACH POST. 1- 3/4" 0 M.B. W/ -PERS (GALVANIZED) REQUIRED '-0" FROM BOTTOM AS WELL ACCESS GA TE POST CONNECTION N. T.S. 23+00 8x8x16 PRECISION BLOCK 7/8" EXT. PLASTER OVER PER ELEVATIONS 4x4x 1 /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 DUTY SPRING ACTIVATED SELF-CLOSING HINGE @ EACH DOOR GA. G.I. DECKING WELDED TO ANGLE kME PRIME AND PAINT >x1/8" STL. ANGLE FRAME PRIME PAI NT 'AIR HEAVY DUTY HINGES WELDED TO %NNEL & ANGLE FRAME - Nos VERT. EA. JAMB SOLID GROUT GATE JAMB DETAIL M3 11tj 370 368 366 364 362 360 358 356 354 352 350 348 344 342 340 338 336 25+00 0 M Ix Q 0 0 � z L- I Q_.I W ) M 00 w co o N w w M SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what'sbelow. Ca I I before you dig. 1.4-7299 & 7300 CITY RECORDS NO: to z < . J t CL . O > r r i I cc a 4� I 11-- W O""Z O < 0 = I .41 I �I F I a I �C ACCESS GATE ELEVA TION 6 N. r.s 'OST PER PLAN 'OP OF WALL 0 M.B. W/ WASHERS (GALVANIZED) EACH POST. 1- 3/4" 0 M.B. W/ -PERS (GALVANIZED) REQUIRED '-0" FROM BOTTOM AS WELL ACCESS GA TE POST CONNECTION N. T.S. 23+00 8x8x16 PRECISION BLOCK 7/8" EXT. PLASTER OVER PER ELEVATIONS 4x4x 1 /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 DUTY SPRING ACTIVATED SELF-CLOSING HINGE @ EACH DOOR GA. G.I. DECKING WELDED TO ANGLE kME PRIME AND PAINT >x1/8" STL. ANGLE FRAME PRIME PAI NT 'AIR HEAVY DUTY HINGES WELDED TO %NNEL & ANGLE FRAME - Nos VERT. EA. JAMB SOLID GROUT GATE JAMB DETAIL M3 11tj 370 368 366 364 362 360 358 356 354 352 350 348 344 342 340 338 336 25+00 0 M Ix Q 0 0 � z L- I Q_.I W ) M 00 w co o N w w M SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what'sbelow. Ca I I before you dig. 1.4-7299 & 7300 CITY RECORDS NO: wUL � 0 to z < . J CL . O > cc a 4� 11-- W O""Z O < 0 = .41 �I a �IIIIIIII wUL � 0 to z < . J CL . O > cc a 4� 11-- W O""Z O < 0 = .41 �I a wUL � 0 LEGEND. ABBREVIATIONS FL FLOWUNE 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 W1 WALL SECTION PROPOSED WALL %0 EXISTING WALL SEE SHEET 6 FOR CONTINUATION OF PUBLIC WALL PLANS qq SECTION LETTER t -i ------- SECTION UNE 1 SHEET SECTION IS LOCATED VARIES (SEE WALL SECTION 2) SEE WALL UNE BEARING SECTION 6 L1 ,.. 1.08' L2 S 40'46'49" E 16.03' L3 T� 1.08' L4 „i- LOT SIDE -- " o VARIESW g 1 1.7' TD a3r ;o to 3 SEE WALL b SECTION 5 PLAN!D %0 t FINISHED GRADE .�.