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SPR2014-900014
t :: LEGEND \ , t, ,/ j LL �-• o <A I r t o z II z<< �C) A(IN BBREVIATIONS ` I`\ T I w w C) EXISTING ........................ EX / �'` I / aRECTION of \ I > m � / VICINITY MAP �, : • �- 1 INDICATES REVISIONS/CLARIFICATIONS/ADDITIONS TO PLANS AS OF 02/12/2014 < / / e' � SED0MEW C0ML FABRIC < ! (V U TOP OF PAVING TP �,. J /- NOT TO SCALE - FASTDI,ER SECURELY To T-•Posy a wm < I / Q l7 Cc!) cc) cV z z TOP OF CURB TC LiJ Z r y ! \ \ I / �' B'X8•�mmc) WIRE MESH FASTENED TO�POST z O 1 V Q LL1 GUTTER FLOWLINE GF tt 1 / / > EX TC=280.4 1 EX GF=280.01 1 �-� J FLOWLINE FL 1 i ! s o °►FT�"REN'�cH F e TO 1 / o! C� ] Q Uj cr c/i ............. . 1 ! ,,�y wml COMP a XL 1 r� / c� z Q W U 00 TOP OF SIDEWALK . 1 t SCALE: I"..=10' I 1 / SCALE: 1 -10 CD TS'Zo TOP OF STAIR EX TC-280.25 - I l + + "1 r Q O\ v w ST EX GF=279.79 1 I , �,� i, I ► z LLJ x z v 3 EY f\I PROPOSED CONTOURS <----"`--' 1 t < OF SLOPE r2 I r W L►j < J N EXISTING CONTOURS - - "�o�` < \ t EX 279. 6� 11 / CITY OF BRYAN <\ \ / W m I.-- Z I TC=280.69 Ir o r w - Q II GF-280.19 It I / - i a Z _ l t Y SUBJECT I �\ i / r W- w w TRACT I I S� T FENCIE INSTALLATION I _� ! <'� EXISTING y ` \ I r a Q 1 '�► ` r z j �" ? FF=284.22 \,�, m o� NOT TO n I I Y_ z r = I 1 Z ui t 1 I ca ! 1 \ �P 1. ALL DISTURBED AREAS NOT TO BE PAVED ARE TO HAVE ESTABUSHMENT OF GRASS AS OUTUNED IN THEBENCHMARK: _ 7 ' 1 I B/CS UNIFIED CONSTRUCTION SPECIFICATIONS. MINIMUM REQUIREMENTS: REVEGETATE PER B/CS UNIFIED I I _ ._ �. /� ADDED FIRE 1 I 'J_�� TECHNICAL SPECIFICATIONS - SPEC #32-92-19 SEEDING FOR EROSION CONTROL. 1 O i SQUARE CUT IN BACK OF CURB .` / /�X T 280: QTURN AROUND 1 ` 1 ELEVATION: 281.71 / / EX GF79.93. , 1 2. ALL SLOPE AREAS ARE TO BE PREPARED AND HYDROMULCHED FOR PERMANENT ESTABLISHMENT OF VEGETATION. FINAL GRADES WITH ESTABLISHED VEGETATION SHALL BE AS INDICATED ON THE PLANS. 11 ' 1 3. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGHOUT DURATION OF THE PROJECT AND UNTIL 1 1 INSTALL 2:1 1 ° P, VEGETATION IS ESTABLISHED. INSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA BMP, ` 1 280. 1 SLOPE PAVING 1 N' °(�' `�y INSTALLATIONS. IF EXCESSIVE EROSION OR SEDIMENT TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL 1 - EROSION CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR. Sir � ) � � - \ r ,s it / V) 4. CONTRACTOR SHALL NOT ALLOW SEDIMENT TO ENTER THE DOWNSTREAM STORM SEWER OR CHANNEL X 1 .� AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF DOWNSTREAM STORM SEWER & CHANNEL / k6/ �P� �Q A AREAS AND RESTORING TO ORIGINAL CONDITION, INCLUDING ESTABLISHMENT OF REVEGETATION, SHOULD / l EX 280.56 p / TCe CONSTRUCTION SEDIMENT BE FOUND OUTSIDE THE LIMITS OF CONSTRUCTION. '� T EX F= 80.13 c ROh � I _ _ , �•� $ �Rg OF 4• ?>9 SO *I 5. CONTRACTOR TO INSURE NO MUD IS TRACKED ON TO EXISTING PRIVATE, CITY OR STATE ROADWAYS. IF '� o F, I LQ 2 I 'q4/ e 0 i T IN R THAT MU IS N T WE TO R MAIN BEYOND THE EN OF TRACKING OCCURS CONTRACTORS O SUE 0 0 ALLOWED E 0 ^ _\ , EACH WORK DAY. C/a S(opF jOq �O �oF �' ' � t � I � � 6. SEDIMENT IS TO BE CLEANED FROM SILT FENCING OR OTHER SEDIMENT CONTROL DEVICES WHEN DEPTH C ►�1 C-' � OF SEDIMENT REACHES -1/2 TOTAL HEIGHT OF DEVICE. CONTRACTOR IS TO INSURE EROSION CONTROL ,• \ � _ � � ,� ry�p1' JE �� /'IV ' ` DEVICES ARE CONSISTENTLY INSTALLED AND PROPERLY MAINTAINED. ' Z 1g �: SEX TC=280.56 ; �� 0p i / �'� \ 7. PRIOR TO FINAL COMPLETION, STORM SEWERS, CULVERTS & PAVEMENT ARE TO BE CLEANED OF DEBRIS '16 EX GF=280. i 2 ` `L \� T�'a 1 ` AND SEDIMENT. CFI GF `L TS=281.1p ?� 2S ' 8. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING N.0.1/N.O.T. TO T.C.E.Q. & PROVIDING DOCUMENTATION OF 9 S SUBMISSION TO THE CITY OF COLLEGE STATION_ 7 a 1.00 / \ /1 TC=280.81 GF=280.50 \ < \ \ •�. GF=280 CL / 28p I �\ �� I ! 28p � I' OD Uj PW4 f \ � / SS ; " TO 5 W10E/►JDING \ f / \ /� / I 1 ! ` \ !J, U 10-4 O ' UP 7.2 2X $TAP_._._..------ ! / _ ?6O•S / � � ` � � - . 1 . / / 2g0 S / � � � I Q I 'P UP 6.5" 2X TO 5' WIO'= LANDING,__ / I S g 1 V) 5Ti_ go try Iw ., � 1 /� I r, 1 I� N � ►-� �, s s s iAbo TC-281.50 I 75 GF=281.00 TC-281.45 ( FL=280 _ ¢' WIDE LANDI VG I GF=280.95 !-- 1.01K S PUP 5.5" TO r r*1 I / GRi►DE BREAK S�l/ / / J ' �OyG / .Ni . +OF 1 tt _ 8 i *.................*..I FF�2 I.ALFRED A. PAIN cm 00 I x ,,., _ OD �AN s' t � ` P UP 6" TO 4' WIDE LANDING I +? �+L I 1 I 1 ST Q� ^oi ry ry / I \\ '�� / / / / O p poi N N I o J I - -_`'S ,E �0 4' WADE LI.Nt?INc / �,�.�_ ry �•� i I TC=280.75 co �80.75 / ` U) A i O z TC=�80:50 FL-279.90 GF=280.25 I �? i w ' GFa I Z U � .00 / ?79 c�i N GF= 79.75 _ 50 279 r . , TC=280. p N 0 = 80.00 y 0 j C=280.35 , b GF 2 \ ' . ` ' / • Q f ✓ \ `` "1. t =279.85 a V, ' / X-i Ir `., , E QC W O 280.50 ' .` 280.50CL 280 - 280 o w . �\ �� 279 / / i �' \ ` i �. 279 /� / , ' J w 278 i 278 Q �r 277 � HILL CONSTRUCTION PE METE r - I INSTALL SILT FENCE AT DOWN sr - SF � .�. N �.--_ s: sr - - SCALE: 1 "=20' _ f r r \ _ -__- �" Q `'� --__- _ _- DRAWN BY: AAP / P - ____r____ ____ ---- - _ APPROVED BY: Sh1K - --- 1 00 YEAR - --__ �, �. ! _ _ _ DATE: 01 /20/201 a i 00 YEAR PL00DPlAIN F - ' F'LOODPLAIN s\, I - - FILE: C 1.2 ' / \ FLOOD1�fAY REVIEIOVED F� SHEET \' ` FLOOD�hl,4Y 'sly+ • �' / , - , R (SHADED NtEi�) �, , _ � ��� AREA) COMPLIANCE Ro N FEB 21 ?014 Cl m2 I CEC COLLEGE STATIQ L ENGINEERING L5a- NOTE: 1. ALL INATI RMIL. SHALL BE ASTM 03M SORZS WI GAaKETS 2. ALL SEl11MCE �, EXTEI4BIONSALLC-D WITH THE MAIN LOW OONSTRUCTION. 8. Dare ANio CONTRACTOR AT THE ROW FOR NCL U A PL. D SHALL 4. OL.EA OUTS SHALL BE BXTlINDED 4 FEET NATURAL SWUND. CLEANOUT CAPE MIM�A�pp��yy��, SM I BE PLACED ON TOP. 6. LOT COiINM4t1ALLBEMIWK®WITH A LATH UNOM THE R!'" UPON COMPLETION OFI OF A CONSTRUCTION rr� till I e O SEE Nam 3 a z CURBiGUTTER7 SIDEWALK-,, �PI+A t //J\J/J\/i/\ • • • •• • • •• , • r EIDEiNALK 77C777 I WAT ERMNE ('AWN. 4r BURY) 1 PVC (SEE NOTE 2) Z 0' 7 DESIRABLE 1 I T PVC (SEE NOTE 2) -2 SiO. 4W PVC BE PITTING STD. PVC COUPuNQ AfTM D3034 GOR26 PiPE 01 °iB NCO ro'BE PLAC » I- SEWER LINE OR¢ONTALLY) PR01F7LE CITY OF BRYAN SEWER SERVICE LINE CROSSING I 4' SEE NOTE a PLAN R-0 W OR EDGE - - TO 8E LOWERED IME Q OF EASEMENT PLL I AGIM TIE-IN W" OR EDGE OF EASQENT-- ~ WW I TTOO FINAL GRADE APLLLIMBERRZ TIE-IN �'� VARIES Ir VARIES - % 11�8 EA 4• y SEE NOTE a BENDS TO BRINO 1 STACK VERTICAL lu PI AN TEf WYE SERVICE (TYMCAL 45-BEND) 1 s$ W OrOONI!!lC71NG PITTING (SEWE1t TEE) PYC (SER NOTT: eF, NOTE:1. 0ALL 501�SO 2t YW lWTMPVCNIDTE 2}(MIN. 1% SLOPE)Z ALL SWVICE CONNECTIONS A BENDS TT] BRINGT W SERVICE EXTENSRONS ARE TO BE INSTALLED STACK VERTICAL RTTI NO IREWER WiTH 1ME MAIN LINE OONSTRUCTiON. (TYPICAL 4fa BEND) ROTATE YEAND I N � 3. A CLEM OUT M REQLX ED AND VMJL RA�AI r®i°YRa�MiFVR STANDARD CONNEC77ONPROJU W►1= c1a..EANOur� DEEPWNNEMONPJ?017" INCLUDE A BRASS PLUG. �,T ---- -- --- 4. CLBAN�OUTSSHALL BE fGROUND. CLJE*J#OUT EXTEMED 4 CITY OF BRYAN CAP PIi"T mma SHALL B!s PLACE) SANITARY SEWER SERVICE CONNECTION S6-00 S6-01 GENERAL NOTES: SEEDED OR SODOM W MM114 CAL.EI DAR DAYS OF LAST DISTURBANCE, APPROVED ARSON OOMML MEASU lies MUST BE INN><TAUM DARING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION UCTION AND SHALL STAY IN PLACE UNTILACCIPTAKE VEGETATIVE GROWTH ISEITA°L18HED AFTER CONSTRUCTION IS CO lLk-M AND THEN ROVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SNIT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY OF A WARRANTY ITEM. AS INETER BOX 6' CLEAN OUT STACK DiP CPR PVC 41' 6EN D r- c a- TYP 1' MIN. CLIL w 02. STEEL. CASING = as OARRER PIPE CASINO SPACER c BL TRW EOPfN:EINE END ADJUSTABLE TOP RUNNERS TO MAINTAIN 1' MAX ClR °D o df L 9TWla a. OR'PSr mm STEEL CASING STRUCTURAL BACKFILL AREA NOTE: 1. I eTEXT .-WARNING 2' 11 10' {/MgpMppNp mem pmom THE ORY _ E �}�, FORE MC WATINO ®DFNO A� TRENCH DETAIL67ASL MANH E *' ` 7• NO. ROCK, ON fJfREfl N VE Nf, FOR TO BE ADDED AF BASIC SION NAS NOT LESS THANPAINTED 8" • WHITE BACK094OUND STANDARD CLEAN OUT FOR MAJIN LINE SEWER WARNING AND MANHO.LF. S O1 IDENTUICATION SIGN ------ `35-02 9A_ND CL/1MP SP iiUN)NBt s#N. AT "NAUNE (TYPE NER ��STAINLESS y" bm) M �NA/1EJ1� STEEL R Pl Wf T NEOPRENE �I MA.ATION BaLEEV! fir BETWEENPIPE AND BAND RESTRAII I� k�OTAR SELL,,i INWLATED,"APS INC.. ODD ilr POLYMER RLNiNER (TYP) OR CASING DETAIL S5-03 7-V 21.0' MIN. MAOHIllwo ple OIL OPEN wr -o�Pe� OUT B►G WIDTH OF PAW T 3'-0' MIN. - SIDE NI" MAY BE OPEN CUT ORO AS DIRECTED BY THE ENGINEER A9 RE= r-*MFR PPE NOTEpq��yp� p� yyy��q 1' S'�AINM SPECIRC/1T10N FOR WATER AND CNi0891NG SCR LINE CM5TR0=OM 2. STEEL CASING lHALL BE As SPECIFIED IN THE TECHNICAL SPECIFICATIONS. S J _O , APPIi/VED eY THE gOILY E'NGGNTEEERENO ALLOWED ONLY WHEN 'TYPICAL URBAN CIrfY STREET CROSSING PLE W MACHINE BORING NOT£: 1. WiIERE DOUBLE WYE SERVICE 151"ATION IS LIM THAN 7-T NL.OW PROPOBlD amr, OPOLm, MML SLAQ am. "a a NET TO ALLOW NAIL fMY 01011101111111 STIIMIL 2' METALIT (#�L a. 0AWN7 !i OASNF 4. ffi=WITH 1*1! �E XMN�U�CTbM 6' WILC LOBE PLUMBER AT THE ROW FOR EACH SHtNCE. 6. LOT DORMERS SHALL BE MARKED ilrf iH A LATH UNDER THE BWERVISION OF A F6P1mumcw'I.E'" OF 7. V*M SERVICE CONNECTION S DLP CONI��$TACK TTBBROUGHTTYamI 3412F�TofNATVRALGROUM.N Tw AI�I1 s. uporcomEcTm lIR Mau NOr or macw COWTVILU[OINAM. NDTE �, WYE 1r0aKrAw ppH THA�9��l�'YN �T IRS, SSlt & 2. NARIt EACH END WITH AL'T N7EI1 GREEN. E' BDRLwr AA81cE°Lirs� 4. ALL Wdt CONNECTIONS& °E INSTALLED CCMMUCCTION1. 6. A CLEAN pl/T 18 ■RFD AND VWI BE INSTAL! E1 YTiE PLWIBER AT THE ROW FOR EACH SERVICE. 6. =TNSE ootvW*fPl � VMBRI�IC STACK THAT SIUILL BE BROUGHT WITHIN V/2 FEETBB.OW NATURAL GROUND. OONC. CURB -- A OUTT'ER SIDEWALK - I 3"r MAX (SEE NOTE 1.) I I 2.6' �+-- T DESIRABLE (SEE I C?EIO4) ' STD. 460 PVC BEND aTo. PVC COUPLINGASTM D9D34 3DRO PIPE - WTGABKETi 0%MIN. (PPE ISM LLP�LJIOED PROFATE «Ti`TT( i V-4r B[L.OW DITCH FLAW LmF_ NOTE: STEEL CASING CARRIER PIPE i. FOR MORE NFOIMIATION ON WATER AND SEWER LINE CROSBINO SSE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LME CONB'TRUCTION. 