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HomeMy WebLinkAbout1.4-7405 PH 1-41.4-7405 PH 1-4 GENERAL NOTES 1.ALL CONS1RUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF "TRANSPORTATION STANDARDSPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LA TEST EDITION, ANDSTANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. DATEDDECEMBER 16, 2021 (SEI FILE 21-18209) AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CON1RACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2.ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSEDCITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THECONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONS1RUCTION. AN OPEN STREETPERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED INTHE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE ANDSECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALLBE POSTED PRIOR TO ISSUANCE OF A PERMIT.4.24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS1RUCTION INSPECTION SECTIONSHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TOCONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6.EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THEENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CON1RACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 811) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONS1RUCTION OR EXCAVATION. 7.ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE CON1RACTOR'S OPERATIONSSHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8.IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWINEROR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9.THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETEAND FUNCTIONAL PRODUCT.10.ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS ANDSPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NOCOMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11.IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS ISACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL INWRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12.THE CON1RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURINGTHE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORMWATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THISREQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTORSHALL DEFEND, INDEMNIFY AND HOLD THE OWINER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ORALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLENEGLIGENCE OF THE OWINER OR THE ENGINEER. 13.IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDSDISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR ACORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14.PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESEPLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15.AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORKPERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, SECURITYBASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIREDSHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16.NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITYAND INSURANCE HAS BEEN OBTAINED. 17.ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FORTHE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTSWITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18.ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKSWILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19.NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE ATTHE EXPENSE OF THE CONTRACTOR. WALL NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2.BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 TO A DEPTH OF 12INCHES BELOW BOTTOM OF FOOTING.3.EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION TO TOP OFFOOTING. USE BATTER BOARD TO PREVENT OVERPOUR OF CONCRETE FOOTING ON THE PUBLIC LANDSCAPE SIDE .. 4.FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR WILL BE RESPONSIBLE FORCOMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. 5.WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION BELOW HIGHESTGRADE SIDE DOWN TO FOOTING.6.OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A SPACING OF 16 INCHES ONCENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. 7.FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS PER BLOCK MANUFACTURER'SRECOMMENDATIONS. IF NO RECOMMENDATIONS EXIST, PROVIDE EXPANSION JOINTS WITH 3/8" -MAX. GAP AT MAXIMUM 48 FOOTINTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. 8.THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6' -0" MIN. MEASURED FROM THE HIGHEST ADJACENTGROUND. 9.MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED. 10.ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 11.ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER.12.GROUT ALL CELLS CONTAINING REBAR, TYPICAL. 13.FOR OTHER IMPROVEMENTS NOT SHOWN, REFER TO GRADING PLAN, STREET PLANS, SEWER & STORM DRAIN PLANS, WATERPLANS AND DRY UTILITY PLANS FOR THIS MAP. 14.MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR S1RUCTIURE SHALL BE 4:1, EXCEPT FOR TWO FEETBEHIND 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. 15.PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANSTO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGNEDPLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY,DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE, LETTERING FONTS, AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANSBY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. WATERPROOFING SPECIFICATIONS 1.WATERPROOF SURF ACE WITH 1 / 4" -THICK ASPHAL TIC WATERPROOF COATING OR APPROVED EQUAL AS PER PROPOSEDCITY OF BAKERSFIELD STANDARD DRAWING L-9. STRUCTURAL NOTES GENERAL NOTES MASONRY NOTES (CONTINUED) EAST PANAMA LANE COTTONWOOD ROAD OR "" () '3 (D • "'x• 00 X io t U) iJj"' 8 SUMP OMIT HEAD JOINTS @ FG PL TRACT 7405 I 2" WALL CAP /14 CONT. AT TOP CTR. #4 CONT. TYP. fi'. @ 32" O.C. MAX 2 " (3 TOTAL) /14 @ 40" o.c. 2' WIDE WALL I FOOTING EASEMENT I TO BE DEDICATED ON FlNAL MAP. WATERPROOF SURFACE TO FG #4 @ 40" o.c. • 0 "' EAST PANAMA LANE COTTONWOOD ROAD OR • "' x• 00 X • "'"-0 U) w V) "' :::,0 u ;:: X z "' � '!.t SUMP OMIT HEAD JOINTS @ FG PL I 2" WALL CAP TRACT 7405 #4 CONT. AT TOP CTR. /14 CONT. TYP. '-'"-w> 0 (D < @ 32" O.C. MAX 2 " (3 TOTAL) /14 @ 32" o.c. 2' WIDE WALL I FOOTING EASEMENT I TO BE DEDICATED ON FlNAL MAP. •FG 0 I "' (0� WATERPROOF L��•F�Gw--;-v SURFACE TO FG #4 @ 32" o.c. PL EAST PANAMA LANE COTTONWOOD ROAD OR I 2" WALL CAP TRACT 7405 "" u '3 • "'xin X "-0 U) w V) "' u N - SUMP #4 CONT. AT TOP CTR. #4 CONT. TYP. @ 32" O.C. MAX * (4 TOTAL) m <( #4 @ 32" o.c. 2' \\1DE WALL FOOTING EASEMENT TO BE DEDICATED ON FINAL MAP. 