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HomeMy WebLinkAbout1.4-7239ENGINEER'S STATEMENT THESE PLAINS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-- 30--14 a APPROVED BY: NICOLAS C. FILDER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12 -31 -14 5 -1!5 —/� DATE DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE 7;zo%� Aoe /I (f REVIEWED 8Y: TRAFFIC ENGINEER DATE DIG ALERT Calls, TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE** 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPEC11ON DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 N.T.S. LEGEND. ABBRE.VIAT QNS FL FL{}WUNE CL CENTMINE FG FINISHED GLADE LS LANDSCAPE ELEV B.EVAinoN PCC POSIT OF GOMPOtJND CtJRVATUI E PI POINT OF IN1'E"RSECTION EC END VEBTI -CAL O1RVE BC BEGIN CAVE Wn WALL SECTION r■■■� PROPOSED WALL CiION LETTER A — — � SEc11oN urrE sEcnaN Is LOCATED SECTION LETTER A SECTION 2 DESCRIPTION SECTO IS CAMED OUT LIST OF MATERIALS BLOCK WALL LF 640' Q SHEET NO. INDEX SHEET TITLE 1. COVER SHEET Zo NOTES &SPECIFICATIONS 3. RIVER RUN BOULEVARD A r� 11 00 ;oo \-\-too 40 p,S40 ?\A i � �0 r 1100' 000� EXIS711y 6' � •f oole .100e .00e .000e cite 2 11,001' 1000, 3 26 \ \ \ e oeo EXlSTIN 19 ..- 17 15 12' 4 13 s .. ,.-- . o ..- .•- .i �,- '► -01 1-00 100 , '�' EXISTING R-2 i PROJECT MAP SCALE: r =eo• C4 �- .et o x z d" r O N L c� Z w W 2 w v CD w cn t� Z GENERAL 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, to the Krazan & Associates Soils Report KA No. 022-13112, Dated 9-03-13. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A615, Grade 40. 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 Socks of Cement (min) per Cubic Yard. 3. 1 1/2 NIP 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. Reinforcing Materials: ASTM A615, Grade 40 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type So 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. PAL 3 1/2"x 2 3/16 "x 7 1/2" W WALL SECTION 1 RED BRICK CAP NOTES CAP PIN AACHWOMCUMM. Mi LS no 3 5/8"x 7/18 "x 7 5/8" RED BRICK VENEER N.T.S 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION 001 #5 CONT. IN BOND BEAM T. fumm WALL OETAL THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND LOT SIDE q (12" FROM TOP OF WALL) 10 _j X17 NOTICE. RED BRICK SINGLE BULL NOSE I CITY CONST. INSPECTION DEPARTMENT 326-3049 = w W #4 nL7 BAR AT 32" O/C RED BRICK a. 3 5/8"x 7/1 6"x 7 5/8" (CENTERED IN BLOCK) RED BRICK VENEER W W (30" MIN. LAP SPLICE) 0 j 0 < 1. BLOCK TYPE: MORTARED CONCRETE BLOCK (CENTERED IN WALL) Z O 1 0 it GROUT SOLID ALL CAM TIES 10 a U, :1 CONC. MASOMY BLOW X U) <1 IL _j 6x 8"x 16" CONCRETE BLOCK " U) W POt WALL DETAR. 