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HomeMy WebLinkAboutARB200800020 Plan - Submittala U) d: 00 Q 0 0 Ld Q a 0 od O U w i c: c f u: a I a d a U a l d cc W c It a i SIN GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING �8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL z N STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 6 #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION T UNSTABL SOILNI INITIAL BACKFILL TONE millib0d mill. #68 STONE a \ STABLE SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL. OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 6. MARKING TYPE SHALL BE PROVIDED IN TRENCH PER ACSA DETAILS. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W -2 TD -13 NLTH OP IT IS A VIOLKnON OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A O LICENSED ENGINEER, TO ALTER THIS DOCUMENT. t� ROBERT E BELL, JR. Lic. No. 037293 IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB 701VAL Y'�� DRAWN BY YLM PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS ° DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE _ ADJUSTABLE VALVE Box W/ LID BINGHAM & TAYLOR FIG. NO. 4905 n (SCREW -TYPE) OR APPROVED EQUAL M.J. GATE VALVE 4 I 2500 P.S.I. CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK 4 a /! \ fi • FA 45' FOR TEE OR WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 45• BEDDING AS REQUIRED 45' Ial 1 SECTION 2 -2 PIPE DEGREE BENZ} DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FED CU.YD. (FEET) CU YD. BEND = W L H T L H T 90 2.50 2.50 3.01 0.24 ••y•`�` 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 • 90 3.65 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 WELL 22 1/2 1.66 2.16 2.69 0.13 3,16 2,91 2.65 0.32 SJ '` 11 1/4 1.66 2.16 2.67 0.13 SCREE 90 4.83 3.83 3.42 0.83 1 D" & i 2" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 :SS't SCREE 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 Nkvi UNDISTURBED EARTH r \�a4vw M y 1B, MIN UNDISTURBED E ASTM A36 AND HEX NUT ASTD4D A588 (lYP) UNDISTURBED SOIL (TYP) Rim MAIN SECTION NOTE- 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE: THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH{ WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTTtUCTTON, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL GATE VALVE s� NTS CONCRETE THRUST BLOCKS Fig, W -3C FIG. W -5 NTS Added Feb. 11 FIG. W--3 TID -31 PROPOSED TD-18 TD -14 GRADING SEE # •` PROPOSED • • •• i '•'1 ii GRADE EQUAL TO EXISTING GRADE. GRAVEL ROAD GRADE # • B. BASE • DEPTH OF MINIMUM 2 SM 9.5A ASPHALT TO PROVIDE A SMOOTH RIDE AND NEATLY CUT EDGE AFTER BACKFILL IS PLACED. '` /`' 1�.5ir� *`'`��ti:'���� C. AGGREGATE SUB : . OF 1 • : STONE COMPACTED • 8" AT LEAST 95% OF THE MAXIMUM DRY DENSIT)'. D. SUB-GRADE: 95% COMPACTED BEDDING MATERIAL. �-95% COMPACTED FILTER FABRIC SUBGRADE GRAVEL ROAD DETAIL 14 C -5 NOT TO SCALE THIS DRAMNG WAS PREPARED AT THE SCALE INDICATED IN THE 7ME BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WREN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE XTUAL SCALE OF THIS DRAWING. SURFACE COURSE (A) BASE COURSE (B) AGGREGATE SUB BASE (C) 95% COMPACTED BEDDING MATERIAL GENERAL NOTES: 1. PAVING TO BE PLACED WITHIN FIVE (5) DAYS OF UTILITY INSTALLATION (21B STONE TO BE BROUGHT UP TO STREET SURFACE AND MAINTAINED DURING FIVE (5) DAY INTERIM) 2. ROLLING AND COMPACTION EQUIPMENT TO BE SUITABLE TO OBTAIN 957. COMPACTION. PAVEMENT AND PATCH DESIGN 5 C -3,5 NOT TO SCALE NOT TO SCALE == OBRIENS ®ERE 2007 0 UBRIEN & GERE, INC. '* 4 .F ' 'r PROPOSE = W AIR LINE NO. DATE REVISION UNIT, ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM B THICK CONCRETE APRON EXISTING ` r� GROUND 7 i 1 PROPOSED 4'X3' REDUCER PROPOSED 3" PUMP COLUMN 10" DIA. BORE HOLE: TO A - DEPTH OF BY FILLED W/ CEMENT GROUT ON OF WELDED 6" ID, 0.3220 WALL. STEEL WELL CASING 3"X2" REDUCER PROPOSED 2" THREADED CHECK VALVE PROPOSED OPEN BEDROCK PROPOSED SUBMERSIBLE PUMP & MOTOR GOUEDS MODEL 1WS30 (4'. 3HP, 19 STAGE, 30) D87FM -40W (TOP OF PUMP) PITLE55 ADAPTER -PROPOSED PITLESS CASE - PROPOSED PRESSURE GAUGE -WELL CASING TO EXTEND 12" ABOVE GRADE :. '* 4 .F ' 'r PROPOSE = W AIR LINE ••y•`�` + Y•Y. PILOT `.' WELL • '. K -r'. WELL 41 ; WELL F• t SJ '` +`ti SCREE SCREE :SS't SCREE M: CONTRACTOR SHALL INSTALL PROPOSED PUMP AND PUMP COLUMN WITH PRLD SS CASE AND ADAPTER. RED HILL WELL 5 -- ALBEMARLE COUNTY NOT TO SCALE CIVIL FILE NO. 6643.41381 --008 DATE MISCELLANEOUS DETAILS APRIL 11, 2008 7 a_ M 00 O r r- d' w 3 Ui 0 3 J J 2 a w I VARIES (8" MIN.) CMU CMU INSTALL WO—VERTICAL REINF. AND STUDS ►� pag �� IN SAME CORES. EXTEND . TOP OF �* i� i STUD ►� 'i ANCHORS' ►� ��� .,.•.,..r.+,I ir,r.w.i SOLID MASONRY UNITS ►•�, I �•� 2 5/8- MIN. THICKNESS ►�� I +� rrr�rrr.. r„JGLES ,r,..,. ..�.._ AT 16 "O.C.T &B GRIND BOT. WELDS FLUSH STEEL LINTEL DETAILS NOT TO SCALE DETAIL NOTE: 1. INSTALL UNDER SHORED CONDITIONS ONLY. t3" BEARING )3/164 DOUBLE ANGLE OR (TYP.) WIDE FLG. LINTEL - ----� BEARING PL. SEE LOOSE BEARING PLATE DETAIL & SCHEDULE ON SHEET S- STEEL LINTEL BEARING DETAIL NOT TO SCALE 'T a IT IS A VIOLATION OF LAW FOR ANY PERSON, t,'%v UNLESS ACTING UNDER THE DIRECTION OF A 0 r�i'i►LlCENSED ENGINEER, TO ALTER THIS DOCUMENT. O ROBERT BRODOWSKI 7 v Lic. No. 042973 N CHARGE OF RFB 1p dV ��i� v0 'w ;;t, DESIGNED BY BRC CHECKED I kNNAL� DRAWN BY RAE THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLACK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. r [ol!Dl POLYURETHANE JOINT SEALANT BACK UP MATERIAL ISOLATION JOINT MATERIAL (lyP•) ISOLATION JOINT DETAIL FOR SLAB ON GRADE NOT TO SCALE 12' -8" ROOF TRUSS CONFIGURATION SCALE: 1" = 1' —O" DETAIL NOTES: 1. WEB CONFIGURATIONS SHOWN ARE SCHEMATIC. FINAL LOCATIONS AND CONFIGURATIONS SHALL BE PROVIDED BY TRUSS FABRICATOR. 2. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR TRUSS WORK PRIOR TO THE START OF FABRICATION. 3. SEE DRAWING S--1 FOR DESIGN LOADS. 4. COORDINATE_ LENGTH OF TOP CHORD EXTENSION AT ROOF OVERHANG WITH ARCHITECTURAL DRAWINGS. PROVIDE REINFORCED TOP CHORD WHERE REQUIRED. 5. % CMU = CENTERLINE OF 8" CMU BEARING WALL. CMU BOND BREAKER OR SMOOTH SURFACE EDGE OF SLAB BEYOND BOTTOM & SIDES FLOOR SLAB MAIN SLAB REINF. --_W F,3/4- CHAMFER w i 4J Y U? U TERMINATE REINF. BARS 1 " 2 INCHES FROM EACH END • GRADE WALL OR OF THRESHOLD (TYP.) GRADE BEAM PEDESTRIAN DOOR THRESHOLD DETAIL NOT TO SCALE 1. THIS DETAIL IS TYPICAL FOR SLAB THICKNESS' OF 8 INCHES OR MORE. s s s - t ►� ; •�• ►� ; ►♦ ►4i, ++ 1+ ++ ►• ►�♦', ►�+ 1 *9 ► ♦� + w STEEL LINTEL BEARING DETAIL NOT TO SCALE 'T a IT IS A VIOLATION OF LAW FOR ANY PERSON, t,'%v UNLESS ACTING UNDER THE DIRECTION OF A 0 r�i'i►LlCENSED ENGINEER, TO ALTER THIS DOCUMENT. O ROBERT BRODOWSKI 7 v Lic. No. 042973 N CHARGE OF RFB 1p dV ��i� v0 'w ;;t, DESIGNED BY BRC CHECKED I kNNAL� DRAWN BY RAE THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLACK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. r [ol!Dl POLYURETHANE JOINT SEALANT BACK UP MATERIAL ISOLATION JOINT MATERIAL (lyP•) ISOLATION JOINT DETAIL FOR SLAB ON GRADE NOT TO SCALE 12' -8" ROOF TRUSS CONFIGURATION SCALE: 1" = 1' —O" DETAIL NOTES: 1. WEB CONFIGURATIONS SHOWN ARE SCHEMATIC. FINAL LOCATIONS AND CONFIGURATIONS SHALL BE PROVIDED BY TRUSS FABRICATOR. 2. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR TRUSS WORK PRIOR TO THE START OF FABRICATION. 3. SEE DRAWING S--1 FOR DESIGN LOADS. 4. COORDINATE_ LENGTH OF TOP CHORD EXTENSION AT ROOF OVERHANG WITH ARCHITECTURAL DRAWINGS. PROVIDE REINFORCED TOP CHORD WHERE REQUIRED. 5. % CMU = CENTERLINE OF 8" CMU BEARING WALL. CMU BOND BREAKER OR SMOOTH SURFACE EDGE OF SLAB BEYOND BOTTOM & SIDES FLOOR SLAB MAIN SLAB REINF. --_W F,3/4- CHAMFER w i 4J Y U? U TERMINATE REINF. BARS 1 " 2 INCHES FROM EACH END • GRADE WALL OR OF THRESHOLD (TYP.) GRADE BEAM PEDESTRIAN DOOR THRESHOLD DETAIL NOT TO SCALE 1. THIS DETAIL IS TYPICAL FOR SLAB THICKNESS' OF 8 INCHES OR MORE. (L oo qt 4 0 a a La 3.•� li a 0 w CIO 0 a 0 w I 0 M 4 :n a d- va U 0 a i r 0 1 00 FINISHED GRADE #7 GAUGE TOP TENSION WIRE W/ 1 "x6" TURNBUCKLE AT END AND [PROVIDE 3 STRANDS OF 4 POINT FABRIC TIES AT PULL POSTS (SEE HINGE AND END BARBED WIRE AND HOLIER, VERTICAL 12" INTERVALS (TYP.) CAP DETAIL THIS SHEET) EXTENSTION (TYP.) �- j TRESETCHR BARS i i�� � � � � � < �i +� � � 4 � ♦ -� � � r�r�r�r�r�r�r�r�rs iii ►i eiti ►i ►i ►i ► + ►it +�` �tititi ►i ►iti iiiti ►i� �rtiiitriitrtirii re ►►i i ii ►� ►�►Gi ►i ►f ►i�< ►ititititi ►i� ►ititi♦i� i� +� ► +t� ►mot *r�tir� • ' � � ►ii, Diiir►rri e►r►i►� ►► ►►a � ►►t►► ►►► ♦• � rrrr ►rtt< tttt►t ♦ ►t► t►tt►t ►♦ ♦► ► ►tttett► �iitii� ►tir+ iiirrrrti ►► ♦ ►ittitt{ ♦itit♦ ►tr► ♦►r ► ►►►♦ ♦ r►err ► ►r ►►ri ►t ►� �ttte►ttr► ►� ►ttt►t ► ►� i ►ttttttttettt► ►� ♦ttiett► itt►itt� ►tiii �ririi♦ trtiri ►iirtrri emir +iirriri ► ►i ►irtri Ptri4 ►i►i► rt►r ►ts ttttt♦ ♦ttr< ♦tttr trrititier +, �rrrtitirrt ► ►►etrr ►+ irri► ►r ►r ♦rrr► e►rtr ►ttt♦ �ttt � ri ► +�+ �tit�t ► ►i ►eii irrir� 1 / 1 0�I Al • • " • 1 iritl�i I ►tits stir ►r�� P�rtrr♦ �� " A�i�i�i� � i1�i�i ±i�i�i�i � +i�i�i�� l � ►�i�i�i�i�i�� . 's i � - i i � - •-i i' �. V1 SLOPE 1/4" PER FT. 5/8 "0 PIPE i (INCHES) BOTTOM RAIL (TYP) .1 i= i r; 2 2.50 [~ #9 GAUGE ALUMINUM TIES 12" OC VDOT SIZE TYPE 1, #21 -B WELDED WIRE 4 "x4" MESH .I I-, v DETAIL NOTES: 1. BARBED WIRE SHALL BE POSITIONED AT AN ANGLE OF 45 DEGREES AWAY FROM THE PUMPING STATION HOUSE. 2. CHAIN LINK FENCE TO BE BLACK VINYL COATED. FINISHED GRADE cfl COMPACT SUBGRADE TO 95% DENSITY (MODIFIED PROCTOR) d 3 "0 PIPE PULL POST FENCE DETAIL r7 NOT TO SCALE C -5 EXPANSION JOINT - �--- -- SLOPE 1/4" PER FT. (INCHES) •A, 'B' (MIN.) ANCHOR SIZE 2 2.50 7.00 0.625 VDOT SIZE TYPE 1, #21 -B WELDED WIRE 4 "x4" MESH I- FABRIC NOTES: 1. CONCRETE SHALL BE 4000 P.S.I. (MIN.) AIR ENTRAINED CONCRETE. BUILDING WALL 2. ALL EXPANSION JOINTS SHALL BE FILLED WITH BITUMINOUS FILLER MATERIAL 3. CONCRETE SURFACE SHALL BE BROOM FINISHED PERPENDICULAR TO THE DIRECTION OF TRAVEL. CONCRETE PAD DETAIL 10 NOT TO SCALE C -5 � �,Z,TH Qty, IS A � O ACTING UNDER THE� DIRECTION PERSON. UC06M ENGINEER, TD ALTER THIS DOCUMENT. v ROBERT I- BELL, JR. Lic. No. 037293 IN CHARGE OF REB 0 �� DESIGNED BY GFR CHECKED BY REB 1. sS�ONAL E� DRAWN BY YLM - - -- C: t I I M 1 I. '. 12 "0 CONCRETE L!6 z FOOTING i A 1 C AXE -0 PIPE LINE POST (ly'•) BARBED WIRE EXTENSION ARM, 3 STRAND 45' SLANTED OUT (AWAY FROM WWTF) 2.716/FT MIN., "H" TYPE LINE POST I �I cO d I r a -- 1' -0 " ♦^ Z W V FENCELINE POST DETAIL s NOT TO SCALE C -g 1 W —A" Ml 10I I: CUJIAII_` nATC FOOTING - - - DOU13LE 5WING GAIL F LNGL DU AIL, AIL 9 NOT TO SCALE C -5 4 �. • . d . METER SIZE DIMENSION DIMENSION DIMENSION U -BOLT W/ I' NUTS A B C I , l 1/7" 3'1' 51010 2" 391" 5'0" 3'8" SUPPORT SADDLE 1/4" RUBBER PAD 3" 1 W MIN, ' MIN, a (GRINNELL FIGURE -- - -- 4" 1 5' MIN. 1 12' MIN. 259 OR EQUAL) HAN 4Rr PROPOSALS WILL BE SUBMTTTIiU. n n .