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Home My WebLink Aboutortega_cmu_wall_set 2" THK. CAP CONT. PER CIVIL. PLAN 2" THK. CAP CONT. PER CIVIL. PLAN 2 #4 CONTINUOUS TOP #4 @ 24" HORIZONTAL TYPE #5 @ 16" VERTICAL AT CENTER B B 16" SO. PILASTER CMU SOLID GROUTED 8" THK. CMU WALL SOLID GROUTED AT CENTER (4)-#5 VERT. 0 bo #4 TIE @16" C.C. SECURITY FENCE A A (2) END PILASTERS (3) PILASTERS SPACED ENTRY GATES EQUALLY APART FIN.GR BESS STATION. 04"0 WEEP HOLE 'v FIN.GR.OUTSIDE (8) PILASTERS SPACED EQUALLY TYPICAL WALL DETAIL 82 __ —I�I�III—I�I—III—I�I—III—III � III—III—III—III—III—III—I I I— FIN.GR OUTSIDE - FIN.GR BESS STATION. — —III—III—III—III—III— III—III—III—III—III—III (4) PILASTERS SPACED III III=III=I I=III=I I=III=I I=III=I I=III—III—III I TYPICAL PILASTER DETAIL EQUALLY APART III I�I—III III—III III—I I III I�I—III III—III—III=1 _ _ II I s2 III—III III III—III III—III III—III III —III III =III I=III=I =I =III III—I I—III—III #5@12" T&B - -I I=III g — = CMU WALL, TYP. III .4 #5 @12"C.C.(T&B) • PILASTERS, TYP. 3" CLR COVER #5@ 12"(T&B) EQ EQ #4 @12"C.C.T&B 3" CLR COVER 4,_6„ (5) PILASTERS SPACED EQUALLY APART T-6" SECTION SECTION (19)PILASTERS TOTAL.,SPACED APPROXIMATELY 30 O.C. SEE CIVIL PLANS FOR CMU WALL LAYOUT AND DIMENSIONS FOOTING PER PLAN L 8" THK. CMU WALL SOLID GROUTED AT CENTER (4)-#5 VERT. I#4 TIES @16" C/C 16" SO PILASTER is v 8"CMU WALL FOOTING PER PLAN 4• WALL CONSTRUCTION NOTES 43 � PLAN D-CONSTRUCT WATERPROOFING WEEP HOLE, AND WALL DRAINAGE PER 1 TYPICAL WALL DETAIL PLAN TYPICAL sz SCALE: 6/6°-r 2 TYPICAL PILASTER DETAIL S2 SCALE: 6/8"-1' MARK REVISIONS APPR. DATE PREPARED BV: � CITY OF LAKE ELSINORE SHEET 2 ® Stantec tosHq� TYPICAL WALL DETAILS ' 9 ti N SHEET NUMBER: c 38 TECHNOLOGY DRIVE,SUITE 100 ` Z S2 2 IRVINE,CA 92618 O� II .c 552J6 i SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com di a/wno2� �'91F �p ORTEGA BESS PROJECT No. DATE: 29970 CAMINO DEL NORTE 2042633601 (e �3 2/16/2023 LAKE ELSINORE,CALIFORNIA REV A ISSUED FOR REVIEW 60%SET BASIS OF DESIGN A. CODES:CALIFORNIA BUILDING CODE-CBC-2022,ASCE 7-16,ACI 19,ACI 530/TMS402 B. SEISMIC DATA:EQ GROUND MOTION: SPECTRAL RESPONSE ACCELERATION,SHORT PERIOD SS=198.80%G SPECTRAL RESPONSE ACCELERATION,1 SEC.PERIOD S1=71.60%G SEISMIC DESIGN CATEGORY SDC'D,SITE CLASS'C' C. SOILS SOIL FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATION CONTAINED IN THE GEOTECHNICAL REPORT PREPARED BY STANTEC CONSULTANTS INC,PROJECT NO 185805133,DATED APRIL 29,2021 D. WIND: BASIC WIND SPEED 115 MPH,VULT WIND SPEED,EXPOSURE C E. MATERIALS: 1. CONCRETE: F'C=4000 PSI MIN.@ 28 DAYS COMPRESSIVE STRENGTH 2. REINFORCING STEEL: ASTM A615,GRADE 60-#4 AND LARGER,GRADE 40-#3. 