0 1 W 3: a to _j < 3: #5 CONT. IN BOND BEAM it W in BY WALL CONTRACTOR .1 W W (AT MID HEIGHT) ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. LANDSCAPE GRADE VARIES (GO MIN) > 0 g 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT 0 1z W #4 BAR 0 32" O/C STUCCO HIGHEST SIDE OF WALL. 0- STREET SIDE t R 3- #4 CONT. RE -BAR 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. _j LANDSCAPE GRADE s < VARIES (6m MIN) CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING LAC OOT�NGgRE SE5. E -BAR 2 r. I 2r7" THE AREA ALONG THE WALL LINE. SEALANT TO BY WALL CONTRACTOk E APPUEC CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED WALL SECTION 5 CONCRETE FOOTING 0 BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. #4 BAR 0 32" O.C. 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY PLAN7ER a3 3"x 3"x 3" CONCRETE BLOCK 26" N.T&S CHAIRS SHALL BE USED TO 3- 04 CONT. RE-BAR PLACE FOOTING RE-BAR _j 3 1/20x 2 3/16wx 7 1/2w RED BRICK CAP 3 5/8'x 7/18 "x 7 5/8" RED BRICK VENEER #5 CONT. IN BOND BEAM (120 FROM TOP OF WALL) A4 "L" BAR AT 24m O/C (CENTERED IN BLOCK) (30m MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES 6"x S"x 16" CONCRETE BLOCK #5 CONT. IN BOND BEAM (AT MID HEIGHT) STUCCO STREET SIDE P/L LOT SIDE W WALL SECTION 1 NOTES CAP PIN AACHWOMCUMM. Mi LS no now* N.T.S 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION 001 W T. fumm WALL OETAL THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND I W THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS 10 _j NOTICE. RED BRICK SINGLE BULL NOSE I CITY CONST. INSPECTION DEPARTMENT 326-3049 ON 3 1/2" x 2 3/16" x 7 1/2n 0 PARKS DEPARTMENT 326-3117 RED BRICK a. 3 5/8"x 7/1 6"x 7 5/8" 9L RED BRICK VENEER W GENERAL NOTES 8 "x BOX I GO SMOOTH 0 j 0 4 VERTS. AT 320 O/C FACE CONC. BLOCK 1. BLOCK TYPE: MORTARED CONCRETE BLOCK (CENTERED IN WALL) SIZE WALL: 6"x 8 x 16" COLOR: STANDARD GREY #5 CONT. IN BOND BEAM (AT MID HEIGHT) 10 a U, :1 CONC. MASOMY BLOW PATTERN: RUNNING BOND STUCCO .orGOX SOX 160 SMOOTH U) W POt WALL DETAR. CAP: AS SHOWN SEALANT TO BE APPLIED 0 FACE CONC. BLOCK C3 it W in BY WALL CONTRACTOR SEALANT TO BE < 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. LANDSCAPE GRADE VARIES (GO MIN) > APPLIED BY WALL CONTRACTOR g 3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT 0 1z W #4 BAR 0 32" O/C HIGHEST SIDE OF WALL. 0- t R 3- #4 CONT. RE -BAR 4. WALL IS TO BE CAPPED AS NOTED ON PLAN. _j 3"x 3"x 3" CONCRETE BLOCK D CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING LAC OOT�NGgRE SE5. E -BAR THE AREA ALONG THE WALL LINE. _j 6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED WALL SECTION 5 BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT. 7. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY PLAN7ER a3 DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE N.T&S CHARGED OUT ON AN HOURLY BASIS. _j 8. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY LOWSIOC Fa 0 cn cr W DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. a- 9. WATER PROOF SURFACE WITH 1/49" THICK ASPHALTIC WATER K iA�I/�R 019 1<#0 PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 PER WALL DETAIL COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. TOP OF CONCRETE MONUMENT IN LAMPHOILE AT THE ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH CENTERLINE INTERSECTION OF ELK HORN CREEK LANE A CLEAR WATER SEAL SUCH AS "AQUA - SEAL", OR APPROVED EQUAL. AND ROARING RIVER AVENUE 10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER ELEVATION = 357.42' (PER CITY DATUM PER TRACT 5999 IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION PHASE 3 MONUMENT ELEVATION MAP) JOINTS OF 60' IN WALLS WITHOUT PILASTERS. BA2,%S OFBEARINGS: • 11. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER 7HE BEARING OF'N8852"M*W SHO*N FOR 7HE wALL ormL THAN 8 FOOT CHORDS. SOUTH LINE OF' THE SOUTHWEST A4 OF SECTION I T. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 30 So R. 26 Wo ON 7RACT NO. 6030 PHASE a. 1/2" :hl /8"' ALL REINFORCING STEEL SHALL BE 11ED FIRMLY IN MAP BOOK 47, PAGE 184 WAS USED AS THE IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK BASIS BEARINGS SNOB HERON. WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK RED BRICK SINGLE BULL NOSE _j VAR= PER WALL DETAIL WILL BE ALLOWED. ALL CONSTRUCTION OF NON-MODULAR PIECES ON 3 1/2" x 2 3/16" x 7 1/2" SHALL BE DONE WITH SAWCU TS. RED BRICK 12. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. (SEE WALL SECTION 5) STUCCO CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR To 1/2" x 2 3/16" x 7 1/2" COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT BRICK VENEER WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR co PLANTER REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT I NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- tV TION AHEAD OF THE CONSTRUCTION. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD STUCCO 3 1/20x 2 3/16wx 7 1/2w RED BRICK CAP 3 5/8'x 7/18 "x 7 5/8" RED BRICK VENEER #5 CONT. IN BOND BEAM (120 FROM TOP OF WALL) A4 "L" BAR AT 24m O/C (CENTERED IN BLOCK) (30m MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES 6"x S"x 16" CONCRETE BLOCK #5 CONT. IN BOND BEAM (AT MID HEIGHT) STUCCO STREET SIDE P/L LOT SIDE LANDSCAPE GRADE >i VARIES (6" MIN) SEALAN T TO E APPLIEC B Y WALL CONTRACTOIR a CONCRETE FOOTING #4 BAR 0 32n O.C. it 3"x 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO #4 CONT. RE-BAR PLACE FOOTING RE-BAR WALL SECTION 2 N.T.S 3 1/2"x 2 3/16"x 7 1 RED BRICK CAP 3 5/8"x 7/16"x 7 5/8" RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "L" BAR AT 32" O/C (CENTERED IN BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES 6"X 8"X 160 CONCRETE BLOCK