�., _ _Jil _ .. rrn _ ` :., s' r i B i ----------------------------------- I I I 1 1 I 1 1 I 1 I I I I I I I I I I IL--------------------- --------- - - - - -- TYPICAL METER VAULT N.T.S. FIG. W -7A THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. TD--21 INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. NOT TO SCALE NO. DATE REVISION SIDE VIEW 1.75" DIAMETER DRILLED TOLE FOR TOUCH READ )NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36' ALUMINUM ACCESS HATCH 3a. (22,5" FOR COMPOUND METER) d: 18 MIN. d ••+ ---- -- 17S' d 12" MIN. WiNGNUi LOCKING ASSEMBLY BYPASS 44•' MIN. MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 ". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. OBRiEN G ®ERE INIT. 2407 O aBRIEN & GERE, INC. TYPICAL METER VAULT 2" METER NTS FIG. W -7C TD -23 ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM PIPE STANCHION, SCH. 40 STEEL PIPE, SIZE AS REQ'D. PER SCHEDULE (4) EPDXY ANCHORS, FOR SIZE SEE SCHEDULE CLASS 150 STEEL SUP -ON — FLANGE, FLAT FACED. SIZE "B" TO MATCH STANCHION PIPE SEE SCHEDULE BELOW SHIM & GROUT UNDER -°-- FACE OF FLANGE AS REQ'D. DMIL NOTE1 1. STANCHION STYLE PIPE SUPPORTS TO BE PAINTED PER SECTION 09900. PIPE SIZE w I I iY 1 I Q [ ? I I 1/8" DIA. WEEP I I HOLE THRU ONE W WALL ONLY = I [ i [ 1/4 [ 1 CONCRETE . FLOOR 4� •. SUPPORT DIMENSIONS SCHEDULE PIPE SIZE (INCHES) •A, 'B' (MIN.) ANCHOR SIZE 2 2.50 7.00 0.625 STANCHION STYLE PIPE SUPPORT DETAIL,/ 11 NOT TO SCALE M -1 CIVIL MISCELLANEOUS DETAILS FILE NO. 6643.41381 --0009 DATE APRIL 11, 2008 C -9 CL L0 d- r+� 00 0 T w ARCHITECTURAL ABBREVIATIONS "A" MANUAL "F" DECK DRAIN & AND AT FAC FACTORY PAINTED FINISH AB ANCHOR BOLTS FD FLOOR DRAIN / FOOTING DRAIN DIAL DIAGONAL / DIAGRAM DIM FOUNDATION ABR ABRASIVE FE FE FIRE EXTINGUISHER ADD'L ADDITIONAL FF FACTORY FINISH ADJ ADJUSTABLE FIFE FINISH FLOOR ELEVATION AFF ABOVE FINISHED FLOOR "N" ALT ALTERNATE FIN GR FINISHED GRADE ALUM ALUMINUM FIN FL FINISHED FLOOR APPD - APPROVED XT FlFIN FIXTURE APPROX APPROXIMATE EA FINISH ASPH ASPHALT FL or FLR FLOOR EL ELEVATION FIR FRAME ELECTRIC / ELECTRICAL 0 FT FEEL" rs EQ FTG FOOTING EQUIP EQUIPMENT FV FIELD VERIFY "B" ES EXPOSED STRUCTURE 8 OR BOT BOTTOM EACH WAY _j B/ OR BO 801TOM OF EXH BD BOARD *G. EXPOSED STRUCTURE BFF BELOW FINISHED FLOOR EXISTING ry BETM BITUMINOUS GA GAGE GAUGE BLDG BUILDING GALV GALVANIZED BLK BLOCK /BLOCKING GB GRADE BEAM / BAR BM BEAM GL GLASS BOD 807TOM OF DUCT GR GRADE BOL BOTTOM OF LOUVER GIRD GROUND BOP BOTTOM OF PIPE GS GALVANIZED STEEL BRG BEARING OVL• GRAVEL "C" "H" CJ CONTROL JOINT CANTIL CANTILEVER HD HEAD CEM CEMENT HDW HARDWARE CHAN or CH CHANNEL HGT HEIGHT CL CENTERLINE HM HOLLOW METAL CLG CEILING HORIZ HORIZONTAL CLR CLEAR HP HIGH POINT CMU COL CONCRETE MASONRY UNITS COLUMN HVAG HEATING, VENTILATING AND AIR CONDITIONING COMBO COMBINATION CONC CONCRETE CONST CONSTRUCTION CONST JT CONSTRUCTION JOINT IN CONT CONTINUE / CONTINUOUS CONT'D CONTINUED IBC INTERNATIONAL BUILDING CODE CONTR CONTRACT % CONTRACTOR I.F. INSIDE FACE COORD COORDINATE INCL INCLUDED / INCLUDING CORR CORRIDOR IND INDUSTRIAL CORRUG CORRUGATED INFO INFORMATION CRF CHEMICAL RESTRAINT FINISH INSUL INSULATION / INSULATED CRS COURSES INT INTERIOR CSK COUNTERSINK INV INVERT CSK SCR COUNTERSUNK SCREW CTR CENTER "D" MANUAL DD DECK DRAIN DEG DEGREE DET DETAIL DEMO DEMOLISH / DEMOLITION DIA DIAMETER DIAL DIAGONAL / DIAGRAM DIM /n � MANUAL DIMENSION ANGLE DIV DIVISION LD DL DEAD LOAD p DN DOWN Q DR DOOR /n DWG DRAWING U) DWL DOWEL w "M" METAL PANEL MS METAL STUD MTD v7 MTL METAL "N" "E" Q i EJ EXPANSION JOINT EA EACH M EF EACH FACE U EL ELEVATION W ELEC ELECTRIC / ELECTRICAL 0 ENGR ENGINEER rs EQ EQUAL M EQUIP EQUIPMENT EQU N EQUIVALENT ES EXPOSED STRUCTURE EW EACH WAY _j EXC EXCAVATION EXH EXHAUST s EXP STIR EXPOSED STRUCTURE 0 EXIST OR EX EXISTING ry EXP EXPANSION / EXPOSED I EXT EXTERIOR 00 to 1t- CD LO 0 z O O el 1i � T O �J IT IS A VIOLATION OF LAIN FOR ANY PERSON, y t- "k UNLESS ACTING UNDER THE DIRECTION OF A it o� LICENSED ENGINEER, TO ALTER THIS DOCUMENT. v O ROi3};i�3 RI'ODOWSKI Lic. N 04?973 IN CHARGE OF NJD �,�0 �� DESIGNED BY CWE CHECKED BY CWE on DRAWN BY RJB "J" JST JOIST JT JOINT "L" MANUAL L ANGLE LAM LAMINATE LD POUND LBS POUNDS LF LINEAR FEET LG LENGTH / LONG LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT LV LOUVER "M" METAL PANEL MAN. MANUAL MATL MATERIAL MAX MAXIMUM MD METAL DECK MECH MECHANICAL MET METAL MFG MANUFACTURING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MoD MODIFICATION MP METAL PANEL MS METAL STUD MTD MOUNTED MTL METAL "N" N NORTH N/A NOT APPLICABLE NF NEAR FACE NIC NOT IN CONTRACT NO. OR # NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLACK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. NO. I DATE "O" OC O.F. OH OPNG OPP "P" PAR PART. PC PL PLWD PLUMB. PNL PR PRE PREFAB PREFIN PRI PRMLD P.T. PT PVC PVT PWE "Q" QUAL QTY "R" RAID RB RD RECT REF REINF REQ'D REV RFG RM RO Uso S S/C SCH SECT SERD SF SIM SHT SIM REV Si SPEC SQ SS STD STIFF STL or ST STOR STRUCT SUSP SYM or T T/ OR T.O. TH THIRD TOB TOD TOF TOIL TOS TOT TOW TYP "u" UON U/S USBC "V" VAC VERT "W" W/0 W/ W WD WLD WP WRF WT REVISION ON CENTER OUTSIDE FACE OVERHEAD OPENING OPPOSITE PARALLEL PARTITION PRECAST PLATE PLYWOOD PLUMBING PANEL PAIR POWER ROOF EXHAUSTER PREFABRICATED PRE FINISHED PRIMARY PRE MOLDED PRESSURE TREATED PAINT / PAINTED POLYVINYL CHLORIDE PAVEMENT POWER WALL EXHAUSTER QUALITY QUANTITY RADIUS ROOF BEAN ROOF DRAIIN RECTANGLE / RECTANGULAR REFERENCE REINFORCE REQUIRED REVISION / REVISED ROOFING ROOM ROUGH OPENING SOUTH SITE/CIVIL SCHEDULE SECTION SECONDARY EMERGENCY ROOF DRAIN SQUARE FOOT SIMILAR SHEET SIMILAR REVERSED STEEL JOIST SPECIFICATION SQUARE STAINLESS STEEL STANDARD STIFFENER STEEL STORAGE STRUCTURE / STRUCTURAL SUSPEND OR SUSPENDED SYMMETRICAL / SYMMETRICALLY TOP The drawing upon TOP OF and the drawing THICK shown is cross -- reverenced with symbols as follows: THREAD OR THREADED TOP OF BLOCK TOP OF DUCT TOP OF FOOTING TOP OF LOUVER TOP OF SLAB OR TOP OF STEEL TOTAL TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED UNDERSIDE VIRGINIA UNIFORM STATEWIDE BUILDING CODE VIRGINIA ADMINISTRATIVE CODE VERTICAL WITHOUT WITH WEST WOOD WELD / WELDED WATER PROOFING WATER RECILAMATiON FACILITY WEIGHT CMIENOGERE INIT. 2007 © O'BRIEN & GERE. INC. ARCHITECTURAL GRAPHIC CONVENTIONS ARCHITECTURAL SYMBOLS Ll� BACKFILL —�} AMNON, DIRECTION NORTH BAIT INSULATION 120 NEW DOOR SYMBOL LZLIIIA BRICK _ _ L CELL VENT/WEEP VENT PUMP _ ROOM ROOM NAME AND ROOM NUMBER " CONCRETE, CAST STONE, AND /OR DESIGNATION PRECAST CONCRETE 11011 CONC. MASONRY UNIT (CMU) -� SLOPE GRAVEL DATUM GROUT OR MORTAR LV -3 LOUVER DESIGNATION PLYWOOD i STRUCTURAL SHAPES IN CROSS— SECTION 2 A -17 WOOD BLOCKING ELEVATION TAGS SHIM q_ WOOD RIGID BOARD INSULATION FOR FOUNDATIONS, O FIRE EXTINGUISHER SLABS, ROOFS, AND CAVITY WALLS ALBEMARLE COUNTY~ SERVICE AUTHORITY RED HILL WATER SYSTEM I DETAIL INDICATOR 1 A -5 STRUCTURAL COLUMN GRID LINES AND INDICATOR METHOD OF SECTIONING The drawing upon which a section, view or detail has been taken and the drawing u on which the section, View or detail has been shown is cross -- reverenced with symbols as follows: DRAWING WHERE SECTION IS TAKEN A---2 The number in the upper half of the circle is the section number. The bottom number refers to the drawing number on which the section can be found. DRAWING WHERE SECTION IS SHOWN SECTION 1 This is shown under each section. The top number is the section number. The bottom N.T.S. A -1 number refers to the drawing number where the section has been taken. ARCHITECTURAL PUMP STATION ABBREVIATIONS & GENERAL NOTES FILE NO. 6643.41381 —AO01 DATE A -1 APRIL, 11 2008 m CL r- 00 0 w v w cn c� 3 0 0 .cn w f cn t� a f U) C-) 0 a U w O w D., w 4 �o W I CO M mot' co t4 I a z 0 U_ LY_ tL OI W fx w 0 w 8" Cl PLAN DOWEL SIZE AN! SHALL MATCH C REINF. FINISHED GR �4$ALTl� R 1S A VIOLATION OF TAW FOR ANY PERSON, y UNLESS ACTING UNDER THE DIRECTION OF A 0 �� �, LICENSED ENGINEER, TO ALTER THIS DOCUMENT. jr ROBERT RROD 'SKI REB Lic. Nc�/�,? 73 IN CHARGE OF "�� BRC RFB DESIGNED BY CHECKED BY s`sf0�' DRAWN BY RAE - 2"x8" WOOD BLOCKIt #CHED W/ 1/2- DIA. T ANCHORS W/ 6" EDMENT 0 2' -0" 0.£ ARCH. DET. A ON A- SECTION SCALE: 3/4" = 1'--0" THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLACK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TM E BLOCK TO DEMNINE THE ACTUAL SCAT.!~ OF THIS DRAWING. 1 0 1 2 3 4 5 ALBEMARLE COUNTY SERVICE AUTHORITY 1/2 " =1' -0" RED HILL WATER SYSTEM 3/4 " -1' -o" 1 0 1 3 � CWRIEN6GERE NO. I DATE REVISION INIT.1 2007000'BRIEN &GERE,INC. r2 S -2 STRUCTURAL PUMP STATION SECTIONS . BENT PL. (TYP.) TSUC5 ATTACHMENT —#10 TEK SCREWS JD (5) #10x1 -1/2" WOOD SCREWS PER YP.) FILE NO. 6643.41381 —SO03 DATE S -3 APRIL, 11 2006 CL 00 w cv) 0 0 z V) V) 0 U 0 U w 0 a Ld J_ Q w x 1. WORK SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2003 EDITION). 2. SECTIONS AND DETAILS SHOWN ON DRAWINGS ARE TYPICAL. USE SIMILAR CONSTRUCTION AT LOCATIONS NOT SPECIFICALLY DETAILED. 3. EXAMINE AND COMPARE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, SITE, ELECTRICAL AND PROCESS DRAWINGS. VERIFY LOCATIONS AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. VERIFY LOCATION OF EXISTING UNDERGROUND SITE UTILITIES PRIOR TO THE START OF WORK AND COORDINATE LOCATION WITH STRUCTURAL DRAWINGS:. NOTIFY THE ENGINEER OF ANY CONFLICTS IN WRITING. DO NOT PROCEED WITH AFFECTED WORK UNTIL CONFLICTS HAVE BEEN RESOLVED. 5. ADEQUATE TEMPORARY BRACING OF CONSTRUCTION ELEMENTS SHALL BE PROVIDED FOR FOUNDATIONS, ABOVE GRADE WALLS, STRUCTURAL STEEL AND OTHER STRUCTURAL SYSTEMS, FOR WIND AND /OR CONSTRUCTION LOADS. BRACING SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OPERATIONS PRIOR TO STRUCTURAL ELEMENTS REACHING THEIR SPECIFIED DESIGN STRENGTH AND /OR REACHING THEIR COMPLETED FORM AS SHOWN ON THE CONTRACT DRAWINGS. DESIGN AND MAINTENANCE OF SAID BRACING SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS PRIOR TO THE START OF WORK. 1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL ENGINEERING REPORTS BY EARTH ENGINEERING & SCIENCES, INC., DATED NOVEMBER 2, 2006 AND DECEMBER 18, 2006. a. NET ALLOWABLE SOIL BEARING PRESSURE: 10000 P.S.F. (BEDROCK) 2000 -3000 P.S.F. (SOIL) b. MODULUS OF SUBGRADE REACTION: 100 P.C.I. c. MINIMUM FOOTING DEPTH: 3' -0" BELOW FINISH GRADE 2. PLACE FOUNDATIONS ON 12 INCH THICKNESS OF #57 CRUSHED STONE. COMPACT EXISTING SUBGRADE PRIOR TO PLACEMENT OF FOUNDATIONS. 3. COMPACTED BACKFILL: BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY ACCORDING TO A.S.T.M. D1557. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH. 4. WHERE BACKFILL IS PLACED ON BOTH SIDES OF A FOUNDATION WALL, CARE SHALL BE TAKEN DURING THE BACKFILLING OPERATIONS TO INSTALL BACKFILL EVENLY ON OPPOSITE FACES OF THE WALL. THE MAXIMUM DIFFERENTIAL OF FILL HEIGHT SHALL BE 12 INCHES. DO NOT DAMAGE WALL CONSTRUCTION WITH COMPACTION EQUIPMENT. 5. BACKFILL TO TOP OF FOOTINGS AS SOON AS POSSIBLE AFTER PLACING CONCRETE. 