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Home My WebLink AboutMisc. Feb 14 05 10:34a CES 254- 742 -2055 p.2 (- GENERAL NOTES; A J EFINITIONS WALL CONTRACTOR - CHADWICK'S RETAINING WALLS GENERAL CONTRACTOR - GENERAL CONTRACTOR FOR PROJECT ENGINEER - COMPREHENSIVE ENGINEERING SOLUTIONS, INC. (CES) B. GENLRAL ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL CITY OF COLLEGE STATION BUILDING REGULATIONS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO EXECUTING ANY WORK. THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UNUSUAL OR UNFORESEEN CONDITION OR SITUATION WHICH AFFECTS THE STRUCTURAL STABILITY OR SAFETY OF THE WALL. TYPICAL DETAILS. DETAILS NOTED AS TYPICAL AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE SPECIFICALLY DETAILED OR NOTED OTHERWISE, IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THIS DRAWING. THIS STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS ARE IN PLACE. THEREFORE, THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING NECESSARY TO INSURE THE STABILITY OF ANY AND ALL PARTS DURING THE CONSTRUCTION. ALL CONTRACTORS PERFORMING WORK ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THAT THE PUBLIC IS PROTECTED. ALL CONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF TEXAS REGULATIONS. THE ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS ", SUBJECT TO MORE STRINGENT REQUIREMENTS IN CONTRACT, DOCUMENTS, AND SPECIFICATIONS FOR THE GENERAL PROJECT. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THESE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SHOWN FOR SIMILAR CONDITIONS BUT SHALL BE SUBJECT TO ENGINEER'S APPROVAL ALL DETAILS OF THE EXISTING STRUCTURE AND DIMENSIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. CONSTRUCTION SHALL BE BASED ON DIMENSIONS AND DETAILS VERIFIED IN FIELD. . NSPECTION INSPECTION OF SOILS CONDITIONS AND COMPACTION PER SOILS SECTION BELOW. CONTINUOUS OR PERIODIC INSPECTION AS REQUIRED BY PROJECT SPECIFICATIONS AND CONSTRUCTION DRAWINGS OR CITY ORDINANCE SHALL BE COORDINATED BY GENERAL CONTRACTOR AND FACILITATED BY THE WALL CONTRACTOR FOR THE FOLLOWING WORK AS IT PERTAINS TO THE RETAINING WALLS: 1. PLACING OF ALL ST CTURAL MORTAR WITH 28 -DAY COMPRESSIVE STRENGTH OF 1800 PSI OR GREATER. :2.43/05 ��••�+•++t 1 _ scow N s Im Dorr 1 00041 Smet 1 of 6 . F. T�fif Project raa 04--.1 66 Duo o 9� KBA * ' / f Filr Nome: WALLdwg Orewrl BY; KQA '•' �: r HAMPTON INN & SUITES KRI flNfw 6. NIC)RE1MS ; COLLEGE STATION. TEXAS 1 80993 :�Q^ io''"� 15 5-'t STONE RETAINING WALLS Comprehensive Engineering Solutions, Inc. I �f�si o i Zt -' GENERAL NOTES 319 South First Strout, Suite A Temple. Texas 76504 t t +��` - — Voice: (254) 742— 2050 Fax: (254) 742 -2055 V \ h evy. vim LC-3 Feb 14 05 10:34a CES 254- 742 -2055 p.3 �( 2, THE