2. STEEL CASING SHALL BE AS SPED IN THE TECHNICAL SPECIFICATIONS. 3. DRY DORM IS REQUIRED. TYPICAL RURAL STREET CROSSING WEP'loiNOTIEil_) s L x- _ 4" PVC EXTENSION (SEE NOTE 3 �sEE NOTE 1 PVC WYE WITH - AND (eEEPVC NOTE ) PVC MEE NOTE 41 1 oc 3EE NOTE 0)- TESN E WYE SERVICE FITTQ ti m'� (SEWER WYE AND IW BEND) - SEWER LINE PLAN CITY OF COLLEGE STATION SEWER SERVICE LINE CROSSING 1 pat � t 1 1c Y4r°PVC Nw = Ex�TE?181011 R," OR GE EDR-O-W OR EAOE OF EASEMENT (SEE NDTE 5) 2 a OF EASEMIE NT I r ------ VARIES --. ----- fmVC %w WITH PVC CAP _f (SM NOTE 3) 1 ad' MAX �� -lICC iEE NOTE 1 1 PEE mon 1.) PVC cfBEE NOTE a)-- (MIN.1%SLOPE) aL STD. 46° BEND SM NOTE 5 - ¢ -BIZ I STACK VARIES HEIGHT�� la PLAN ZZZ PVC (BEE NOTE II1-1 z (III N.1%SLOPE) (SEWER TEE) SERVICE ���• AIV am ILO: TEtFITWYE SIERViCE farnNii S SEWER WYE AND 1l1 BE Ni) STANVARD CONATX77ONPROME DEEP CA7Vl 70NPR0HLE CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION S7-01 o� F- w x w � o v' �Q zQ Qz r� Aa co, �t A y� 4 CITY OF BRYAN 71Ar 6fxx/ irv, 7i:xwvjv c-, DRAitN Ir: C.L.M. OM: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE 32 SHEET 2 -OF 2 13 u 0 .91 0 Q saurian saddle, as steeps, CC or'.ats In*= psr rsaravfaoburer`s iiWIRFIFT orro. A4 mew, tie: ® CwParallon4tbp:Ford Fill 1000-44-1- Sarvba tubk+s: Tips K copPar - raft -1- 4O Perd male adapter - C84-444.1- Mabr b= valwt b ■ Ford Amle SimtQAI$-442W -1• 4A -Fur'+! sliredjitt Sep - Bi, �i4W -1- ® "Issas bwhttp IPS -1" x 3A4" © Maier niPpio - C5114" i - W SU a~ leow and I a veld caw. alshr tort, CI lid w@b lisader SM � lu NOTES: (D a L"M. faddn, as OF Cc threads © maw b«vaNW Itlafased per arrarlau kwwld 11= Ford 91M9-444W-Q-1 • �etalaa*81T AAl wrair Mrpw: SA - FordftruWallop-811.444W- 1' ® Meter nipple - C3SA&241125-1' ® corpsrMMoe slept Feld FY t o4o.4-Q -1' sbr t"at awd Nd: Old Castle meter bor, (� Servos pp Isom: Type K Coer - soft- v CMI id witlr Nod i r:#8B Ford mob adepber- C9444.Q -1' VK EAR Q bsrviw :adds, ss straps, CC UN ®gel mvt- C3&f&M75- t-1re wMstaitsd par eatndecturers ricoarnerl4stlons. AN main tMDes: ®�sa eel thruuW 1. P.S.-1-112' Sm th 81sir 317 (� rateradapter - BBIM E4 -1-1/r Q Gorporatlan91WFord F6IUM 4-,-Vr ®NOW Bsasindad Olt rrus4er Service Type K copper saR -1-1W been d ud kith Rradsr p Ford male adapter -C64Q- I A A © Mvfw lion vslym S - Ford Analo Stop - 6A-11-104r1-1.1Tr' 8A - Ford Sfmkiht Sfax - 81 t 406W-1-IA'r t�T CVALVEUSTOMER CITY OF BRYAN CITY OF BRYAN CITY OF BRYAN STRAIGHTOR ANGLE TAP 3/4" STRAIGHT OR ANGLE TAP - I" STRAIGHT OR ANGLE TAP - 1-1/2" vtTo-aoTs-o1 W6-02 NOTES: s a threads (7� Bross oouplig LP S - 2' wall A4 n,.in types: Q Setivsl nut CSiTI- 2- Stallh BfNv S17 aNdpapplteer -11111111111 77 - 2- (@D MBrsaAd►s (Cot D OC LP.S. - r x s-a� ® Service holing Type K Copper - ou - soft - 20 0 Maier a« sad lid: +old Coatis rrwiar p Fad male adapter - C84-77-0 - 2- boa. a lid raI"i, llwstsr4eS 0 motor �pt ant ate QW coam f r Metz boa wtNe: round vslw bow MKT 5 - Ford Anp1e BA-11-T77W - 2" 6A -Ford HiralpNtl - 811 7771M - r Braes rimle I -PA - 2" a fr rVu� ER NOTES, 1. ALL CONMNECTIOMS TO BE COMPRESSION TYPE 2. � U ALL BE AS SPECIFIED OR AM S. ALL SMME W N d, W (TENSIONS AlE TO BE ILKTALLEQ WITH THE MAIN LINE OOfETRUCTION. 4. EXE7 ISTNIG METERO ARE T OD. N: CI.O CAfIILE. . METER NUT SIZE FORD PART NO. SWItZ.6'Lema SWx3" LwV aw x 12" Lap C84-28.12 1 s 2AW 1' x SA- Lane t-Irr rCM17 rmotor tlAtsitirp I toM-TT METER 8WIVEL NUTOR NI ANGLE 1gORnOOIA" SERVICE E � 1' us WATER E 0EI VIKK A -A 1 D�I1Vl.E SERVI o a ANGLE STOP A 1-1/r OALL VALVE —� FOR DOUBLE SERVICE CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION W6-03 WATER METER METIER METER SMMFV9. NUT OR NIPPLE �,- NUiaD(aon� ma PSI JIPE -1-fir X 1" eRAss WVG 11 FOR DC> em WAV.) W6-04 NOTES: to ad Q �. N OOreo Idslbns. Umber basNnp IP8 - i- x 1- 3 �i a Boo aerie. or 7 M.Lr.,yp.- cue-zsze- are~ Ford Ilea wive 2 Qarporallon SkW Ford FR 1000-4-1" Now box a" at Old cwft Taster Service tulip: Typa K copper - soft -1" lost, C I id with deader ON ford male adapter - C6444- 1' 5 Mobs box- HAIS-442W -1' CUSTOMER &A �F wd s6rd glee SaiaF+td Stcp - 811444W -1- VALVE 1 A CUSTOMER VALVE NOTES: a � Is8wccgp c�"Well" o_r Ferri 974r890 Corporation Stapt Ford FB 1000.41- So vita tuba n0: TWs K copper - soft -1' Ford nesle adapter - 0$4-44-1- Meser box vat**: 6 - Fad Anclim 9top - BA49444W -1- SA - Ford Slop - 811.444W - l' i SPECIAL CONDITIONS I. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES MOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE AMININUM OF @ INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITIMN((THE � VAULT. 8 ��p 13E CONSTRUCTED STA FIVE SACK WNCRETIE W AND REINFORCING COMPRISED OF U(3 A M80lM REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 4 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON WiDI' AN ICAL JOINT PIPE. S. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. FLG. COUPILING ADA R� NRS GATE VALVE WWI a 20euv (TYP-2) NR8 FLO 8An VALVE (TYP-2) PLAN VIEW CONCRETE LID W1 88"xmr SINGLE LEAF GALVANLZED STEEL HATCHWAY +2i,SD RATW) MODEL SIZE L1 W1 H1 DMIC-M 3" 8'-W W-O- 4'-6' 12AW DMC-OS4 4' 4'-6- 5'-0" 4'4- 'IMM DMC.CBE Jr I 4'-W 4'-0" 12;000 PROC MPfi: PARK EgUIP. CQ, LARGER COMPOUND (TYP) APPROVED METERS - SENSUpS�SM (U. B. GALLONS) APPROVED VAULTS - �11A1ST CONCRETE VAULT VW ADEQUATE ACCESS AN 0 VAULT DIMENSKM FOR METER KLEMD APPROVED MATIEZIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREIM RETAINER GLANDS1AfiLL BE BASED ON ALL M.J. Fnl1NGS, 06 DUCTILE IRON MT) ANY DEVIATIONS FROM THE AWVE SPOM41. OONDITIONBORAPPROVEDM VAUL'M CO MATERIALS M BE SUMO T}E 8 PRAT O A� DeEVIIATIIOON 6S, 72 HouRt �Q PIPE SUPPORT STEEL GRAVEL -GRATE AEN�D OAL ORAII FJ"A7YONVIEW CITY OF COLLEGE STATION METER VAULT ASSEMBLY Moto nipple - C3& 44 -m -1- Iaa vdw CU� Bea sell lid: rield d Castle er box, Ct Md w11N Meader !38 VA EsR CUSTOMER VALVE NO`TES- He, as obvilps. cc u 1Qswvkwuwk a.••.� Gera r0IFala rfOf880 Corporation Slop: Ford FIR 100041-1-112' S Servios b W ts: Type K ccPPar - soft - I4W Ford nuts kWh -C84.0e-1-IW (� Meter box vW M 5 = Ford Angle Stop - FV-49444W-1-112" 5A - Ford KmIght Stop- 8114MM-1-1►p" 5-00 Swivel nut- 03546-2-875 -1417 Ier:see w "lured tP.S.-1-t12' MsMrstiglbsr - d6>M M-1-1f2' Mdo lees and nd: old Castle peter boar CI Ild wIth Roder SW am"vow VALVE V VCUSTOMAL ER7 e� CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4" STRAIGHT OR ANGLE TAP - Is STRAIGHT OR ANGLE TAP - 1-1/2 W7-00 -- Wv7-01 W7-(l2 NOTES: © saddle, SS Arepar OO tbtumb ® Swivel nut - OW77 - r permats srsoo�arssndetlarn. C,ambrIdIp Boo Series or ® Melt adapter - BSIM 77.2- WRTMW 0 Brass nwe u,& - r x r © l3nrpuvration WWW Ford Fill 10007 (co tlraed) - r ® Meter bow and Rd: Old Castle mebr ® Survive babies: Type K aopper - ou - soft - 2- box, Cl Nd wMh Reeder ON Q Ford "vats "vow - CS4TT- r ®Huber bsw set adt QIA Coatis 1 r bon RSA" ® Meter box vahw T dM � - PV-43.777W - 2" 5A round valve Bell vsNe - Fordse suPw SWP - 611-7771M 2" Q Brass nk*W 1. Fa - 2- x 8- Q7 Brass mu pang I.P.S. - r CUSTOMER VALVE CUXTTObE.R �CVE CITY OF COLLEGE STATION iTRAIGHT OR ANGLE TAP - 2" 7-03 NOTES: 4. ALL OONNECTIONSTO BE OOMPRESMN TYPE. 2. MATIMBAL LOW SHALL BE AS SPECIFIED OR AN APPROVED EQNAL. & ALL 99RVICE WYES A E XTENSIONSARETO BE IRSTALLED WITH THE MAIN LINE CONSTRUCTION. 4- DOs METER BOXES ARE TO BE RAMOVED, TTiE IlIE1s METER BOXES "LL 9E OLD CASTLE. METER NVT Sae FORD PART NO. SW x 7-a" CES-W2-3 314- a r Lwa C44-Mll !f4' x 12' C88-2S-12 1' x Z.MV C 34-4a-2-425 1' x ILW Lwq C30444115 i �lr rstsr (&t-66-"75 1-1/2= Inter BBI946 2" NOW MI le CS4-77 2'wweushine BRIM-77 METIER a1N1VEL NUT OR NIPPLE METER ANGLE STO tN�f1 ((1-1/2' BALL VALVE -- SERVI OI Y) A W a a WA --- 4 Wx------�- VIEW A A - -- I 004UHLE SERVICE - ANGLE STOP 1-Irr BALL VALIr (FOR DOUKA aE CITY OF COLLEGE. STATION WATER SERVICE RECONNECTION 1 NMER ET ONIPPLE A I "K' p (2 FOR DOUB�VCM CE ,-1rl' lI 1' BRA88 M�IfE (1 FOR DOUBLESMV.) 7-04 CITY OF BRYAN The- Gcxx/I11�, 7msv S1jir..' i7 0 m o M ' V V.� 0 J a v L U /4 BURS 18- O.C.B.W. 2" CLEAR WiDTH r, 6" 6' COMPACTED SU90- - 6' LIME STABILIZED BASE NOTES: 1. CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE 2. TEST CYLINDERS TO BE TAKEN 1 PER 100 CY OF CONCRETE PLACED or 3 PER POUR (MIN). 3. ALL TRAFFIC IS TO BE EXCLUDED FROM PAVEMENT BY MEANS OF BARRICADES AND SKINS LNNTiL CONCRETE iS AT LEAST 14 DAYS OLD. 4. SUBGRADE AND CAME STAB. BASE TO BE COMPACTED TO MIN. 98% STANDARD PROC. (ASTM D 698) REINFORCED CONCRETE PAVEMENT 6' THICKNESS) NOT TO SCALE NOTE 1. ,ALL PAVEMENT SURFACES SHALL BE BROOM FINISHED PERPENDICULAR TO PEDESTRIAN TRAFFIC FLOW. 9�►o� 1ID AN LYoe �1/0W.ALW TDBE OILED�/snND. 4o SINE 4' MINI. bRCEDbRCED EXPANSION CAP SIDEIIIALK EAT & ODWIflAS VARIES PER PLANDEL 2% CROSS SIDPE MAX CURB AS PER STD. OIL A . ' A b cxEIB ! OUT"p WI • Ir O.CAW. b SIIOMDE • . l� Alf ! � � i 1 /4"R -\ jo-6' Lt 2' l3 -31 3 n-L J_• k- 6" 6 3/4' (VARIES PER PVMT SLOPE) 2" 3 3' 02 44' 24" 3" e =44 BARS D =3/4" X 18' SMOOTH EXPANSION DOWELS NOTE: 1. EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 50' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.