6. BACKFILL AGAINST BELOW GRADE BASEMENT WALLS AFTER FLOOR SLAB IS SUPPORTING T /WALL OR PROVIDE TEMPORARY SUPPORT FOR T /WALL UNTIL FLOOR SLAB IS IN PLACE AND HAS REACHED DESIGN STRENGTH. 7. TOPSOIL, ORGANIC MATERIAL AND ANY NATURAL OR MANMADE DEBRIS SHALL BE STRIPPED FROM THE SITE TO THE DEPTHS REQUIRED OR NOTED. THESE AND OTHER DELETERIOUS MATERIAL SHALL NOT BE USED AS BACKFILL UNDER ANY STRUCTURAL AREA & SHALL BE REMOVED FROM THE SITE. 8. UNSUITABLE SUBGRADE, IF ENCOUNTERED, WILL BE UNDERCUT AND REPLACED WITH LEAN CONCRETE OR SELECT GRANULAR FILL MATERIAL AS ORDERED 13Y THE GEOTECHNICAL ENGINEER. 9. FOUNDATIONS OR SLABS SHALL NOT BE PLACED IN WATER, ON SATURATED SUBGRADES, NOR ON FROZEN SUBGRADES. IN -PLACE FOUNDATIONS AND SLABS SHALL BE PROTECTED FROM FROST PENETRATION UNTIL PROJECT IS COMPLETE. 10. FOUNDATION ELEMENTS SHALL BE CENTERED IN EACH DIRECTION UNDER SUPPORTED STRUCTURAL MEMBERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM FOOTING PROJECTION SHALL BE 1' -O" U.O.N. 11. THE CONTRACTOR SHALL PROVIDE SUPPORTS, WHETHER SHEETING, SHORING OR BRACING SUCH THAT NO HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT OCCURS TO EXISTING STRUCTURES, STREETS OR UTILITIES ADJACENT TO, OR ON THE PROJECT SITE. 12. THE CONTRACTOR SHALL PROVIDE STABLE SIDES AND BOTTOM OF EXCAVATION DURING CONSTRUCTION BY SHORES, SLOPES OR BENCHED SIDES. THE DESIGN AND INSTALLATION OF THE EXCAVATION BRACING SHALL BE IN ACCORDANCE WITH OSHA SHORING PRACTICES AND BE THE SOLE RESPONSIBILITY OF THE: CONTRACTOR. 1. CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (A.C.I.) 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE ", A.C.I. 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ", AND A.C.I. 350. "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES ". 2. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH AS SHOWN: UNIT WEIGHT MIN. STRENGTH @ 28 DAYS (P.S.I.) IIEM. a. CONCRETE EXPOSED TO FLUID b. WALLS, PIERS, FOOTINGS, MATS, & RETAINING WALLS c. SLAB ON GRADE MIN. STREN -GTH ® 28 DAYS (P.S.I) 4500 4000 4000 Lojelkaylluel ,. 145 145 145 3. PORTLAND CEMENT USED FOR CONCRETE WORK SHALL COMPLY WITH A.S.T.M. C -150 FOR TYPE 1/11 CEMENT. 4. NORMAL WEIGHT CONCRETE SHALL CONTAIN FINE AND COARSE AGGREGATES COMPLYING WITH A.S.T.M. C -33. THE MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE OF SIZES SUITABLE: FOR PLACEMENT IN STRUCTURAL ELEMENTS CONSIDERING THEIR SIZE AND REINFORCEMENT CONFIGURATION. 5. CONCRETE PLACED UNDER COLD WEATHER CONDITIONS THAT MAY BE EXPOSED TO SUBSEQUENT MOISTURE AND FREEZING CONDITIONS PRIOR TO REACHING DESIGN 6. CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS ARE MANDATORY. OMISSIONS, ADDITIONS OR CHANGES SHALL NOT BE MADE EXCEPT WITH THE SUBMITTAL OF A WRITTEN REQUEST, TOGETHER WITH DRAWINGS OF THE PROPOSED JOINT LOCATIONS, FOR APPROVAL BY THE ENGINEER. 7. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND CONCRETE PLACING SEQUENCE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE PREPARATION OF THE REINFORCEMENT SHOP DRAWINGS. 8. CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SHOWN OR NOTED. VERTICAL CONSTRUCTION JOINTS AND STOPS IN CONCRETE WORK SHALL NOT BE MADE AT MID-SPAN OR AT POINTS OF MAX. SHEAR. 9. CONCRETE SLABS ON GRADE, INCLUDING CONCRETE PLACED ON STEEL DECK, SHALL BE PLACED SO THAT THE SLAB THICKNESS IS AT NO POINT LESS THAN THAT INDICATED ON THE CONTRACT DRAWINGS. ADJUST SUBGRADE ELEVATIONS TO ACCOUNT FOR SLOPED SLAB ON GRADE SURFACES. 10. CHAMFER EXPOSED CORNERS OF CONCRETE 3/4 INCH. 11. CONCRETE WALLS SHALL HAVE POCKETS FOR BEAMS & SHELVES FOR STRUCTURAL SLABS NOT MONOLITHIC WITH WALL. PROVIDE 8" MINIMUM BEARING FOR BEAMS AND 4" MINIMUM BEARING FOR SLABS U.O.N. 12. CONCRETE BEAMS SHALL BE MONOLITHIC WITH SLABS. HORIZONTAL JOINTS IN STRUCTURAL SLABS AND BEAMS ARE NOT ALLOWED. 13. PIPES AND CONDUITS RUNNING HORIZONTALLY IN SLABS: a. PLACEMENT: CENTERED IN DEPTH OF SLAB b. MAXIMUM OUTSIDE DIAMETER: 1/3 SLAB THICKNESS c. SPACING: AT LEAST THREE DIAMETERS ON CENTER. COVER SHALL BE MAINTAINED & EMBEDMENTS SHALL NOT CONTACT REINFORCEMENT. 14. CAST INTO CONCRETE ACCESSORIES REQUIRED BY ARCHITECTURAL FINISHES AND MECHANICAL EQUIPMENT. COORDINATE LOCATION AND QUANTITY WITH ,ARCHITECTURAL AND MECHANICAL DRAWINGS. 15. AT CONSTRUCTION JOINTS, PROVIDE A SHEAR KEY 1 1/2 IN. DEEP x 1/3-- JOINT- WIDTH. ALSO PROVIDE A TENSION CLASS "B" LAP OF REINFORCING. USE ROUGHENED JOINT WHERE INDICATED ON THE DRAWINGS. 16. SLAB, BEAM, AND JOIST TOP REINFORCING CONTINUOUS OVER A SUPPORT SHALL EXTEND TO THE 1/3 -POINT OF THE CLEAR SPAN UNLESS INDICATED OTHERWISE ON THE DRAWINGS. SLAB, BEAM, AND JOIST TOP REINFORCING AT A DISCONTINUOUS END SHALL TERMINATE IN A STANDARD 90 DEGREE HOOK INTO SUPPORTING BEAM'S AND WALLS. 17. LOCATE CONSTRUCTION JOINTS IN BEAMS AND STRUCTURAL SLABS IN THE CENTER-1/3 OF SPAN, AND NOT CLOSER THAN 3 FT. FROM AN INTERSECTING BEAM. 1. REINFORCEMENT WORK OF DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (A.C.I. 318) ", "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (A.C.I. 350) ", "A.C.I. DETAILING MANUAL --- 1988 (SP -66) ", "CRSI MANUAL OF STANDARD PRACTICE (MSP I)" AND "STRUCTURAL WELDING CODE - REINFORCING STEEL (A.W.S. 101.4) ". 2. STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL CONFORM TO THE FOLLOWING: a. BARS, TIES AND STIRRUPS . . . . A.S.T.M. A615 GRADE (Fy = 60,1000 P.S.I.) b. REINFORCING TO BE WELDED SHALL CONFORM TO A.S.T.M. A706 (Fy = 60,000 P.S.I.) OR MILL TEST REPORTS SHALL BE SUBMITTED SHOWING CARBON EQUIVALENT. 3. MINIMUM CONCRETE PROTECTIVE COVER FOR REINFORCEMENT OF NON - ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES SHALL BE AS FOLLOWS U.O.N.: a. UNFORMED SURFACES CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH . . . 3.0" b. BUILDING SURFACES FORMED IN CONTACT �" IHI4K WITH EARTH OR EXPOSED TO WEATHER, ADJUSTED. #6 THROUGH #18 BARS . . . . . . . . . . . 2.0" #5 BARS AND SMALLER . . . . . . . . 1.5" c. BUILDING SURFACES NOT IN CONTACT WITH L4x3 1 /2x1 /4 OR EXPOSED TO WEATHER (WALLS AND SLABS) #14 AND #18 BARS . . . . . . . . . . . . . 1.5" #11 BARS AND SMALLER . . . . . . . . . 0.75" d. BUILDING BEAMS, GIRDERS AND COLUMNS - PROVIDE DOWELS FROM FOUNDATION TO PRINCIPAL REINFORCEMENT, TIES, 7' -0" STIRRUPS AND SPIRALS . . . . . . . . . . . 1.5" 4. MINIMUM CONCRETE PROTECTIVE COVER FOR LIQUID CONTAINING STRUCTURES SHALL CONFORM TO "CODE: REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (A.C.I. 350) ", 5. WHERE CONTINUOUS REINFORCEMENT IS CALLED FOR, IT SHALL BE EXTENDED CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. 6. LAPS SHALL BE CLASS B TENSION LAP SPLICES, UNLESS NOTED OTHERWISE. 7. WHERE REINFORCEMENT IS NOT SHOWN ON THE CONTRACT DRAWINGS, PROVIDE REINFORCEMENT IN ACCORDANCE WITH APPLICABLE DETAILS AS DETERMINED BY THE ENGINEER. IN NO CASE SHALL REINFORCEMENT BE LESS THAN THE (MINIMUM REINFORCEMENT PERMITTED BY THE APPLICABLE CODES NOR LESS THAN THE FOLLOWING: G. BEAM STIRRUPS: #4 ® 12" O.C. b. BEAM STIRRUP SUPPORTS: 1 - #5 0 EACH STIRRUP BEND c. FACE REINFORCEMENT IN BEAMS OR PORTIONS OF BEAMS: #4 @ 112" O.C. d. STRUCTURAL SLABS: 0.0018 x GROSS CONCRETE AREA IN EACH DIRECTION e. STRUCTURAL COLUMNS: 0.01 x GROSS CONCRETE CROSS SECTIONAL AREA f. STRUCTURAL BEAMS: 0.0033 x GROSS CONCRETE CROSS SECTIONAL AREA. g. DOWELS FROM TOP OF CONCRETE WALLS TO CONCRETE SLABS: MAW SLAB REINFORCING: #4 ®12" TEMPERATURE & SHRINKAGE: #4012" COMPRESSIVE STRENGTH OR EXTERIOR CONCRETE WORK EXPOSED TO FREEZE / THAW 8, EXTEND DOWELS TO THE 1/4-POINT OF SLAB SPAN. CYCLING SHALL BE AIR - ENTRAINED TO 5 -7% AIR CONTENT. HOWEVER, SLAB FLATWORK 9. WHERE REINFORCEMENT IS SHOWN IN SECTION, REINFORCEMENT IS CONSIDERED TYPICAL TO RECEIVE A HARD - TROWEL FINISH SHALL NOT BE AIR ENTRAINED. WHEREVER THE SECTION APPLIES. 10. WHERE THERE IS A CONFLICT BETWEEN LOCATION OF COLUMN VERTICAL BARS AND BEAM 0� ROBERT BRODOWSI\I Lic. No 04 "973 16. WELDING OF REINFORCEMENT SHALL CONFORM TO A.W.S. D1.4 (INCLUDING PREHEAT REQUIREMENTS). ONLY BARS INDICATED ON DRAWINGS TO BE WELDED SHALL BE WELDED. 1. MASONRY CONSTRUCTION SHALL CONFORM TO SPECIFICATION FOR MASONRY STRUCTURES (A.C.I. 530.1) U.Q.N. 2. STRENGTH OF MASONRY MATERIALS SHALL BE AS FOLLOWS: a. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 1, CONFORMING TO A.S: T.M. C -90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 P.S.I. ON THE NET AREA. b. MORTAR SHALL CONFORM TO A.S.T.M. C -270 TYPE M OR S. c. GROUTS SHALL CONFORM TO A.S.T.M. C -476 WITH A MAXIMUM AGGREGATE SIZE OF 318 IN. AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. GROUT TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH A.C.I. 530. d. REINFORCED MASONRY SHALL HAVE A STRENGTH F'm =1500 P.S.I. F'm IS THE COMPRESSIVE STRENGTH OF THE MASONRY AT 28 DAYS AS DETERMINED BY PRISM TESTS. 3. ALL VERTICAL REINFORCEMENT FOR CONCRETE MASONRY SHALL BE A.S.T.M. A --615, GRADE 60. ALL SPLICES SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM. 4. REINFORCED MASONRY WALLS SHALL HAVE BOND BEAMS AT BOTTOM OF WALLS NOT DOWELED INTO CONCRETE: FOUNDATIONS, AT EACH FLOOR LEVEL, AT ROOF LEVEL, AT TOP OF WALLS, AT MAXIMUM SPACING OF 10 FEET AND AS INDICATED IN THE DRAWINGS. BOND BEAM REINFORCING SHALL EXTEND INTO AND BE CONTINUOUS WITH INTERSECTING BOND BEAMS. FILL BONI) BEAMS WITH COARSE GROUT. 5. CONCRETE MASONRY WALLS, UNLESS OTHERWISE INDICATED, SHALL HAVE LADUR TYPE HORIZONTAL JOINT REINFORCEMENT MADE OF 9 GAUGE SIDE AND INTERMEDIATE BARS OF COLD DRAWN STEEL WIRE MEETING THE REQUIREMENTS OF A.S.T.M. A -82, AS MANUFACTURED BY "DUR - -O -WALL CORPORATION" OR EQUIVALENT, HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED AT 16 INCHES Q.C. VERTICALLY U.O.N., 2 COURSES ABOVE AND BELOW OPENINGS (EXTENDING 2 FEET BEYOND OPENING EDGE), AND SHALL HAVE A HOT DIP GALVANIZED FINISH IN ACCORDANCE WITH A.S.T.M. A153 - CLASS B--2. INTERMEDIATE BAR SPACING SHALL BE 16 INCHES O.C. 6. FILL BLOCK CORES CONTAINING REINFORCEMENT FULL WITH GROUT. CROSS WEBS CONTAINING REINFORCEMENT ARE TO BE MORTAR BEDDED. 7. THE BASE OF EACH CELL IN WHICH A VERTICAL BAR IS PLACED SHALL HAVE A CLEAN -OUT HOLE OF SIZE 2" BY 3" MINIMUM. 8. PRIOR TO GROUTING CELLS, BARS AND CELLS MUST BE INSPECTED. 9. THE BEARING BLOCK BENEATH BEAMS OR OTHER CONCENTRATED LOADS SHALL BE GROUTED SOLID FOR A WIDTH OF AT LEAST 2' -0" AND A DEPTH OF AT LEAST 3 COURSES (2' -0 ") MINIMUM. 10. AT MASONRY WALLS: PROVIDE ONE (1) #5 VERTICAL REINFORCING BAR AS FOLLOWS: a. AT CORNERS, b. WITHIN 16 INCHES OF EACH SIDE OF WALL OPENINGS, c. WITHIN 8 INCHES OF EACH SIDE OF CONTROL JOINTS, d. WITHIN 8 INCHES OF ENDS OF WALLS. PROVIDE TWO (2) #5 REINFORCING BARS AS FOLLOWS: e. HORIZONTAL IN BOND BEAMS AT BOTTOM OF WALLS NOT DOWELED INTO CONCRETE FOUNDATIONS, AT EACH FLOOR LEVEL, AT ROOF LEVEL AND AT TOP OF WALLS. f. HORIZONTAL IN BOND BEAMS ABOVE AND BELOW MASONRY OPENINGS. EXTEND BOND BEAMS 40 BAR DIAMETERS EACH SIDE of OPENINGS. 