'FG •0 I � "' OMIT HEAD ;;, �I: z ::; 0 JOINTS @ FG ',, :,a (0 � WATERPROOF 1: 0 L SURFACE TO FG '° .1 *FG c--l EAST PANAMA LANE COTTONWOOD ROAD OR • <D x in X I:, U) w U) 0: 8 N SUMP PL I 2" WALL CAP TRACT 7405 CTR. c., "-/14 CONT. TYP. @ 32" O.C. MAX !j! (4 TOTAL) :il <( #4 @ 24" o.c. 2' \\1DE WALL I FOOTING EASEMENT I TO BE DEDICATED ON FlNAL MAP. •FG z"i::, I "' EAST PANAMA LANE COTTONWOOD ROAD OR '00 I � "" u0 ..., (D • <D x in X • <D "-0 U) w U) 0: :::, 0 SUMP PL I 2" WALL CAP TRACT 7405 #4 CONT. AT TOP fi'.#4 CONT. TYP. @ 32" O.C. MAX � (4 TOTAL) m CTR. /14 @ 32" 0. C. 2' \\1DE WALL I FOOTING EASEMENT I TO BE DEDICATED ON FlNAL MAP. *FG ORTAR FILLET <( z,.i::, I "' ,,-... X z <( t3 :. 01 � CTR.� �(/) co � �"' OMIT HEAD :: e:::: X N ::!it ro JOINTS @ FG "' ro:::>='-" I <DI o oo :!.:: 1: � WATERPROOF c--., in I ix, •HIGH SIDE FG VARIES /14 CONT. TYP. •HIGH t SIDE FG VARIES #4 CONT. TYP. (3 TOTAL) 7,��,-----,_----' ...... "'"'+·. _114_@- .-,:2�• HIGH SIDE FG VARIES . , , , ,..,co g L *FGu.x u <0"'SURFACE � O FG (D 7��,,....--7 #4 @ 32" o.c. (3 TOTAL) 3" CLR. TYP. PL EAST PANAMA LANE COTTONWOOD ROAD OR I 2" WALL CAP TRACT 7405 • 00 I � "" () '3 (D • "' in X • "' t U) w U) "' :::, 0 u 0 - SUMP OMIT HEAD JOINTS @ FG fi'.#4 CONT. TYP. @ 32" O.C. MAX � (4 TOTAL) m cw. #4 @ 24" o.c. I 2' WIDE WALL I FOOTING EASEMENT TO BE DEDIC A TED ON FlNAL MAP. 'FG ORTAR FILLET CTR. WATERPROOF SURF ACE TO FG #4@ 24" o.c. < z :,a i::, I "' X z <( _::,;:,a • • 00 '° I •HIGH SIDE FG VARIES •N . - /14 CONT. TYP. -•-I''--''--:;_----''--'-..... -'--'-' :::'.=._J (4 TOTAL) -, .... 3" CLR. � a..,_·TYP. 9"2'-3"� 1-"' 3'-o" 8' -8" WALL END-SECTION N.f.s. inI ix, 3" CLR. TYP. ® 7' -4" WALL END-SECTI"�� PL I 2" WALL CAP ADJACENT PROPERTY TRACT 7405 SUMP •0 I ix, g...,(D • -X •<D t U) iJj"' 15 u N OMIT HEAD JOINTS @ FG #4 CONT. AT TOP #4 CONT. TYP. @ 32" O.C. MAX ( 4 TOTAL) CTR . /14 @ 32" o.c. 'FG fi'. � (D <( z,.i::,I ;... X WATERPROOF ,i SURFACE TO FG #4 @ 32" o.c. ;:' . . . . ., •HIGH SIDE FG VARIES ;_ ·. -� �-. {" : 3" CLR. TYP. #4 CONT. TYP. (3 TOTAL) 2'-6" "L" TYPE FOOTING 8' -0" WALL MID-SECTION (FTG. REINFORCEMENTPER WALL DETAIL N.T.S. N +-------t l-------�-- caNT. REBAR PER I 114 VERT. REBAR I CMU BLOCK PER N - #4 CONT. TYP.-14'--'-:;_-a....... ...... -'-l:::::______1 (3 TOTAL) j 3" CLR. '3 · TYP. g" 1'-9" u�>------��---<;,, 2'-6" PL I 2" WALL CAP ADJACENT PROPERTY TRACT 7405 SUMP � • 0 I ix, � 0 ..., (D io -X in X • <D t U) iJj 15 u N OMIT HEAD JOINTS @ FG #4 CONT. AT TOP #4 CONT. TYP. @ 32" O.C. MAX (4 TOTAL) CTR . #4@ 24" o.c. 'FG •HIGH SIDE FG VARIES 3" CLR. TYP. - ....., __ #_4_, -CO_N_;� __ TY_P __ ......, ......... ;--i �-(3 TOTAL) u 5': . ,... 3'-0" "L" TYPE FOOTING 8' -0" WALL END-SECTION N.T.S. 2" WALL CAP 3" CLR.TYP. �------�---"'--'---. -· -. �. •HIGH SIDE FG VARIES •.•+ ' o " ,· 1s .... -:i - #4 CONT. TYP.�14'--c _ · :..·....:.• _-..._-___.· __.· :::::______1(3 TOTAL) . f. . . 3" CLR. TYP. ® 8' -0" WALL END-SEC��-�® 8' -8" WALL MID-SEcn_��- ADJACENT PROPERTY • "' I "' � " u '3 (D • <D x in X • <D I:, U) iJj"' § 0 - OMIT HEAD JOINTS @ FG •HIGH SIDE FG VARIES 3" CLR. TYP. PL I 2" WALL CAP TRACT 7405 SUMP #4 CONT. AT TOP #4 CONT. TYP. @ 32" O.C. MAX (4 TOTAL) CTR. #4 @ 32" o.c. ,_rMORTAR FILLET--'FG WATERPROOF SURF ACE TO FG fi'. � '!I z"b CO I I r-.. co X z< ,. ::,;• . "'"' I #4 @32" 0-�: .. --f _ .. .,. ·,, .. - ... ., N . . 