� CV, SEE DETAIL C & D rA SEC77ON THIS SHEET FOR 7 N. TS. MONUMENT DETAILS A VISI NVQ FAFkV 0 ROGERj. McINTOSH DATE q)A " 5,100 DANIEL PADILLA DATE R.C.E. 67008 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 � N Q z WUj �� 370 368 366 364 J 2500 SOLD GROUT #4 1' BAR A EA CORNER 3 5/8'x 2 1/4'x 7 51W SUNSET RED BRICK WITH ANCHOR TSS TO GROUT (RUNNING BOND) C 7 26+00 27+00 28+00 29+00 x+00 31+00 (STA: 25+42.35 WALL TO 34+16.06 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL ' I V CONC. BLOCK (SEE WALT. SECTION 6) 3 5/8' x 2 1/4 7 5/8' SUNSET RED BRICK WITH WHITE MORTAR ON 3 5/8" X 2 1/4'X 7 5/8' SUNSET RED BRICK IMTH WHITE MORTAR (ROWLOCK–DOUBLE ROW) N 6' CONC. BLOCK (SEE WALL SECTION 5) 1' x 2 1/4% 7 5/8' SUNSET RED BRICK WITH ANCHOR TIES TO GROUT (RUNNING BOND) TYPICAL EN7RY MONUMENT A T HIGHGA 7E PARK N. T.S. 2'–O' x 2'-0' CMU COLUMN WITH PRECAST COLUMN CAP 35/8'x21/4'x75/8' RED BRICK WITH WHITE MORTAR (ROWLOCK–DOUBLE ROW) A VENUE NOTE: to ALL DIMENSIONS RELATE TO THE N OUTSIDE FACE OF BRICK 32+00 33+00 33 TW. 362 360 358 356 354 352 350 348 346 344 342 40338 3410- 338 ---- 336 34+0034+25 RE! BRICK •1 LM (DOUBLE •1 17.80 1-x 2 Ilex 7 51e 12' GOLD STAINLESS STEEL SUNSET RED BRICK LETTERS VATH DEVELOPMENT NAME (SOLDIER hl • ` ii��llai�r��ailU f1 rii%ilil�llll/3i.._ Ii> >' TDM HIGHGATE"'4 --- �16''SO. TRAVERTINE SIGNAGE INSTALLATION REQUIREMENTS:- STAINLESS EQUIREMENTS:STAINLESS STEEL WALL ANCHORS (1/4'x 2 1/21 MIN. MOUNTED TROP do BOTTOM EVERY 6 INMS FLUSH TO WALL WITH EPDXY do SHALL HAVE NO VOIDS BETWEEN SIGNAGE & WALL. EN7RY MONUMENTS HIGHGA TE PARK BLVD. & HIGHGA 7E H N. TS. SEE SHEET 8 FOR CONTINUATION OF PUBLIC WALL PLANS rim c T 7zss UN/T' b LINE TABLE UNE BEARING DISTANCE L1 S 413'11" W 1.08' L2 S 40'46'49" E 16.03' L3 S 85046'49" E 1.08' L4 S 88'57'39" E 9.47' C3 1115.00'1 78.76' 1 40.99' 39'14'24" z 0 mom -a (nCL r,, -, W V) W Q BEE] I m m im 0 1 I, a- Imi", Z J Vol N 0 MEJE Ljj W QM o0 oili�ii�� i� i - � �j� �� � � e�■�i��i� iii ii�i�i� iii i �i�■ii�������,��,��!!am,�;.� �r�u��u�: I'�iimiiiiiml5m! GR ADO ANND I.-RMO MENE NEENEEMIMEMENER! RENEE RVA &]ME- 21 J 2500 SOLD GROUT #4 1' BAR A EA CORNER 3 5/8'x 2 1/4'x 7 51W SUNSET RED BRICK WITH ANCHOR TSS TO GROUT (RUNNING BOND) C 7 26+00 27+00 28+00 29+00 x+00 31+00 (STA: 25+42.35 WALL TO 34+16.06 WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL ' I V CONC. BLOCK (SEE WALT. SECTION 6) 3 5/8' x 2 1/4 7 5/8' SUNSET RED BRICK WITH WHITE MORTAR ON 3 5/8" X 2 1/4'X 7 5/8' SUNSET RED BRICK IMTH WHITE MORTAR (ROWLOCK–DOUBLE ROW) N 6' CONC. BLOCK (SEE WALL SECTION 5) 1' x 2 1/4% 7 5/8' SUNSET RED BRICK WITH ANCHOR TIES TO GROUT (RUNNING BOND) TYPICAL