STUCCO #5 CONT. IN BOND BEAM (AT MID HEIGHT) STREET SIDE PAL LOT SIDE W W CAP PIN AACHWOMCUMM. Mi LS no W W 001 W T. fumm WALL OETAL a I W 0 10 _j < 2 X 1 I X 0 <1 0 Ir .1 a. Ic 9L W 0 W 0 j 0 3: < = 10 3 CONC. MASOMY BLOW X r, W W POt WALL DETAR. L W W z 0 it W in _j 0 < 0! > LANDSCAPE GRADE >i VARIES (6" MIN) SEALAN T TO E APPLIEC B Y WALL CONTRACTOIR a CONCRETE FOOTING #4 BAR 0 32n O.C. it 3"x 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO #4 CONT. RE-BAR PLACE FOOTING RE-BAR WALL SECTION 2 N.T.S 3 1/2"x 2 3/16"x 7 1 RED BRICK CAP 3 5/8"x 7/16"x 7 5/8" RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) #4 "L" BAR AT 32" O/C (CENTERED IN BLOCK) (30" MIN. LAP SPLICE) GROUT SOLID ALL CAVITIES 6"X 8"X 160 CONCRETE BLOCK STUCCO #5 CONT. IN BOND BEAM (AT MID HEIGHT) STREET SIDE PAL LOT SIDE NEATLY GR I UT CA TY SOX BOX 16" CONCRETE BLOCK Ca d 4 OL7 BAR AT 16" O/C LANDSCAPE GRADE CENTERED IN BLOCK) VARIES (SO MIN) 2 SEALANT TO BE APPLIED 21" BY WALL CONTRACTOR A CONCRETE FOOTING 0 #4 BAR 0 32" O.C. f 311m MAX. 3ax 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 3- #4 CONT. RE-BAR PLACE FOOTING RE-BAR WALL SECTION 3 N.T.S COMM MASO11AW M WAL I 'Mrm- . . W.NM0NzFW-W'% • PM WM.L OCrAL8 N_Q I'i f3w IL SLOW T " X Ix NOMA © FMM VAML OETAR.2 cy) zffm ME 3 1/2"x 11 1/2n X 2 3/16 60 CMC,. BLOM SINGLE'8ULL NOSE ON Me A E rwor HAWM i MASONW IIE3 (LOWER 66%MSES) 3 1/2'x 7 1/2 0 x 2 3/166n INUMM 0 14r 06C. RED BRICK W1 WHITE MORTAR ffAM ONNIMIM gr CONC. BLOCK (UPPER COURSES) a C4 W VAINIM PIN VW" OCTAL STREET-SIDE ARCHITECMRAL PLAN N.T.S C PLAN VIEW OF PLAN TER AT RIVERRUN BLVD. @ ELKHORN CREEK LN. N. TS `--(SEE WALL SECTION 2) IS USED. WATERPROOF SEAL PRIOR TO INSTALLATION OF ANY SIGN AGE, SUBDIVIDER SHALL SUBMIT TWO SEC11ON rD COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR ,N.T.S FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL, SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, 3 11rk 2 3/16% 7 Ur AM MWK COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). Ir 0= SrAINLESS STEEL LETTERS APPROVAL OF THESE WALL PLANS BY Ti PUBLIC WnPle4Z n1P5rf%TrMZk nrwc VM Affig IRA NOT INCLUDE APPROVAL OF ANY SIGNAGE. ff-MPIMMEW IMP �%M INSAft WRIN mr) �udc caw FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2 op ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16 OR THE I I a V_ J. I I RED M= TRU DEPTH OF THE FOOTING, WHICHEVER IS LESS. ✓ AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF TRACT 7239 BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A I I ru 11.11111.1.111 I.