PORTIONS OF MASONRY CONSTRUCTION NOTED ON THE DRAWINGS. y ," APPROVAL BY INSPECTOR DOES NOT MEAN APPROVAL OF CONTRACTOR'S FAILURE TO COMPLY WITH THE PLANS OR SPECIFICATIONS. ANY DETAIL WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST REFERRED TO THE ENGINEER FOR INTERPRETATION OR CLARIFICATION. ALL OTHER TESTS SHALL BE DONE IN CONFORMANCE WITH APPLICABLE BUILDING CODE. D. SOILS & FOUNDAT1Oy.S ALL RETAINING WALL FOOTINGS SHALL BE CARRIED TO A MINIMUM OF 24" BELOW LOWEST ADJACENT GRADE, AND SHALL BE FOUNDED ON FIRM BEARING. NATURAL SOILS. OR ON APPROVED COMPACTED FILL. FOOTINGS MAY OR MAY NOT BE REQUIRED (REFER TO TYPICAL SECTIONS). FOOTINGS MAY BE POURED NEAT PROVIDED THAT THE SIDES OF THE EXCAVATION WILL NOT SLOUGH IN AND 2" ARE ADDED TO FOOTING WIDTH. BOTTOM OF FOOTINGS SHALL BE SLOPED. ALL FOOTINGS SHALL BE CENTERED UNDER THE SUPPORTED WALL PER DETAILS. ALL EXCAVATIONS SHALL BE FREE OF WATER AND DEBRIS PRIOR TO POURING FOUNDATION CONCRETE. BEFORE BACKFILLING REMOVE ALL FORMS AND DEBRIS. ALL BACKFILL SOIL SHALL BE FREE OF ROCKS AND DEBRIS. ALL BACKFILL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE SOILS REPORT. E. CONCRETE PORTIAtJI CEMENT; SHALL CONFORM TO ASTM C -150, TYPE I OR TYPE 11. AGGREGATE; NATURAL SAND, GRAVEL AND CRUSHED STONE AGGREGATE SHALL CONFORM TO ASTM C -33 IF REQUIRED BY SPECS. MAXIMUM WATER /CEMENT RATIO .55. ALL CONCRETE SHALL BE SUPPLIED BY AN APPROVED READY MIX PLANT. ALL CONCRETE MIXES SHALL BE DESIGNED BY AN APPROVED LABORATORY. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO START OF CONSTRUCTION IF REQUIRED BY SPECS, CONCRETE SHALL 28 -DAY MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI WHEN PROPORTIONED PER METHOD I OF THE APPLICABLE CODE. MAXIMUM CONCRETE SLUMP SHALL BE 4 ". ALL CONCRETE SHALL BE VIBRATED. ALL CONSTRUCTION DETAILS SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE ACI CODE. CONCRETE FOOTINGS SHALL CURE FOR 3 DAYS BEFORE CONSTRUCTION OF CORE OF WALLS IS STARTED. ALL REINFORCING STEEL. DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE FIRMLY SECURED IN PROPER POSITION PRIOR TO PLACING CONCRETE. SEE ARCHITECTURAL /CIVIL DRAWINGS FOR LOCATION AND EXTENT OF EXTERIOR WALKS AND PAVEMENT. 2 I3 °S. ............ scale: NTS pm caul sn..R 2 01 6 .. T l � � � l� 0 4 - 1 r3 o s �. NOm � e: WALL.dwy - •^ KBA / HAMPTON INN S, SUITES 'r KRISf N E B ANDREWS COLLEGE STATION, TEXAS 9 =. 