EN7RY MONUMENT A T HIGHGA 7E PARK N. T.S. 2'–O' x 2'-0' CMU COLUMN WITH PRECAST COLUMN CAP 35/8'x21/4'x75/8' RED BRICK WITH WHITE MORTAR (ROWLOCK–DOUBLE ROW) A VENUE NOTE: to ALL DIMENSIONS RELATE TO THE N OUTSIDE FACE OF BRICK 32+00 33+00 33 TW. 362 360 358 356 354 352 350 348 346 344 342 40338 3410- 338 ---- 336 34+0034+25 RE! BRICK •1 LM (DOUBLE •1 17.80 1-x 2 Ilex 7 51e 12' GOLD STAINLESS STEEL SUNSET RED BRICK LETTERS VATH DEVELOPMENT NAME (SOLDIER hl • ` ii��llai�r��ailU f1 rii%ilil�llll/3i.._ Ii> >' TDM HIGHGATE"'4 --- �16''SO. TRAVERTINE SIGNAGE INSTALLATION REQUIREMENTS:- STAINLESS EQUIREMENTS:STAINLESS STEEL WALL ANCHORS (1/4'x 2 1/21 MIN. MOUNTED TROP do BOTTOM EVERY 6 INMS FLUSH TO WALL WITH EPDXY do SHALL HAVE NO VOIDS BETWEEN SIGNAGE & WALL. EN7RY MONUMENTS HIGHGA TE PARK BLVD. & HIGHGA 7E H N. TS. SEE SHEET 8 FOR CONTINUATION OF PUBLIC WALL PLANS rim c T 7zss UN/T' b LINE TABLE UNE BEARING DISTANCE L1 S 413'11" W 1.08' L2 S 40'46'49" E 16.03' L3 S 85046'49" E 1.08' L4 S 88'57'39" E 9.47' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1 12.00' 18.74' 11.89' 89'29'34" C2 95.00' 1 45.52' 1 23.20'27127'O7" C3 1115.00'1 78.76' 1 40.99' 39'14'24" EASEMENT LEGEND: 0 20' 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 U11UTY DISTRICT. A50' WIDE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. R/W PA 9.5' LANDSCAPE 13.5LOT 2' 1 6' MIN. BLOCK 1 WALL 2% MAX. FlNI FINISHED PAD El PROPOSED CURB 2% \_ & GUTTER 2% 5' WIDE FINISHED PAD MEANDERING SIDEWALK TOE OF SLOPE (STA. 25+54.36 C.L. TO 34+84.63 C.L.) B HIGHGA TE PARK BLVD. 7 SCALE.- I 3 5/8-X 2 1/4'X 7 5/8' �— SUNSET RED BRICK WITH WHITE MORTAR (SOLDIER COURSE) 3 5/8'x 2 1/4'x 7 5/8' SUNSET RED BRICK WITH WHITE MORTAR (ROWLOCK–DOUBLE ROW) 3 5/8'X 1 1/4'X 7 5/8" SUNSET RED BRING WITH WHITE MORTAR (SOLDIER NURSE) 3 51Wx 2 1/4"x 7 5/8' SLIl • 0 RED BRICK WITH *HTE MORTAR (RUNNING BOND) SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. 0111 before you dig. 0 't N 0 �Y z � �P SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. 0111 before you dig. 0 r M z 0 (nCL W V) W Q V) 0 Z J Vol N 0 Ljj W QM o0 LINE TABLE UNE BEARING DISTANCE L1 N 88'57'39" W 9.47' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 115.00' 78.76' 40.99' 39'14'24" C2 115.00' 100.36' —r 53.63' 50'00'05' EASEMENT LEGEND: A20' WIDE CITY OF BAKERSFIELD FEE PARCEL PER BK. 6155, PG. 933 O.R. 0 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 U7IUTY DISTRICT. A50' WIDE PG&E PIPELINE EASEMENT PER DOC. NO. 0203148941 O.R. ©20 WMDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. 