-I-T-M SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S 11rx 2 311 7 /r RED AIW SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 3 4rz I C it I on [in Ni CMM U I W RNM ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY M SrU000 WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. ELEVATION OF SIGN PLANTER RIVER RUN BLVD, & ELKHORN CREEK LN. F" am _ Numponal dw � arx Irx 160 CONC BLOOC 0 W WALL PORTION & Urx 8"X 16" CONC OLM 0 6' WALL POR1101 #4 *L7 BAR 0 EA. CORNEIt ex 8'x 16" CONC. BLOCK CORE IME6 COWNCIOR SN" MW 11E 0111M Ron a (a Im raw) M OF THE MOSI MIL MDWJMW ON THE 000M OF OXWO UL DR. NO fVM NO GM 'NS FNW V0V DEPICTS Affsomot"a NSTALLAifQN 11mumemoft SVMMW STEEL WU MOM (1/4 X 2 1/2) WL MUNTED TOP AND BMW eNNY 6 INCM RAISH TO 7M WALL WM EPDXY MID SHALL MA NO VMS MUM SKWE AND UALL 32"* 3 1/2"x 2 3/16"x 7 1/2" RED BRICK WITH WHITE MORTAR 3 5/8nx 0 7/16"x 7 5/8n RED BRICK VENEER ON STREET SIDE OWN 00-000-- 0- MMOMMOMMM OW NAM 6ax 8nx 16" CONCRETE BLOCK WITH STUCCO ON STREET SIDE M N 21-ON TYPICAL WALL ELEVATION ALL STREETS NOT TO SCALE S 8"x 16* CONCRETE BLOCK Go WITH MATCHING STUCCO ON STREET SIDE (LOWER COURSES, PER PLANS) I �7 � cor -1/21* EXPANSION JOINT 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER ANCHOR TIES TO CONC. 3 1/2"x 2 3/16 "x 7 1/2 RED BRICK CAP 3 5/8nx 7/16nx 7 5/8"- RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) STREET SIDE #4 "L" BAR AT 32" O/C (CEN I IN BLOCK) (30N MIN. LAP SPLICE.) GROUT SOLID ALL CAVI TIES - 6"X 8"x 16" CONCRETE BLOCK STUCCO #5, CONT. IN BOND BEAM (AT MID HEIGHT) 8nx 8"x 160' CONCRETE BLOCK -- LANDSCAPE GRADE VARIES (6" MIN) SEALANT TO BE APPLIED BY WALL CONTRACTOR 28" BAR 0 32" O.C. ONCRETE FOOTING PAL w W CAP PIN AACHWOMCUMM. Mi LS no W 001 MAINWA MM Y EACH 011MECUM T. fumm WALL OETAL W I W 0 10 _j < 2 X 1 a 0 X 0 <1 0 Ir .1 IUL 9L W lr3drKlir 0 _j 0 W _j 10 3 CONC. MASOMY BLOW X U) POt WALL DETAR. L W W z it W in _j 0 < 0! > NEATLY GR I UT CA TY SOX BOX 16" CONCRETE BLOCK Ca d 4 OL7 BAR AT 16" O/C LANDSCAPE GRADE CENTERED IN BLOCK) VARIES (SO MIN) 2 SEALANT TO BE APPLIED 21" BY WALL CONTRACTOR A CONCRETE FOOTING 0 #4 BAR 0 32" O.C. f 311m MAX. 3ax 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO 3- #4 CONT. RE-BAR PLACE FOOTING RE-BAR WALL SECTION 3 N.T.S COMM MASO11AW M WAL I 'Mrm- . . W.NM0NzFW-W'% • PM WM.L OCrAL8 N_Q I'i f3w IL SLOW T " X Ix NOMA © FMM VAML OETAR.2 cy) zffm ME 3 1/2"x 11 1/2n X 2 3/16 60 CMC,. BLOM SINGLE'8ULL NOSE ON Me A E rwor HAWM i MASONW IIE3 (LOWER 66%MSES) 3 1/2'x 7 1/2 0 x 2 3/166n INUMM 0 14r 06C. RED BRICK W1 WHITE MORTAR ffAM ONNIMIM gr CONC. BLOCK (UPPER COURSES) a C4 W VAINIM PIN VW" OCTAL STREET-SIDE ARCHITECMRAL PLAN N.T.S C PLAN VIEW OF PLAN TER AT RIVERRUN BLVD. @ ELKHORN CREEK LN. N. TS `--(SEE WALL SECTION 2) IS USED. WATERPROOF SEAL PRIOR TO INSTALLATION OF ANY SIGN AGE, SUBDIVIDER SHALL SUBMIT TWO SEC11ON rD COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR ,N.T.S FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL, SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, 3 11rk 2 3/16% 7 Ur AM MWK COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). Ir 0= SrAINLESS STEEL LETTERS APPROVAL OF THESE WALL PLANS BY Ti PUBLIC WnPle4Z n1P5rf%TrMZk nrwc VM Affig IRA NOT INCLUDE APPROVAL OF ANY SIGNAGE. ff-MPIMMEW IMP �%M INSAft WRIN mr) �udc caw FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2 op ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16 OR THE I I a V_ J. I I RED M= TRU DEPTH OF THE FOOTING, WHICHEVER IS LESS. ✓ AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF TRACT 7239 BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A I I ru 11.11111.1.111 I.-I-T-M SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S 11rx 2 311 7 /r RED AIW SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 3 4rz I C it I on [in Ni CMM U I W RNM ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY M SrU000 WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. ELEVATION OF SIGN PLANTER RIVER RUN BLVD, & ELKHORN CREEK LN. F" am _ Numponal dw � arx Irx 160 CONC BLOOC 0 W WALL PORTION & Urx 8"X 16" CONC OLM 0 6' WALL POR1101 #4 *L7 BAR 0 EA. CORNEIt ex 8'x 16" CONC. BLOCK CORE IME6 COWNCIOR SN" MW 11E 0111M Ron a (a Im raw) M OF THE MOSI MIL MDWJMW ON THE 000M OF OXWO UL DR. NO fVM NO GM 'NS FNW V0V DEPICTS Affsomot"a NSTALLAifQN 11mumemoft SVMMW STEEL WU MOM (1/4 X 2 1/2) WL MUNTED TOP AND BMW eNNY 6 INCM RAISH TO 7M WALL WM EPDXY MID SHALL MA NO VMS MUM SKWE AND UALL 32"* 3 1/2"x 2 3/16"x 7 1/2" RED BRICK WITH WHITE MORTAR 3 5/8nx 0 7/16"x 7 5/8n RED BRICK VENEER ON STREET SIDE OWN 00-000-- 0- MMOMMOMMM OW NAM 6ax 8nx 16" CONCRETE BLOCK WITH STUCCO ON STREET SIDE M N 21-ON TYPICAL WALL ELEVATION ALL STREETS NOT TO SCALE S 8"x 16* CONCRETE BLOCK Go WITH MATCHING STUCCO ON STREET SIDE (LOWER COURSES, PER PLANS) I �7 � cor -1/21* EXPANSION JOINT 3 1/2"x 2 3/16"x 7 1/2" RED BRICK VENEER ANCHOR TIES TO CONC. 3 1/2"x 2 3/16 "x 7 1/2 RED BRICK CAP 3 5/8nx 7/16nx 7 5/8"- RED BRICK VENEER #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) STREET SIDE #4 "L" BAR AT 32" O/C (CEN I IN BLOCK) (30N MIN. LAP SPLICE.) GROUT SOLID ALL CAVI TIES - 6"X 8"x 16" CONCRETE BLOCK STUCCO #5, CONT. IN BOND BEAM (AT MID HEIGHT) 8nx 8"x 160' CONCRETE BLOCK -- LANDSCAPE GRADE VARIES (6" MIN) SEALANT TO BE APPLIED BY WALL CONTRACTOR 28" BAR 0 32" O.C. ONCRETE FOOTING PAL "A`~�-NEATLY GROUT CAVITY L" BAR AT 16" O/C EXXT"END TO 40n ABOVE TOP 2 OP OF FOOTING 0 a N V_ 3"x 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE-BAR 3- #4 CONT. RE-BAR WALL SECT-ION 4 LOT SIDE W CAP PIN AACHWOMCUMM. Mi LS no W MAINWA MM Y EACH 011MECUM T. fumm WALL OETAL 0 I W X M W J ;0 2 X 1 a 0 X 0 <1 a Ir .1 IUL W "A`~�-NEATLY GROUT CAVITY L" BAR AT 16" O/C EXXT"END TO 