80993 i , � F •- .,! ;: `�`"� STONE RETAINING WALLS Comprehensive Engineering South First Street. Suit* olutions Inc. .,`�--'c, S A em le, rexoa 26504 rr + ►ii aN;� . � �' � GENERAL NOTES P Voice: (254) 742 -2050 Fax: (254) 742 -2055 Feb 14 05 10:34a CES 254 - 742 -2055 p.4 ALL CONCRETE WORK SHALL BE TESTED AND INSPECTED IN CONFORMANCE WITH THE APPLICABLE BUILDING `` CODE FOR 3000 PSI CONCRETE BY A LABORATORY OR TESTING AGENCY. TEST AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER, CONTRACTOR AND BUILDING DEPARTMENT. ALL CEMENT AND REINFORCING STEEL SHALL BE FROM TESTED STOCK. ALL REINFORCING NO. 4 AND LARGER SHALL BE GRADE 60. CONCRETE THAT DOES NOT REACH THE SPECIFIED 28 DAY WORKING STRESSES BASED ON ABOVE TESTS SHALL BE RETESTED PER IBC. IF THE REQUIRED ADDITIONAL TESTS FAIL TO REACH THE SPECIFIED COMPRESSIVE STRENGTH, THE STRUCTURE SHALL BE REEVALUATED BY THE ENGINEER FOR THE LOWER STRENGTH CONCRETE AND, IF IT FAILS TO MEET THE REQUIRED STRUCTURAL STANDARDS. THE CONCRETE SHALL BE REMOVED. ALL THE REMEDIAL WORK, INCLUDING ANY DESIGN WORK BY THE ENGINEER AND ANY RE- TESTING, SHALL BE PAID FOR BY THE WALL CONTRACTOR. F. STONE MASONRY WALL WALL MATERIALS FOR CORE AND FACE TO BE VERIFIED AND PROVIDED BY CONTRACTOR. APPEARANCE OF FACE STONE PER OWNER. BATTER INDICATED ON DETAILS MAY VARY BY 1". REAR OF WALL MAY MATCH FRONT BATTER. 6 -INCH DRAINS SHALL BE PROVIDED BEHIND WALL AS SHOWN IN DETAIL. PVC PIPE SHALL DRAIN INTO STORM DRAIN SYSTEM. WALL BACKFILL MATERIAL SHALL HAVE A P.I. LESS THAN 15. BACKFILL WITHIN 36" OF THE BACK FACE OF THE WALL SHALL BE GRAVITY COMPACTED BY EQUIPMENT OR BY HAND, NO VIBRATORY COMPACTION EQUIPMENT SHALL BE USED WITHIN 36" OF BACK FACE OF WALL. ALL FINISHED PARKING. WALKING SURFACES AND LANDSCAPING SHALL BE GRADED AND SLOPED TO PROVIDE POSITIVE DRAINAGE AWAY FROM WALL. A CHAIN LINK FENCE OR PEDESTRIAN HANDRAIL SHALL BE PROVIDED FOR ANY AREA WHERE THE VERTICAL DROP IS GREATER THAN 32 INCHES. FENCE OR HAND RAIL SHALL NOT BE TIED TO STRUCTURAL WALL G. MISCELLANEOUS; PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERY AND FIELD LOCATE ALL UTILITIES. UTILITIES SHOWN ON WALL PLAN AND /OR SECTIONS MAY NOT REPRESENT ALL UNDERGROUND UTILITIES NEAR WALL CONSTRUCTION, CONTRACTOR SHALL IMPLEMENT PROPER SHORING TO PROTECT THE INTEGRITY OF THE EXCAVATION (INCLUDING BUT NOT LIMITED TO NEARBY UNDERGROUND UTILITIES AND ADJACENT FOUNDATIONS). TRENCH SHORING SHALL BE DESIGNED BY OTHERS. ENGINEER ASSUMES THAT ADJACENT BUILDING FOUNDATIONS IMPART NO SURCHARGE LOADING ON WALL. OWNER TO VERIFY WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. OWNER TO CONSULT WITH TRENCH SHORING SPECIALIST PRIOR TO ANY EXCAVATION FOR RETAINING WALL IF OWNER DOES NOT OBTAIN ADDITIONAL BORINGS PER GEOTECHNICAL REPORT. OWNER TAKES RESPONSIBILITY FOR VERIFYING THAT SOILS ENCOUNTERED DURING CONSTRUCTION ARE ADEQUATELY REPRESENTED BY BORINGS AND DESIGN CRITERIA DEVELOPED IN THE GEOTECHNICAL REPORT. PER GEOTECHNICAL REPORT, OWNER SHALL HAVE EXPERIENCED GEOTECHNICAL PERSONNEL TO OBSERVE CONSTRUCTION OPERATIONS AND DOCUMENT THAT CONDITIONS ENCOUNTERED DURING CONSTRUCTION CONFORM TO THE ASSUMED GENERALIZATIONS IN THE