-S. 2. SLOPE GUTTER PER GRADING PLAN TO ENSURE POSITIVE DRAINAGE MONOLITHIC CONCRETE SPILL CURB SECTION NOT TO SCALE 1 /4-R TOOL 1 /8" RAD. ALONG REINFORCING AS PER ALL EDGES 1/4" DEEP DETAIL NOTE: TYPICAL CONTRACTION JOINT, O 10'x10' SPACING. CONTRACTION JOINT NOT TO SCALE JOINT SEALER TOOL 1 /8" RAD. ALONG AS SPEC'D. ALL EDGES 3/4' EXPANSION JOiNT REINFORCING AS PER MATERIAL AS SPEC'D. DETAIL NOTE: TYPICAL EXPANSION JOINT, O _�...:d 50' SPACING, AND AT ALL OTHER • . e JOININGS WITH CONCRETE STRUCTURES. SMOOTH BAR DOWEL V2"X18" O EXPANSION CAP -INSIDE DIA. TO BE 18" O.C. (DOWEL TO BE OILED 1/16' GREATER THAN DIA. OF DOWEL W/ STD. NO. 40 SAE GRADE) & EXTEND - 1 /2 LENGTH OF DOWEL MATERIALS: EJT. FILLER TO BE "SEALTIGHT-FIBRE EXPANSION JOINT FILLER' EJT. SEALANT TO BE "SEALTIGHT-/164, HI -SPEC OR SOF-SEAL" HOT APPLIED SEALANT - BOTH AS MFD. BY W.R. MEADOWS, INC. EXPANSION JOINT (EJT) NOT TO SCALE SAWCUT ALONG THiS LINE REMOVE & DISPOSE OF CURB/CONC. PROVIDE JOINT MAT'L & SEALANT PER EXPANSION JOINT DETAIL. NEW CONC. PVMT. N0.4 BAR AS 1ST' PVMT. SHOWN AT 18" O.C., B.W. 2" CLEAR r 6 6" \ a SMOOTH BAR DOWEL 3/4'X18" O 18" O.C. W/ STOP CAP & OILED W/ STD. NO. 40 SAE. jw 24 " o =#4 BARS o ==3/4' X 18" SMOOTH EXPANSION DOWELS NOTE: 1, EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 50' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. 2. SLOPE GUTTER PER GRADING PLAN TO ENSURE POSITIVE DRAINAGE MONOLITHIC CONCRETE CURB do GUTTER SECTION NOT TO SCALE 0 0 6 o TOP VIEM NOTE: SURFACE TO BE DEGREASED PHOSPHATIZED WITH RUST RETARDANT UNDERCOAT, DIP COATED WN TWO COATS OF INDUSTRIAL GRADE FLAT BLACK ENAMEL, AND PAINTED. PROPOSED GROUND 8 ' 1/2" REBAR g � 1 X T 1/2- MOUNTING o ELEVATION CONCRETE PILLED STEEL PIPE BOLLARD 60 I.D. NOT TO SCALE 6' 6' 9' COMPACTED SU13GWE ` PAVEMENT JUNCTION FIRE COVERAGE EXHIBIT NOT TO SCALE FIRE COVERAGE ANALYSIS HYDRANTS SQUARE MIN REORD MIN REQ'D HYDRANTS PROVIDED FOOTAGE FIRE. FLOW # OF FIRE PROVIDED 400'-500' (sf) (gpm) HYDRANTS 300'+ 150' + 150' SOTS 1,500 1 1 1 1 GENERAL NOTES: SiTE SPECIFIC NOTES , A GEOTECHNICAL INVESTIGATION OF THE SITE SURFICiAL & SUBSURFACE 1- ALL UTKMES AND SERVICE LIES SHOWN ARE TAKEN FROM BEST AVALABLIE RECORD INFORMATION 1. THE EXISTING GROUND TOPOGRAPW SHOWN IN THESE PLANS IS BASED ON AN ON THE GROUND SOILS HAS NOT BEEN RECEIVED BY CEC. TO INSURE PROPER a4sm ON CONSTRUCTION UiAM MAP DOCUMENTS OBTAINED BY CML EM MIEERING CONSULTANTS SURVEY CONDUCTED IN JAHIJARY, 2014 (BASIS OF ELEVATION -cm OF COLLEGE STATION CPS SUBGRADE PREPARATION, PRIOR TO CONSTRUCTION, IT IS (CEC) FLioll cm ! INOEPoiDENT A 40M AND/OR ABOVE GROUND FEtD EVIDENCE. SHOWN MONUMENTATION) PRIOR TO CLEARING & GRUBBMrG OF THE CONSTRUCTION AREA. iT Is THE SOLE RECOMMENDED THAT A GEOTECHNICAL INVESTIGATION BE OBTAINED BY PO S MAY NOT REPRESENT AS -WILT POSITIONS.RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE IMPACT, IF ANY. CLEARING WILL HAVE ON THE DESIGN SHOW HEREON. THE CONTRACTOR MUST INSURE THAT ALL SUBSURFACE DEBRIS (TREE THE OWNER FROM AN INDEPENDENT GEOTECHNICAL CONSULTANT. A CONTRACTOR B R 011PI SELF TO REPORT ANY CONFUCTS BETWEFIN PLAN AND ACTUAL CONDITIONS ROOTS, ORGANIC MATERIAL, ETC.) HAVE BEEN COMPLETELY REMOVED. GEOTECHNICAL ENGINEERS RECOMMENDATIONS REGARDING SUBGRADE POOR TO OF WOW ELEMENT AFFECTED. OWNER AND ENGIINEER SMALL. NOT BE f 9P0i1S AE ACCURN&V OR COAPLEiIMESS OF WORMAT10N OR DATA RiWM ON TO 2. PRIOR TO REVEGERTiON OPERATIONS, CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE SUITABILITY, STRENGTH. AND ANY NECESSARY STABILIZATION SHOULD BE UU90 �' CONTRACTOR B TO GOHRACT OWNERS OF ALL UiLJ[E5 NO TOPSOIL TO A DEPTH OF 5'. OBTAINED IN A CERTIFIED REPORT. ADDITIONALLY, RECOMMENDATIONS �aF Nr11E= THE PROJECT MIA AND NOTIFY OF iMW AT LEAST i WE EX PIIOrt TO CON111e111CM 6 RE.4POMSOLE MR COORDINIMING WITH FACWITY OIINFIEs. CONTRIIICTOR ON PAVEMENT SECTION SHOULD BE INCLUDED IN THE REPORT. B MNIOY TLE EXACT LOCAT10N AM VERTICAL P06(TMING OF ALL PIPELINE$. DUSTING UTRJnM 3. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED Mi B/CS UNIFIED .TO AID EETIMCE USES LIMIT TiiE PRQIECT AREA WFIET}iER SlgWll ON THE PLANS OR NOT. AT LEAST 40 HOURS PRldt To CONSTRUCTION. CONTRACTOR Is RESPeNsei Fop coon N ATMIG WITH FACILITY >ECHI►NICAL SPECIFICATIONS - SPEC #M-92-19 SEEDING FOR ET OSM CONTROL IZ IF wITHIN/AOJAtEJNT TO LIVNp6GPE AREAS -PER THE LANDSCAPE PLAIN._ CONTRACTOR IS RESPONSIBLE THE FOLLOWING EARTHWORK & PAVEMENT NOTES ARE TYPICAL O M AID ANY RELOCJATION. REMOVAL., AND INSTALLATION. OR ADJUSTMENTS TO ALL EXISTING FOR WATERING. MAINTENANCE AND ESTABUSHHMENT OF GROSS FOR APEROO OF 90 DAYS. REQUIREMENTS FOR THIS AREA. ACTUAL REQUIREMENTS SHALL BE AS FACIL1111R:g IWARD FOR PROMWAoN OF THE WORK. CONiRACTOR 4 TO MAINTAIN STRUCTURAL CONTRACTOR To GUARANTEE ALL PLANTED MATERIAL ORDMTa AND DGVIACE FOR A PERIOD OF 8 OUTLINED IN THE GEOTECHNICAL REPORT. NIG MEY OF ALL PIPELINES. NES. ELECII IC TRANSMISSION POLES AND LFAM PERMANENT AND TEMPORARY MONTHS. GRONRH AND COVERAGE 94WLL BE DEFIED AS M OF THE PL WTED AREA WiTH UWoRM UTLMM M CONTRACTOR IS RE910MINU FOR ANY DAMAGE DOHS TO EXISTING UTRAY FACILME_S. COVERAGE OF GROSS GREATER THAN 1" IN HHECHT yIM NO #ARE SPOTS GREATER THAN 2 SQUARE EARTHWORK NOTES PAVEMENT, M. AS A RESULT OF CONSTRUCTION ACTMTiES. FEET. SECOND APPLICATION OF HYDROMULCM IS F40OL W FOR BARE SPOTS NOT MEETING COVERAGE REQUIREMENT WITHBN 60 DAYS OF INITIAL APPLICATION. CONTRACTOR TO CONTACT DIG-TESS O 800-344-8377 (TEXAS B71 1M HOURS PRIOR TO CONSTRUCTION. 5MPANIC ATTENTION SHOULD BE PAID TO UTLITRETI J>i WELL AS OIL AND 4. OWNER SMALL MAINTAIN EROSION CONTROL UNTIL ALL LANDSCAPE AREAS ARE ESTABLISHED. OWNER 1. PRIOR TO PREPARATION OF SUBGRADE AND ANY FILL OHPERA710NS, THE CONTRACTOR MUST CLEAR & GRUB OR OTHERWISE STRIP AREA OF TOP SOIL TO EXISTING, STABLE MATERIAL SURFACES GAS PIPELINE ES SHOULD A CONFLICT ARISE THE PROPOSED CONSTRUCTION AND S RESPONSI&E FOR CLEANUP FROM LANDSCAPING MATERIALS, MULCH OR LANDSCAPE SEDIMENT TRANSPORT THAT MAY OCCUR AFTER LANDSCAPE INSTALLAliON EXPOSED AFTER THE STRIPPING OF VEGETATION AND REMOVAL OR ANY SURF)CIAL SOILS SWILL THEN BE PROOF ROLLED TO LOCATE UNSTABLE OR NON- *4FORM AREAS. ROLLING EOUft*XNr 9 ALL UTILITY O CONSTRUCTION. AN EXISTING UTILITY. CONTACT CEC 48 HOURS PRIOR TO CONSTRUCTION. CONSIST OF PNEUMATIC TIRED RD AR WITH GROSS LOAD" TO BE AS NECESSARY TO PRODUCE 2. THE INTENT OF TITS PLAN SET iS TO DESCRIBE THE COMPLETED WORK TO BE PERFORMED UNDER S. CONTRACTOR SHALL COOROMNAiE WiTH CSU FOR EXACT DESIGN A INSTALLATION OF ALL SURFACE LOADING OF 2D L %9O RL CONTRACTOR TO OVER D CMATE UNSTABLE OR NDN-UNIFORN THE CONTRACT. Ui LM OTHERWISE PROVIDED. THE CONTRACTOR SMALL FURNISH ALL IMTERI" ELECTRICAL CONDUIT A TRANSFORMER PALLS, REFER TO CSU ELECTRICAL PLANS, IN THE EVENT AREAS, REMOVING AND REPLACIING WEER LAL WiTH NATIVE OR IMPORT GENERAL FILL MATERIAL SUPPLIES. TOOLS, COMMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION AND ELECTRICAL ROUTING OR PLAN SHOWN W CIVIL PLANS DIFFERS FROM THAT SHOWN ON CSU COMPACTED TO 96% STD. PROCTOR (ASTM D-698) AT A MOISTURE CONTENT OF OPTIMUM TO +3% COMPLETION OF THE WORK. ELECTRICAL PLANS, CSU ELECTRICAL. PLANS SHALL GOVERN. OF OPTIMUM. ONLY AS MUCH TOPSOIL AS IS REQUIRED TO PLACE IN RIGHT OF WAY OR OTHER DISTURBED AREAS OF THE SITE FILL IS TO 13E STOCKPILED FOR USE IN FINISHED GRADING. 3. CONTRACTOR IS TO MAINTAIN AND INSURE V(nMRRTY OF ALL EXISTING UTILITIES. CLOSE ATTENTION 6. CONTRACTOR SHANL. COORDINATE WITH COLLEGE STATION UTLMES (CSU). SUDOENLINK, & VERIZON REMAINDER OF TOP SOiL IS TO BE REMOVED & DISPOSED OF OFF SITE B TO BE PAD iD ANY EXITING POMIEIt. TFIJ:PHDiIE. R FIBER OPTIC LINES k POLES FOR NEW POWER POLE LOCATION. CHARACTERISTiCS OF THE SLOGRADE LAYER SHOULD BE VERFIED BY IN -PLACE DENSITY TESTS. THE 4. CONTRACTOR IS TO CONTACT THE COLLEGE STATION UTILITIES. CiTY OF COLLEGE STATION PUBLIC 7. CONTRACTOR SMALL COORDINATE WiTH VERIZON & SUDDENUNK FOR DUCT DESIGN & INSTALLATION TESTS SHOULD BE PERFORMED AT AN AVERAGE RATE OF ONE TEST FOR EVERY 2.000 SQUARE FEET WORKS DEPARTMENT AT LEAST 46 HOURS PRIOR TO STAM M CONSTRUCTION. OF COMMUNICATIONS CONDUIT. OF BUILDING PAD SUBGRADE AREA AND EVERY 4.ODo SQUARE FEET OF PAVING SUBGRADE AREA 5. UNLESS 07►ERWISE OIRECTED BY THE OW IM ALL MATE7t1AL.S AND DOWS DEMOLISHED OR 8. THE CONTRACTOR a RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL PUBLIC. PRIVATE AND 2. PRIOR TO PREPARATION OF SUBGRADE AND ANY FIT. OPERATIONS. THE CONTRACTOR SHALL REMOVED SMALL 8 COME THE PROPERTY OF TIE CONTidICTOR AND SMMAL BE REMOVED FROM THE FRANCHM UTILITIES WITH EARW RK & PAVEMENT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE COORDINATE W IEFn NG LAB TO ENSURE ALL TOPSOIL AND UNUSABLE MATERIAL HAS BEEN SiTE ARID DISPOSED OF N A MANNER SATISFACTORY TO THE OWNER. ARCHITECT ! ENGINEER. FOR DEiERMMMNG NECESSITY. FURNMHMi ! MNTALLING ANY NECESSARY UTILITY, LJWI NG OR REMOVED. UNSTABLE. WEAK TOP SOILS MAY RANGE TO 4'+. IRRIGATION CONCUR OR SLEEVES PNOR TO 9UIIIIM1DE PREPARATION & PAVING OPERATION. 6. CONTRACTOR TO MAINTAIN A SAFE AND SECURE SITE. TRENCHES ARE NOT TO REMAIN OPEN PAST CONTRACTOR IS RESPONSIBLE FOR DETEIMMM710 N OF UTILITY INSTALLATION ORDER MARK ALL Ui1LITY 3. FILL PLACED OUTSIDE OF THE BUILDING PAD AREA IN AREAS PLANNED TO BE PAVED MAY CONSIST WORKING HOURS. CONTRACTOR iS TO FENCE OFF ANY STORAGE AREA FOR MATERIALS AND STUB -OUTS AND COMMIT OLDS WITH 4' PANTED PVC EXTENDING 4' ABOVE FINISHED GRADE. OF A UWWORII MATERIAL WiTH LAW TO MODERATE PLASTICITY THAT PIA,S PI VALUES OF BETWEEN EQUIPMENT. 15-19. WCLLIS OL ALONG WITH A MAI0NNM1 LL VALUE OF 40. THE FILL MATERIALS SH WW 9. CONTRACTOR SHALL FURNISH & INSTALL ALL ELEMENTS OF SITE IRRIGATION SYSTEM AND RUN ALL GENERALLY CLASSIFY AS SC OR CL TYPE SOILS UNDER THE USCS OR AS SC. CX OR CM TYPE SOILS 7. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACEiNT PROPERTIES AND PUBLIC NECESSARY CONDUIT. PIPING. WIRES. ETC. SO THAT THE IRRIGATION SYSTEM IS OPERATIONAL. REFER UNDER THE ORIGINALLY PROPOSED USCS SOWS CONTAMYNG AN EXCESSIVE AMOUNT OF SILT (I.E., RIGHT OF WAYS AND IS RESPONSIBLE FOR CLEANUP IF SUCH OCCURS. CONTRACTOR S TO INSURE TO LANDSCAPE PLAN FOR IRRIGATION SYSTEM DESIGN. GREATER THAN APPROXIMATELY 20 TO 25 PERCENT) WITHOUT A CORRESPONDING PERCENTAGE OF NO CONSiRUCTION OEM at MUD IS 7WCKFD OR DI JMM ON TO ANY PUBLIC OR PRIVATE CLAYS TO 'BALANCE" THE SILTS. SHOULD NOT BE USED. STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTO EACH DAYS WORK. CONTRACTOR IS 10. ALL PO MI W ROCK RUBBLE RIP -RAP To BE LIMESTONE. STONE. TO MAKE USE OF IB19CT MANAGEMENT PRACTICES TO PRLYEIT SEDIMENT FROM LEAVING THE SITE OR FI &9 QUM � ee USE GENEIIALLY 100 lb-250 Ib PIECES AT ALL STORM SEWER OUTFAL S. SMN.LER FILL TO BE COMPACTED TO 98% OF THE MAXIMW DENSITY AS DETERMINED BY ASTM D-698 AT A ENTERING EXISTING WOW SEWER OR CREEK AREAS. CONTRACTOR SHALL MAWTAIN EROSION CONTROL ROC( TO BE USED IN FILLING VOIDS. ROCK TO BE INSTALLED TO 1.5' MIN. THICKNESS. EMBED ROCK MOISTURE CONTENT OF OPTIMUM TO +3% OF OPTIMUM. FILL TO BE PLACED IN 6' LIFTS. THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED. A MINIMUM OF 12' INTO GROUND. INSTALL. SOIL RETENTION FILTER FABRIC BE N01TH ROCK PER rXDOT S. CONTRACTOR 5 TO HYDRdLU1L'HI SEED ALL DISTURBED AREAS FOR RE-fSUABLISIi1ONT OF S. CONTRA IS TOES BUSH EXT MATERIAL SPEC. 0-9-6200, TYPE 2, ROCK TO BE HMO RACED PROVIDING A NEAT, UNIFORM, FINISHHED, TIGHT SURFACE IN ACCORDANCE W/ TXDOT SPEC. ITEM W2. STONE RIP -RAP (TYPE R). 4. TOPSOIL SHALL BE STOCKPILED ONLY AS NE ESSAijY FOR IaEPLACOMII NT IN NON PAVED AREAS. MAXIMUM HEIGHT SHALL NOT EXCEED 10'. AND THE S16E SLOPE SHALL NOT BE STEEPER THAN 3:1. OR 70 DISK AREAS 70 BE SEEDED TO A DFP'TN OF TO EXCESS TOPSOIL IS TO 13E HAULED OFF SITE AND DISPOSED OF BY THE CONTRACTOR. GUARANTEE COVERAGE AND ESTABLISHOENt OF GRASS FOR A PERIOD OF 8 MOS. (OVERAGE SHALL BROKEN CONCRETE MAY NOT BE USED FOR PERMANENT INSTALLATIONS. NO SOIL SHOULD BE VISIBLE BE DEFINED AS 95X OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THLAN 1' THROUGH RIP -RAP. 5. SUB -GRADE FTWIL COMPACTION OF THE SUB -GRADE TO BE WX OF THE MAXIMUM DENSITY OF IN HEDCHNT WITH NO BARE SPOTS GREATER THAN 2 SF. THEMIXTURE AS OE7ERMIl ED BY ASTM D-698 AT A MOISTURE CONTENT BETWEEN OPTiMMUM TO +3% 0 E CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL UTILITY NOTES 1JLLuo MD 90LIO WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SWAM USE ALL MEANS 6. STABIL00M SUB -GRADE SHALL BE UME CM CEMENT STABILIZED AS RECOMMENDED IN A HEMLY TO PREVENi THE OCCURRENCE OF WIND BLOWN UTTER FROM THE PiNOJECT SITE. 1. TRENCH BACKFlLL SFUAIt BE CEMENT STABILIZED SAND IN ALL AREAS TO BE PAVED AND WITHIN 2' GEOhTSMrC'x MNESi1C,AT10N TO A DEPTH OF NOT LESS THAN 8'. APPLICATION LATE SHALL BE 10. MMKY BURY FOR UTILITIES! OF PAVED AREAS. ASSUMED 6% BY UW WEIGHT OF THE SUB -GRADE FOR BOOM PURPOSES. MECHANICAL MEANS SHALL BE USED TO INSURE LIME OR CEMENT IS THHOROUGHHL.Y NNW N WITH THE SUB -GRADE. 3LDOE/LINK it VOMON - 2' BURY SI�LMC 77� OPTIC - 4' BURY 2. PROVIDE CAST IRON CLFANOUT CAP FOR ALL CLEANOUTS LOCATED IN PAVED AREAS. COMPACT THE SOIL MIXTURE TO A DENSITY OF AT LEAST 98X STANDARD PROCTOR (ASTM D-898) AT A Noarwtt CONTENT BETWEEN OPTIMUM To 3X ABOVE OPTIMUM. UNDIIIIIIIIIIINDUND PftWY ELECTRIC LINE - 4' BURY 3. PLUG AND MARK SERVICE ERNS AT SURFACE WITH 2' PVC PIPE PAINTED BLUE DM30MK: 4' UOiBRIPROUTD ELECTRIC SERVICE - 2' BURY ABOVE GROUND. 7. TESTING REQUiREMEINTS. SINS_ 3' N3URY THE OWNER SHALL OBTAIN AN INDEPENDENT TESTING LABORATORY TO CONDUCT ALL. til111F>ir>lNE - 4 BURY ACTION TESTM. CONTRACTOR 6 RESPONSIBLE TO NDTfY AND COORDINATE WITH LABORATORYINADVANCE OF WHIN OPEitiA710NS WILL BE PERFOAMM MMiML TESTING SMALL BE PAN) FOR BY THE OWNER. FAILED TESTS AND RE-1M SHALL TIE POND PTIRt BY THE CONTRACTOR 01% WILL NOT HE W COPIES OF RESULTS 1D BE DELIVERED TO OWNER MO SUB -GRADE ►ATDWA - OPTIMWl MOISTURE/DENSITY RELATIONSHIP TO BE DETERMINED AT RATE OF ONE SAMPLE PER MATERIAL ENCOUNTERED. IN TRACE DENSITY O MOISTURE CONTENT TESTS TO BE TAKEN AT A RATE OF 1(MINIMUM) FOR EVERY 250 SY FOR EACH 6' OF COMPACTED THCiNESS. LEE STABIUUTiON_ A LIME SERIES SMALL BE RUN TO DETEIIYME THE EXACT AMOUNT OF LIME TO 13E ADDED TO THE SUBGRADE PRIOR TO COMMENCEMENT OF LIME STABILIZATION. LIME STABILIZED SUB -GRADE: IN -PLACE DENSITY of MOISTURE CONTENT TESTS TO BE TAKEN AT A RATE OF 1(1NNHYUM) FOR EVERT' 250 SY FOR EACH 6' OF COMPACTED THICKNESS, 8. FINISHED GRADING: CONTRACTOR TO GRADE TO 6' BELOW FINISHED GRADES IN ALL AREAS TO BE REVEGETATED. ALL AREAS ARE TO BE NEATLY GRADED TO DRAIN. SPREAD AT LEAST 6' OF TOP SOU. DISK AND HHYDROM ULCH FOR PERMANENT VEGETATION. ASSURE POSITIVE DRAftAGE ACROSS Q(TiRE SITE: AND ALL REGRADED GRASSED AWAS. PAVEMENT NOTES I. CONCRETE SMALL IE 4000 PSI. 28 DAY STR04GTH PORTLAHD CEMENT CONCRETE TEST CYLINDERS SHALL BE TAKEN 1 SET OF 3 PER 100 CY OF CONCRETE PLACED OR A MINIMUM OF 1 SET OF 3 PER STRUCTURE AT TiME OF POUR. 2. CONTRACTOR SHALL EXCLUDE TRAFFIC FROM CONCRETE PAVEMENT HY MEANS OF BARRICADES AND SKINS UNTO. CONCRETE IS AT LEAST 14 DAYS OLD, CONSTRUCTION TRAFFIC SHiALL BE EXCLUDED UNTiL CONCRETE HAS REACHED DESKI1 STRENGTH. LANDSCAPE CALCULATIONS 3. CONTRACTOR SHALL PAINT FOR THE PAIIIOT� AN NG AREA AS INDICATED ON THE PL. THE • _STRIPING SOUD LINE REPRESENTS A BE PAINTM. CONTRACTOR IS ONSIBLE WIDE SOLID WHITE UNE�DOfk�MANCE TO PAINT HANDICAP MARKNSNE'S G4 AND LOADING ZON WITH CURRENT ADA,/TPAS STANDARDS AND ALL FIRE LANE MARKiNGS IN ACCORDANCE VM CRY OF COLLEGE STATION LANDSCAANG REQUIREMENTS: REQUIREMENTS. POINT CALCULATIONS: 4. MATERIAL AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO M34 ON OF THE TXDOT SITE AREA: 13,235 SF STANDARD SPECFHCAAONS FOR CONSTRUCTION OF HIGHWAYS. STREETS, AND FRIDGES. WITH THE 13,800 / 1000 = 13.8 x 30 = 414 POINTS POINTS (MIN) FOLLO*lNC EXCEPTIONS: 1) TYPE I MARKING MATERIALS NEED NOT BE PURCHASED FROM THE DEPARTMENT. AND 2.) GLASS BEADS MAY BE OMITTED. MARKING MAiERIAL SHALL BE TYPE L __-800 POM11i5 REQUIRED: 800 POINTS PROVIDENT' LANDSCAPING: NEW CANOPY TREES (Container) 3 O 300 POINTS (3.5" CAL. minimum) 900 POINTS ------------------------------------------------------------ TOTAL POMITTS: 900 POINTS NOTES: 1. MINIMUM REQUIRED FIRE FLOW FROM TABLE 8.105.1 OF 2012 INTERNATIONAL FIRE CODE (BASED ON TYPE V-B CONSTRUCTION) 2. MINIMUM # OF FIRE HYDRANTS FROM TABLE C.105.1 OF 2012 INTERNATIONAL FIRE CODE. MINIMUM HYDRANTS PROVIDED ARE 1 WITHIN 300' LAY OF FIRE HOSE+150' RADIUS (PER CITY OF COLLEGE STATION CODE OF ORDINANCES CH 6. SECTION 1.B.(1) & 1.B.(18) SCALE: 1 "=40' PLANT LIST: KEY QUANTTTY SIZE COMMON NAME POINT VALUE POINTS COMMENTS CANOPY TREES: 3 3.5" CAL. LIVE OAK 300 900 3.5" CALIPER MINIMUM o (Quercus Virginia) AT 12" ABOVE GRADE. 2 2" CAL. DRAKE ELM N/A (BUFFER) N/A 2" CALIPER MINIMUM (Ulmus po►vifolia 'Droke') AT 12" ABOVE GRADE. 6 5 GALLON YAUPON N/A (BUFFER) N/A 3' MINIMUM HEIGHT ( ) (Ilex vomitoria 'nano') LANDSCAPE PLAN SCALE: 1 "=40' REVIEWED FOR COMPLIANCE F€6 2 0 2014 MTH GAkL-tue 5 imt SON DEVELbPMtIfdfi 9E11VICES LE- O O z O O o Q <C 0 --1 0 > J� Lli CD o Q(D z (n 00 N 2:Z 71 z QW o w w U z � Cn -1 < Q w Q cc) W th Cn ci Z Q W O, v cj CO co Q ON U L XLLJ w .Z W W a LL z 12` z - m z W W O X w W LU z J� z U w cl c I �Al *.:... ,r ALFRED A . PAINLI ....... ....... ........ Z O In Z I- W 2 v 0 6 0 U W C] U O wo tl o> 0 D W > laJ U W Cr L) Q 0 � CV SCALE: AS NOTED DRAWN BY: AAP APPROVED BY: SMK DATE: 01 /20/2014 FILE: C 1.3 A E L' \ \ LOT 12 \ a+ v C o v \ c 0 U 0 ' U I10 o ' 0 a i N U i 0 L Q c v i / r 1 � r \ r r r.^ r BLOCK "Y" UNIVERSITY PARK SECTION II VOL 519, PG. 384 ZONED T \ `t TRIBUTARY TO BURTON CREEK \ I SCALE: ' 100 YEAR F"LOODPLAIN (HORIZONTALLY POSITIONED) LOT 3B, BLOCK 1 1.07 ACRES THE GATEWAY PHASE 3 ZONED GC r UTJLJTY DEMANDS PARKING ANALYSIS 0 WATER & SANITARY SEWER DEMANDS: 5 - 2 BDRM DWELLING UNITS PROPOSED LOT 3D IMPROVEMENTS: ENTIRE DEVELOPMENT U Z GENERAL: 5 - 2 BDRM DWELLING UNITS O BDRM >130 SF 54 - 3 BDRM DWELLING UNITS Oz Q AVE DAILY DEMAND ....... 100 CPD CAP 100 GPD BDRM 24 - 4 BDRM DWELLING UNITS 5- 2 BDRM DWELLING UNITS cn W W � NEW REQUIRED PARKING: n :5- -J m p PROJECT SPECIFIC: __ L- AVE DAILY DEMAND ............ 100 GPD/BDRM 0.07 GPM/BDRM 15......1.5 SPACES PER BDRM (10 BDRM >130 SF) NEW REQUIRED PARKING PHASE 1: % Y TOTAL......... 100 GPD/BDRM*10 BDRM=1,000 GPD 0.7 GPM 162.........3 SPACES PER 3 BDRM DWELLING UNIT Q U) ::) O t_V � U 96.......4 SPACES PER 4 BDRM DWELLING UNIT Z � OD C\I T Z Z NEW PROVIDED PARKING: r- O PEAK HOURLY DEMAND..... 0.28 GPM/BDRM=16.8 GPHr/BDRM 15......1.5 SPACES PER 2 BDRM DWELLING UNIT 111 \O U Z TOTAL...... 16.8 GPHr/BDRM•10 BDRM=168 GPHr 17 STRAIGHT IN PARKING - z O w i , O LLJ >_ - > 'PER 8/CS fA1pE1JIffS PEAK MRLY DEIMND-AVE LL11LY : + 273...... TOTAL. FOR 83 DWELLING UNITS ® DESIGNATES PARKING SPACE COUNT TOTAL PROVIDED PARKING (EXISTING & NEW) > U w Q Q 326 STRAIGHT IN PARKING Q OU W xiD (n KEY NOTES SIT. SPECIFIC NOTES co � 0 � � w 0 c' Q Q\ U LLI SITE & PAVEMENT 1. PROJECT IDENTIFICATION: z W X z v N PROJECT NAME: GATEWAY PHASE 3, LOT 3D CONDOMINIUM DEVELOPMENT w Z I- Q __ i � �_ Li O1 EXISTING CONCRETE PAVEMENT LOCATION: 750' NORTH OF UNIVERSITY DRIVE ALONG THE PRIVATE PORTION OF 2� EXISTING CONCRETE CURB & GUTTER FOREST DRIVE, WEST OF THE TRIBUTARY TO BURTON CREEK Z Cr � W O LEGAL DESCRIPTION: LOT 30. BLOCK 1, THE GATEWAY PHASE 3 O3 EXISTING MAIL BOX STATION RICHARD CARTER SURVEY, A-8 z - Q _Z COLLEGE STATION, BRAZOS COUNTY, TEXAS W LLB X � O4LLI EXISTING DUMPSTER PAD & ENCLOSURE 0 W 2. OWNER/APPLICANT INFORMATION: z F- z O5 EXISTING CONDOMINIUM UNITS (OFF OF LOT 3D) BRAZOS GATEWAY PLACE DEVELOPMENT, LTD. z DAVID SCARMARDO, PRESIDENT © EXISTING PARKING SPACES SERVING GATEWAY PHASE 4 (TO REMAIN) 1289 NORTH HARVEY MITCHELL PARKWAY - Ui BRYAN, TEXAS 77803 O7 SAW CUT, DEMO & REMOVE EXIST CONCRETE CURB (979) 779-7209 O8 SAW CUT, DEMO & REMOVE EXIST CONCRETE PAVEMENT W/ CURB 3. TOTAL SITE AREA: 0.76 ACRES O9 6" THICK REINFORCED CONCRETE PAVEMENT 4. CURRENT ZONING: R-4 MULTI FAMILY RESIDENTIAL CEC� 10 6" HIGH MONOLITHIC REINFORCED CONCRETE CURB & GUTTER 5. CURRENT LAND USE - VACANT 11 4" THICK REINFORCED CONCRETE SIDEWALK 6. PROPOSED USE & IMPROVEMENTS: 1-5 UNIT CONDOMINIUM BUILDING WITH ASSOCIATED DRIVE AISLE, PARKING, WATER, SANITARY SEWER SERVICE, & O 1© 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) LANDSCAPING IMPROVEMENTS. ASSOCIATED FILL WITHIN FLOODWAY FRINGE IN 1� FIRE LANE DESIGNATION: 8" WIDE FIRE LANE STRIPE PAINTED RED WITH ACCORDANCE WITH FEMA AND CITY REGULATIONS IS PROPOSED. WORDING `FIRE LANE - NO PARKING - TOW AWAY ZONE" IN 4" WHITE 7. 