40n ABOVE TOP 2 OP OF FOOTING 0 a N V_ 3"x 3"x 3" CONCRETE BLOCK CHAIRS SHALL BE USED TO - PLACE FOOTING RE-BAR 3- #4 CONT. RE-BAR WALL SECT-ION 4 A 2 LOT SIC N.T.S a 1/z X 2 3/16 "x 7 1/2 RED BRICK WITH WHITE MORTAR 3 Q"x 7 6nx 7 1/2" RED BRI VE E R WITH WHITE MORTAR STREET SIDE STUCCO 6"x 8% 16" CONCRETE BLOCK STUCCO ON STREET SIDE 8OX 80ox 1610 %-,Ur4U%L1t tSLUUK blUt;(;U PROPERTY ON STREET SIDE LINE (AS REQUIRED, PER PLAN) 2$- °~ SECTIQN 8 k 2 N.T.S 3 1/2"x 2 3/16"x 7 1/2" RED BRICK NTH WHITE MORTAR 3 1/2'x 2 3/16'x 7 1/2" RED BRICK CAP WITH WHITE MORTAR 6"x 8nx 16" MORTARED CONCRETE BLOCK 3 5/8*x 7/16"x 7 5/8" RED BRICK WITH MATCHING STUCCO ON STREET SIDE VENEER WITH WHITE MORTAR (UPPER COURSES) SECTION A N.T.S �v 0 C-D Lj_j Lj_j :z LLJ IC-) LLj C/) N.T.S CAP PIN AACHWOMCUMM. Mi LS no MAINWA MM Y EACH 011MECUM T. fumm WALL OETAL VIMUCAL REBAR PER WALL DIETAL Ca W > IUL 0 lr3drKlir _j < W MASOMMY 91AgC CONC. MASOMY BLOW W POt WALL DETAR. j W z _j W > STREET NILE 1z W 0- t R _j D WA TO Fa _j j a3 ONT HEAD JMTS _j LOWSIOC Fa 0 cn cr W a- RETAINING COVER PER WALL DETAIL 4 M WAI.L OCTML • FOOTING NERM wALL ormL 4 • W. 4 _j VAR= PER WALL DETAIL PILASTER DETAIL A 2 LOT SIC N.T.S a 1/z X 2 3/16 "x 7 1/2 RED BRICK WITH WHITE MORTAR 3 Q"x 7 6nx 7 1/2" RED BRI VE E R WITH WHITE MORTAR STREET SIDE STUCCO 6"x 8% 16" CONCRETE BLOCK STUCCO ON STREET SIDE 8OX 80ox 1610 %-,Ur4U%L1t tSLUUK blUt;(;U PROPERTY ON STREET SIDE LINE (AS REQUIRED, PER PLAN) 2$- °~ SECTIQN 8 k 2 N.T.S 3 1/2"x 2 3/16"x 7 1/2" RED BRICK NTH WHITE MORTAR 3 1/2'x 2 3/16'x 7 1/2" RED BRICK CAP WITH WHITE MORTAR 6"x 8nx 16" MORTARED CONCRETE BLOCK 3 5/8*x 7/16"x 7 5/8" RED BRICK WITH MATCHING STUCCO ON STREET SIDE VENEER WITH WHITE MORTAR (UPPER COURSES) SECTION A N.T.S �v 0 C-D Lj_j Lj_j :z LLJ IC-) LLj C/) cp j J opm mom aiiiiiiiiiiiiii� 4mommillimmool a slill u u quaw ON" ko u % % Now 401 4010, doop 4ow dow 17+00 16+00 00 moo doop ................................... ------ 0 L7 4 Jv ....... .. . Jww 6 FP 362.90 FP 1 363 t i 50 I Oil IP 19+00 357 - 13+00 u�il RIVER RUN BOULEVARD STA. 13+00.00 C.L. TO 20+12,674 C.L. SCALE: 1" = 40' vv+ w I PROFILE SCALE: 10 = 40! HORIZONTAL SCALE: 1" = 4' VERTICAL oe 40 LEGEND: A_138REVIATI0N FL FLOXX CL CENTERLINE FG FINISHED GRADE LS LMOSWE EL.EV ELEVATION CC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION EC DID VERTICAL CURVE BC BEGIN CURVE Will WALL SECTION '; i 3' LANDSCAPE c 1 ,� EASEMENT � ca i 1 PL CA R/W 45" co FL C4 r%: co to 34' � + m + CD .- .- i 6 HIGH CONCRETE ;Lc BLOCK WALL V) cn f71h114ZWPn PAn 55' W2 373 371 369 367 365 363 361 359 _ __ 357 20+00 CA RIVER RUN BLVD. TYPICAL HALF SECTION nl LANDSCAPE EASEMENT VARIES 8 —11 'PL R/W 6" HIGH CONCRETE BLOCK WALL FINISHED PAD w RIVER RUN BLVD. TYPICAL HALF SECTION- 140 c.