CEOTECHNICAL REPORT. BASE OF FOOTING SHALL BE SITUATED AT LEAST 2 FEET BELOW THE MAXIMUM SCOUR DEPTH OF THE ADJACENT CREEK ALONG THE "REACH" OF THE CREEK ADJACENT TO THE PROPOSED WALL. FOOTING SHALL BE FOUNDED AT LEAST 3 FEET INTO THE FOUNDING FORMATION OF GRAY, SHALEY CLAYS ( GEOTECHNICAL PERSONNEL TO VERIFY r.. �� / //� , score: NT$ f Prot Dote::2 13/05 I Sheet 3 or 6 . .... iV' L/ a` - 01. -1066 Designed KI A • - .. _ +r ) C wAli -41W4 ow KBA P`k KRISriNE (/ HAMPTON INN $ SUITES COLLEGE STATION, TEXAS ° 80993 . F'. = STONE RETAINING WALLS Comprehensive Engineering Solutions, Inc. r rr - s GENERAL NOTES 319 South First Street. Suite A Temple, Texas 76504 Voice; (254) 742 -2050 Fox: (234) 742 - 2055 Feb 14 05 10:34a CES 254- 742 -2055 p.5 r _= .. 10 STONE FINISH PER ARCH. SPEC. --------11 WITH TYPE N WALL MORTARED MORTAR OR /�\ MIN. 18" PORTLAND MORTAR MIX. Mi vos...... IMPORTED GRANULAR G -. SA ND Y) BA CKFILL 12 + •� 1 1' OMPA TED 9 5% IN i %i'��' �� c�' �0" 6" LIFTS % 12 t + { \ � MAX 6" PVC DRAIN (200' MAX) - �y, . f WEEP HOLE %A ' 12" ELEVATION OF WATER IN NON- -WOVEN GEOTEXTILE '* - CREEK DURING HIGH FLOW MORTARED RUBBLE CORE y -.E7,4 � • - \\(/ '" � 3' -0" GRAY SHALEY CLAY 1' -6" �� % (TO 6 VERIFIED) ' — • CLEAN. BAGGED GRANULAR FILL SUCH AS AN ASTM C-33, SIZE 57 5- 3' -6" - TYPICAL SECTION — STRUCTURAL WALL A 0 NTS 10 MAX. STONE FINISH PER ARCH. SPEC. /X\ V/ 1 MIN_ 18" FACE OF WALL TO BE MORTARED 7 WITH TYPE N MORTAR OR PORTLAND MORTAR MIX. Prrr,21.- Ill IMPORTED GRANULAR //' , (SANDY) BACKFILL 12 + :� 1 COMPACTED 957. IN � % 12 6" LIFTS -r -' 9 " WEEP HOLE 6" PVC DRAIN (200' MAX) / TO 5' -O" _ NON -WOVEN GEOTEXTILE �� .. 2 • ELEVATION OF WATER IN • ' + � • CREEK DRAIN HIGH FLOW 6" PVC DRAIN (200' MAX) N A % • WE EP :A �' MORTARED L RUBBLE CORE '�"'�E' 1 1, / y '= % , 3 . -0 " 1'-6" r GRAY SHALEY CLAY �W` EL 238 . _ CLEAN. BAGGED GRANULAR FILL .--14-1-7--; .`.., . ;-x',;r (70 BE VERIFIED) SUCH AS AN ASTM C -33. SIZE 57 . • "..z., 11" �� OF �T I � II i CONCRETE BASE W/ N0.5 0 11" 5' _ *�1Q � --Ar � i CONTINUOUS WALL KEY WITH 5 KRISTINE B. ANDREWS EX SYNKO -FL WATERSTOP 1' -6" / 1' -1" ,i-o • 84993 a_ (TYP. 0 ALL WALL KEYS) yip:• (41_ TYPICAL SECTION—STRUCTURAL WALL B 0 NTS 4?- 1310 NOTES: Scds: NTS 1PIot Date2 13 05 1 Sheet 4 _ of 6 1. FOR WEEP HOLES AND DRAIN PIPE Project No.: 04 Dsl ed KBA . INSTALLATION AND SPACING SEE GENERAL Filo Nom WALL.dw9 Drown ac. KBA NOTES. HAMPTON INN & SUITES COLLEGE STATION. TEXAS STONE RETAINING WALLS Comprehensive Engineering Solutions, Inc. SECTIONS 319 South First Street. Suite A Temple, Texas 76504 Voice_ (254) 742 -2050 Fax; (254) 742 -205 Feb 14 05 10:34a CES 254 - 742 -2055 p.6 "1 10 MAX. --t STONE FINISH PER ARCH_ SPEC. / X`�� f� FACE OF WALL TO BE MORTARED 7 MIN. it3' WITH 'TYPE N MORTAR OR PORTLAND MORTAR MIX. % 1 IMPORTED GRANULAR 1 + " 'A i (SANDY) BACKFILL j COMPACTED 95X IN L "-�, MORTARED 6" LIFYS M�:,ll '� % RUBBLE CORE ;`i +� e , 1 O'+ Cryp �-�J. % 1 ri t � 6" PVC DRAIN (200' MAX) r " � 12 WEEP HOLE STRATAGRID 500 _ -..