2' WIDE FOOTING EASEMENT PER C.O.B. DOC.#217066207 P/L R/W 7.5' LANDSCAPE 2 LOT 1 6' MIN. I BLOCK WALL P� I VARIES $we v 2% 2% MAX. '` 10' WIDE MEANDERING ! I- SIDEWALK PROPOSED CURB & GUTTER TOE OF SLOPE (STA. 35+28.04 C.L. TO 39+16.56 C.L.) rA' 14"\ HIGHGA TE PARK BLVD. R % SCALE.- 1 "=10' 110101ECARX O (STA. 35+31.42 C.L. TO 39+16.56 C.L.) K'B" HIGHGA TE PARK BLVD. 8 SCALE. 1 "=10' HIGHGATE PARK CNT = STA. 10+00.00 C.L. PEMBERLEY CNT OleIle -- EXST. 24' H.P. i SEE SHEET 7 FOR � PUBLIC WALL PLAN CONTINUATION/ i i riv Cr 7300 U,Vp-, 1 16 1� i 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 wnur_eTC DeoW nnHa C\/AQ1N 3U_ (STA. 34+29.63 C.L. TO 40+69.59 C.L.) > a SCALE: 1 = 50 HORIZONTAL a w is R/W PA LS 9.5' ELEV ELEVATION VARIES ( LANDSCAPE N, 10.5' TO 13.5' 1 LOT 2' mm'm, Y w 6' MIN. N, m 1 BLOCK I N. w WALL WALL SECTION mm PROPOSED WALL EXISTING WALL 2% MAX. Fl1 SECTION LETTER 5' WIDE PROPOSED CURB MEANDERING & GUTTER SIDEWALK 110101ECARX O (STA. 35+31.42 C.L. TO 39+16.56 C.L.) K'B" HIGHGA TE PARK BLVD. 8 SCALE. 1 "=10' HIGHGATE PARK CNT = STA. 10+00.00 C.L. PEMBERLEY CNT OleIle -- EXST. 24' H.P. i SEE SHEET 7 FOR � PUBLIC WALL PLAN CONTINUATION/ i i riv Cr 7300 U,Vp-, 1 16 1� i 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 wnur_eTC DeoW nnHa C\/AQ1N 3U_ (STA. 34+29.63 C.L. TO 40+69.59 C.L.) > a SCALE: 1 = 50 HORIZONTAL a w is 34+00 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 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 GRADE BREAK LS LANDSCAPE ELEV ELEVATION W', mm'' N, m mm'm, TC N, 0- N. m_ WALL SECTION mm PROPOSED WALL EXISTING WALL SECTION LETTER - - - - - A SECTION LINE 1 SHEET SECTION IS LOCATED o AM" ������■ �I �II I��i1�1�1�1�1�111■II■I■11■■II■I� I�I�I■�I�■ISI■11■■II■lid II■■� II■■� �il�l��ll Ell I mamilmlimm I■11 II I I 11 I I��I�I■11�11��1�11��1��1�, ��� �'� _ -MEN! L 029-- _, W...mmmml m_ ME 01-Lq. MEMO Im.ml m_mmmm.,1tv2 M11100 MEMO MEN F_- 9 N 1 EWA mi-6-1mv! E. -I M-EMOT - mm.A,.m MENEEMEN. -9 M -.EN MENEM I. -BEER m1mmmimmimmmmmmmiummal MINNEW.- 34+00 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 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 34+25 35+00 37+00 (STA. 34+43.19 EAST WALL TO 39+16.56 EAST WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 38+00 39+00 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 illi �I�� � I i ii Il ; �i Il I i II ' I li I ....