11. AT MASONRY WALLS PROVIDE A MINIMUM VERTICAL REINFORCEMENT OF #504' -0" U.O.N. 12. REINFORCED MASONRY PIEIRS /PILASTERS SHALL HAVE 3/16 INCH DIAMETER, MILL GALVANIZED, CLOSED WIRE TIES AT 8 INCHES O.C. VERTICALLY UNLESS NOTED OTHERWISE. 13. BONDING METHODS, TIES, LINTELS AND ACCESSORIES SHALL BE APPROVED BY THE ENGINEER. 14. MASONRY OPENINGS MORE THAN 16 INCHES WIDE IN NEW OR EXISTING CONSTRUCTION REQUIRE LINTELS. OPENINGS IN MASONRY SHALL HAVE LINTELS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE UNLESS OTHERWISE INDICATED: MAX. OPENING HORIZONTAL BARS, THE COLUMN BARS SHALL REMAIN IN THEIR DESIGNATED POSITIONS �" IHI4K AND BEAM BARS LOCATIONS SHALL BE ADJUSTED. 11. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS 1- -L4•x3 1 /2x1 /4 OTHERWISE SHOWN. L4x3 1 /2x1 /4 12. COLUMN DOWELS SHALL BE SET AND POSITIONED SO AS TO BE ENCLOSED BY THE 2- COLUMN TIES. 6'--0" 13. PROVIDE DOWELS FROM FOUNDATION TO MATCH BAR SIZE AND NUMBER OF REINFORCING 7' -0" IN THE SUPPORTED ELEMENT, UNLESS NOTED OTHERWISE. 14. REINFORCEMENT SHALL NOT BE TACK WELDED OR HEATED FOR BENDING. 15. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO 60 THE SCHEDULED CONCRETE PLACEMENT. NOTIFY ENGINEER OF COMPLETION AT LEAST 12 24 HOURS PRIOR TO THE SCHEDULED COMPLETION OF THE INSTALLATION OF 16 REINFORCEMENT. 50 IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. 38 UNLESS ACTING UNDER THE DIRECTION OF A INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS 12 LICENSED ENGINEER, TO ALTER THIS DOCUMENT. ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE 12 BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. 1.50 37 16. WELDING OF REINFORCEMENT SHALL CONFORM TO A.W.S. D1.4 (INCLUDING PREHEAT REQUIREMENTS). ONLY BARS INDICATED ON DRAWINGS TO BE WELDED SHALL BE WELDED. 1. MASONRY CONSTRUCTION SHALL CONFORM TO SPECIFICATION FOR MASONRY STRUCTURES (A.C.I. 530.1) U.Q.N. 2. STRENGTH OF MASONRY MATERIALS SHALL BE AS FOLLOWS: a. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 1, CONFORMING TO A.S: T.M. C -90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 P.S.I. ON THE NET AREA. b. MORTAR SHALL CONFORM TO A.S.T.M. C -270 TYPE M OR S. c. GROUTS SHALL CONFORM TO A.S.T.M. C -476 WITH A MAXIMUM AGGREGATE SIZE OF 318 IN. AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. GROUT TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH A.C.I. 530. d. REINFORCED MASONRY SHALL HAVE A STRENGTH F'm =1500 P.S.I. F'm IS THE COMPRESSIVE STRENGTH OF THE MASONRY AT 28 DAYS AS DETERMINED BY PRISM TESTS. 3. ALL VERTICAL REINFORCEMENT FOR CONCRETE MASONRY SHALL BE A.S.T.M. A --615, GRADE 60. ALL SPLICES SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM. 4. REINFORCED MASONRY WALLS SHALL HAVE BOND BEAMS AT BOTTOM OF WALLS NOT DOWELED INTO CONCRETE: FOUNDATIONS, AT EACH FLOOR LEVEL, AT ROOF LEVEL, AT TOP OF WALLS, AT MAXIMUM SPACING OF 10 FEET AND AS INDICATED IN THE DRAWINGS. BOND BEAM REINFORCING SHALL EXTEND INTO AND BE CONTINUOUS WITH INTERSECTING BOND BEAMS. FILL BONI) BEAMS WITH COARSE GROUT. 5. CONCRETE MASONRY WALLS, UNLESS OTHERWISE INDICATED, SHALL HAVE LADUR TYPE HORIZONTAL JOINT REINFORCEMENT MADE OF 9 GAUGE SIDE AND INTERMEDIATE BARS OF COLD DRAWN STEEL WIRE MEETING THE REQUIREMENTS OF A.S.T.M. A -82, AS MANUFACTURED BY "DUR - -O -WALL CORPORATION" OR EQUIVALENT, HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED AT 16 INCHES Q.C. VERTICALLY U.O.N., 2 COURSES ABOVE AND BELOW OPENINGS (EXTENDING 2 FEET BEYOND OPENING EDGE), AND SHALL HAVE A HOT DIP GALVANIZED FINISH IN ACCORDANCE WITH A.S.T.M. A153 - CLASS B--2. INTERMEDIATE BAR SPACING SHALL BE 16 INCHES O.C. 6. FILL BLOCK CORES CONTAINING REINFORCEMENT FULL WITH GROUT. CROSS WEBS CONTAINING REINFORCEMENT ARE TO BE MORTAR BEDDED. 7. THE BASE OF EACH CELL IN WHICH A VERTICAL BAR IS PLACED SHALL HAVE A CLEAN -OUT HOLE OF SIZE 2" BY 3" MINIMUM. 8. PRIOR TO GROUTING CELLS, BARS AND CELLS MUST BE INSPECTED. 9. THE BEARING BLOCK BENEATH BEAMS OR OTHER CONCENTRATED LOADS SHALL BE GROUTED SOLID FOR A WIDTH OF AT LEAST 2' -0" AND A DEPTH OF AT LEAST 3 COURSES (2' -0 ") MINIMUM. 10. AT MASONRY WALLS: PROVIDE ONE (1) #5 VERTICAL REINFORCING BAR AS FOLLOWS: a. AT CORNERS, b. WITHIN 16 INCHES OF EACH SIDE OF WALL OPENINGS, c. WITHIN 8 INCHES OF EACH SIDE OF CONTROL JOINTS, d. WITHIN 8 INCHES OF ENDS OF WALLS. PROVIDE TWO (2) #5 REINFORCING BARS AS FOLLOWS: e. HORIZONTAL IN BOND BEAMS AT BOTTOM OF WALLS NOT DOWELED INTO CONCRETE FOUNDATIONS, AT EACH FLOOR LEVEL, AT ROOF LEVEL AND AT TOP OF WALLS. f. HORIZONTAL IN BOND BEAMS ABOVE AND BELOW MASONRY OPENINGS. EXTEND BOND BEAMS 40 BAR DIAMETERS EACH SIDE of OPENINGS. 11. AT MASONRY WALLS PROVIDE A MINIMUM VERTICAL REINFORCEMENT OF #504' -0" U.O.N. 12. REINFORCED MASONRY PIEIRS /PILASTERS SHALL HAVE 3/16 INCH DIAMETER, MILL GALVANIZED, CLOSED WIRE TIES AT 8 INCHES O.C. VERTICALLY UNLESS NOTED OTHERWISE. 13. BONDING METHODS, TIES, LINTELS AND ACCESSORIES SHALL BE APPROVED BY THE ENGINEER. 14. MASONRY OPENINGS MORE THAN 16 INCHES WIDE IN NEW OR EXISTING CONSTRUCTION REQUIRE LINTELS. OPENINGS IN MASONRY SHALL HAVE LINTELS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE UNLESS OTHERWISE INDICATED: MAX. OPENING 42' THICK CONCRETE OVER, (�n') �" IHI4K 3' -0" 1 -L3 1/2x3 1 /2x 1 /4 2- L3 1/2x3 1 /2x 1 /4 4' -0" 1- -L4•x3 1 /2x1 /4 2- L4x3 1 /2x1 /4 5' -0" 1 -L4•x3 1/2x5/16 2- L4x3 1/2x5/16 6'--0" 1 -L5x3 1/2x5/1 6 2- L50 1/2x5/16 7' -0" 1 -L6x3 1/20/8 2-- L6x3 1/20/8 FOR WALLS LARGER THAN THE ABOVE THICKNESSES, USE MULTIPLES OF THE ABOVE PIECES. LINTELS SHALL 13E 1' -4" LONGER THAN MASONRY OPENINGS. LONG LEGS SHALL BE VERTICAL. WHERE LINTEL ABUTS COLUMNS OR WALLS, PROVIDE CONNECTION TO SUCH. SUBMIT SHOP DRAWINGS OF CONNECTION DETAIL FOR APPROVAL. 15. OPENINGS FOR, OR AROUND, UTILITIES, DUCTS, AND STRUCTURAL MEMBERS SHALL BE FILLED IN WITH MASONRY. 16. WHERE MASONRY PARTITION WALLS EXTEND TO DECK /FLOOR /ROOF OR AROUND STRUCTURAL MEMBERS AN APPROPRIATE CLEARANCE (1" MIN. - 2" MAX.) SHALL BE PROVIDED TO PREVENT TRANSFER OF GRAVITY LOADS INTO PARTITIONS. GAPS SHALL BE SEALED FOR FIRE SEPARATION AND /OR SOUND TRANSMISSION AS INDICATED ON ARCHITECTURAL DRAWINGS, LATERAL BRACING OF TOP OF PARTITION SHALL BE AS SHOWN ON DRAWINGS. 17. ADEQUATE TEMPORARY BRACING FOR WIND AND CONSTRUCTION LOADS SHALL BE PROVIDED AT ALL TIMES DURING INSTALLATION OF MASONRY UNTIL SUCH TIME AS THE MASONRY HAS REACHED ITS DESIGN STRENGTH AND THE STRUCTURE IS IN ITS COMPLETED FORM. DESIGN, STAGING AND INSTALLATION OF TEMPORARY BRACING SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM MASONRY BRACING REQUIREMENTS SHALL BE AS INDICATED IN "STANDARD PRACTICE FOR BRACING MASONRY WALLS UNDER CONSTRUCTION" AS PREPARED BY THE COUNCIL FOR MASONRY WALL BRACING. 18. MASONRY ANCHORS SHALL BE 1/2-INCH DIA., HILTI HIT HY -20 MASONRY ANCHORS W/ SCREEN TUBES UNLESS INDICATED OTHERWISE. MIN. ANCHOR LENGTH 1S 3 1/8". DESIGN CRITERIA FLOOR U,VE LOAD: EQUIPMENT AREAS: 250 P.S.F. OR 3 KIPS CONCENTRATED OFFICE & PERSONNEL ASSEMBLY AREAS: 100 P.S.F. OR 2 KIPS CONCENTRATED STAIRS & EXITS: 100 P.S.F. OR 0.3 KIPS CONCENTRATED WALKWAYS & ELEVATED PLATFORMS: 60 P.S.F. EQQF SNOW LOAD: GROUND SNOW (Pg): 25 P.S.F. FLAT ROOF SNOW (Pf): 20 P.S.F SNOW EXPOSURE (Ce): 0.9 SNOW THERMAL (Ct): 1.0 SNOW IMPORTANCE (Is): 1.0 WIC LOQ: BASIC WIND SPEED: 110 M.P.H. WIND IMPORTANCE: 1.15 WIND EXPOSURE: "C" HEIGHT & EXPOSURE COEFFICIENT: VARIES NET DESIGN PRESSURES MWFRS: VARIES NET DESIGN PRESSURES COMPONENTS & CLADDING. VARIES EAEIHOUAKE: SEISMIC USE GROUP: I BUILDING CATEGORY: Il SEISMIC IMPORTANCE (le): 1.25 Ss: 0.301 S1: 0.085 Sds: 0.312 Sd 1: 0.136 SITE CLASS: "D" SEISMIC DESIGN CATEGORY (SDC): "C" BASIC SEISMIC FORCE RESISTING SYSTEM: VARIES RESPONSE MODIFICATION COEFFICIENT (R): VARIES RESPONSE MODIFICATION COEFFICIENT (Cs): VARIES DESIGN BASE SHEAR: VARIES ANALYSIS: EQUIVALENT LATERAL FORCE PROCEDURE TENSION DEVELOPMENT AND LAP SPLICE LENGTHS F'c= 4000psi BAR SIZE CONCRETE OVER, (�n') TOP BARS (IN) OTHER BARS (IN) BAR SIZE ONCRET OVER, (�c`) TOP BARS (IN) OTHER BARS (IN) CLASS B CLASS B CLASS B CLASS B #3 0.75 12 16 12 16 #7 0.75 60 78 46 60 1.00 12 16 12 16 1.00 50 65 38 50 1.50 12 16 12 16 1.50 37 48 28 37 2.00 12 16 12 16 2.00 33 43 25 33 2.50 12 16 12 16 2.50 33 43 25 32 #4 0.75 19 24 15 20 #8 0.75 74 96 57 74 1.00 15 20 12 16 1.00 62 80 48 62 1.50 15 20 12 16 1.50 47 61 36 47 2.00 15 20 12 16 2.00 37 48 29 38 2.50 15 20 12 16 2.50 37 48 29 38 #5 0.75 28 36 21 28 #9 0.75 90 117 69 90 1.00 22 29 17 22 1.00 76 99 58 76 1.50 19 25 15 20 1.50 57 74 44 57 2.00 19 25 15 20 2.00 46 60 36 47 2.50 19 25 15 20 2.50 42 54 32 42 #6 0.75 37 48 29 38 #10 0.75 108 140 83 108 1.00 31 40 24 31 1.00 92 120 70 92 1.50 22 29 17 22 1.50 70 91 54 70 2.00 22 29 17 22 2.00 57 74 44 57 2.50 22 29 17 22 2.50 48 62 37 48 NOTES: 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL- WEIGHT CONCRETE. 2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI318 -02, SECTIONS 12.2.3 AND 12.15 RESPECTIVELY. 3. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A = 1.OLd AND CLASS B = 1.3Ld (ACI 318 --02, SECTION 12.15.1). 4. CENTER -TO- CENTER SPACING OF BARS IS ASSUMED TO BE GREATER THAN TWICE THE CONCRETE COVER PLUS ONE BAR DIAMETER, SO THAT THE VALUE OF "c" IS GOVERNED BY CONCRETE COVER RATHER THAN BY BAR SPACING.. 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE COVER CAST BELOW THE BARS. 6. FOR LIGHTWEIGHT CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3. CL 0) �n N Qa D d' LLI a U) o.. r- rM 00 0 NNI r r I w 0 3 a w W- 00 M i co ua 0 IL ul v i 1 S -3 ti�T� IT IS A VIOLATION OF LAW FOR ANY PERSON, t, 'Sr UNLESS ACTING UNDER TIME DIRECTION OF A a v LICENSED ENGINEER, TO ALTER THIS DOCUMENT. Ar 0 ROBERT BRODOWSIrl Lic. N9, 04 973 IN CHARGE OF RFB ADESIGNED BY BRC CHECKED F 51klv�oll'� DRAWN BY RAE FOUNDATION & SLAB PLAN SCALE: 1/2" = 1'-O" PLAN NOTES: 1. COORDINATE WALL OPENING FOR TANK WITH MECHANICAL DRAWINGS, AND TANK SUPPLIED. 2. TOP OF FOUNDATION WALL ELEV.= 648.50' U.O.N, 3. WALL FOOTING (WF -r1) SHALL BE 2'- -O "x1' -0° W/ (3) -- #5 CONT. THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DE NINE THE ACTUAL. SCALE OF THIS DRAWING. 3 H.P. 648.50' '•) qC. SLAB T /FN D EL. 646.00' (TYP.) w _ Lo BP -1 1" 00 x __ y 3" 2 S -3 15' --4" t. LEGEND •DIAGONAL BRACING (WD) SHALL BE 362S162 -68 CFMF CONNECTED TO TRUSS WEB W/ (3) 1/4-14 TEK SCREWS AT EACH TRUSS MEMBER. - BOTTOM CHORD DIAGONAL BRACING (BCDB) SHALL BE 362S162 -68 CFMF CONNECT TO EACH TRUSS BOTTOM CHORD W/ (2) 1/4-14 TEK SCREWS PER TRUSS. - CONTINUOUS HEEL BRACING (CHB) SHALL BE CS16 16 GAL. X 1 1" CONTINUOUS STRAPPING AS MANUFACTURED BY SIMPSON STRONG --TIE. ATTACH TO EACH TRUSS W/ (2) #12 TEK SCREWS. PLACE STRAPPING UNDER ROOF SHEATHING. - HEEL BLOCKING (HE3) SHALL BE 12 GA. BENT PLATE EXTENDING FROM TRUSS TO TRUSS. ATTACH PLATE TO EXISTING ROOF DECK /TRUSS BLOCKING W/ X12 TRUEGRIP SCREW W/ 3/4" EMBEDMENT 0 8" 0 /C. CLIP BLOCKING PLATE TO EACH TRUSS. ATTACH ROOF DECK TO BLOCKING PLATE W/ DESIGNATED ROOF SHEATHING FASTENERS 0 12" Q.C. - BOTTOM CHORD BRACING (BCB) SHALL BE 362S162 -68 CFMF CONNECT EACH TRUSS BRACE TO TRUSS BOTTOM CHORD W/ (2) 1/4 -14 TEK SCREWS PER TRUSS. ROOF FRAMING PLAN SCALE: 1/2" = 1' -0" 1" w _ N a Lo �i2 GA BENT PL. CONT. 4 __12 PLAN NOTES: 1. PERMANENT TRUSS BRACING IS REQUIRED FOR STABILITY OF THE STRUCTURAL ROOF SYSTEM. REMOVAL OR ALTERATION OF BRACING MEMBERS SHALL NOT BE ALLOWED. 