-- •74 r . . OR EQUIVALENT 4 MAX ) :�',,. i % 1 ■ ELEVATION OF WATER IN -------- �'�rJ • K �U` N HI L• 12' MAX 1' -6' GRAY SHALEY CLAY NON - WOVEN GEOTEXYILE - - ��•�- f (TO VIFIED) -- I fil: * . L ^ WEEP '`�� ` r_ HOLE 6' PVC DRAIN (200' MAX) ∎ r. �� _ 3' -0' CLEAN, BAGGED GRANULAR Flll + , _rt ,`:- SUCH AS AN ASTM C -33, SIZE 57 "' . . It •a\ CONCRETE BASE w/ N0.5 0 11* 5. CONTINUOUS WALL KEY WITH SYNKO -FLEX wATERSTOP 1' -6" `- / 1' -6" (TYP. 0 ALL WALL KEYS) 4 -6" / TYPICAL SECTION—STRUCTURAL WALL C O NTS ` .....NFy.%t "P\ OF -411..°10 NOTES: 0 ► NOTES: ...T• e`' : - * • /, 1- FOR WEEP HOLES AND DRAIN PIPE INSTALLATION AND SPACING SEE GENERAL 5 KRISTINE 8- ANDREWS S• NOTES. i '.0, 80993 '. 7/4„...4.2?...n,,,,--- 4 ci soak NTS ] Alot Dot.;2 f 05 rsh..t 5 o f 6 PM' .. N0.: 44— • .. Designed Rye Nam. WALL.dwg - Drw, or KBA HAMPTON INN & SUITES COLLEGE STATION. TEXAS STONE RETAINING WALLS Comprehensive Engineering Solutions, Inc. SECTIONS 319 South ( Fret Street. Suite A Temple. Texas 76504 Voice: 254) 742 -2050 Fox: (254) 742 -22055 d Feb 14 05 10:34a CES 254 742 -2055 p. 7 (------ ... A P. W il" r \ 10 MAX. E STONE FINISH PER ARCH. SPEC. I\ / I MIN_ 19' FACE OF WALL TO BE MORTARED ,. z WITH TYPE N MORTAR OR PORTLAND MORTAR MIX. 1 %O #509" + IMPORTED GRANULAR 2 _ (SANDY) BACKFILL "z �' COMPACTED 95% IN A,�� 3000 6" LIFTS � gAv 3000 PSI CONC. k 10'+ (TYP) 1 •, •/-4 7 12 WEEP 6" PVC DRAIN (200' MAX) "''! � HOLE STRATAGRID 600_.--- , - ... _ OR EQUIVALENT 4' t4AX (r :owe 'L•� : % 12' ., ELEvATION OF WATER IN Ilrldri '! 4 CREEK DURING NIGH FLOW l . ._ .. !'c .,k _ M iami X 22' MAX NON -WOVEN GEOTEXTILE --I �..3 _ #909' GR ELLEE , 4 S CLAY - _ �.►.�, 'Iv, • I % WEEP (TO BE vERIF1E0) TM. , % + 4 HOLE 6` PVC DRAIN (200' MAX) f ! 11 �� t` \V/ 1 \�j[[��\\ I e 0 4 .. . . CLEAN, BAGGED GRANULAR FILL • - --- SUCH AS AN ASTM C -33, SIZE 57 �' •• `A -' =� , 1 - 6 #8 I. #709" 5 #509` CONTINUOUS WALL KEY WRH SYNKO -FLEX WATERSTOP 5' -6" A-2'_6 (TYP. 9 ALL WALL KEYS) 9' -7" - - • E OF 1 TYPICAL SECTION — STRUCTURAL WALL D , NT5 I � / i y NOTES: Ri_NI _ KRISIINE 8. ANOS S 1. FOR w£EP HOLES AND DRAIN PIPE � 80993 4 - INSTALLATION AND SPACING SEE GENERAL 1 '`� - NOTES. 1 ` ;,,,61:79F- / 4 r Scab: NTS I Plot Dote2 /1 3L05 1 sh,.t 7 6 Project No_: 04 -10 U.,i n.0 er Kw„, . Nam.: WALL.dwg Drown e?"• KBA --- ril HAMPTON INN S SUITES COLLEGE STATION. TEXAS STONE RETAINING WALLS Comprehensive Engineering Solutions, Inc. SECTIONS 319 South First Streot. Suite A Temple, Texas 76504 Voice: (254) 742 -2050 Fax: (254) 742 -2055