5 DWELLING UNITS IN 0.79 ACRES: DENSITY=6.3 DU/AC (PHASE 3) LETTERS. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN (15) FEET APART. 83 DWELLING UNITS IN 8.35 ACRES: DENSITY=9.94 DU/AC (TOTAL DEVELOPMENT) PAINT CURB OR PAVEMTENT WHERE NO CURB IS PRESENT �% 14 PIPE BOLLARD 8. A PORTION OF THE SUBJECT TRACT LIES WITHIN THE 100 YEAR FLOODPLAIN r`/-i ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND 15 4' WIDE CONCRETE FLUME WITH ROCK RIP -RAP AT OUTFALL INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0215E, MAP NO. O W 16 CONCRETE WASHOUT AREA -CONTRACTOR TO REMOVE ALL WASTES PRIOR TO 48041CO215E EFFECTIVE DATE: MAY 16, 2012. "ter FINAL GRADING OF LANDSCAPED ISLAND. 9. BUILDING SETBACKS SHOWN ARE PER CITY OF COLLEGE STATION UNIFIED ✓��' DEVELOPMENT ORDINANCE ARTICLE 5. - 21 NOT USED 10. ALL 90' BENDS IN ELECTRICAL & COMMUNICATIONS CONDUIT TO BE 36" RADIUS h"+� SWEEPING 90'S. GRADING AND DRAINAGE (REFER TO SHEET C1.2) 11. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRIGATION O, IL-7PRESSURE GRATE INLET (AREA INLET) SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM BREAKER, A REDUCED r T 1 r 1 PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK -FLOW ® EXISTING 24" RCP WITH SLOPED END TREATMENT & RIP -RAP DEVICE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE 2394. Q4 - NOT USED 12. KEY NOTES INDICATE PROPOSED ITEMS TO BE FURNISHED AND INSTALLED BY W O SITE CONTRACTOR UNLESS OTHERWISE NOTED. N WATER SERVICE 13. DRAINAGE DESIGN: IN ACCORDANCE WITH THE GATEWAY PHASE 3 RAPID 31 EXISTING 6" PVC WATERLINE CONVEYANCE DOCUMENTATION DATED NOVEMBER. 13, 2007 AND APPROVED BY THE r CITY OF COLLEGE STATION, ON -SITE RUNOFF WILL BE DISCHARGED INTO THE v ® EXISTING 3" PVC PUBLIC WATERLINE EXISTING TRIBUTARY CHANNEL UNDETAINED. M ® EXISTING IRRIGATION SLEEVE AT 2' BURY 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE 1Q © REMOVE CAP ON 6" TEE, INSTALL 6"X4" M.J., D.I. REDUCER WITH 4" GATE VALVE. INSTALL SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLICPKit 4" SERVICE LINE WITH NECC. BENDS/FITTINGS FOR MULTIPLE DOMESTIC SERVICES RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, ® 1" SINGLE DOMESTIC WATER SERVICE -CONSTRUCT TO BALL VALVE (CURB STOP) MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BECOORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED O 0-41 MARK W/ 2" PVC PAINTED BLUE APPEARANCE. ® STANDARD RESIDENTIAL WATER METER W/BOX & APPURT. INSTALLED BY CITY 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 1' TYPE K COPPER SERVICE TUBING 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT L PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT ®- 41 NOT USED LIGHT HORIZONTALLY. FIXTURES WILL bE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. SANITARY SEWER SERVICE 16. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (REFER TO SANITARY SEWER PLAN/PROFILE) (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, EXISTING 6- PVC SANITARY SEWER LINE SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND O ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 1 O EXISTING SANITARY SEWER MAINLINE CLEANOUT-REPLACE CLEANOUT WITH DIRECT TRAFFIC, CAST IRON CLEANOUT INSTALLED AT FINISHED PAVEMENT ELEVATIONS E�15�ING FAIR' �8��8" AWE FINISHED 100' WIDE ZONING BUFFER - REQUIRED GRADE OR FLUSH WITH FINISHED PAVEMENT (AS NECESSARY) AS A CONDITION OF REZONING PER O 44" SINGLE (PVC SCHED 40 BELL END PIPE) SANITARY SEWER SERVICE (DEEP ORDINANCE NO. 2239. �j U `--' CUT CONNECTION) INSTALL 1 CLEANOUT WITHIN EASEMENT AND 1 PRIOR TO } ENTERING BUILDING ®4` DOUBLE (PVC SCHED 40 BELL END PIPE) SANITARY SEWER SERVICE (DEEP REVIEWED FOR CUT CONNECTION) CONSTRUCT 1 CLEANOUT WITHIN EASEMENT AND 1 PRIOR TO ENTERING BUILDING. COMPLIANCE ®EXISTING 12" PVC SANITARY SEWER LINE `••������1 49 - 5© NOT USED FEB 21 2014 2' LINE TABLE: _ �E of T�r91,t LINE BEARING DISTANCE �# •. * f� COLLEGE STATIOW L1 ' N42'00'27"E 48.81' j • : : ,t ENGINEERING -,.......................... ......., LECTRICAL SERVICE - CONTACT COLLEGE STATION UTILITIES L2 s11bs'39 E 40.93 / ALFRED A. PAIN RIOR TO CONSTRUCTION FOR EXACT SPECIFICATIONS. L3 S21.07'29"E 91.81' j •'. ® EXISTING UNDERGROUND PRIMARY ELECTRIC LINE (4-4" PVC) -- "T °•^°'"" L4 S05.02'02"E 28.52' �I i ® AV EXISTING UNDERGROUND PRIMARY ELECTRIC LINE (2-2" PVC) CLEIVA ow L5 S02.07'39"W 48.78' ^� �+ � '' L6 S31-18.45"E 38.67' �••� EXISTING OVERHEAD PRIMARY ELECTRIC 4 �' L7 S61.22'22"E 42.74' ® EXISTING POWER POLE L8 S48.52'22"E 13.11' �j Rye! (RED L9 S08.56'55"E 16.09' © EXISTING ELECTRIC PULL BOX +I I L10 S24'07'32"W 33.42' "f� G SWI TCH IC ECT G E T ® EL11 S57'34'08"W 14.05' EXISTING SIH EAR * �� L12 S45'28'43"W 33.26' 5® EXISTING ELECTRIC TRANSFORMER 'I'i� L13 S74.40'45"W 56.94' .Lt}' ® INTERCEPT EXISTING PRIMARY LINES &EXTEND 2-2" SCHED 40 GRAY L14 S51'23'35"W 24.95' -n-,; . L15 N48.04'07"W 63.25' PVC PER CSU REQUIREMENTS O 4' BURY W/ PULL STRING & CAUTION i �""I `I : i .�3i P0 TAPE. TURN UP ENDS INTO TRANSFORMER. CSU WILL DISCONNECT AND _..____ REMOVE WIRE. Z In 61 UG PRIMARY ELECTRIC CONDUIT 2-2" SCHED 40 GRAY PVC PER CSU o z REQUIREMENTS O 4' BURY W/ PULL STRING & CAUTION TAPE. TURN WCINIIY MAP a UP ENDS INTO PROPOSED TRANSFORMER AND AT PROPOSED POWER h a Tt POLE RISERS NOT TO SCALE Q w O © ELECTRIC TRANSFORMER (INSTALL PAD PER CS UTILITIES REQURRMENTS).- 64 POWER POLE (CONTRACTOR TO SUPPLY RISER PIPE) W U o 64 UG ELECTRIC SERVCE-INSTALL 2-4" SHED. 40 GRAY PVC CONDUIT O 2.5' w o BURY w/PULL STRING. CAP & MARK ENDS w/ 4" PVC PIPE PAINTED RED; O_ TURN ENDS UP INTO TRANSFORMER(S) WHERE REQUIRED, EXTEND TO WITHIN 5' y fl w OF BLDG PANEL LOCATION (CONTRACTOR TO RETURN & INSTALL CONDUIT FROM Li Z SVC END TO BLDG METER PANEL & STUB SVC UP ONCE BLDG CONSTRUCTION w IS COMPLETE. BUILDING ELECTRICIAN TO PROVIDE AND INSTALL SERVICE WIRE i w AND CONNECT CONDUIT STUB UP TO METER PANEL.) _f'` Ir ® WALL MOUNTED ELECTRIC METER BANK FOR MULTI UNIT BUILDING (BY OTHERS)ul r 66 - © NOT USED CITY OF BRYAN o VERIZON COMMUNICATIONS - TO FOLLOW ELECTRICAL N SUBJECT ROUTE. CONTACT VERIZON FOR EXACT SPECIFICATIONS. SCALE: 1 "=20' ®EXISTING OVERHEAD VERIZON LINE TRACT ,����, DRAWN BY: AAP EXISTING UG VERIZON SERVICE, 2-4' PVC CONDUIT O 2.5' BURY J� APPROVED BY: SMK ©UG VERIZON SERVICE, INSTALL 2" PVC CONDUIT w/ PULL STRING FROM o END TO MAIN LINE STUB UP TO PEDESTAL TO BLDG ONCE BLDG DATE: 0' /20/2014 CONSTRUCTION IS COMPLETE, TURN UP 4' AT BLDG, CAP ENDS, FOLLOW ELECTRIC ROUTE (NOTE ACTUAL LOCATION NOT SHOWN ON PLAN) ��'� FILE: C1.1 © - © NOT USED SUDDENLINK COMMUNICATIONS - TO FOLLOW ELECTRI ` ROUTE. CONTACT SUDDENLINK FOR EXACT SPECIFICATI S REVIEW SHEET ® EXISTNG OVERHEAD (ASSUMED) A AD A ©UG CABLE CONDUIT, INSTALL PER SUDDENLINK REQUIREMENTS, FOLLO C,/OI�i1!r �.. A 1%E ELECTRIC ROUTE (CONTRACTOR TO RETURN & STUB SVC UP AT BLDd ONCE BLDG CONSTRUCTION IS COMPLETE) FEB 2 0 14� ®-� F CULL, -Ur- 0IMI INDICATES REVISIONS/CLARIFICATIONS/ADDITIONS TO PLANS AS OF 2/AR WfiLOPMENT SERVICES i FOR RICHARD CART R- S'URV Y A-8 `QCO EG S ATION, BRA OS COUNTY, T XAS tee+ JANUARY, 2014 A _— ?I REVISED MM REVIEW 02 14 2014 PER CITY / / E COMMENTS #1 TABLE OF CONTENTS CITY OF BRYAN C1.1 SITE PLAN �G C1.2 GRADING PLAN & EROSION CONTROL PLAN OWNED & DEVELOPED BY. 's�� ��� C1.3 NOTES, DETAILS, AND LANDSCAPE PLAN U BRAZOS GATEWAY PLACE DEVELOPMENT, LTD.. ti� SITE LOCATION �� of W2 B CS STANDARD WATER Co EGE STA TI N / E DETAILS P.O. BOX 4508 S2 B/CS STANDARD SEWER DETAILS BRYAN, TEXAS 77805 Ln 979l 779 -- 7209 a � tK GQ�P R rn t W LEGAL DESCRIPTION R ►00 <� . LOT 3D, BLOCK 1, THE GATEWAY PHASE 3 'E�P s� NP REVIEWED FOR 41 P , �o COMPLIANCES OD L' S` QQ 1T.3 L 1 2014 f COLLEGE STATION F ENGINE ERING d S o PREPARED BY: / c m CEC KLING ENGINEERING & SURVEYING aA DIVISION OF A•4 .. n CIVIL ENGINEERING CONSULTANTS a 4 a d 4101 S. TEXAS AV. STE A + BRYAN, TX + PH.979/84F _1 S r J I L vTR J I L vTR J I L vTR CIRCUITED VENTED �-3" SEGMENT <1= 8 +-3" SLOPE 4' / FT �3 _VENT ACK-FLOW PREVE• � � —I � I � � COLDNTER ON MAIN HOT U2 1 /2" " al o-" I �1 /2��-1 " �. If 1-1/411 211 1-114 It 7 L L it LL SINK � U LAV I I i42WM2 DW I �1/211 �r2,� (WC-1 DRAIN TYP 2 BR/2BA—SECOND FLOOR PLAN 5-UNIT CONDO BLD 2BR w 2 %2 BUILDING GENERAL NOTES: 1.INLET TO BACKFLOW PREVENTER TO BE AS CLOSE TO SERVICE AS POSSIBLE (IMMEDIATELY AFTER WATER METER). 2. BACKFLOW PREVENTER IS TO BE TESTED BY A CERTIFIED TESTER. 3. FINISH GRADE UNDERNEATH THE BACKFLOW PREVENTER SHALL BE AT 95% COMPACTION. 4. BACKFLOW PREVENTER SHALL BE 12" TO 24" ABOVE FINISHED GRADE. 5. PROVIDE ELECTRIC WATER HEATERS (SIZED BY CONTRACTOR) FOR ALL UNITS. b. ALL HOSE BIBBS SHALL BE FREEZE PROOF WITH WITH A KEYED ACCESS COVER. FLOOR WASTE PLUMBING PIPING LEGEND SYMBOLS DESCRIPTION -- SANITARY VENT SANITARY SEWER • DOMESTIC COLD WATER • DOMESTIC HOT WATER HOT WATER RETURN -- - NATURAL GAS COMPRESSED AIR STORM ROOF RUNOFF J 1 L VTR J L VTR J_I L VTR CIRCUITED VENTED t-3" SEGMENT </= 8 VEtJJ— -�- - SOLD I�2 � 3/411TE_ � 1 /2" 2 1-1/4'L-t 2" - 1-1/4'-T' 1-1/4'L-t LAV I I I I! I LAV 1/2 it'= 314 �1-112" q7-2" /2" IWC-1 TUB , �l -1 /2rr v I .,rr llrr CIRCUITED VENTED SEGMENT </= 8 El 1 /2" J I L VTR �3" _ VENT �-gACK-FLOW PREVENTER ON MAIN • �-�- � �1„ COLD —HOT 1/210 2" II . 