4.... - . . .,.... -""1;--�... ?�"-·---cc-:'=:::-·-'-:':-:::....,,,_�· /14 CONT. TYP. (4 TOTAL) �-3'-0" u \':>---------. ,... CD 8'-8" WALL MID-SECTION N.T.S. ADJACENT PROPERTY in I <D g..., til io x in X • <D t U) w U) 15 u 0 OMIT HEAD JOINTS @ FG •HIGH SIDE FG VARIES PL I 2" WALL CAP TRACT 7405 SUMP /14 CONT. AT TOP /14 CONT. TYP. @ 32" O.C. MAX (4 TOTAL) CTR. #4@ 24" o.c. ,_rMORTAR FILLET -- .·.,. *FG CTR. WATERPROOF SURF ACE TO FG 8' -8" WALL END-SECTION N.T.S. �[ if -i:,L,::;i\ff f '.�i,f -'.'W t --;-i_ 1 i! ::-?t:_{/},'/1�f}�E:c.,tk::'-i\); ii 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLESECTIONS OF THE CALIFORNIA BUILDING CODE, LA TEST EDITION. 2.MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS.WALL DETAIL I I (4 TOTAL) I WALL DETAIL ��� FOUNDATION NOTES 1.FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORTAS PROVIDED. CONCRETE NOTES 1.MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.2.CEMENT: PORTLAND CEMENT, TYPE 11, ASTM C-150.3.AGGREGATE: ASTM C-33.4.WATER: CLEAN AND DRINKABLE.5.ADMIXTIURES: ONLY AS APPROVED BY THE ENGINEER. 2.CONCRETE MIX DESIGN FOR FOOTINGS:1.CALTRANS MINOR CONCRETE, 2500 PSI AT 28 DAYS.2.505 LB OF CEMENT (MIN) PER CUBIC YARD.3.3/4" AGGREGATE (MAX).4.5" SLUMP -MAXIMUM WATER/CEMENT RATIO: 0.55 (MAX). 3.GROUT:1.STRENGTH: 2000 PSI @ 28 DAYS.2.CONCRETE BLOCK MASONRY UNITS SHALL BEDRY AND CLEAN BEFORE GROUTING OPERATION.MATERIALS LEGEND BLOCK; 6"X8"X16" STANDARD PRECISION BLOCK COLOR: GREY 8"X8"X16" STANDARD PRECISION BLOCK COLOR: GREY OR 6"X8"X16" SPLIT FACED BLOCK COLOR: GREY CAP: 2"x6"x16" MANUFACTIURED TEXTURED CAP BLOCK COLOR: GREY ROCK VENEER; "RIVER ROCK FACING" LS/PL---------------LS/PL VERT. REBAR PER WALL DETAIL ..., ----1--- "RIVER ROCK" VENEER (SEE MATERIALS LEGEND 6" 1'-4" 6" #3 STIRRUPS @ 24" o.c. NOTE: 6"x8"x16,.BLOCK PILASTERS SHALL BE 60' O.C. (MIN) SEE PLAN FOR STATIONS TYPICAL WALL "FALSE" PILASTER N.T.S. •<O 'i,, 6"x8"x16" BLOCK �--.--�----,--�---,----{��-i ro;-:s.i--�---,----------,-�-- R'J w"<( ; '�::.-1.A � 7,/={d � g g ��ii1 i � i L-'-------'----"------l..q:-"-"'---".�'""'-'---'----'---'--J I PILASTER I (TYP) fi'. � til <( z,. b CO I I i---co . (.) z Cl) Cl Wz ��-ii:(.) ::,0 1/)Cl): Cl) z <( ffi oes� 0:::: Cl w ffi l­o::: 0 a.. o_, Cl'. UJ ?' � j� UJ Cl'. u.. _J _J "' N ...._ ,-.. 0 ...._ N 0,• u • .c U) I • > 0 u I "'1"'N N "' / 0, m <I) C Z O 0 0::: ci5 0 "' u � 'g DATE 12/07/2023 � PA JOB No. 3225D m � C • t2a. SHEET MASONRY NOTES COLOR: TBD BY OWINER/DEVELOPER GROUT: TBD BY OWINER/DEVELOPER GROUT: NOTE: 40% MIN, SPLIT FACE BLOCK ( 4 COURSES) E �-------------7 21.MATERIALS:1.CONCRETE BLOCK MASONRY UNITS: ASTM C-90. TBD BY OWNER/DEVELOPER 2.REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.3.ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.@ TYPICAL WALL RELIEF DET���- 0 "' N -------------;;JCOB RECORDS No. ,,,7 OF 7 SHEETS 1.4-7405 PH 1-4 vi Ol 0 vi Ol � .. �: .. i � �-I I • Si . ;,:,: .I . f ��-iiil I I �� v1 �: I I "l:!.o "'I ·I · 1· t <s+ � -� :i,o ;ill I I · �o r:;;1 I L: �-vi Ol 00 .. IIII vi -..J N © ·'-N . 