2. COORDINATE QUANTITY AND LOCATION OF PERMANENT WEB BRACING & WEB DIAGONAL BRACING W/ TRUSS DESIGNS. U.O.N. BY TRUSS DESIGNER, AS A MINIMUM, PROVIDE THE NUMBER OF ROWS OF BRACING INDICATED ON PLAN, LOCATED AT CENTER POINT OF COMPRESSION WEBS. 3. TEMPORARY CONSTRUCTION BRACING SHALL BE PROVIDED BY THE ROOF TRUSS ERECTOR AS FOLLOWS: A. TOP CHORD LATERAL BRACE: 362S 162 -68 AT 6' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4"/14 TEK SCREW PER TRUSS. PROVIDE 1 AT EACH WALL & 1 AT EACH SIDE OF T.C. BREAK. B. TOP CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (4)- 1/4 " -14 TEK SCREWS PER TRUSS. * DO NOT SPLICE DIAGONAL MEMBERS * C. BOTTOM CHORD LATERAL BRACE; 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)-- 1/4 "/14 TEK SCREWS PER TRUSS. D. BOTTOM CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)-1/4-/14 TEK SCREWS PER TRUSS. * DO NOT SPLICE DIAGONAL MEMBERS * 4. SPLICES IN HORIZONTAL LATERAL BRACES SHALL EXTEND OVER TWO TRUSS MINIMUM. 5. TEMPORARY BRACING MAYBE BE USED AS PERMANENT BRACING WHERE MEMBER SIZE, SPACING LOCATION AND ATTACHMENT MEETS OR EXCEEDS REQUIREMENTS OF PERMANENT BRACING. 6. SP-1 SHALL BE F_ 7" x 3/4" x 0'--7" W/ (2)-1/2" HEADED STUDS. (TYP.) 7. METAL ROOF DECK SHALL BE GALVANIZED 1 1/2- TYPE B, 20 GA. DECK. DECK TO BE ATTACHED TO SUPPORTS WITH #10 TEK SCREWS USING 36/7 PATTERNS. FASTEN SIDE LAPS WITH #10 TEK SCREWS, 4 PER SPAN. #5024" VERT. 4 SPACES AT 3' -9 1/2" = 15' -2" B -1 NP. 2L-- L3.5x3.5x5 16 JL 8" CMU I SEE NOTE 6 I I I WALL (TYP.) I Vi i ZT//UNTEL! EL. 659.83' Q�'O WD I 49 I 8CB BCB I I �GpO WD I I I LT. GAGE METAL ROOF TRUSS (TYP.) #5@24" VERT. \_T/WALL EL. 659.83' LEGEND •DIAGONAL BRACING (WD) SHALL BE 362S162 -68 CFMF CONNECTED TO TRUSS WEB W/ (3) 1/4-14 TEK SCREWS AT EACH TRUSS MEMBER. - BOTTOM CHORD DIAGONAL BRACING (BCDB) SHALL BE 362S162 -68 CFMF CONNECT TO EACH TRUSS BOTTOM CHORD W/ (2) 1/4-14 TEK SCREWS PER TRUSS. - CONTINUOUS HEEL BRACING (CHB) SHALL BE CS16 16 GAL. X 1 1" CONTINUOUS STRAPPING AS MANUFACTURED BY SIMPSON STRONG --TIE. ATTACH TO EACH TRUSS W/ (2) #12 TEK SCREWS. PLACE STRAPPING UNDER ROOF SHEATHING. - HEEL BLOCKING (HE3) SHALL BE 12 GA. BENT PLATE EXTENDING FROM TRUSS TO TRUSS. ATTACH PLATE TO EXISTING ROOF DECK /TRUSS BLOCKING W/ X12 TRUEGRIP SCREW W/ 3/4" EMBEDMENT 0 8" 0 /C. CLIP BLOCKING PLATE TO EACH TRUSS. ATTACH ROOF DECK TO BLOCKING PLATE W/ DESIGNATED ROOF SHEATHING FASTENERS 0 12" Q.C. - BOTTOM CHORD BRACING (BCB) SHALL BE 362S162 -68 CFMF CONNECT EACH TRUSS BRACE TO TRUSS BOTTOM CHORD W/ (2) 1/4 -14 TEK SCREWS PER TRUSS. ROOF FRAMING PLAN SCALE: 1/2" = 1' -0" 1" w _ N a Lo �i2 GA BENT PL. CONT. 4 __12 PLAN NOTES: 1. PERMANENT TRUSS BRACING IS REQUIRED FOR STABILITY OF THE STRUCTURAL ROOF SYSTEM. REMOVAL OR ALTERATION OF BRACING MEMBERS SHALL NOT BE ALLOWED. 2. COORDINATE QUANTITY AND LOCATION OF PERMANENT WEB BRACING & WEB DIAGONAL BRACING W/ TRUSS DESIGNS. U.O.N. BY TRUSS DESIGNER, AS A MINIMUM, PROVIDE THE NUMBER OF ROWS OF BRACING INDICATED ON PLAN, LOCATED AT CENTER POINT OF COMPRESSION WEBS. 3. TEMPORARY CONSTRUCTION BRACING SHALL BE PROVIDED BY THE ROOF TRUSS ERECTOR AS FOLLOWS: A. TOP CHORD LATERAL BRACE: 362S 162 -68 AT 6' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)- 1/4"/14 TEK SCREW PER TRUSS. PROVIDE 1 AT EACH WALL & 1 AT EACH SIDE OF T.C. BREAK. B. TOP CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (4)- 1/4 " -14 TEK SCREWS PER TRUSS. * DO NOT SPLICE DIAGONAL MEMBERS * C. BOTTOM CHORD LATERAL BRACE; 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)-- 1/4 "/14 TEK SCREWS PER TRUSS. D. BOTTOM CHORD DIAGONAL BRACE: 362S 162 -68 AT 10' -0" O.C. MAX. CONNECT TO TRUSS W/ (2)-1/4-/14 TEK SCREWS PER TRUSS. * DO NOT SPLICE DIAGONAL MEMBERS * 4. SPLICES IN HORIZONTAL LATERAL BRACES SHALL EXTEND OVER TWO TRUSS MINIMUM. 5. TEMPORARY BRACING MAYBE BE USED AS PERMANENT BRACING WHERE MEMBER SIZE, SPACING LOCATION AND ATTACHMENT MEETS OR EXCEEDS REQUIREMENTS OF PERMANENT BRACING. 6. SP-1 SHALL BE F_ 7" x 3/4" x 0'--7" W/ (2)-1/2" HEADED STUDS. (TYP.) 7. METAL ROOF DECK SHALL BE GALVANIZED 1 1/2- TYPE B, 20 GA. DECK. DECK TO BE ATTACHED TO SUPPORTS WITH #10 TEK SCREWS USING 36/7 PATTERNS. FASTEN SIDE LAPS WITH #10 TEK SCREWS, 4 PER SPAN. IZ Do aR 0 r Q I!) IT IS A MOLATION OF LAW FOR ANY PERSON, IUNLESS ACTING UNDER THE DIRECTION OF A • ab LICENSED ENGINEER, TO ALTER THIS DOCUMENT. tic. No. 37485 IN CHARGE OF REB DESIGNED BY CDJ CHECKED BY JWK =T THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. 1 0 1 2 3 4 5 1/2"=l'—O" 1/2 tj=i I-C) NO. I DATE 9=12 GENERATOR INLET MANUAL TRANSFER SWITCH PANELBOARD PP -1 ELECTRIC UTILITY METER ELECTRICAL SERVICE MAIN CIRCUIT BREAKER GROUND ROD IN TEST WELL SODIUM HYPOCHLORITE FEED PUMP CORROSION INHIBTOR FEED PUMP — PORTABLE GENERATOR 1 n NOT IN CONTRACT 2 ELECTRIC UTILITY SERVICE 240/120V 30 4W 60HZ SERVICE CONDUCTORS ELECTRIC UTILITY REVENUE METER 200/225 °} ELECTRICAL SERVICE ° MAIN CIRCUIT BREAKER 90 200 AMP 3 POLE + SOLID NEUTRAL MANUAL TRANSFER SWITCH PANELBOARD PP -1 e 3 ) 13KW W W J C3 �U �U 0Q W Lli Ld � a Q a- � O D =w o =w 0 2 Z of W � of W Z IL O p 0a- � 0 0 M0- :3 [L C) WALLPAK N0. 2 0 :D of o o ,J I-_ MOTION SENSOR NO. 2 D w o w °� o w Lu < o 0 LL Q cn Lt_ W _ - tBICNBBERE INIT.' 20070aRRIEN & GERE, INC. 1 _ FOR DETAILED DESCRIPTION OF EQUIPMENT REFER. TO SPECIFICATIONS. 200 AMP 3 POLE 4 WIRE PLUS GROUND GENERATOR INLET. MATCH OWNER'S PORTABLE GENERATOR PLUG. PACKAGE AIR COMPRESSOR MOTOR STARTER FURNISHED WITH COMPRESSOR. Q STUB -UP REINFORCING STEEL USED FOR GROUNDING ELECTRODE 12" AFF. 0 LIGHT FIXTURE IS FOR MAINTENANCE PURPOSES ONLY. MOTION SENSOR LIMITS ILLUMINATION TIME TO 15 MINUTES. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ONE —LINE DIAGRAM NOT TO SCALE ELECTRICAL PLAN & ONE --LINE DIAGRAM 8643.41381 -E001 DATE APRIL 11, 2008 E -2 Fp ` FO FO WFI_L 12" ALL PARTIALLY BUR INV- 630.95'— FENCE FO FO Fp / PROPOSED /GATE 635 S 89 049' 8" _E/ LIMITS OF TREE CLEARING- (7) S -_l 11 _ 6 A-o . _xk T -1 _ Y --- �J - - -- - ��� — - - - -- - - -- ----------- - - - - -- 6- 0X: LIMITS -ID-PROPER - qC UIST N BY RWSA bo(j� = 657.71 ` SPIKE IN OAKEY, DANIEL L & ANGELA L OB 2286, PC 489 OB 613, PC 167 (PLAT) TM: 87, PARCEL 25C Ic k k k — R O ' FO ! � xY` x .� k � x' 44 4 °tip QTY - -- - - - -- - - - - - -- COMMON NAME CALIPER /HT. COMMENTS - - -- - - - - -- -- - - - - -- ----------------------------- 8 MONAC AN TRAIL RiS I) - - - - - (U.S. OUTS 29 -- — -- - - - -------- ------ EASTERN RED CEDAR 5' -6' 10' O.C. T -3 13 THUJA OCCIDENTALS NIGRA DARK AMERICAN ARBORVITAE i ro - F0 33 FO S -1 12 ILEX GLABRA INKBERRY v� FO 6' O.C. SHRUBS 12 0 2 — -~ FO –= Fo _ Fp Fo — UK UK F0 FA Fo FO -o - - -- - o ♦ - -�__ S 83 °07'09„ — E ♦ --__2C)1.60 , V�DOT N. - - -_� RO SED EDGE ` s F GRAVEL O `♦ /+ L. 643.9'0 `♦ PRO OSED 4 DI ♦ 'y ♦ WAT MAIN ♦ O BAC ♦ 75' SET ♦LIMIT OF TREE O x RING (4 Pf40POSE PUMPING _ --J�IVA �I -iaL� INA`T ♦E R cgC f STATION HOUSE SEWER AU ORITY, ' EL. 648. I` P —_87 - 2 5) C x LOT W PROPOSED -5-9–ACRES K x HYDROPNEUMATIC ZONED R _TAN K � P, 3 6 9 K K PROPOSED 4" WE � DISCHARGE LINE ft K - ROPOSED 8' CHAIN K LINK FENCE--(BLACK K NYL COATED) I � _ - � 655-- x K SITE PLAN LAYOUT & LANDSCAPE PLAN SCALE 1"=20' ,ALTH op IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A O 1.0p LICENSED ENGINEER, TO ALTER THIS DOCUMENT. ROBERT E. BELL, JR. r� Lic. No. 0372993 IN CHARGE OF REB 06 L��%i- � DESIGNED BY SDS CHECKED BY REB s�ONAL E� DRAWN BY IH t 1 M k RED WELL #5 THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TILE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. 20 0 20 40 1 " =20' X -s; ♦ 0 0-) U oy� � o-S ♦ o ` ` o ` �D �, Q �g' , °�S,o APPRO LIMITS PROP TY — ACQIfi(SITION RW Q ` EL O O ♦ -- - -- N 89'24'51" W 60283' -- � -� -- _ == MRIEN 6 GERE NO. DATE REVISION INIT. 2007 © O'BRIEN a GERE, INC. COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST TO BE PLACED ON LANDSCAPE PLANS (HANDBOOK, PP 111-284-1 11-297 FOR COMPLETE SPECIFICATIONS 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREES TO BE SAVED); LOCATION AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE - CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIP LINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES. FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIP LINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIP LINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIP LINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP LINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS_ 12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. ANY LEYLAND CYPRESS ALONG THE SOUTHERN BOUNDARY OF ROUTE 29 DAMAGED DURING PIPELINE INSTALLATION SHALL BE REPLACED. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE DATE CONTRACT PURCHASER SIGNATURE DATE PLANT KEY QTY BOTANICAL NAME COMMON NAME CALIPER /HT. COMMENTS T -1 8 XCUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5' -6' T -2 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 5' -6' 10' O.C. T -3 13 THUJA OCCIDENTALS NIGRA DARK AMERICAN ARBORVITAE 5' -6' 10' O.C. TREES 33 S -1 12 ILEX GLABRA INKBERRY 5' 6' O.C. SHRUBS 12 ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM CIVIL SITE PLAN LAYOUT & LANDSCAPE PLAN FILE NO. 6643.41381 -L001 I DATE `� 1 MAY 9, 2008 Q M �i 00 O d- d U) 0 D N O O U 4! U) C9 N (L a Z J` ! o w o: r V�NLTII op fT IS A VIOLATION OF LAW FOR ANY PERSON. Q� UNLESS ACTING UNDER THE DIRECTION OF A 0 LICENSED ENGINEER, TO ALTER THIS DOCUMENT d v ROBERT E. BELL, JR. Lic. No. 037293 IN CHARGE OF REB �w� DESIGNED BY GFR CHECKED BY REB 1 � 0NAL $Ik� DRAWN BY YLM a l THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE S'T'ATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETEl MNE THE ACTUAL SCALE OF THIS DRAWING. ALBEMARLE COUNTY SERVICE AUTHORITY CML FIB NO, 6643.41381 —000' 150 0 150 300 -_= MRIENGGERE RED HILL WATER SYSTEM 1 "-150' KEY MAP APRIL 11, 20 NO. DATE REVISION INIT. 2007 Q oBRIEN & GERE, INC. (!B C -2 a r� 00 0 0 ro w d v7 c 3 c c c s l� u c c 'u a i c s �i 00 O W Irr 3 v 0 W w i U) 3 0 U) U 0 0 U w 0 a. w Q 0 w r- d- co ED 0 z O 0 0 W U w 0 0 i- —ASPHALT IMPREGNATED FIBER BOARD 1/4"X12" JOINT — PROTECTION BELOW GRADE x ul OUTSIDE FACE r o TYPE THREE JOINT SEAL. Ra CUT ALT. HORIZ. REINF. E.F. a INSIDE FACE CONTRACTION JOINT DETAIL AT NON- LIQUID RETAINING STRUCTURE WALL NOT TO SCALE DETAIL NQDa 1. MAXIMUM SPACING BETWEEN JOINTS, 25 FEET O.C. 2. DETAILING OF CONCRETE REINFORCING SHALL NOT BEGIN UNTIL THE CONTRACTOR PROVIDES THE FABRICATOR WITH A FINALIZED JOINT LAYOUT THAT HAS BEEN REVIEWED BY THE ENGINEER. 