� i ii ll R 4 �C3 if � fl ++ f Z<< it 40+00 - - - v ' N IV) ` � a � �q If � II II II MING AVENUE (SEE 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 UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION UNE. 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 TRANSMISSION UNE. LEGEND: ABBREVIATIONS FL FLOWLINE SCALE: 1 " = 50' CL CENTERUNE 50' 25' O' 50' 100' EG EXISTING GRADE FG FINISHED GRADE GB GRADE BREAK LS LANDSCAPE ELEV ELEVATION W', mm'' N, m mm'm, TC N, 0- N. m_ WALL SECTION E. PROPOSED WALL EXISTING WALL SECTION LETTER - - - - - A SECTION LINE 1 SHEET SECTION IS LOCATED ������■ �I �II �il�l��ll I■11 II I I 11 I I��I�I■11�11��1�11��1��1�, ��� �'� _ -MEN! L 029-- _, W...mmmml m_ ME 01-Lq. MEMO Im.ml m_mmmm.,1tv2 M11100 MEMO MEN F_- 9 N 1 EWA - mm.A,.m -9 MENEM I. -BEER m1mmmimmimmmmmmmiummal MINNEW.- NEEMEMENEEMEN 34+25 35+00 37+00 (STA. 34+43.19 EAST WALL TO 39+16.56 EAST WALL) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 38+00 39+00 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 372 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 illi �I�� � I i ii Il ; �i Il I i II ' I li I ....� i ii ll R 4 �C3 if � fl ++ f Z<< it 40+00 - - - v ' N IV) ` � a � �q If � II II II MING AVENUE (SEE 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 UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION UNE. 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 TRANSMISSION UNE. LEGEND: ABBREVIATIONS FL FLOWLINE SCALE: 1 " = 50' CL CENTERUNE 50' 25' O' 50' 100' 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 W1 WALL SECTION PROPOSED WALL EXISTING WALL SECTION LETTER - - - - - A SECTION LINE 1 SHEET SECTION IS LOCATED Know what's below. Call before you dig. LEGEND: ABBREVIATIONS FL FLOWUNE 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 W1 WALL SECTION .r #4 "L" BAR AT 32' O.C. PROPOSED WALL = EXISTING WALL CTION LETTER — — — — - A SECTION LINE 1 SHEET SECTION IS LOCATED SOLID 3 5/8"x 2 1 /4"x 7 5/8" SUNSET RED BRICK HEADER 3 5/8"x 1 1/4% 7 5/8" SUNSET RED BRICK VENEER --� (SAILOR COURSE) ,#5 CONT. BOND BEAM (12' FROM THE TOP) 6"x8'x16' CONCRETE BLOCK--, STUCCO STREET SIDE (BROWN COAT) (COLOR OMEGA it COAT) #5 CONT. BOND BEAM (AT MID HEIGHT) GROUT SOLID ALL CAVITIES --- STREET SIDE LANDSCAPE GRADE , % LANDSCAPE GRADE VARIES ml2 (6" MIN.) .fit. 3"X3"X3' CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOLING REBAR 2' FOOTING EASEMENT R TO BE DEDICATED WITH THE FINAL MAP OR BY 2" SEPARATE