3. MASONRY: CMU,PM=1500 PSI,SOLID GROUTED WITH SPECIAL INSPECTION STRUCTURAL NOTES A)ALL WORK SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS,THE CALIFORNIA BUILDING CODE CBC-2022&ACI 318-19 AND THE STANDARD HOOKS REQUIREMENT OF THE RIVERSIDE COUNTY,CALIFORNIA. D B)THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO BEGINNING WORK. D=6 BAR DIA. FOR ##3 TO #8 DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL WORK WITH ALL 4 BAR DIA. D=8 BAR DIA FOR #9 TO p11 4" MIN. DIMENSIONS AND SLOPES AS SPECIFIED ON PLANS. a 0 C)DETAILS NOTED AS"TYPICAL"SHALL BE USED WHENEVER APPLICABLE. SPECIFIC DETAILS OR NOTES TAKE PRECEDENCE OVER Q? TYPICAL DETAILS AND NOTES. STRUCTURAL FEATURES, WHICH ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR IN THE NOMINAL ACTUAL m MAX.d SPECIFICATIONS,SHALL BE CONSTRUCTED IN A SIMILAR MANNER AS THOSE SHOWN ON THE DRAWINGS OR DESCRIBED IN THESE THICKNESS THICKNESS.i TIES& STIRRUPS SPECIFICATIONS. (INCHES) (INCHES) (INCHES) OP OP \ D)THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, CMU PILASTER 18 7 5/8 5.25 PER PLAN 10 9 5/8 7.25 OP�� 135�0 PROCEDURES,OR SEQUENCE OF CONSTRUCTION. 8"CMU WALL e o- Eir PER PLAN 12 11 5/8 9.001/2"DIA.x 2'-0"DOWELS 16 15 5/8 13.0 m 90o E)THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURE DIMENSIONS WITH OUR PLANS BEFORE START THE PROJECT V-4"OC-COAT TO PREVENTA.STRUCTURAL DESIGN OR REVIEW OF TEMPORARY SHORING,ADDITIONAL BRACING,FORMWORK,SCAFFOLDING,ERECTION METHOD, BOND 6 6 BAR DIA. ETC.REQUIRED FOR PROPER CONSTRUCTION OF ANY COMPONENTS OF THE PROJECT SHALL BE THE RESPONSIBILITY OF THE \\ 1 MAX. 4"MIN. CONTRACTOR.ALL TEMPORARY SHORING SHALL BE REMOVED AFTER REACHING OF FULL CONCRETE STRENGTH AT FOUNDATIONS. • �2 1 TYPICAL STF E L P LAC E M E N T FOR MASONRY BLOCK • ��.. • • • MIN. LAP LENGTH ® SPLICE • • 51 FOUNDATION SCALE: NTS REINF.NC. #3 #4 15 #6 #7 #8 A)FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT CO 18" 24"1 30"1 37"1 51"1 66" PREPARED BY STANTEC CONSULTANTS INC,PROJECT NO 185805133,DATED APRIL 29,2021 i 3/8" CMU 24 31" 39" 47' 55" 62" 1 B)ALL GRADING,FILLING,STRUCTURAL FILL,FOUNDATION BASE MATERIAL,COMPACTION,ALL OTHER RECOMMENDATIONS SHALL BE OPTION"B" /2"DIA.x 2'-0"DOWELS ACCORDANCE WITH THE ABOVE-REFERENCED GEOTECHNICAL REPORT AND SPECIFICATION. @ 1'-4"OC-COAT TO PREVENT BOND CONCRETE �3 1 TYPICAL STANDARD REBAR BENDING SCHEDULE A)ALL CONCRETE AND COMPONENT MATERIALS USED IN THIS PROJECT SHALL CONFORM TO THE FOLLOWING CRITERIA: ADDED#5 BAR S1 SCALE: NTS 28-DAY COMPRESSIVE STRENGTH(MIN) 4000 PSI UNLESS NOTED OTHERWISE,USE OPTION"A" CEMENT ASTM A 150,TYPE II CONCRETE AGGREGATE ASTM C 33(HARDROCK INSTALL CONTROL JOINT KEY&SEAL MAXIMUM AGGREGATE SIZE '/.INCH DIAMETER CMU WALL PER PLANS(PROVIDE CLOSED-END BLOCK AT 3 JOINT W/BACKER ROD&FLEXIBLE WATER CEMENT RATIO 0.45 MINIMUM /8 CAULKING CONTROL JOINTS) B)EXCEPT AS ABOVE ITEMIZED,ALL CONCRETE WORK SHALL BE PRODUCED, PLACED, CONSOLIDATED, CURED,AND FINISHED IN CONFORMANCE WITH AMERICAN CONCRETE INSTITUTE STANDARD 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS",STANDARD 305"HOT WEATHER CONCRETING',AND STANDARD 306"COLD WEATHER CONCRETING". CALCIUM CHLORIDE, SALT,OR OTHER MATERIALS CREATING A CORROSIVE ENVIRONMENT IN THE CONCRETE SHALL NOT BE USED FOR ANY REASON. REINFORCING STEEL A)REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,UNLESS NOTED OTHERWISE. LAP BARS AS SHOWN ON PLANS,30 TERMINATE TYP HORIZ REINF @ BAR DIAMETERS IN CONCRETE. ALL BARS SHALL BE LAPPED 2-0' MINIMUM. REINFORCING STEEL SHALL BE FABRICATED IN CONTROL JOINTS(DO NOT INTERRUPT CONFORMANCE WITH ACI STANDARD 318. LINTEL OR CHORD REINF) (2)#5 