3. STAGGER WALL AND SLAB /FOOTING CONSTRUCTION JOINTS 4' -0" MINIMUM. 3/4" CHAMFER AT EXPOSED CORNERS PLACE VERTICAL BARS AT BENDS MID ) CORNER BAR CONTRACTION JOINT (TYP.) SCHEMATIC HORIZONTAL MONOLITHIC INTERSECTION DOWEL d � z M m� cd r- d- CV BUILDING WALL JOINT & REINF, DETAIL NOT' TO SCALE DETAIL NOTES: 1. CORNER, INTERSECTION, AND END WALL REINFORCING SHALL BE SAME SIZE AND SPACING AS HORIZONTAL REINFORCING U.O.N. WHERE REINFORCING IS NOT THE SAME IN EACH WALL. THE HEAVIER REINFORCING SHALL EXTEND AROUND THE CORNER. 2. LAP SPLICE CLASS "B" TOP BAR LAP SPLICE. 3. STAGGER WALL AND FOOTING CONSTRUCTION JOINTS 4' -0" MINIMUM. #5 012" 1 THE MAXIMUM DISTANCE BETWEEN WALL JOINTS SHALL NOT EXCEED T 25' IN LENGTH. �`T. IT IS A VIOLATION OF LAW FOR ANY PERSON, 0� UNLESS ACTING UNDER THE DIRECTION OF A � a. LICENSED ENGINEER, TO ALTER THIS DOCUMENT. O ROBERT I3RODOWSKI *� Lic. No. 04?i 73 IN CHARGE OF BRC 'r � v7, �• DESIGNED BY BRC CHECKED I DRAWN BY RAE THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE 7111,E BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TIRE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. APPLY CURING COMPOUND TO SLAB EDGE IMMEDIATELY AFTER FORM IS REMOVED DOWEL FIRST POUR LUBRICATE THIS END OF DOWEL a N X R 1 L X R M \ x A L/2 L /2t ' SECOND POUR TOTAL DOWEL LENGTH "L" SLAB —ON —GRADE CONSTRUCTION JOINT DOWEL SCHEDULE SLAB DOWEL DIA TOT. DOWEL DOWEL DEPTH "X" (IN.) LENGTH (IN.) SPACING (IN.) (L) CENTER TO CENTER (IN.) 5 -6 3/4 16 12 7 -8 1 18 12 9 -19 F_ —I 1 1/4 - __ - 18 I 12 SLAB -ON -GRADE CONSTRUCTION JOINT DETAIL NOT TO SCALE SECTION 1 SCALE: 3/4" - 1' -0° S -2 F9 SECTION r2 "sN SCALE: 1 " = 1' -D" �-2 m a co d- IY 4 3 c Q I a r r c r C. T/n L c t i t c t I I 1 M AIR SPACE BEVELED 2x6 PT WOOD BLOCKING ALUM. DRIP EDGE OD 1 x9 HARDI - PLANK FASCIA CONT. BENT PL SEE SRTUCT. --� DWG'S. < VENTED VINYL SOFFIT 0, O ROI3ERT I3RODOWSKT Lic. N . 0 2973 O .411/1 �1 O30 YR. ARCHITECTURAL ASPHALT SHINGLES --� ICE & WATER SHIELD 40 MIL. 30# FELT ROOF TRUSS SEALANT --J �C HARDI PLANK SIDING --� TYVEK 1/2- PLYWOOD SHEATING r �! f� TT INSULATION 2x8 PT WOOD �: BLOCKING SILL SEALANT 8" CMU BOND BEAM HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE �— VAPOR BARRIER 8" CMU 1 -1/2" RIGID WALL INSULATION (R =7.5) W/ 1 -1/2" 'Z' FURRING ® 24" OC DETAIL rA SCALE: 1-1/2"=l'=-7 � �-2 DETAIL C SCALE: 1 -1 /2 �-2 IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT 'THE SCALE INDICATED IN THE TIRE BLOCK. UNLESS ACTING TINDER THE DIRECTION OF A INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS LICENS® ENGINEER, TO ALTER THIS DOCUMENT. ARE REI)RODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TTRE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. OA 30 YR. ARCHITECTURAL ASPHALT SHINGLES ­,, ICE & WATER SHIELD 40 MIL. 30# FELT ROOF TRUSS FL EL. 648' -6" 2" AIN a F, b- -a mmop RNWA D ETAI L e SCALE: 1-1/2"–l'-0 �-2 SEALANT ALONG EDGE OF SHINGLES ALUM. DRIP EDGE 1x6 HARDI - PLANK FASCIA SEALANT — .O HARDI PLANK SIDING --- CRETE SLAB AND FOUNDATION. STRUCTURAL DRAWINGS. 2' RIGID INSULATION 2' 1 --1/2" RIGID WALL INSULATION (R =7.5) W1 1-1/2 " 'Z' FURRING 0 24" OC TYVEK 1/2- PLYWOOD SHEATHING VAPOR BARRIER DETAIL D SCALE: 1- 1/2 " =1' -0" A -2 HORIZONTAL JOINT VAPOR BARRIER REINFORCEMENT EVERY OTHER GENERAL NgTE: COURSE I HARDI PLANK SIDING < 1. ALL NAILS AND SCREW TYPE FASTENERS S" CMU I 1 2" RIGID WALL INSULATION (R =7.5) SECURED TO PRESSURE TREATED WOOD –1 / SHALL BE DOUBLE DIPPED GALVANIZED OR FLASHING W% 1 -1/2" 'Z' FURRING 0 24" OC STAINLESS STEEL. SHINGLE VENT A� 4" CMU I TYVEK AIR SPACE (TYP•) /SEALANT STEEL LINTEL. / FLASHING 3,5" CROSS VENT INSULATED SEE STRUCT. f PANEL (R =12.1) W/ 1" AIR DWG'S. PT WOOD BLOCKING SPACE ' 1x4 HARDI PLANK TRIM 1 -1/2" METAL DECK 1x4 HARDI PLANK TRIM OC 2x6 PT WOOD BLOCKING 30 YR. ARCHITECTURAL ASPHALT SHINGLES O 3.5" CROSS VENT INSULATED PANEL (R =12.1) W/ 1" AIR SPACE 1 -1/2" METAL DECK INFILL DECK FLUTES WITH BAIT. INSUL 1-1/2" C CHANNEL, 25 GA. FASTEN TO METAL DECK 0 12" OC ROOF TRUSS TOP OF CMU EL fi59` - -1 Q� -2x8 PT WOOD BLOCKING -SILL SEALANT •8" CMU BOND BEAM -HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE SEALANT, TYP. -N-- SEALAN3 HM FRAME DOOR HEAD DETAIL H-1 SCALE: 1 1/2"=V-0" ` -0" A -2 1--1 /2" RIGID WALL INSULATION (R =7.5) W/ 1 -1/2" 'Z' FURRING 0 24" OC TYVEK 1/2- PLYWOOD SHEATHING 8" CMU VAPOR BARRIER HARDI PLANK SIDING O 1 SEALANT . PT WOOD BLOCKING N 1x4 HARDI PLANK TRIM O 1x4 HARDI PLANK TRIM O SEALANT SEALANT HM FRAME WITH (3) PT TREATED WD. SHIM JAMB ANCHORS GROUT SOLID, TYP. DOOR JAMB DETAIL SCALE: 1 1/2"=V-0" A -2 HRESHOLD N. FL.. EL. 648' -6" � ET THRESHOLD J FULL BED OF EALANT DOOR SILL DETAIL s -1 SCALE: 1 1/2"=l'–O" A -2 ROOM FINISH SCHEDULE LOCATION FLOOR WALLS CEILING NORTH EAST SOUTH WEST ROOM NAME MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HGT. PUMP ROOM CONC. PT CMU PT CMU PT CMU PT CMU PT EXP. CONST. PT – n00R SCHEDULE REMARKS PAINT HM DOOR AND FRAME SEE SCHED. J 0 W U N w (OL D1 DOOR TYPE NOT TO SCALE z t 1 SEE 0' -2" SCHED. �. (TY'•) ar �.I v w x U In W W V) F1 FRAME TYPE NOT TO SCALE r w Q rn , J Y �r I 1 `I 1 Z oa ol 1 I 4 I n k Oi Oj 461 2529 1 , i l I i 2528 1 1 4 I 4 i 4 , i t` 4 yA0) RS GAP Rom �R� I 4 l l it 4 I , I ll 4 , , 2558 PROPOSED 4" DIP WATER MAIN (BY ACSA -NOT IN CONTRACT) Y I i l I i 1 4 � 4 i 4 I 4 1 � 4 , 2574 I , I 1 � I l l l 4 s r P LoncZfrn 4" DIP WATER KAMM (BY ACSA --NOT IN CONTRACT) r r i l I r f, I r , 1 r I rr MgTCN �LltM I t 1 THiS SH jjj�,LTH pF IT i5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LIC£1?1SED IaIGIN®t, TO ALTER THIS DOCUM ENT. U ROBERT E. BELT., JR. � Lic. Na. 037293 IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB ��ssZDNAL ���N � YLM ...... DRAWN BY THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TTTLE BiACK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY t,IFIWS. USE THE GRAPHIC SCALE BAR IN T#iE TITLE BLOCK TO DETERM INE THE ACTUAL SCALE OF THIS DRAWING. 50 0 50 100 1 '" =rJO' TOPOGRAPHY. _SURVEY: FROM DEPARTMENT OF COMMUNITY DEVELOPMENT -GDS {YEAR 2000} MR1EN G ®ERE N0. DATE REVISION INIT. 2007 ©a'BRIEN & GERE, INC. PROPOSED 4 " -90` H. BEND (8Y-ACSA�OT IN CONTRACT) ~PROF DSE��4'° DIP WATER MAIN (BY ACSA -NOT FN_CONTRACT) EX. 1" ECECTRIq,�L CONDUIT 3 X10 --3/4" CONDIJff - PROPOSED 4 "4" (BY ACSA -NOT IN PER RED HILL ELEMETARY _ SCHOOL PLANS ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM RED HILL ELEMENTARY SCHOOL 3589 UNKNOWN UTILITY SENT OVERLAY \ 4T 12') PER 5 C -8 N. }�: CONTRACTOR SHALL EMOVE AND DISPOSE OF EXISTING HYDROPNEUMATIC T ADJACENT TO EX. WELL HOU4. {IN CONTRACT} PROPOSED 4 " -45' H. END (BY ACSA -NOT IN CON CT) PROPOSED 4 "-45' H. BEN (BY ACSA -NOT IN CONTRAC � PROPOSED 4" DIP WATER M N (BY ACSA -NOT IN CONTRAC REPU4CE_CURB & GU IN KIND (APPROX.- LF IN CONTRACT) CONTRACTOR T REMO 4" PLUG AN CONNECT 0 EX. SYSTEM (I CONTRACT) PROPO D 4" DIP WAT MAIN {IN CONTRACT) EX. WELL HOUSE AND i HY ROPNEUMATIC TANK TO BE EN OUT OF SERVICE ND T K TO BE DISPOSED. BLOCK EXI NG WALL TO MATCH I EX. MA RIAL. (IN CONTRACT) I P OPOS D 4" DIP WATER MAIN,' "X2" R DUCER, & " WA R METER (IN CONTRACT I ROPOS D 3 "X2" REDUCER & � 2" -22.5 H. BEND (IN CONTRACT Co ECT T EX. 3" WATER MAIN � (BY CSA- OT IN CONTRACT) EX. 3 4 -1 " EX. 3" ATER CNIL RED HALL SCHOOL ROAD RT 76 0) & TAYLOR GAP ROAD (R ?' 1 O) WATER MAIN PLAN NDUIT FILE N0. 6643.41381 -COO, DATE APRIL 91, 200 8 C -3 to co i 3 a 0 U w ca 0 CL r Cl ce- w i oo co M i a d co 0 w -", 0 i ~ FO FO � ~'� �^ FO FO �1 1 ,�- — 740 s 4"X4" TEE �&((2) 4" G.V{BY ACSA- ONTRACT) PROPOSED 4" DIP WATER MAIN (BY ACSA --NOT IN CO NTRACT) -� FO FO FO Fn �� ro DPOSED_47 _ 45' H. BEND ---� 1 ACSA --NOT I CONTRACT -, PROPOSED 4 .5' H. BEND (BY ACSA -NOT IN C y JU zi Y� l � � Y 670 — - Lij 1 t,v J 3017 4� 4p 1 1 I 4 IL w. ti4 O 0 1 A v � 1 I 660 710 Ofi SlGHT DISTANCE FROM DEPARTM ff IS A VIOLATION OF LAW FOR ANY PERSON. j, UNLESS ACTING UNDER THE DIRECTION OF A O �Y WE14SED ENGINEER, TO ALTER THIS DOCUMENT. ROBERT E BELL, JR. Uc. No. 037293 IN CHARGE OF REB �pp�rA� DESIGNED BY GFR CHECKED BY REB �SSrONAL 0 DRAWN BY YLM 7,30 EX. EMBARQ FIBEROPTIC LINE �. EX. MCI FIBEROPTIC LINE PROPOSED 4" DIP WATER MAIN (BY ACSA —NOT IK CONTRACT) 2513 v tip, 'TC� C_3 SEE / r X20 730 - - �4 S k PROPOSED . 4" DIP (Y ACSA -NOT IN MONACAN TRAIL ROgp � 700 29) - _ .. ti � r �o r 1 2891 '� I I r r r r r �O 2966 690 r i i I I Ii I I I I r r 2946 I - r Lu I r X00 1 i I r o� do 0 MONACAN L ROAD (U.S. ROUTE 9 640 55 MPH) PROPOSED 4" DIP WATER MAIN _ ~ - - 650 1 ~ EX. MCI FIBEROPTIC LINE _EX. GUARD"-IM _ s 76.58' TRQMNA BUILDING (BY ACSA -NOT IN CONTRACT) ` PROPOSED 4" G.V. 63p ACSA -NOT IN CONTRACT) CG- I ANCE ROAD PROFILE :D 4 \P LAIN \ \yA CT DIRECT ` BURIED ELECTRICAL 0 CONDUITS �o ELECTRIC/TELEPHONE lRISER POLE �um um uoc -- um we 'um -.—�5 a3•o7os1 £ 2o�.so• EX. GUARD RAIL IN PLACE) - - ` °� I urt W 680 tu z 1 r r 1 T.M. 87 PAR. 25C \ kilm �wly#A } \\ \ 75 w DANIEL L OR ANGELA L. OAKEY \ °yq \ \yA FROM- 6 D.B. 2286 P. 489 r x \ \ \ o SETBACK 6, 2O D.B. 1793 P. 202 D.B. 613 P. 167 (PLAT)58.17' FROM NW BUILDING CORNER �- - r W\ - �� ` ° \ `� 55.62' FROM SW BUILDING CORNER 25' SI PROPOSED PUMPING STO ' 0 5E \ °yam \ �o SETBAC OUTER DIMENS10iN� 13.3'X1 .3 0 \\ "�A h� aQ .°� s (REFER TO SHEET M-1) % \05; 1Py , . T.M. 7 P 25B \ \ \ APPALAC N PO R CO. o MVANNA ATEI� & \ Q� PROPOSED EXTERIOR BUILDING SEWER AU ORI* \y ` \ LAT Q.B. 404 P. 6, 539 ' ) CORNER 640 1a HYDROPNEUMATIC r ` TkP 87- C \A °tiq k N: 3875659.47 \ \ �• f 1 E: 1144567 D 2.750 'ACRES APPROX. LIMITS OF PROPER �� ZONED BRA ACQUISITION BY RWSA l PROPOSED WELL D.B.. 3515 P\. 369 DISCHARGE LINE • COMMUNITY DEVELOPMENT —GDS YEAR 2000 25' SIDE _ APPROX. LMITS OF PROPERTY ���P�� °�A \ \\ \ } SETBACK - -- -- -, ._- \ - -- ^� r EX. RED ACQUlSITI�N -TtWSW - -�.� _ - _. _ _ - _ _ - - - - HILL WELL #5 � \ THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. \ \ SETBACK INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS — — — — — — — — — — — — —N szas�: 602-83' ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE 57.43 OM 5W — MOCK TO Dill-MINE THE ACTUAL SCALE OF THIS DRAWING. B G CORNER \ \ ALBEMARLE COUNTY SERVICE AUTHORITY CML 50 0 50 100 �= �M �7G�E RED HILL HATER SYSTEM MONACAN TRAIL ROAD �RT 29) 1 " =5 °� _ -- WATER MAIN PLAN N0. DATE REVISION INIT. 2U07 ©O'BREEN & GERE, ENC. AN D SITE PLAN LAYOUT 670 FILE NO. 6643.41381 -CO04 DATE C — 4 APRIL 11, 200B a In 0 w In (D d 1` a 0 U t� c� 3 a J_ w ac M a Q I U C IT EL GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL_ GOVERN, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AND CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABI E SLOPE IS 2:1 (HORIZONTAL-VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP --RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-- 02 ---00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATIONS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVE WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE Willi SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL --TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURED REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY, 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYE GRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. IT IS A VIOLATION OF LAW FOR ANY PERSON, THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. N TH QF UNLESS ACTING UNDER THE DIRECTION OF A INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS 'O k LICENSED ENGINEER, TO ALTER THIS DOCUMENT. ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TTiT..E BLOCK TO DETERWNE THE XTUAL SCALE OF THIS DRAWING. o 4- V14--OS Q ROBERT I- Bar JR. IN CHARGE OF REB 0 NO c�rW ,��Y DESIGNED BY YLM CHECKED BY REB NOT TO SCALE SxONAL DRAWN BY YLM EROSION CONTROL._ NARRATIVE THIS PROJECT IS LOCATED OFF MONACAN TRAIL ROAD (ROUTE 29) IN THE SAMUEL MILLER DISTRICT OF ALBEMARLE COUNTY, VIRGINIA. THE PARCEL IS ZONED RA AND HAS A PARCEL ID OF 87 -2501. THE PARCEL WILL ACCOMMODATE A 204 SF STRUCTURE AND 10,000 GALLON HYDROPNEUMATIC TANK, ALONG WITH AN ACCESS ROAD LEADING TO THE PROPOSED BUILDING AND A SECURITY FENCE ENCLOSING THE PROPOSED STRUCTURE AND TANK. THE TOTAL PARCEL AREA IS 2.75 ACRES AND THE TOTAL ACREAGE OF LAND DISTURBANCE IS 0.43 ACRES. EXISTING SITE_-CONDIII05: THIS PARCEL IS CURRENTLY AN UNDEVELOPED LOT. THE LOT'S TERRAIN VARIES FROM 10% TO 20% SLOPES. IT IS HEAVILY VEGETATED ALONG THE VDOT RIGHT -OF -WAY FOR ABOUT 60 -100 FT INTO THE SITE. THE SITE DRAINS TOWARDS AN EXISTING DITCH ALONG ROUTE 29 AND IS EVENTUALLY PIPED UNDERNEATH ROUTE 29 TO THE MIDDLE BRANCH TRIBUTARY. ADJACENT AREAS: THE ADJACENT PARCELS SURROUNDING THE SITE ARE RESIDEINTIAL LOTS. THE CLOSEST HOME TO THE PROPOSED STRUCTURE IS APPROXIMATELY 900 FT. THE NEAREST INTERSECTION IS APPROXIMATE 1,900 FT (TAYLOR GAP ROAD) AND THE NEAREST UNNAMED TRIBUTARY IS APPROXIMATELY 35 FT NORTHWEST OF THE SITE, THE OUTFAL..L OF THE TRIBUTARY WILL BE CLEANED AS REQUESTED BY COUNTY OFFICIALS. DIVERSION DIKES AND SILT FENCING WILL BE USED TO PREVENT SEDIMENT FROM REACHING THE STREAM. QFF -SITE AREAS: THERE WILL BE NO OFF -SITE LAND DISTURBANCE. SOILS: CULLEN LOAM SOIL (19C) IS THE ONLY SOIL TYPE PRESENT WITHIN THE ENTIRE SITE. THIS SOIL CLASSIFICATION IS DESCRIBED AS DEEP, STRONGLY SLOPING, AND WELL DRAINED. TYPICALLY, THE SURFACE LAYER OF THIS SOIL IS REDDISH BROWN LOAM ABOUT 8- INCHES THICK. THE SUBSOIL IS MOSTLY RED OR DARK RED CLAY LOAM ABOUT 52-- INCHES THICK. THE SUBSTRATUM TO A DEPTH OF 67- INCHES IS MOSTLY RED, YELLOWISH RED, AND YELLOWISH BROWN LOAM. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. THIS SOIL HAS GOOD TILTH. THE SUBSOIL HAS MODERATE SHRINK -SWELL POTENTIAL. THE ORGANIC MATTER CONTENT IS LOW TO MODERATE, AND THE NATURAL FERTILITY IS MEDIUM. THIS SOIL IS COMMONLY MEDIUM ACID TO STRONGLY ACID THROUGHOUT, BUT REACTION IN THE SURFACE LAYER IS VARIABLE BECAUSE OF LOCAL LIMING, BEDROCK IS GENERALLY AT A DEPTH OF MORE THAIN 5 FEET. CRITICAL AREAS: THERE ARE NO CRITICAL AREAS WITHIN THIS SITE. A SERIES OF EROSION AND SEDIMENT CONTROL MEASURES SHALL BE UTILIZED TO PREVENT EROSION PROBLEMS. DIVERSION DIKES SHALL BE USED TO DIVERT RUNOFF AND TO CHANNELIZE THE STORMWATER TOWARDS THE SILT Ff7NCE. SILT FENCE WILL BE INSTALLED TO DECREASE THE VELOCITY OF SHEET FLOW AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM LEAVING THE SITE. SILT FENCE OUTLET PROTECTION WILL BE PLACED IN THE LOWEST PARTS WHERE THE SILT FENCE IS LOCATED TO ALLOW RUNOFF OF TO DISCHARGE IMMEDIATELY IN THE EVENT OF A HEAVY RAINFALL. TREE PROTECTION IS INSTALL TO ENSURE THE SURVIVAL OF DESIRABLE TREES TO REMAIN ON SITE AND SERVE AS A BUFFER FROM ADJACENT PROPERTIES AND ROUTE 29. DUST CONTROL SHALL BE PROVIDED ACCORDINGLY TO REDUCE SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBANCE. FINALLY, TEMPORARY STABILIZATION SHALL. BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAIL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT HADIUZATION PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR. METHODS OF PERIMANENT SOIL STABILIZATION SHALL COMPLY WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND AS DIRECTED BY COUNTY OFFICIALS. THERE WILL BE NO INCREASE IN PEAK RUNOFF RATES. CALCULATIONS: NO CALCULATIONS ARE REQUIRED FOR THIS EROSION AND SEDIMENT CONTROL PLAN. r r ❑r I I I i 1 ! 1 i I I I 11 rf 19C 19B _ 43 - 4D -- 4 B - - 9 19C , r r 17 _ 88 � ❑ 4 - -- 19Dt II EXISTING SOIL BOUNDARIES SCALE: 1 * =500' OR- RIEN 6 ®ERE NO. DATE REVISION INIT. 2007 0 4YBRIEN & GERE, INC. STONE' .•3 T ON CONSTRUCTION V, CTIOd Y El: ]f .TRA Y C Y 7tT' NIN, - Ek['STrtrG P,�v€r�nr A 3' FILICR MOM-" MM, A tSLTllrihBlE TfEtZM - (OS'T 30tiA17 SIDE ELEVATION RE GATT" ' Yrr 1 I �i�i'•�;'ii �' �LIIIII�'i.� y'`����yF:. .i,,�ir�: r r s SECTION B -B Source Adapted from 1983 Maryland Standards For Soil Plate 3.02-1 Erosion and Sedin)C, COontrol, and Va. DsWC 1992. 3.38 III PRO' UNE PROILCTNE ONCE • -1 W PALIM LIWIS. OF CLEARING AND GRADING PROPOSED GRADING 0 wM is ■ a WHERE OMPE1NE IS LESS TIM 5• R CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source:. hihlic Facilities Mamlai,,'Vol. Z1, Fairfax Co., Va., '1976 Plaic 3.38 -1 VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARDS 1. SEDIMENT BASINS & TRAPS. SEDIMENT BASINS, SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND- DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. STABILIZATION OF EARTHEN STRUCTURES. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 3. VEHICULAR SEDIMENT TRACKING. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS: PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 4. REMOVAL OF TEMPORARY MEASURES. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM CONSTRUCTION OF A SILT FAWCE (W[TH WIRE SUPPORT) 1: SL-r POSTS AND EXCAVAK A -CXC 7. STAPLE WIRE FENCING TO TUC POSTS, TRENCH UPSLOPE ALONG THE UNE OF POSTS. FLOW 'rlljlllu 3., ATTACH THj: FILTER FA10C Ta ME VARE FEpcE AND EXTEND sT INTO, THE IRLNCH. 4_ BACKFILL AND COMPACT THE EXCAVATED SOIL. kXrENSION OF FABRIC AND VARE WTO TILE TRENCH. 4 FXLTER FABRIC g1iNi I --'' WIRE tul� j % j €k ��III► � Source: Adapted from 1115Laliation of Straw and Fal ri III Barriers for Sediment Cantrol, .Sherwood and Wyant Plate 3.054 TEMPORARY SEDIMENT TRAP VI VARIABLE ORIGINAL VARIABLE GROUND tI.EV. 67 CU. YD./ACRE 25 CU. YD. PROVIDED 2 CV 67 CU. YD. /ACRE 21 CO. YD, PROVIDED 2• (EXCAVATED) F1LTR CLOTH ORIGINAL GROUND £L.EY. COARSE AGGREGATE CLASS I R;PRAP CROSS SECTION OF OUTLET GLASS I RIPRrJ' LENGTH (IN FEET) 2' DnrEtzslo:a DIKE COARSE AGGREGATE / ! � FILTER CLOTH - COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13 -2 TEMPORARY DIVFMSION DI-K ,' finrnnnrtnA .qnil 3nurce: Va. DSWC "aide Siapes CIVIL EROSION & SEDIMENT CONTROL NOTES do DETAILS Plate 109 -1 FILE NO. 6643.41381 -COO' DATE APRIL 11, 2008 C -7 M tZ tD �t 00 uj0 d� 0 3 v if 8 a °w I WEST ELEVATION SCALE: 1/4"=l'—O" R 0Q a f If I If �t• cp co I 0 z 0 7 0 f I I! 00 f If I 'T� ' �j Q�, g t "ir I II C9 o'!S co i 11 t� A xi-GT� Oi3LRT BRODOWSK Y+ U 1 A -2 CONCRETE SLAB W/ BROOM FINISH. SEE SITE /CIVIL a . DRAWINGS. ° 15' =4" a ° SLAB ELEVATION -8" •• a: 3' -4" 5' -4" AT DOOR a 648' -2" 8" CMU (TYP.) a• oo FE r HYDROPNEUMATIC TANK O Pump Room FIN FL EL 648'– FLOOR PLAN SCALE: 1/4 "= 1' —D" ..r.........�. __.._.. o 1x6 HARDI -- PLANK FASCIA O HYDROPNEUMATIC TANK HARDI PLANK SIDING O 9x4 CORNER TRIM (TYP.) EL 648' -6" CONC. PAD THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETER#IINE THE ACTUAL SCALE OF THIS DRAWING. • 71 ■ illo ROOF PLAN SCALE: 1 /4 " =1 ' -0" OC HARD) PLANK SIDING WALL MOUNTED LIGHT FIXTURE. SEE ELECT. DWG'S. ELECTRIC UTILITY METER. SEE ELECT. DWG'S. — GENERATOR INLET. SEE ELECT. DWG'S. D STEEL DOOR AND FRAME PAINTED. — DATE I REVISION SHINGLE VENT AO 30 YR. ARCHITECTURAL O ASPHALT SHINGLES 30 YR. ARCHITECTURAL A� ASPHALT SHINGLES SHINGLE VENT < Boa NORTH ELEVATION SCALE: 1/4"=10-0" SECTION 1 SCALE: 3/8"=I'—O" �-2 HYDROPNEUMATIC TANK < FIN FL EL 648' -6" 01SR1ENEGERE INIT. 2007 m O'BRIEN & GERE, INC. I ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM LEGEND RQQF SHINGLES CERTAINTEED CORP. COLOR: WEATHERED WOOD SOFFIT CERTAINTEED CORP. COLOR: WARM SAND o SIDING HANDI PLANK SIDING FACTORY FINISH COLOR: KHAKI O FASCIA /EXTERIOR DOORfTANK MATCH CERTAINTEED SOFFIT COLOR: WARM SAND ARCHITECTURAL PUMP STATION PLANS SECTION & ELEVATIONS FILE N0, 664,3.41381 —AO02 DATE APRIL, 11 2008 A -2 �t• cp co I 0 z 0 7 0 I 'T� ' �j Q�, g t "ir R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS C9 o'!S ACTING UNDER THE DIRECTION OF A LICeM ENGINEER, TO ALTER THIS DOCUMENT. t� A xi-GT� Oi3LRT BRODOWSK Y+ U Lie. N( 04'4'`973 IN CHARGE OF NJD a. ' DESIGNED BY WEC CHECKED BY WEC DRAWN BY RJB 1x6 HARDI -- PLANK FASCIA O HYDROPNEUMATIC TANK HARDI PLANK SIDING O 9x4 CORNER TRIM (TYP.) EL 648' -6" CONC. PAD THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETER#IINE THE ACTUAL SCALE OF THIS DRAWING. • 71 ■ illo ROOF PLAN SCALE: 1 /4 " =1 ' -0" OC HARD) PLANK SIDING WALL MOUNTED LIGHT FIXTURE. SEE ELECT. DWG'S. ELECTRIC UTILITY METER. SEE ELECT. DWG'S. — GENERATOR INLET. SEE ELECT. DWG'S. D STEEL DOOR AND FRAME PAINTED. — DATE I REVISION SHINGLE VENT AO 30 YR. ARCHITECTURAL O ASPHALT SHINGLES 30 YR. ARCHITECTURAL A� ASPHALT SHINGLES SHINGLE VENT < Boa NORTH ELEVATION SCALE: 1/4"=10-0" SECTION 1 SCALE: 3/8"=I'—O" �-2 HYDROPNEUMATIC TANK < FIN FL EL 648' -6" 01SR1ENEGERE INIT. 2007 m O'BRIEN & GERE, INC. I ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM LEGEND RQQF SHINGLES CERTAINTEED CORP. COLOR: WEATHERED WOOD SOFFIT CERTAINTEED CORP. COLOR: WARM SAND o SIDING HANDI PLANK SIDING FACTORY FINISH COLOR: KHAKI O FASCIA /EXTERIOR DOORfTANK MATCH CERTAINTEED SOFFIT COLOR: WARM SAND ARCHITECTURAL PUMP STATION PLANS SECTION & ELEVATIONS FILE N0, 664,3.41381 —AO02 DATE APRIL, 11 2008 A -2 m D_ In d' W 0 w V) v 0 0 J w cs 3 0 V) a. n w a: 00 M a l cp V) U w 0 w a 1. REFER TO DETAIL 1 AND 2 ON THIS SHEET FOR PARTIAL PIPING SECTION VIEW. 2. DASHED LINE WORK REPRESENTS BELOW GRADE PIPING. 3. ALL BALL VALVES SHALL BE BRONZE BODY, SOLDER OR THREADED, TEFLON SEATS AND SEALS, STAINLESS STEEL BALL, PLASTIC COVERED STEEL HANDLE, 150 PSI. 4. COMPRESSED AIR PIPING SHALL BE COPPER TUBING MEETING ASTM B88, TYPE L. FITTINGS SHALL BE WROUGHT COPPER MEETING ANSI /ASME B16.22. JOINTS SHALL BE SOLDERED GRADE 95TA, MEETING ANSI /ASTM B32. 5. FLOOR DRAIN SHALL BE 8-1/2- ROUND ADJUSTABLE TOP TYPE. SET FLUSH WITH FLOOR (SMITH MODEL 2350, OR EQUAL) 6. BRONZE 150 LBS. W.S.P. COMPANION FLANGE NTH A DIELECTRIC FLANGE KIT AND THREADED OUTLET. 4 "X2" BRONZE REDUCING BUSHING. 