INSTRUMENT AS INDICATED ON PLAN LOT SIDE 10 SOLID 3 5/8"x 2 1/4"x 7 5/8'2' FOOTING EASEMENT R TO BE DEDICATED WITH 8'-0' WALL SECTION: #4 'L" BAR AT 24" O.C. SUNSET RED BRICK HEADER o m 3 5/8'x 1 1/4'x 7 5/8" r(CENTERED IN WALL) 0 SUNSET RED BRICK VENEER AS INDICATED ON PLAN ,00 (20" MIN. LAP SPLICE) ,,, -NEATLY GROUT CAVITY o 0 � a: 7'-4�WA,L_ SECTION; 2 1/4' x 1' x 7 5/8' SUNSET a �g o Ir .r #4 "L" BAR AT 32' O.C. o = 1 °' (CENTERED IN WALL) 1 (EXTEND TO 20" ABOVE o (20 MIN. LAP SPLICE) TOP OF FOOTING) d. o co COLOR COTE OMEGA II), ALL WALLS SEALANT TO BE APPLIED -- N o �' /-BY WALL CONTRACTOR 6"x8"x16" CONCRETE BLOCK �$ (EXTEND TO 20" ABOVE x M fI FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO ALLOW FOR DRAINAGE 12" 16" MAX. (7'-4") 24" MAX. V-0" ` 4 EA. #4 BAR 0 8 O.C. +4 BAR A 9O.C. 30" WALL SECTION 9 N.T.S. 2' FOOLING EASEMENT R TO BE DEDICATED WITH SOLID 3 5/8'x 2 1/4"x 7 5/8" THE FINAL MAP OR BY SUNSET RED BRICK HEADER SEPARATE INSTRUMENT I 2" AS INDICATED ON PLAN 3 5/8"x 1 1/4"x 7 5/8" SUNSET RED BRICK VENEER (SXLDER COURSE) STUCCO STREET SIDE (BROWN COAT, _.,/ COLOR COTE OMEGA il), ALL WALLS f EXCEPT CORNER CHAMFERS 2 1/4"x 1" x 7 5/8' SUNSET RED BRICK VENEER WITH WHITE MORTAR RUNNING BOND (CORNER CHAMFER WALL ONLY) #5 CONT. BOND BEAM (AT MID HEIGHT) -" 6'x8"x16' CONCRETE BLOCK --� STREET SIDE GROUT SOLID ALL CAVITIES LANDSCAPE GRADE VARIES (6" MIN.) 3'X3"X3' CONCRETE BLOCK CHAIRS SHALL BE USED TO -- PLACE FOOTING REBAR #5 CONT. BOND BEAM (12" FROM THE TOP) SEALANT TO BE APPUED BY WALL CONTRACTOR #4 "L' BAR AT 24" O.C. a --(CENTERED IN WALL)5 (20' MIN. SPLICE) o N I wo A LOT SIDE ....,� `� 0I zo FIRST COURSE TO CONSIST OF UNMORTARED HEAD JOINTS TO a ALLOW FOR DRAINAGE R N M 15" (I 12" W ice, r_.., 4 EA. #4 BAR 0 9" O.C. #4 BAR 0 9' O.C. 3" 33" WALL SECTION 11 SOLID 3 5/8'x 2 1/4"x 7 5/8" SUNSET RED BRICK HEADER 3 5/8" x 1 1/4% 7 5/8" SUNSET RED BRICK VENEER (SOLDIER COURSE) #5 CONT. BOND BEAM (12" FROM THE TOP) 2 l/4" x 1" x 7 5/8' SUNSET RED BRICK VENEER WITH WHITE --,�,, MORTAR, RUNNING BOND (CORNER CHAMFER WALL ONLY) STUCCO STREET SIDE (BROWN COAT, COLOR COTE OMEGA II), ALL WALLS EXCEPT CORNER CHAMFERS STREET SIDE #5 CONT. BOND BEAM (AT MID HEIGHT) GROUT SOLID ALL CAVITIES 5 EX (9'-4"), 6 EA. (1('-0"), 7 EA. (10'-8") COURSES OF 87x8"X16" CONCRETE BLOCK LANDSCAPE I GRADE I LANDSCAPE GRADE VARIES - 2�- (6' MIN.) 18" M 3"X3"X3' CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING REBAR 2' FOOTING EASEMENT RTO