VERT"JAMB"BARS(SIZE TO MATCH VERT REINF,U.N.O.)EA EDGE B)THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT(UNLESS NOTED OTHERWISE): OF OPENING,CONTROL JOINTS,END OF 40 BAR DIA. MIN.COVER WALL&CORNERS,&PER PLAN U.N.O. TYP.WHERE HORIZ WALL REINF 1) CONCRETE CAST AGAINST EARTH 31NCHES PROVIDE MATCHING DOWELS IN FTC POSSIBLE PER PLANS&NOTES 1) CONCRETE EXPOSED TO EARTH OR WEATHER 2INCH 2) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1%INCH MASONRY 1/2"DIA x 2'-0"DOWELS @ 1'-4"OC-COAT TO PREVENT A. MASONRY WALLS SHALL CONSIST OF LIGHTWEIGHT CONCRETE HOLLOW BLOCKS SINGLE OR DOUBLE OPEN-ENDED UNITS,NOMINAL BOND 10X8X16&12X8X16 REINFORCED AS SHOWN ON THE PLANS AND GROUTED SOLID,UNLESS NOTED OTHERWISE. ALL MASONRY UNITS VERT BARS EA SIDE OF CORNER SHALL CONFORM TO ASTM C90 GRADE N-1 WITH F'M=1500 PSI. MORTAR SHALL BE TYPE S PER CBC,TABLE 2103.8(1). GROUT SHALL BE ADDED#5 BARS EA FACE TO MATCH VERT WALL REINF EA SIDE OF JOINT A MIXTURE OF CEMENT,SAND,PEA GRAVEL AND WATER PROPORTIONED TO FILL ALL THE VOIDS IN THE MASONRY WALL AND DEVELOP o A 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI. UNITS SHALL BE ERECTED TO FORM A PLUMB WALL WITH FLUSH SURFACES. UNITS CONTROL JOINTS SHALL BE PROVIDED EVERY 48'(MAX.) SHALL BE ALIGNED TO MAINTAIN A CONTINUOUS UNOBSTRUCTED VERTICAL CELL OF 3"X 3". CONTRACTOR SHALL COORDINATE LOCATION OF CONTROL JOINTS MORTAR PROJECTING WITHIN THE CELL AREA MORE THAN%INCH SHALL BE REMOVED AS THE WORK PROGRESSES AND MORTAR SHALL BE REMOVED FROM THE TOP OF FOUNDATIONS AND LIFTS TO ALLOW COMPLETE CONTACT OF THE GROUT TO THE NOT: MIN CLEARANCE OF REINF TO FOUNDATION OR GROUT OF THE PREVIOUS LIFT. MASONRY WALLS SHALL BE GROUTED IN LIFTS NOT TO EXCEED 4 FEET AND TYPICAL GM VERTICAL CONTROL JOINT CJ DETAIL CMU 1/2"CUR TO FACE OF WALL GROUT SHALL BE STOPPED AT 1%"FROM THE TOP OF THE LIFT. MASONRY UNITS SHALL BE LAID IN RUNNING BOND UNLESS NOTED U / OTHERWISE AND ALL JOINTS SHALL BE TOOLED CONCAVE. Si SCALE: NTS 4 TYPICAL MASONRY WALL CORNER REINFORCING PLACEMENT SPECIAL INSPECTION REQUIREMENTS S1 SCALE: NTS THE FOLLOWING TESTS AND INSPECTIONS AS INDICATED BELOW WILL BE REQUIRED AS DETAILED IN APPLICABLE PROJECT PLANS, N SPECIFICATIONS AND CALIFORNIA BUILDING CODE 2022,SECTION 1701. SPECIAL INSPECTION A)CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE. B)REINFORCING STEEL: DURING THE PLACING OF REINFORCING STEEL. 3 / C)CONCRETE MASONRY: PARTIAL SPECIAL INSPECTION REQUIRED PER PLAN. DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS,AT THE START OF LAYING UNITS,AFTER PLACEMENT OF REINFORCING STEEL,GROUT SPECIMENS PRIOR TO EACH GROUTING OPERATION,AND DURING ALL GROUTING OPERATIONS. I D)SOIL COMPACTION TEST MARK REVISIONS APPR. DATE PREPARED BY: � �� CITY OF LAKE ELSINORE SHEET 1 a= - ® Stantee •e�'�205"°9� D.-. GENERAL NOTES&TYPICAL WALL DETAILS ,� Z �,".� SHEET NUMBER: C1 2 _ _ 38 TECHNOLOGY DRIVE,SUITE 100 J I IRVINE,CA 92618 u� N0.t 55238 +i SCALE: BENCH MARK: OF SHEETS °a R 949.923.6000 stantec.com d* e/w/soz4• ea J}q��1 V�1V 1� ORTEGA BESS PROJECT No. �3 DATE: 29970 CAMINO DEL NORTE 2042633601 8 2/16/2023 LAKE ELSINORE,CALIFORNIA %B REV A ISSUED FOR REVIEW 60%SET