1...:---J I ' . I '. I ·=!30+32.71 (65.13' LTl= WL 30+32.71 PHASE BORY�-H-1 ;,:, I Tr B'....:.o"-��--i� I � -� � f I I_l'l i!, I I N en <:,�1"11· -; �-� g rl . . �-S:> 8 I 30+68.98 (65.13' LTl=WL 30+68.98 ANGLE PT-+­STEP IN WALL ,., � � · 7' 4"--�_J·n ·�,G_l:5 I . -�-+. � . �· .. s;, . . . . t,,· O· � (.,.I •• o "' l ... I. .I : I · . ,..,, 11 \ 30+92. 71 (88.86' L Tl= WL 31 +02.5'4 ANGLE PT 31+52.71 (99.86' LTl= WL 31+42.88 ANGLE PT -�--ffi . , . 11 \ · \ \. I 31+76.44 (76.13' LT)= � WL 31+ 76.44 ANGLE PT f ivi N.+ o· 0 ·1.I I ·1. I I . I . 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PORTER 11 PROJECT ENGINEER: FP2 DRAFTSMEN, LGH PA REVIEW BY, OATE, $ � () )>r(Tl )> en -i "'O )> z )> �� "")>-; or (/) )> �z ::;; rr, en ;d (Tl (Tl -i V) (Tl () :::! 0 z -,, 0 Z O:,;,o "' ► -< ,-§07 "z . -c, G') CD � (/) •• =<o-;­► "' r . . ::i' 07 �o 07 ��.,, r CD G'l ► ► :><;c;i �-(/) 0 :,J 007Z 5 ;rj .,► c o mcJCAl0 (/)"':co► :,;,•:,;;'(/) (/)o c 07 CD "!,;;►"""' (/) ;,!:,: 070z-O -; <.l> ;a! 11 8-,, ;a 0 0",:: 5lN8 ",­,:: ,. -zzo -< u,0§;... 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L'i4 ;JI ;,i11 �I;; 11 ct 22"1� a en �� < Vi ,. =J-0 z1'\ Q u, "' ;B � 2 1 "' Sil "'· I o! ..., o_ 1---. -----...1--�::_i I CRESCENT ELEMENTARY SCHOOL OR FUTURE JUNIOR HIGH SCHOOL THE ABOVE DRAWINGS ANO SPECIFICATIONS, AND IOEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE COPIED,DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OFANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. p PORTER & ASSOCIATES, INC. ENGINEERING & SURVEYING 1707 Eye Street, Suite 111 Bakersfield, California 93301 661.327.0362 1.4-7405 PH 1-4 0 :;,;: v,I 0, 0 N: .j>. . v,I 0, .j>. v,I 0, ()) + ..................... .o·0 v,I -..J N 24+55.52 /65.13' LTl= WL 24+55.52 iRACT BDRY N: 0,. • : 1 i ! • • • - - • -t::acJ,._· �!" ______ $ .I I . . ___ _,t· + o·o·N. 0,. + .. o·o·N. -..J.+ 0 o·I '·1 I . 8'-o''. !::J· .. ·1·.. �·./ I '"· __, 1.1 I "' 0 1 · . ii' .. / I .� I ·1 It; 1 :1 I· "" I ·1 1 ·I l I I 1 I . . ' I l i,TT . . ,. I I ;.7'-4"-:----I I I I i I I ! I :�:. 11 �. I t I !£ · I . "' .. . 1. I·""-<;:J • I /· I � §;l · I . s:s .11 fg �. fil' · · I 1· I ·-G. 15 · · ·\d· I 1·1 �· §;!· . s:, . ;,;,· I 1·1 esi · ... , ..."'· �· 11 �· I 1·1...,. I .__, ·•0c.,.,-..J-•� -..J ::.i· •.. I./ . �· I L �: I I :s·-o"----. . I I ' I l'----._ ·--, I I t 1 .o ·1 · ... ;;,:,ii',11 � ·� 11 "'·!" I . � I;§. 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'l� i;� "" "' "' "' * RCE 74059 * u'.� "-1 c,v,1.. � !f, OF C/>.'-\ �o1: �-...)Q.Qj FRED W. PORTER II PROJECT ENGINEER: FP2 DRAFTSMEN: LGH PA REVIEW BY: DATE: ,., 0 Z :!l zO;oo zo;o ► --, )> __, ,. l"1 rl"l >-"Oz ';::: ' .,,c,rn ►►:::::0 (/J .. "' �---! � :-0 •• "' ►o q r 'i!;;;;§,.,.,0 0,..,(') ,.., =i (/) ,.►-< iii rr 0"' ,., r cl a, C, :,,.> 0=J,s --l z "' ·"' C, ;o u,C, ,.., �� )> U)5,a ,.., a:: )> ,..,"O (') c-; z a,O --, r ;o cJou, ,. :c a, o> "' ;or >Sr 0 VJ U) ,.., Cle 0 0 "' a,)> "O :.:iii )> __,'°VJ 0 --, ::,: � a:: 0!,;! "O __, I II I I I I II "O "O ;o ;o 0 0"O "O 0 0VJ U) ,.,., ,.., 0 0 "' ;o)> C, (/) :c ,.., "i' a:: ,.,., z 0--, ,., IC �z ,.., -<__, ;o ro,, ,., ,. U) II II II--, ;o r0-► '1J C, z:c 0 0 --, U),., (') -,, 0 )> 0 ,., "O 0 ,. "' =J )> z -< C, '1J --, ,. 1 0 71 -OJ r1l z .. __, II ll ll --o d � ;o "O r o r "O O ..., 58 ""Tl 0 __, "' 0 -< fTl :::! 