7. PROPOSED 2" X 1/4" REDUCING TEE. 8. WELD 2" COUPLING INTO 8" BLIND FLANGE (WITH GASKET) FOR CONNECTION TO 2" STAINLESS STEEL PIPING. INSERT THREADED NIPPLE AND DIELECTIC UNION. 9. PROVIDE A JOINT ON THE D.I.P. 5' OFF BUILDING FOUNDATION TO PROVIDE FOR DIFFERENTIAL SETTLEMENT. 10. FLEXIBLE TUBING SHALL BE 1/4- PARFLEX TFE TUBING WITH QUICK CONNECTS. PROPOSED 3/8b FLEX TUBING TO RUN AGAINST WALL. 11. PROPOSED 2" FLOW METER TO HAVE STANCHION STYLI=. PIPE SUPPORT PER DETAIL 11 ON SHEET C -8. 12. THE CHEMICAL FEED PUMPS MAY HAVE A HARD TIME BREAKING PRIME DUE TO SUCH LOW FLOWS. SHOULD THIS OCCUR, DILUTE SOLUTION AND INCREASE FEED RATE PROPORTIONALLY. DESIGN FLOW IS 0.04 GAL. /HR OR 0.96 GAL /DAY. NaOCI SOLUTION MIX 15.4 GAL OF 12.5% NaOCI IN 14.6 GAL OF WATER. AQUAMAG MIX 261 ML OF AQUAMAG SOLUTION IN 3,524 ML OF WATER OR 2.07 GALS OF AQUAMAG IN 27.93 GALS OF WATER. 1-1/2- VACUUM BREAKER, SOLENOID MODEL VBB -151, AIR VALVE - -� BY JOHNSON 0 1--� 8 30 PROPOSED 10,000 GAL 1 El HYDROPNEUMATIC TANK M --1 PRESSURE RELIEF VALVE, SERIES 30L BY WATTS 0 SOLENOID VENT VALVE --" LEGEND 1 PROPOSED 4" AWWA C900 SCH 80 PVC FROM EXISTING RED HILL WELL#5 2 PROPOSED 4" AWWA C906 -99 DIPS MJ ADAPTER 3 PROPOSED 4" DIP (RJ) 4 PROPOSED 4" GV 5 PROPOSED 4" DIP TEE WITH TAPPED BLIND FLANGES AND 314" COPPER PIPING 6 PROPOSED 3/4" SAMPLE TAP (314" STAINLESS HOSE BIBB) 7 PROPOSED 2" X 1/4" REDUCING TEE FITTING (SEE NOTE 7) 8 PROPOSED AQUAMAG INJECTION LINE (3/8" FLEX TUBING -SEE NOTE 10) 9 PROPOSED AQUAMAG METERING PUMP (2ND PUMP FOR BACK -UP) 10 PROPOSED 30 GALLON POLY AQUAMAG TANK (19.5 "X29.5 ") 11 PROPOSED 2" FLOW METER (NEPTUNE -MODEL NO.) (SEE NOTE 11) 12 PROPOSED SODIUM HYPOCHLORITE INJECTION LINE (3/8" FLEX TUBING -SEE NOTE 10) 13 PROPOSED SODIUM HYPOCHLORITE METERING PUMP (2ND PUMP FOR BACK -UP) 14 PROPOSED 30 GALLON POLY SODIUM HYPOCHLORITE TANK (19.5 "X29.5 ") 15 PROPOSED 2" STAINLESS STEEL BALL VALVE 16 PROPOSED 8" FLANGE TO 2" STAINLESS STEEL ABOVE GRADE (SEE NOTE 8) 17 PROPOSED AIR COMPRESSOR AND TUBING E18 PROPOSED 4" DIP 90' WITH TAPPED BLIND FLANGE PROPOSED BRACKET. 3KW, 240V, 30 UNIT HEATER WANTEGRAL THERMOSTAT AND WALL MOUNTING MOUNT AT 7' -0 "f A.F.F. TO BOTTOM OF HEATER. s�psl,TH 0", 4 ! °S. v ROBERT E. BELL., JR. 5: Lic. No. 0337722993 0 � IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB DRAWN BY YLM 8' 19 16 23 t l i I I I I I I i I I I I I I i 20 I I 28 ( 8' FLOOR DRAIN TO DAYLIGHT - 6 *0 HOT DIPPED GALVANIZED STEEL PIPE WITH NO. 8 MESH (0.05 "0) STAINLESS STEEL SCREEN OVER OUTLET 10' PROPOSED ONE -STORY PUMPING STATION HOUSE 204 SF F.F.E. = 648.50 D17 33 24 D 15 21 I 32 —1 19 15 15 24 6 11 C31 32 27 22 12 26 7 32 24 /r /r FE 13 26 E D (7: 5 1 � i 5' [ 3 t'--v I 14 t NOTE: PIPELINE WORK SHOWN OFFSET j2 FROM WALL FOR CLARITY. HOWEVER, 3 STONE TO PIPING SHALL BE INSTALLED AS CLOSE PREVENT EROSION TO THE WALL AS POSSIBLE. PROPOSED PUMPING STATION HOUSE --PLAN SCALE: 1/2"=V-0" THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN 7HE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE RE WDUCED BY ANY MEANS. USE THE GRAPHIC SCALE ITAR IN THE TITLE BLOCK TO DETENNE THE AMA SCALE OF THIS DRAWING. 2 0 1 2 3 1/2"=l V. s Iwo-& 12' "Aft Lw-M 20 PROPOSED 4" DIP (TO DISTRIBUTION) 21 PROPOSED 4" PVC FLOOR DRAIN WITH 6" GALV. STEEL DRAIN LINE (SEE NOTE 5) 22 PROPOSED 2" X 2" TEE FOR WELL BLOW -OFF 23 PROPOSED DEHUMIDIFIER (GRANGER GD55S OR APPROVED EQUAL) 24 PROPOSED 2" STAINLESS STEEL PIPING 25 PROPOSED 4" DIP FLANGE TO 2" STAINLESS STEEL ABOVE GRADE (SEE NOTE 6) 26 PROPOSED 1/4- STAINLESS STEEL BALL VALVE 27 PROPOSED 3/4" STAINLESS STEEL BALL VALVE 28 HYDROPNEUMA11C TANK CONTROL PANEL 29 PROPOSED 2" FLANGED CONNECTION FOR PRESSURE SWITCH 30 PROPOSED 2" FLANGED CONNECTION FOR LEVEL SWITCH 31 PROPOSED 2 DRUM POLY-SPILL PALLET 32 PROPOSED STANCHION STYLE PIPE SUPPORT (SEE DETAIL 11 ON SHEET C -9) 33 PROPOSED 3/4" HOSE BIBB FOR MAKEUP WATER OMEMOSGERE N0, DATE REVISION INTT. 2007 © a BRIEN & GERE, INC. 1 M-1 NOTE: SOME EQUIPMENT HAS BEEN LEFT OUT FOR PIPING CLARITY. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM PROPOSED 10,000 GAL. HYDROPNEUMATIC TANK SCALE: 1/2"=V-0 ' -0" MECHANICAL FILE NO. PROPOSED PUMPING fi STATION HOUSE DATE PLAN AND SECTIONS APRIL 11, 2008 M -1 a N 00 C] a w U) 2 a. c� [V 00 O �W a I) v N O O t►J in Le! 2 U1 U k-- U !v 0 o: a- or w w J J 0 W r m M rF •a- co U w 0 a_ Ill rel • CONDUIT AND WIRE SCHEDULE NOT TO SCALE A AMPERE OR AMBER CIRCUIT BREAKER OR M -1 M -1 MOTOR STARTER AUXILIARY AFF ABOVE FINISHED FLOOR / MOTOR CIRCUIT J OR ,� CONTACT, N.O. OR N.C. APPROX. APPROXIMATELY / PROTECTOR CEP CONCRETE EQUIPMENT PAD MOTOR STARTER COIL (SCHEMATIC) CPT CONTROL POWER TRANSFORMER CIRCUIT CONNECTION DISTR. DISTRIBUTION ELEC. ELECTRONIC j M) MOTOR (PLANS) EX. EXISTING THERMAL OVERLOAD G GREEN OR GROUNDING CONDUCTOR I.D. IDENTIFICATION M MOTOR OR MOTOR STARTER -- ® FUSE COIL W /DESIGNATION 0 MCP MOTOR CIRCUIT PROTECTORPUMP OR PRESSURE SWITCH H A OL OVERLOAD PH PHASE R RED INDICATING LIGHT W /COLOR ° HAND -OFF -AUTO SE SERVICE ENTRANCE DESIGNATION AND PUSH- SELECTOR SWITCH S.S. STAINLESS STEEL R TO -TEST FEATURE (R -RED, VAC VOLTS ALTERNATING CURRENT ---o W- WHITE, G- GREEN, A- AMBER, W WHITE B -BLUE, Y- YELLOW) Eli NON -FUSED DISCONNECT SWITCH DUPLEX RECEPTACLE. (15 AMP lLsSl LEVEL SWITCH UNLESS OTHERWISE NOTED) PRESSURE SWITCH SINGLE POLE TOGGLE SWITCH METAL HALIDE WALLPAK FIXTURE oi GENERATOR RECEPTACLE FLUORESCENT LIGHTING FIXTURE (TYPE H v TELEPHONE OUTLET H SHOWN) LP-Ui EMERGENCY BATTERY UNIT WITH NO. OF HEADS INDICATED 0 DOOR LIMIT SWITCH COMBINATION MAGNETIC MOTOR STARTER (INTRUSION ALARM) ABBREVIATION INDICATES TYPE; FVNR, FVR, RVAT, 2S1 W, 2S2W, SST N'4 C., 2 # 12, 1 #11 2G. • 1. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER. TO ALTER THIS DOCUMENT. IN CHARGE OF REB DESIGNED BY CDJ CHECKED BY JWK DRAWN BY TWM LIGHTING FIXTURE SCHEDULE NOT TO SCALE THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. NOT TO SCALE DMIEN G GERE NO. I DATE I REVISION I INIT. 2007 © CYBRIEN & GERE, INC. ABBREVIATIONS AND SYMBOLS - NOT TO SCALE ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ELECTRICAL SYMBOL LIST & SCHEDULES FILE NO. 6643.41381 -E002 DATE APRIL 11, 2D08 E -1 PANEL pp-1 M MOUNTING: p SURFACE APPLICATION: POWER PANEL TYPE: S SEE r , • • • HOUSE ■ . 360HZ VOLTS: t VOLTS: 1 F i + ` AMPS: FAULT CURRENT RATING: 18,000 MAIN CB AMPS: ii R. , • EQUIPPED `f BUS EQUIPPED NEUTRAL BUS INDICATES • -• s f • D DEVICE INDICATES FOR RECEPTACLE CIRCUITS, 30 mA FOR H HEAT TRACING CIRCUITS . . r NEUTRAL . C-13. P PHA - , r .� P POLES T E - I � i 1 - r��I�i ► m WTI 1 R "A► if 1 11 CONDUIT AND WIRE SCHEDULE NOT TO SCALE A AMPERE OR AMBER CIRCUIT BREAKER OR M -1 M -1 MOTOR STARTER AUXILIARY AFF ABOVE FINISHED FLOOR / MOTOR CIRCUIT J OR ,� CONTACT, N.O. OR N.C. APPROX. APPROXIMATELY / PROTECTOR CEP CONCRETE EQUIPMENT PAD MOTOR STARTER COIL (SCHEMATIC) CPT CONTROL POWER TRANSFORMER CIRCUIT CONNECTION DISTR. DISTRIBUTION ELEC. ELECTRONIC j M) MOTOR (PLANS) EX. EXISTING THERMAL OVERLOAD G GREEN OR GROUNDING CONDUCTOR I.D. IDENTIFICATION M MOTOR OR MOTOR STARTER -- ® FUSE COIL W /DESIGNATION 0 MCP MOTOR CIRCUIT PROTECTORPUMP OR PRESSURE SWITCH H A OL OVERLOAD PH PHASE R RED INDICATING LIGHT W /COLOR ° HAND -OFF -AUTO SE SERVICE ENTRANCE DESIGNATION AND PUSH- SELECTOR SWITCH S.S. STAINLESS STEEL R TO -TEST FEATURE (R -RED, VAC VOLTS ALTERNATING CURRENT ---o W- WHITE, G- GREEN, A- AMBER, W WHITE B -BLUE, Y- YELLOW) Eli NON -FUSED DISCONNECT SWITCH DUPLEX RECEPTACLE. (15 AMP lLsSl LEVEL SWITCH UNLESS OTHERWISE NOTED) PRESSURE SWITCH SINGLE POLE TOGGLE SWITCH METAL HALIDE WALLPAK FIXTURE oi GENERATOR RECEPTACLE FLUORESCENT LIGHTING FIXTURE (TYPE H v TELEPHONE OUTLET H SHOWN) LP-Ui EMERGENCY BATTERY UNIT WITH NO. OF HEADS INDICATED 0 DOOR LIMIT SWITCH COMBINATION MAGNETIC MOTOR STARTER (INTRUSION ALARM) ABBREVIATION INDICATES TYPE; FVNR, FVR, RVAT, 2S1 W, 2S2W, SST N'4 C., 2 # 12, 1 #11 2G. • 1. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER. TO ALTER THIS DOCUMENT. IN CHARGE OF REB DESIGNED BY CDJ CHECKED BY JWK DRAWN BY TWM LIGHTING FIXTURE SCHEDULE NOT TO SCALE THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. NOT TO SCALE DMIEN G GERE NO. I DATE I REVISION I INIT. 2007 © CYBRIEN & GERE, INC. ABBREVIATIONS AND SYMBOLS - NOT TO SCALE ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ELECTRICAL SYMBOL LIST & SCHEDULES FILE NO. 6643.41381 -E002 DATE APRIL 11, 2D08 E -1 • 1. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER. TO ALTER THIS DOCUMENT. IN CHARGE OF REB DESIGNED BY CDJ CHECKED BY JWK DRAWN BY TWM LIGHTING FIXTURE SCHEDULE NOT TO SCALE THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. NOT TO SCALE DMIEN G GERE NO. I DATE I REVISION I INIT. 2007 © CYBRIEN & GERE, INC. ABBREVIATIONS AND SYMBOLS - NOT TO SCALE ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM ELECTRICAL SYMBOL LIST & SCHEDULES FILE NO. 6643.41381 -E002 DATE APRIL 11, 2D08 E -1 m EL 00 0 0 w zi d w EX. SOLENOID AIR VALVE EX. AIR COMPRESSOR MOUNTED ON WALL BRACKETS Q EX. 6" STORM DRAIN EX. SIGHT GLASS EX. 6" FLOOR DRAIN 14 "X 14 "X 18" DEEP CONCRETE PIT EX. 3" WATER SERVICE TO BUILDING TO BE CUT AND CAPPED EX. BUTTERFLY VALVE EX. HYDROPNEUMATIC TANK TO BE TAKEN OUT OF SERVICE AND TANK TO BE DISPOSED. BLOCK EXISTING WALL TO MATCH EX. MATERIAL. VACUUM BREAKER EX. 3" EX. SOLENOID VENT VALVE EX. FLOAT CONTROL EX. WATER LINES TO BE CAPPED ------------- - - ---� ------------- ---- -A EX. CHEMICAL FEED PUMP (TYP. 2) (TO BE REMOVED) EX. AIR COMPRESSOR STARTER WELL PUMP STARTERS ELECTRICAL PANEL EXISTING RED HILL ELEMENTARY SCHOOL WELL HOUSE - DEMOLITION PLAN SCALE: 1/2"=l'—O" ,�ipyTH OP 4 14 -r:8 a° ROBERT E. BELL, JR. Lic. NO. 037293 ,v4 'k- �o �4. SIONAL NOTE:. HATCHING DENOTES PIPING AND FITTINGS TO BE REMOVED. R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUIMENT. IN CHARGE OF REB DESIGNED BY GFR CHECKED BY REB DRAWN BY YLM THIS DRAWING WAS PREPARED AT THE SCALE INDICATED IN THE TITLE BLOCK. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY }MEANS. USE THE GRAPHIC SCALE BAR IN THE TITLE BLOCK TO DE UNINE THE ACTUAI. SCALE OF THIS DRAWING. 2 0 1 2 3 1/2 " =1' -0n NO. I DATE PROPOSED 3 "X2" REDUCER (IN CONTRACT) REVISION PROPOSED 2" WATER METER PER �1 PROPOSED 2" TYPE 'K' COPPER WATER SERVICE (INI CONTRACT) CUT & CAP EX. 3" WM (IN CONTRACT) PROPOSED 2" -22.5' H. BEND (IN CONTRACT) INIT. EX. CURB AND GUTTER ♦♦ EX. 3" WATER SERVICE 3 #4 -1" CONDUIT EX. UNKNOWN UTILITY PER RED HILL ELEMENTARY SCHOOL PLANS. CONTRACTOR SHALL IDENTIFY UNKNOWN UTILITY AND RELOCATE AS REQUIRED TO INSTALL METER AND VAULT. EXISTING RED HILL ELEMENTARY SCHOOL WELL HOUSE - PROPOSED PLAN SCALE: 1/2"=l'-0" 0MIEN 6 [SERE 2007 © OBRIEN & GERE, INC. ALBEMARLE COUNTY SERVICE AUTHORITY RED HILL WATER SYSTEM MECHANICAL EX, RED HILL ELEMENTARY SCHOOL WELL HOUSE DEMOLITION PLAN, AND MODIFICATION PLAN FILE NO. 6643.41381 —MOO DATE APRIL 11, 2008 M -2