1/211 1= 3/4" 211 1/2" WGl 14--1 T1 I R ,=---1-1 /211 47-3it 211 TYP KITCHEN w/ SINK.. DW.. WM & 1/2 BATH FLOOR PLAN 5-UNIT CONDO BLD 26R w2Yz BUILDING FLOOR WASTE PLUMBING FIXTURE SCHEDULE BLD LARGE 7--PLEX 1 /1.5 TAG DESCRIPTION QTY FU TTL FU HOT COLD WASTE VENT WC WATER CLOSET (TANK) 3 4 12 - 3/8 3 2 LAV LAVATORY (INDIVIDUAL) 3 2 b 3/8 3/8 1-1/4 1-1 /4 TUB BATHTUB 2 2 4 1 /2 1 /2 1-1/2 1-1/4 SINK SINK (DOUBLE) 1 2 2 1 /2 1 /2 1-1/2 1-1 /4 WM WASHING MACHINE 1 4 4 1 /2 1 /2 2 1-1/4 SHRW SHOWER - 2 - 1 /2 1 /2 2 1-1/4 DW DISH WASHER 1 2 2 1 /2 - 1-1/2 1-1 /4 TOTAL 30 4 FU/APT K E" HAAa� 0 o zoO H� az; , 0 0 H vaW4A ;X. Z A..�o� o 0U �U op0 F, �' V po y�0 w Ho A WAoxH W W I(j iy*y I: z0 w 0 a 4 a�w o a w r, a Wo�0 ° I.- E a O�N o � Z rN a wwon w mza a r �w�}�.a to � !0 0 o >w � a w �z 0 q V O u or --I Q O G1 o� (ND [� moo � QQ� a��a OC1C3�@ 0� o�Q�� �Q @a as 25 N � ° ^ Z. o O 11.. x U '� o � m �_ N E z .� u�ca ❑ m 0 CL SHEEP NO. Z D J Q U W Q N � H � W W E F A M ZWC,) a a U A�O O Z�zz�� ZUpwq�a'Wa�C rz `r'ww vz>:CA Iwo UF��WwM PA Oz�-' O rA o OU U o"� w vnoOAlw°62 nUU�g � P Eli Fm y• • =J �o � •3 w. iP 0 m N o Q D g a •+ Z Id O a n ui RV��MQ }- t0 }W t }Az CNaN Q+ 4] R: L N X 0 J 4!L-j � !il T Ix p-yvu N w J W ID 0 m w z 00 0 0 u o� a� O a moo �Q Q� o�aa (E) c=fla� G QA, o onQ@q-D � I��Q �oQ as @ W LU ID o� J in o m uj a Z g Q O 'u axU c!� m uj r„ N EOz2 0 y<2 .9 Z m 0 .J CL SHEET NO. z n U- V v � N 0 TO CITY UTILITIES e IN vent co co vent TO CITY UTILITIES TO CITY UTILITIES ►']Www w a zV4 aAa�� PA �w w M>,wH�q¢o WO En z�'y,� Z��wo a�w Z� cn0O �WwA°o H O� OU U �U xO9�O� W�waQor�70 v�axc.)U©o om�a CLdw U. �L d Q. 0 w 0o0 a $ a � � w o O 0. cq 7 O +t (s u' � 40 ��.rU3 0 Ll = ze V) w 4 wwo Ix W -jw���A w W 7 w � Z ti U O 0 U 13= Q l o =rji aQ n CAO �a�@a @ On 1f� oa W w � o Q � z Q�� +- Q o rn E�z2 �..! 0 (L ZC1 p° D _..a CL SHEET NO. v n tii ® V J 4 U h Ca 1114 DOWN T 1 st FL (I COLD & DOWN TO 1 st FL (314") COLD & HOT W W W a z ��> w�� aAa�a z��wo 0 zg9%po �d�Za zv zH 0 t�wO�or �QU w�AaAz vUoo s W cA. s �0; Irz0 til IL Io o No U 1400'rM LOL R a.V�0 0 ° 2 1 wi o n w m_z� OrZvb �- Z .- Q W } w gy }mC, D j Z CD "0 ul 0 f j v Qo a �Q a� C::3 �ErL=@a � Qa J tU � � o Q o�z a X Q 0 E O < Q N U n' m aca in z O m SHEET NO. v ZN D Q� H 0 r r. U, G 0 vent r vent I i i i i i I I I I I �-1 /210 11211---� 1 /211 ---1 /211 �1---1 /2„ I I I I I WATER WATER WATER WATER WATER METER METER METER METER METER A< lK ---.___..—.—.—.—.—.--._.........—.._.—._..—.—.—.—._...........—.—.—.—.—.—._......_--------.—._....._.------- ---.—.—.—.—.._.___.. r..—.—...._..._....—.—.-----. _.. �' �.—._._...._.—.—.------ ------ ------ -----.— ——.—.—.------ ...... ...... ...... ........ ' w TO CITY UTILITIES w Z O H w Ix �a�iww aWzf-j� go Pq OF. w�av�C U zwo�� vaz��oH w o ca w¢�wAQ0 10, oU U AEU O Ao Azx� ; 4lj-k4m%.. U. c zo w 0 O a d v E 0 R. N 0-- mizo*t .,.i n z R w w-�wmZ.oi '4 wA w } in D w a z m w 00 O O U �Q�� 0 R OLD (jam 0o�aa o c=9a �U oOQ�� �adH � ©Q o Q � flo J CL 0 J o � O °^z a�o 4 z 0 d } o m °o � o z m J SHEEP NO. v n z Lu m Q w u- V U '- N GENERAL NOTES TO MEP FLOOR PLANS 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 2. SUPPLY POWER TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNIT(S) IN ATTIC AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS . 4. A/C UNIT IN AMC. EXACT LOCATION OF HVAC UNTT(S) MAY VARY W/ FRAMING. S. VERIFY HT. OF WALL SCONCES @ JOB SITE 6. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES. 7. OUTLETS @ KITCHEN & BATH COUNTERS, & EXTERIORS TO BE G.F.I. 6 RECEPTACLE CIRCUIT PLAN 2nd FLOOR SYMBOLS LEGEND POWER SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH D LIGHT DIMMER SWITCH T TIMER SWITCH V T TELEPHONE ® E ETHERNET' DIRECT CONNECTION SIMPLEX RECEPTACLE Vv DUPLEX RECEPTACLE QUADPLEX RECEPTACLE C COUNTER RECEPTACLE 8 47' DUPLEX RECEPTACLE MOUNTED AT 42" AFF (bGFI GROUND FAULT INTERCEPTOR 68LW RECEPTACLE BELOW OBJECT bwp EXTERIOR WEATHER PROOF DUPLEX 0220 220 RECEPTACLE Q FLOOR RECEPTACLE ® CEILING RECEPTACLE Q PUSH-BUTTON CONTROL Q DB DOOR BELL Y GD GARAGE DOOR ELECTRIC PANEL a CABLE TV OUTLET ®GDO GARAGE DOOR OPENER -=j DISCONNECT LIGHTING CEILING MOUNT FIXTURE MP MOISTURE PROTECTED FIXTURE 01 WALL MOUNT FIXTURE O RECESSED FIXTURE ® DIRECTED FIXTURE PENDANT FIXTURE y0--��PEND �..0 SUSP SUSPENDED FIXTURE UC UNDER CABINET FIXTURE OC OVER CABINET FIXTURE 2x4 FLUORESCENT LIGHT, SIZE AS INDICATED ov CIO CEILING FAN ov oo CEILING FAN / LIGHT COMBO SECURITY LIGHT ® EMERGENCY EXIT LIGHT EMERGENCY LIGHT HIGH PRESSURE SODIUM W/PHOTOCELL PLUMBING T HB HOSE BIB T-H2O 1 /4" WATER SUPPLY LINE W/ SHUT-OFF VALVE i G GAS Q IWH INSTANTANEOUS WATER HEATER WH TANK WATER HEATER SPRINKLER HEAD ® THERMOSTAT 14TR HEATER GVENT & LIGHT H L HEATER & LIGHT SD D SD SMOKE DETECTOR O D SCD SMOKE & CARBON MONOXIDE DETECTOR R/A RETURN AIR GRILLE AIR SUPPLY GRILLE EXHAUST FAN H F�] zWzopq �' 0 ��, Hpq �Q z�90 po w 140 z z�w0 C)waWiA°o t.-�, P4 z U 0"�UH 9A���� ot:�ovo o0U xg - o0 AOaaAzotz wrHm uu P4WH 2 0 Lz NQ(L mom IL E Q nu � � O � o wowmm E a dOmNI) G ���yy lac ZrqNH� w 09- Nt� a _iww_�� Ul o�oa� vs z m 3 z m a Q0 Ln LnU u O �a Q as (go o =9aa @(10 oOQ�� �aQ©a i� as L.L. N a L0 CL_ o V ° V D a ¢ O �[ *2 Xp x U a) co LLu c d 2 WO a Oe U m m � O Q � U O t— U w SHEET NO. ?? v n � h n O 6 W < o o M A21 ` XX .HEAT PUMP-2.5 TON UNIT A A23 •,AH w/HEAT - UNIT A YY •�•� A23 WATER HEATER - UNIT A YY - B21HEAT PUMP-2.5 TON XX UNIT A B23 ,AH w/HEAT - UNIT A YY ' ~-' • B23 .WATER HEATER - UNIT B YY •�-•f' wma C21 ,HEAT PUMP-2.5 TON XX UNIT A C23 -'•,AH w/HEAT - UNIT A YY •`. D21 .HEAT PUMP-2.5 TON XX '' UNIT A D23 .,AH w/HEAT - UNIT A YY • ,- . D23 ..—',WATER HEATER - UNIT D YY • veabnt D21 _,HEAT PUMP-2.5 TON XX UNIT A D23 ��-�•,AH w/HEAT - UNIT A YY • D23 ,WATER HEAT - UNIT E YY GENERAL NOTES TO MEP FLOOR PLANS 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 2. SUPPLY POWER TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNIT(S) IN ATTIC AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS. 4. A/C UNIT IN ATTIC. EXACT LOCATION OF HVAC UNIT(S) MAY VARY W/ FRAMING. 5. VERIFY HT. OF WALL SCONCES @ JOB SITE 6. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES . 7. OUTLETS Q KITCHEN & BATH COUNTERS, & EXTERIORS TO BE G.F.I. 5 RECEPTACLE CIRCUIT PLAN 1ST FLOOR SYMBOLS LEGEND POWER SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH D LIGHT DIMMER SWITCH T TIMER SWITCH ® T TELEPHONE ® E ETHERNET DIRECT CONNECTION SIMPLEX RECEPTACLE DUPLEX RECEPTACLE QUADPLEX RECEPTACLE C COUNTER RECEPTACLE 42' DUPLEX RECEPTACLE MOUNTED AT 42" AFF dGFI GROUND FAULT INTERCEPTOR dBLW RECEPTACLE BELOW OBJECT *WP EXTERIOR WEATHER PROOF DUPLEX 0220 220 RECEPTACLE FLOOR RECEPTACLE ® CEILING RECEPTACLE Q PUSH-BUTTON CONTROL Q DB DOOR BELL Q GD GARAGE DOOR ELECTRIC PANEL CABLE TV OUTLET ®GDO GARAGE DOOR OPENER I DISCONNECT LIGHTING CEILING MOUNT FIXTURE ).CMP MOISTURE PROTECTED FIXTURE 071 WALL MOUNT FIXTURE O RECESSED FIXTURE Q DIRECTED FIXTURE O PEND PENDANT FIXTURE SUSP SUSPENDED FIXTURE T ---- T UC UNDER CABINET FIXTURE OC OVER CABINET FIXTURE 0 2x4 FLUORESCENT LIGHT, SIZE AS INDICATED ov oo CEILING FAN ov o�o CEILING FAN / LIGHT COMBO SECURITY LIGHT ® EMERGENCY EXIT LIGHT 1/5 EMERGENCY LIGHT I? HIGH PRESSURE SODIUM W/PHOTOCELL PLUMBING T HB HOSE BIB T H2O 1 /N' WATER SUPPLY LINE W/ SHUT-OFF VALVE I G GAS IWH INSTANTANEOUS WATER HEATER WH TANK WATER HEATER a SPRINKLER HEAD MECHANICAL O THERMOSTAT G HTR HEATER GVENT & LIGHT H L HEATER & LIGHT SD D SD SMOKE DETECTOR O DSCD SMOKE& CARBON MONOXIDE DETECTOR R/A RETURN AIR GRILLE AIR SUPPLY GRILLE ® EXHAUST FAN E~ ��wua ¢a zla� aa dWQ W�WaWE~Q�d � O Z��->-� o� ZHado O E� WWCrIA0p aW.,dZZAwE+W Z� pavP'E-+z vi�QQWR•'W� C7aa`��OxA UO�OU�W � W O � ��p wzWo � U � OW�cWU��GxaO0 E-Um P.F-mali . ; 0 ' _ozo ' w: ! � *00.,'� o e� ems.®���� .•� ��y� 4 c0 0 w V)0 0 a L w } F w Z o o ` O WowpnE d N j o R ao�no -0 `� o ONyn= �111/ QW�o� w w O ►- r'b w 45 0) v O (A Jz:: w L d ld w � m 0 O U �� O C C�... L7 n co ❑moo 06D DEC aOc� O� vs a) 2 C/)LLj o I o z U h O XQ O W N m � cn E z O w o��W tip U co U C� U w _I Lu SHEET NO. 4 � ii m LL tii Q U � uj r O GENERAL NOTES TO MEP FLOOR PLANS SYMBOLS LEGEND POWER 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES SWITCH WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 3 THREE-WAY SWITCH 2. SUPPLY POWER TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 4 FOUR-WAY SWITCH 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNITS) IN ATTIC D LIGHT DIMMER SWITCH AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS. T TIMER SWITCH 4. A/C UNIT IN ATTIC. EXACT LOCATION OF HVAC UNIT(S) T T TELEPHONE MAY VARY W/ FRAMING. 0 E ETHERNET 5. VERIFY HT. OF WALL SCONCES @ JOB SITE DIRECT CONNECTION 6. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES . (b SIMPLEX RECEPTACLE 7. -OUTLETS @ KITCHEN &•BATH COUNTERS, &EXTERIORS TO DUPLEX RECEPTACLE BE G.F.I. RECEPTACLE QUADPLEX C COUNTER RECEPTACLE 47' DUPLEX RECEPTACLE MOUNTED AT 47AFF *GFI GROUND FAULT INTERCEPTOR 1BLW RECEPTACLE BELOW OBJECT *wP EXTERIOR WEATHER PROOF DUPLEX 0220 220 RECEPTACLE ® FLOOR RECEPTACLE ® CEILING RECEPTACLE Q PUSH-BUTTON CONTROL Q DB DOOR BELL . Q GD GARAGE DOOR ELECTRIC PANEL 0 CABLE TV OUTLET ®GDO GARAGE DOOR OPENER DISCONNECT LIGHTING CEILING MOUNT FIXTURE y y..,C MP MOISTURE PROTECTED FIXTURE WALL MOUNT FIXTURE O RECESSED FIXTURE ® DIRECTED FIXTURE PENDANT FIXTURE y0�PEND )..( SUSP SUSPENDED FIXTURE UC UNDER CABINET FIXTURE �-z OC OVER CABINET FIXTURE 2x4 FLUORESCENT LIGHT, SIZE AS INDICATED ov p�0 CEILING FAN CEILING FAN / LIGHT COMBO SECURITY LIGHT EMERGENCY EXIT LIGHT EMERGENCY LIGHT HIGH PRESSURE SODIUM W/PHOTOCELL PLUMBING T HB HOSE BIB 1 /4' WATER SUPPLY LINE W/ SHUT-OFF VALVE .T_H2O 1 G GAS Q IWH INSTANTANEOUS WATER HEATER WH TANK WATER HEATER a SPRINKLER HEAD 4, SWITCH CIRCUIT PLAN 2nd FLOOR MECHANICAL O THERMOSTAT O HTR HEATER GVENT & LIGHT H L HEATER & LIGHT SD D SD SMOKE DETECTOR O D SCD SMOKE & CARBON MONOXIDE DETECTOR R/A RETURN AIR GRILLE AIR SUPPLY GRILLE z EXHAUST FAN ��Wfxl z �A�a a z O Im o e�a� o� zw�:wo� W O U^CW4An„ 'O ��AQa�Hv t.4,oa¢H z 00 0 v OOU�OV 0 Ho 0 F4 P u a m a 4 o L C ^ o V a Q o I a E o a Ho- D o aUr�mr z�N�6 Idr a c w mz h m i� S z�O co Ix �wCDw w 7)Z m Do O a fA �o ona�o @ @) a OO � 0 a Q o0 J CV Z a O C) uoxv E O z Va: � co J co Q V O� F-- V LLj SHEEP NO. 0 n � w u n h GENERAL NOTES TO MEP FLOOR PLANS SYMBOLS LEGEND POWER I. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES $ SWITCH WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 3 THREE—WAY SWITCH 2 SUPPLY POWER TO ALL EQUIPMENT ANG APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. $ 4 FOUR-WAY SWITCH 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNIT(S) IN ATTIC $ D LIGHT DIMMER SWITCH AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS. T TIMER SWITCH 4. A/C UNIT IN ATTIC. EXACT LOCATION OF HVAC UNIT(S) 0 T TELEPHONE MAY VARY W/ FRAMING. V E ETHERNET 5. VERIFY HT. OF WALL SCONCES @ JOB SITE DIRECT CONNECTION 6. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES. SIMPLEX RECEPTACLE 7. OUTLETS @ KITCHEN & BATH COUNTERS, & EXTERIORS TO DUPLEX RECEPTACLE BE G.F.I. QUADPLEX RECEPTACLE C COUNTER RECEPTACLE 42" DUPLEX RECEPTACLE MOUNTED AT 47 AFF HB HB vemiant *GFi GROUND FAULT INTERCEPTOR bBLW RECEPTACLE BELOW OBJECT aw lo oWP EXTERIOR WEATHER PROOF DUPLEX 10 o 220 RECEPTACLE HB vet00 HB ventlo HB t� ® c aR FLOOR RECEPTACLE LOP ® CEILING RECEPTACLE ol oo lo El' o Q PUSH—BUTTON CONTROL oo 10 10 Q DB DOOR BELL /0 O O $ o oo it GD GARAGE DOOR E ItO o ELECTRIC PANEL 10 00 ,� O $ CABLE TV OUTLET ol $ ®GDO GARAGE DOOR OPENER O o O o o O -�� DISCONNECT lo oo o Nlbg O =T/ o LIGHTING oo 0 CEILING MOUNT FIXTURE lo pF/ wall (typ} plbg wall �typ} MP MOISTURE PROTECTED FIXTURE PX6 nn WALL MOUNT FIXTURE 10 oo ol O RECESSED FIXTURE o plbg wall plbg wall plbg Wall DIRECTED FIXTURE (typ) (tYp) CtYp) O PEND PENDANT FIXTURE ol --- o SUSP SUSPENDED FIXTURE oo UC UNDER CABINET FIXTURE L. OC OVER CABINET FIXTURE o 2x4 FLUORESCENT LIGHT, SIZE AS.INDICATED `l l7 RE o � � Q lo a v o�o CEILING FAN rt � � � � tr CEILING FAN /LIGHT COMBO 17 rises 17 rise SECURITY LIGHT ® ® ® EMERGENCY EXIT LIGHT " r " r tr lo 10 EMERGENCY LIGHT 17 rises ou 17 rises 17 rises 2� HIGH PRESSURE SODIUM W/PHOTOCELL 3 SWITCH CIRCUIT PLAN 1st FLOOR PLUMBING T HB HOSE BIB T-H2O 1/4" WATER SUPPLY LINE W/ SHUT-OFF VALVE 1 G GAS Q IWH INSTANTANEOUS WATER HEATER WH TANK WATER HEATER 0 SPRINKLER HEAD MECHANICAL 0 THERMOSTAT HTR HEATER GVENT & LIGHT Ell HEATER & LIGHT SD D SD SMOKE DETECTOR O D SCD SMOKE & CARBON MONOXIDE DETECTOR R/A RETURN AIR GRILLE AIR SUPPLY GRILLE ® EXHAUST FAN a 0 w N 0 a d s w .3 O IL Nay- g o't a 4.V gOmwpM 1r a0 hNMI W } z a iwLww0 L w mz- r dz�av� N Jw�a_3 V� z a Z D m 0 O 0 U ' 0 AD �60 v nn U���IVU @ ��� d �s�oQQ4 o (if� o0 J Z > o Q o = in Q o � O o m f- ell) E z o 0 t]G H U .W_J Lu SHEEP NO. n R u- � Q U � h GENERAL NOTES TO MEP FLOOR PLANS SYMBOLS LEGEND POWER 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES SWITCH WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 3 THREE-WAY SWITCH 2. SUPPLY POWER TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. $ 4 FOUR-WAY SWITCH 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNIT(S) IN ATTIC $ D LIGHT DIMMER SWITCH AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS. $ T TIMER SWITCH 4. A/C UNIT IN ATTIC. EXACT LOCATION OF HVAC UNIT(S) P T TELEPHONE MAY VARY W/ FRAMING. V E ETHERNET 5. VERIFY HT. OF WALL SCONCES @JOB SITE DIRECT CONNECTION b. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES. SIMPLEX RECEPTACLE 7. OUTLETS @ KITCHEN & BATH COUNTERS, & EXTERIORS TO DUPLEX RECEPTACLE BE G.F.I. QUADPLEX RECEPTACLE C COUNTER RECEPTACLE 6 42' DUPLEX RECEPTACLE MOUNTED AT 42' AFF d GFI GROUND FAULT INTERCEPTOR (bBLW RECEPTACLE BELOW OBJECT d WP EXTERIOR WEATHER PROOF DUPLEX 0220 220 RECEPTACLE ® FLOOR RECEPTACLE ® CEILING RECEPTACLE Q PUSH-BUTTON CONTROL Q DB DOOR BELL Q GD GARAGE DOOR ® ELECTRIC PANEL CABLE TV OUTLET M GDO GARAGE DOOR OPENER +Eaj DISCONNECT LIGHTING CEILING MOUNT FIXTURE Y )..t MP MOISTURE PROTECTED FIXTURE WALL MOUNT FIXTURE O RECESSED FIXTURE C DIRECTED FIXTURE O PEND PENDANT FIXTURE SUSP SUSPENDED FIXTURE UC UNDER CABINET FIXTURE OC OVER CABINET FIXTURE 0 2x4 FLUORESCENT LIGHT, SIZE AS INDICATED ov oho CEILING FAN zl'IF CEILING FAN /LIGHT COMBO SECURITY LIGHT ® EMERGENCY EXIT LIGHT D vw EMERGENCY LIGHT HIGH PRESSURE SODIUM W/PHOTOCELL PLUMBING T HB HOSE BIB 1 /4" WATER SUPPLY LINE W/ SHUT-OFF VALVE -T-H2O G GAS I Q IWH INSTANTANEOUS WATER HEATER WH TANK WATER HEATER g SPRINKLER HEAD 2 ELECTRICAL CIRCUIT PLAN 2nd FLOOR MECHANICAL Q THERMOSTAT HTR HEATER YL VENT & LIGHT H L HEATER & LIGHT SD D SD SMOKE DETECTOR O D SCD SMOKE & CARBON MONOXIDE DETECTOR R/A RETURN AIR GRILLE AIR SUPPLY GRILLE ® EXHAUST FAN H z 0 �p HA�a zwzH� . o tau� H $alp U � w � �. ergo z�;� Zo pWq >., 2 a; zW ¢ >_ EP-4 0 ago WOO �O W A�aZU d ?+Ow� ZE- �wocioo o pU U x0z� W0W�WVpfa� rn o 0 E_oo E_.a iuj= LL: w. ..�: i s ti Z � < u) o {� .} N = O XO m �y n! EO �z C a: >`. U m ca Q C 00-0 U w ...J W SHEEP NO. .9 n R `v 8 r U_ Q U H 0 GENERAL NOTES TO MEP FLOOR PLANS i. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 2. SUPPLY POWER TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNIT(S) IN ATTIC AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS. 4. A/C UNIT IN ATTIC. EXACT LOCATION OF HVAC UNIT(S) MAY VARY W/ FRAMING. 5. VERIFY HT. OF WALL SCONCES @ JOB SITE 6. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES. 7. OUTLETS @ KITCHEN & BATH COUNTERS, & EXTERIORS TO BE G.F.I. ELECTRICAL CIRCUIT PLAN lst FLOOR SYMBOLS LEGEND POWER SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH D LIGHT DIMMER SWITCH T TIMER SWITCH ® T TELEPHONE `0 E ETHERNET DIRECT CONNECTION (� SIMPLEX RECEPTACLE DUPLEX RECEPTACLE QUADPLEX RECEPTACLE * C COUNTER RECEPTACLE 542' DUPLEX RECEPTACLE MOUNTED AT 42' AFF *GFI GROUND FAULT INTERCEPTOR (bBLW RECEPTACLE BELOW OBJECT *WP EXTERIOR WEATHER PROOF DUPLEX 0220 220 RECEPTACLE ® FLOOR RECEPTACLE ® CEILING RECEPTACLE Q PUSH-BUTTON CONTROL Q DB DOOR BELL QGD GARAGE DOOR ® ELECTRIC PANEL 0 CABLE TV OUTLET ®GDO GARAGE DOOR OPENER -EHEO DISCONNECT LIGHTING 3a CEILING MOUNT FIXTURE yy U M,P MOISTURE PROTECTED FIXTURE 3:. WALL MOUNT FIXTURE O RECESSED FIXTURE ® DIRECTED FIXTURE O PEND PENDANT FIXTURE SUSP SUSPENDED FIXTURE UC UNDER CABINET FIXTURE OC OVER CABINET FIXTURE 2x4 FLUORESCENT LIGHT, SIZE AS INDICATED ov CEILING FAN p0 CEILING FAN / LIGHT COMBO &j SECURITY LIGHT ® EMERGENCY EXIT LIGHT EMERGENCY LIGHT HIGH PRESSURE SODIUM W/PHOTOCELL PLUMBING T HB HOSE BIB TH2O 1 IN' WATER SUPPLY LINE W/ SHUT-OFF VALVE G GAS 0 IWH INSTANTANEOUS WATER HEATER WH TANK WATER HEATER ® SPRINKLER HEAD MECHANICAL O THERMOSTAT HTR HEATER EDVENT & LIGHT H L HEATER & LIGHT SD DSD SMOKE DETECTOR O DSCD SMOKE & CARBON MONOXIDE DETECTOR R/A RETURN AIR GRILLE AIR SUPPLY GRILLE ® EXHAUST FAN z 0 w ��WW zO Him ¢a z �Q�� w�WA�a,.a U�' W � � P,W 0 � gWo W O 0-4 cn W �.. z O Ell Z � O 1 m G4q00 `"4Q1VN U ���0 U O0�oU P�uw W OWaWOC7� oWt�R'+L 'U M a z0 w 0 a E Ir i 0 a E U n o p 4JO�� 0M E a���n� b 2 N 0) _ 0 w mzm w�Im,o 01 (n w > 0 1- it w w z m 13 0 0 0 �U 0=Q�� C�� O ra �3 OL'� C r 3 o � 23 ao O I [w] d oQ oa �-� @ n LL. -I--- cn Z > i U) 0 Ems- 0 C3f.,Z nXQo u m E O z U o JI U M m Q o m L) V w J W SHEEP NO, u � U o h f w < a C. O c5 A/C SYSTEM MODEL HEAT SYSTEM A/C 2,5 TAN HEAT PUMP SPLIT SYSTEM 230V 1PH ADDITIONAL HEAT 5K W GENERAL NOTES TO MEP FLOOR PLANS 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK 4. A/C UNIT IN ATTIC. EXACT LOCATION OF HVAC UNIT(S) TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES MAY VARY W/ FRAMING. WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 2. SUPPLY POWER TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNIT(S) IN ATTIC AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS. 5. VERIFY HT. OF WALL SCONCES @ JOB SITE 6. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES. 70 OUTLETS @ KITCHEN & BATH COUNTERS, & EXTERIORS TO BE G.F.I. MECHANICAL 0 HTR VL H L SD DS D O DSCD wo R/A THERMOSTAT HEATER VENT & LIGHT HEATER & LIGHT SMOKE DETECTOR SMOKE &' CARBON MONOXIDE DETECTOR RETURN AIR GRILLE AIR SUPPLY GRILLE EXHAUST FAN Z0 ¢Aaa 9zwU,w`�� a cn U o H�az� a�wAxa"c �pa�wo<C� HZ azWar..�., H UQO���DO Q A z w w H w gqti,xa¢�Wc� O �w00�tOvHW �xo z�� A�AaAU�� Oa0 OUwW�a�a LLzO W N O ILown o w o w u WpW�M� o lox a " F- w izx- W � � Q ww OF-n ° w mzr 1. dz Q`��° to w W jWmmw }'-mI-J W w m W U O sq (�/) U @� 0 R Q °0 �d a Q � o0 0 o LJL- U J � O Z�=- l E xm v J c a U x a n' > m —� O c Q U_ E Eo n v m Z U Q U w SHEET NO. n m w u- uJ W U � A/C SYSTEM MODEL HEAT SYSTEM A/C 2.5 TON HEAT PUMP SPLIT SYSTEM 230V—lPH ADDITI❑NAL HEAT 5KW VGAIT GVIJ TUD11 %A/AI I VENT EXH. THRU WALL S/A ROUTED BETWEEN FLOORS GENERAL NOTES TO MEP FLOOR PLANS 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK 4. A/C UNIT IN ATTIC. EXACT LOCATION OF HVAC UNIT(S) TO CONFORM TO LOCAL, STATE, AND NATIONAL CODES MAY VARY W/ FRAMING. WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. 2. SUPPLY POWER TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL LIGHT FIXTURE ABOVE H.V.A.C. UNIT(S) IN ATTIC AND LOCATE ITS SWITCH NEAR THE ATTIC ACCESS. \/r—KIT CVU TUDI 11A! A I i VENT EXH. THRU WALL S/A ROUTED BETWEEN FLOORS 5. VERIFY HT. OF WALL SCONCES @ JOB SITE 6. ALL BATHROOM EXHAUST TO BE CONTROLLED BY TIMER SWITCHES. 