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SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. p PORTER & ASSOCIATES, INC. ENGINEERING & SURVEYING 1707 Eye Street, Suite 111 Bakersfield, California 93301 661.327.0362 1.4-7405 PH 1-4 ...... o: +·O· o·...... ...... +:O· O· ...... f'v: + O· o·(.,J Ol 0 (.,J Ol � (.,J Olc». 1 : I . :rr:1:·1·:···:·[@:· / � I · I · · if · ul · I · . Jc,,. ./ '-"'/ . . . 1�· 1 r'I · I u· . I I. I L§.. l . I . ·/· ·I· I · · I· · · ·10+8 7.85 /81.13' LTl= i: 1-t-:-i-:. -:c-_ .;_ _ -:-: WL 10+8 7.85 ANGLE PT.-�-I· I · I · · · ...., ) , , , , · · '/' · · · · ·· · · ·· O·u I. I . . . . "'· "-I · I · I · 8' -8"· · l, · j . . I . . . m.I . . . I . . . . . . . . . . . . . . . . . I· I· I ·· ·�-.. II.I . I· · · I · I. . I I.I . I · I · I • . . . • I .I I . I · I ·I . I I ... I .. I · I I .t I I . I . . 1 · /.• I • I . ' . I · I I · I . . . ·\ .. I . I · I \.. I I ... I .. I · I I . . \I . I . 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(/) 7JO REVISIONS BLOCK WALL PLANS ::i: )>)> OfESS/ �{Jj!j m c.... -I '11-P� p� om0"Tl CCI TRACT 7405 - PHASE 1 -4 �o, z 9 O< �"' COTTONWOOD ROAD -PHASE 1 (/) -::i: 0 "'�m "' ;;;,m '->o CRESCENT SCHOOL DRIVE -PHASE 1 -I O'I "' (/) O"' FRED W. PORTER II RCE 7405 PROJECT ENGINEER: FP2 C/y\\. DRAFTSMEN: LGH CAL PA REVIEW BY: DATE: PORTER & ASSOCIATES, INC. ENGINEERING & SURVEYING1707 Eye Street, Suite 111 Bakersfield, California 93301 661.327.0362 1.4-7405 PH 1-4 CD {,I O> 0 {,I {,I O>O>� CXl "I"·1·I II I . 1· l.-1 � T ;rl 1 /·1W .m: +­O·o·:1 �I l I I� � · I �I I I lg; -� :1·-Sf I I -�-� · I I I I I �-: I. . I. I I . .1 ll' · I I I / I 16+31.21 /66.75' LT)= i :1 -1-r--'--".""--: I .WL16+31.67�HASEBDRY __ �-· I·· I t · · · ·, · • · · · · · ·_ · · :;:: : I l : 7 -4 :. '----'.,j I/� .. : I� l/ �: ...... .:I� 1/.,,._�:-a·00 ·•O':l EB ... L,,. !/.��-.. .... -1�1,...,8.' ·1 j�,;;-.. 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VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ANO CONDITIONS ON THE JOB ANO THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. p PORTER & ASSOCIATES, INC. ENGINEERING & SURVEYING1707 Eye Street, Suite 111 Bakersfield, California 93301 661.327.0362 1.4-7405 PH 1-4 ..... (,j Q) 0 o: + O· o·..... ..... +:O· O· ..... N + O· 0 ... (,j (,j Q) .j>,. (,j Q) 00 (,j -..J N .. I' . . . . . . . . . . . . . I ..--t . . . . --1 . �I-PROPOSED WALL PROFILE ALONG I� · /;J COTTONWOOD ROAD j 11 .. �I-(SEE 'SRE�T 6) 11fl :g:I: I�: ' • I I • • . I : . . . . I I . . . . • • • I • • . • • . • . • • • • • . I : . . . . 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E WL 14+96.15 ANGLE PT. E STEP IN WALL & FTG. N WL 15+00.65 END WALL WL 15+17.65 BGN WALL WL 15+ 22.15 ANGLE PT. STEP IN WALL WL 15+50.00 STEP IN WALL & FTG. E WL 16+10.00 STEP IN FTG. E l E o N 1·23+21.02 �OTTONWOOD�=WL 19+0 .45 ANGLE T. 8 , , � 8 -...,u, r--6----:t�� � � 0 I 0 < :;u "'"' -0:;u N ::I 0 WL 12+82.69 en C �-0-a$; ANGLE PT . (.,I (.,I (,j .j>,. I" II I I wIIII u (,j..... R1 � ,,, 01 't ri1 I :<' I • r I u -I� !I "11 '.> 4 \Ai"► I 6' _1· -'c'\6' � WL 13+9J,38 6 I '° �-� "'�o6' 13 l \ '(,? 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VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. p PORTER & ASSOCIATES, INC. ENGINEERING & SURVEYING1707 Eye Street, Suite 111 Bakersfield, California 93301 661.327.0362 1.4-7405 PH 1-4