BE DEDICATED WITH r2THE FINAL MAP OR BY » SEPARATE INSTRUMENT AS INDICATED ON PLAN LOT SIDE 1-11011" V-4" TO 10'-8" Wim; w#4 "VERT" BAR AT 32' O.C. (CENTERED IN WALL) (20' MIN. LAP SPLICE) SEALANT TO BE APPLIED CD ^BY WALL CONTRACTOR 10 SOLID 3 5/8"x 2 1/4"x 7 5/8'2' FOOTING EASEMENT R TO BE DEDICATED WITH SUNSET RED BRICK HEADER THE FINAL MAP OR BY 6"x8"x16" CONCRETE BLOCK 3 5/8'x 1 1/4'x 7 5/8" m 0 SUNSET RED BRICK VENEER AS INDICATED ON PLAN ,00 L ,,, -NEATLY GROUT CAVITY 0 3 FINISHED GRADE 2 1/4' x 1' x 7 5/8' SUNSET 4 'VERT' BAR AT 32" O.C. & 10'-Q" WALL• I (CENTERED IN WALL) �" MORTAR, RUNNING BOND #4 "L' BAR AT 16' O.C. (CORNER CHAMFER WALL ONLY) z (EXTEND TO 20" ABOVE TOP OF FOOTING) d. o co COLOR COTE OMEGA II), ALL WALLS 10'-8' WALL., "L" -- N I0 4 BAR AT 8" O.C. 6"x8"x16" CONCRETE BLOCK �$ (EXTEND TO 20" ABOVE x M X x Li '11000, #5 CONT. BOND BEAMF13.75 TOP OF FOOTING) a �. 3 (AT MID HEIGHT)ISHED GRADE FIRST COURSE TO CONSIST OF -4-.c. °.d° to ,--UNMORTARED HEAD JOINTS TO > ALLOW FOR DRAINAGE GROUT SOUD ALL CAVITIES I 16' 42" 5 EA. #4 BAR 0 9" O.C. -- 14 BAR 0 9" O.C. WALL SECTION 10 SOLID 3 5/8"x 2 1/4"x 7 5/8'2' FOOTING EASEMENT R TO BE DEDICATED WITH SUNSET RED BRICK HEADER THE FINAL MAP OR BY 3 5/8'x 1 1/4'x 7 5/8" 2" SEPARATE INSTRUMENT SUNSET RED BRICK VENEER AS INDICATED ON PLAN (SOLDIER COURSE) #5 CONT. BOND BEAM (12" FROM THE TOP)Uj LOT SIDE �W 2 1/4' x 1' x 7 5/8' SUNSET 4 'VERT' BAR AT 32" O.C. RED BRICK VENEER WITH WHITE I (CENTERED IN WALL) MORTAR, RUNNING BOND (20" MIN. LAP SPLICE) (CORNER CHAMFER WALL ONLY) z STUCCO STREET SIDE (BROWN COAT, o SEALANT TO BE APPLIED COLOR COTE OMEGA II), ALL WALLS I BY WALL CONTRACTORLq -- N i EXCEPT CORNER CHAMFERS 6"x8"x16" CONCRETE BLOCK �$ STREET SIDE ._.,� a Li '11000, #5 CONT. BOND BEAMF13.75 ATLY GROUT CAVITY a �. 3 (AT MID HEIGHT)ISHED GRADE I �' v > GROUT SOUD ALL CAVITIES 8 COURSES OF 8'x8"X16" a CONCRETE BLOCK #4 'L" BAR AT 16' O.C. -- (EXTEND TO 20' ABOVE " TOP OF FOOLING) LANDSCAPE GRADE I FIRST COURSE TO CONSIST OF 0 UNMORTARED HEAD JOINTS TO LANDSCAPE GRADE VARIES --- ALLOW FOR DRAINAGE (6' MIN.)E206 04 5 EA. #4 BAR 09' O.C. 3'X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 3"4 BAR ®9' O.C.ell 48 " L_ � � PLACE FOOTING REBAR x om WALL SECTION 12 ROGER A. cv DATE R.C.E. 33322 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. DANIEL PAD#LLA DATE R.C.E. 67008 Know what's below. 0111 before you dig. .a r m� �W zo o_ -- N W > a W¢ �cn 0 x N 0 W h_ Q M 00