7. OUTLETS @ KITCHEN & BATH COUNTERS, & EXTERIORS TO BE G.F.I. MECHANICAL O THERMOSTAT HTR HEATER VL VENT & LIGHT H L HEATER & LIGHT (SD D SD SMOKE DETECTOR O DSCD SMOKE &CARBON MONOXIDE DETECTOR R/A RETURN AIR GRILLE AIR SUPPLY GRILLE EXHAUST FAN HWW p�E~ Wa w ? W x F"c�.WHAv� �A„jo dad�w�w0 Q°wAmzz wQ�mA�2 wO�OVHU LL xoazE H A�wa�0 � (WWjU�� �u'M4 Wa :OCR c� • <L� elll,CV zsL o' :nev w►< 1• v. �t� �. ice; ��• o * LLz0 W (n0 0 0. semi W O 1 o � � o ow'o wwV)Lio Li W zx � i� zZ .CD �t� W }�mC Li l-_j V� ? w Ll z m 0 0 0 FU 00 � �� 0� 00 Ea MEd c� ° Q13 DOD� 000o d0 aoa d � 0° � o0 0 0 LL- J 4-- r� 0 Z N N oo ul CL U ox ao Q 0 O c `m U E�-> Eo 0 Q U 0 U w SHEEP NO. 4 � n cQi "T w "- U Q _ f9F ROCK/BRICK DIM -iw ce j f #4 BARS @ 16" O.C.E.W. I r - MIN. 5% SLOPE 00 :o 4 • a e p Z ° ° _ z �'"' `': `:::; •.:-:'•`.. `o U • a • _ @ FIRST 10' FROM SLAB �r." e '�\\-SELECT f�%` "��!� FILL -COMPACTED 2 - #7 BARS TOP & BOTTOM \co; \;;\�/\ or 3 - #6 TOP & BOTTOM FIRST 5' OF#3 BACKFILL PROV. �!\• STIRRUPS @ 24" O.C. CLAY CAP MIN. 12"-- `, , ' 4c \ - I "--POLY. VAPOR BARRIER (6 MIL) A EXT. GRADE BEAM W/ ROCK LEDGE N.T.S. EXTERIOR'GRADE BEAM NOTE: IF THE ACTUAL GRADE BEAM DEPTH IS 36" OR GREATER THEN TWO ADDITIONAL No. 6 BARS SHOULD BE PLACED APPROXIMATELY 12" FROM THE TOP OF THE CAGE. IF THE ACTUAL GRADE BEAM DEPTH IS 42" OR GREATER THEN TWO MORE No. 6 BARS SHOULD BE PLACED APPROXIMATELY 12" FROM THE BOTTOM OF THE CAGE. IF THE ACTUAL GRADE BEAM DEPTH IS GREATER THAN 60" THEN TWO MORE No. 6 BARS SHOULD BE PLACED APPROXIMATELY 24" FROM THE TOP OF THE CAGE. THE GRADE BEAM SHOULD BE FOUNDED A MINIMUM OF 9" INTO THE COMPACTED OR UNDISTURBED SUBGRADE. a E INT. GRADE BEAM N.T.S. INTERIOR GRADE BEAM NOTE: ADJUST BEAM TYPE "E" DEPTH @ 4:1 BOTTOM SLOPE W/ BEAMS CROSSING THRU OTHER TYPE BEAMS . VAPOR BARRIER (6 MIL) :T FILL -COMPACTED 7 BARS TOP & BOTTOM - #6 TOP & BOTTOM IRRUPS @ 24" O.C. #4 BARS@ 12" O.C.E.W. to _ MIN. 5% SLOPE o ,' �a.. �, p z O @ FIRST 10' FROM SLAB •, " ¢ _ "' -"--SELECT �' //jy ' FILL -COMPACTED 2 - #5 BARS TOP & BOTTOM FIRST 5' OF , BACKFILL PR / : a : • 1 e CLAY CAP IN. 12" M = �" #3 STIRRUPS @ 16" O.C. ih U 2„ POLY. VAPOR BARRIER (6 MIL) CLE R 10" Ir EXT. GRADE BEAM @ PORCHES N.T.S. ;.''• PIER SHALL EXTEND MIN. 14'-0 BELOW EXISTING GRADE +. 0 3" • . 12" SHAFT , CLEAR DIAMETER D m TIE BAR - #3s @ 12" O.C. X Q ., e � •J Q 0 �. e•• •a s (5) #6s �O d 'VER 1 L• EINFORCEMENT A' (IVO S Lf • S ALLOWED) •:, .. �" e e•• '� Q 01 'e 36" BELL DIAMETER H TYPICAL PIER DETAIL N.T.S. PIER NOTES: 1. CONCRETE SHALL BE A FIVE (5) SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. - 2. DRILLED PIERS SHALL BE DRILLED, UNDEREAMED, AND PLACEMENT OF STEEL AND CONCRETE IN A FAIRLY UNIFORM FASHION. DRILL SHAFTS SHALL NOT BE LEFT EXPOSED WITHOUT PLACEMENT OF CONCRETE FOR MORE THAN FOUR (4) HOURS. 3. CONCRETE FOR PIERS SHALL BE PLACED USING A TREMIE, ALLOWING CONCRETE TO FREE DROP NO MORE THAN EIGHT (8) FEET. 4. THE FOUNDATION ENGINEER SHALL BE NOTIFIED IMMEDIATELY SHOULD GROUND WATER BE ENCOUNTERED DURING ANY OF THE DRILLING PROCESS. PLUMBING N 1. VERIFY ALL BELOW SLAB SUPPLY AND WASTE LINES BEFORE CONCRETE POUR AND FINISH. 2. ALL PLUMBING SHALL COMPLY WITH ALL ADAPTED PLUMBING AND BUILDING CODES. FOUNDATION NOTES: 1. THE FOUNDATION (SLAB -ON -GRADE) SYSTEM WAS DESIGNED WITH THE AID OF A MODERATE GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS. BUT IS BASED ON MODERATELY TO HIGH EXPANSIVE SOILS, TYPICAL TO THIS REGION. DUE TO THE HIGHLY EXPANSIVE CLAYS SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. 2. THE FOUNDATION SYSTEM PRESENTED IS NOT TO BE USED IN GENERAL BY THE BUILDER, BUT SHALL BE USED ON A CASE -BY -CASE BASIS UPON APPROVAL BY BERRY ENGINEERING COMPANY. THE BUILDER SHALL NOT CONSIDER THIS FOUNDATION PLAN AND SYSTEM AN ENGINEERED FOUNDATION UNLESS A SEAL AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER APPEARS ON THE DRAWINGS AND'AN DESIGN/INSPECTION LETTER HAS BEEN ISSUED BY THE ENGINEER FOR THAT FOUNDATION. I. COORDINATION: 1. THE CONTRACTOR MUST VERIFY ALL DROPS, OFFSETS, BRICK/ROCK LEDGES, AND BLOCKOUTS ON THE ARCHITECUTURAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THE FOUNDATION PLANS. 2. THE CONTRACTOR MUST COORDINATE THE FOUNDATION PLANS WITH THE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ALL OPENINGS, INSERTS, AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION CONSTRUCTION. 11. SUBGRADE: . 1. ALL VEGETATION SHALL BE REMOVED AND THE TOP TWELVE (12) INCHES OF EXISTING SUBGRADE STRIPPED FROM THE AREAS COVERED BY THE FOUNDATION. 2. PRIOR TO PLACEMENT OF FILL THE EXISTING SUBGRADE SHALL BE PROOF -ROLLED AND SCARIFIED TO A DEPTH TO A DEPTH OF 6 INCHES AT THE OPTIMUM AND RECOMPACTED TO A DENSITY OF 95% STANDARD PROCTOR ASTM D-698. 3. IMPORTED "SELECT' FILL UNDER AND AROUND THE FOUNDATION SHALL BE A SANDY CLAY HAVING A PLASTICITY INDEX (PI) RANGE OF 5 TO 15 AND SHALL BE FREE FROM TRASH, ORGANIC MATTER OR OTHER FOREIGN DEBRIS. FILL SHALL BE PLACED IN SIX INCH LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DENSITY AS DETERMINED AS ASTM D-698. 4. A BUILDING PAD, CONSITING OF THE SPECIFIED SELECT FILL, SHALL BE CONSTRUCTED FOR THE FOUNDATION WITH A MINIMUM THICKNESS OF TWENTY-FOUR (24) INCHES. 5. FOUNDATION WATERPROOFING MEMBRANE SHALL BE OVERLAPPED BY A MINIMUM OF TWO (2) FEET, SEALED ALONG TOP JOINTS, AND SHOULD BE A MINUMUM THICKNESS OF 6 MILLIMETERS. 111. CONCRETE: 1. ALL CONCRETE SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED. 3. NO CONCRETE SHALL BE RAKED A DISTANCE GREATER THAN TEN FEET. 4. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50OF AND FALLING OR 950 AND HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40OF AND RISING OR LESS THAN 95°F. IV. REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BARS HAVING A MINIMUM YIELD STRENGTH OF NOT LESS THAN 40 KSI CONFORMING TO ASTM A-615, GRADE 60. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 3. ALL LAPS, HOOKS, BANDS, SPLICES, AND OTHERS IN THE REINFORCING STEEL SHALL CONFORM TO CRSI STANDARDS AND THE ACI CODE, LATEST EDITION. 4. BOTTOM BARS, IN THE GRADE BEAM, MAY BE SPLICED IN THE MIDDLE, ONE THIRD OF THE SPAN BETWEEN FOOTINGS OR AT INTERSECTING BEAMS. SPLICE SHALL HAVE A MINIMUM TWO (2) FOOT OVERLAP. 5. TOP BARS, IN THE GRADE BEAM, MAY BE SPLICED AT THE CENTERLINE OF THE FOOTING OR AT INTERSECTING BEAMS. SPLICE SHALL HAVE A MINIMUM TWO (2) FOOT OVERLAP. 6. ALL SPLICES IN FOUNDATION MATT SHALL BE STAGGERED AND HAVE A MINIMUM ONE (1) FOOT OVERLAP. 7. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY WITH ACI CODE, LATEST EDITION. THE BEAM STEEL SHALL HAVE A MINIMUM CLEARANCE WITH THE SOIL OF THREE (3) INCHES AND THE FOUNDATION MATT A MINIMUM OF TWO (2") WITH THE VAPOR BARRIER. 8. WHERE PLUMBING PENETRATES THROUGH THE SLAB, PROVIDE DIAGONAL REINFORCING AROUND THESE OPENINGS. DIAGONAL STEEL SHALL BE #3 BARS AT 48" LENGTHS PLACED AT THREE (3) INCHES AWAY FROM THE PENETRATING OBJECT. 9. THREE #6 CORNER BARS, TOP AND BOTTOM, SHALL BE PLACED AT ALL EXTERIOR CORNERS AND WHERE INTERIOR GRADE BEAMS INTERSECT WITH AN EXTERIOR GRADE BEAM. V. GRADING: 1. EXTERIOR GRADE BEAMS, UNLESS DESIGNED OTHERWISE, SHALL EXTEND INTO UNDISTURBED SUBGRADE A MINIMUM OF 12 INCHES. 2. FINAL GRADING AROUND THE FOUNDATION SHALL PROVIDE FOR A MINIMUM SLOPE OF 5%, AWAY_ FROM THE STRUCTURE, FOR THE FIRST TEN (10) FEET. AT A MINIMUM OF 12" THICK. 3. FINAL GRADING SHALL BE SUCH THAT NOT LESS THAN SIX INCHES AND NO MORE THAN EIGHTEEN INCHES OF THE EXTERIOR GRADE BEAM IS EXPOSED. Q Ow��a �a o~ O W.aV �uza W v� ai r•�; 'i °z zo O a.�. zZ5 UaZ��0�. II O'F �aOwA�ZII. A0Oi� 0 wiz � I uz 0�I C7wOOOHPu OUUpgp �xo zH i AOgfflz . �aHuW OO' ejAf we .60 Jj v: o Z w � I 0 0 a i D w ;E w ;. N o a ;tn;o j U. 0 CO-K'`)E . o � a��f/Nwo w 5 a: Z if rn . Q a�70 'rn,oli j LL w mza'�� rni F=- 4 Z Qua J N w a! J w w ;w D Z m o i. N0 u ❑o O9,4 m nnnn , 0 Q � �' OO Q O Q. ui J i L ° o, i Z �Z co co. 0 0 �. X Q o I' O ox o _ w I, m '.. O F- EOZN Q � U ce, m n Z D O LL SHEET NO.; I 4 � Lu n , o rn Ja ;ail l N I Roof Plan 11 /4" = V-0" Roof Notes: — provide crickets, saddles, flashing at transitions and valleys as needed even if not shown — all roof construction including but not limited to materials, construction, slope, etc. must comply v '""' ' Side Elevation 1/4 1) = 1'-0" Side Elevation 1/4 )) = V—'01) Roof ventilation: Complies w/ sect 1203 2009 IBC 61*5 sf attic/150 sf = 4.1 sf = 590 SQ IN w/ 1 /2 ventilation provided at eave and 1 /2 provided in upper portion of attic at least 3' above eave vents Req'd: 295 SI at eave = 5 ea 8x16 (net free area = 60 SI) 3 each side 295 SI at ridge = 18 if ridge vent (net free area = 16 SI/LF) OR 3 ea round vents w/NFRA of 144 SI Exterior- Finish Notes: Exterior finishes, openings, etc., are shown for general reference and are subject to change. The following items should be verified PRIOR to construction (not all may be applicable): — exterior wall finish materials — exterior wall wainscott heights — exterior door sizes and styles — window styles, sizes and light patterns and elevations above finish floor — arched opening heights, radiuses — roofing material and style — column/post type and construction All construction and materials including but not limited to application, fleshings, transitions, control joints, etc., whether shown on plans or not, must be in accordance with IRC curr. ed. and manufacturer's instructions Second floor drawn stucco wall finish. Floor is cantilevered for masonry frieze. \/Arifv With Owner. with w r O w �U~ aW 4 P>-O $r) -0 Go?- z^rSao��' `! 0 �oH ��wwwA�o w E-� OWho C7'- �i0 U E- Aww8 0 A0E- CRn buC4 um�Mp a:Z0 W I; OIL D ... a W � 0 � � E a a ,n V o LJOW�ME d0Nfi �� �( W 99 LLI W.MW mZa r i m a � W (D MZ Dm O O V0 V O °= g�QQ� ng�aa �g @ v 0 f[l� an Z Q W 0 0 o00 °Z Z _ 0 s o�o E O z W V m O ca 0 J_ [aLl SHEET NO. L LL r 0 I E 88'-3„ 17'-8 1 /2" 17'-11 17'-0" 17'-11" 17'-8 1 /2" 14'-4" 3'-41/2' 4'-1 1/2" 13'-91/2" 13'-4" 3'-8" 14'-1" 3'-10" 3'-41/2" 14'-4" 7'-7" 6'-9" 6'-5 1 /2" 7'-4" 6'-10 1 /2" 6'-5 1 /2" 7,_4„ 6'-9" 6'-9" 01 7'-711 0. 01 N N N N 1 3050 1 1 1 1 1 3050 1 1 1 1 1 1 3050 1 9'-3 1 /29' 4'-9" ol 14'-0 1 /2" 18'-7 1 /2►, 1 /2" 8'-0 1 /2„ 49-7" 2'-11" 13'-2" 16'-1" Second Floor Plan 1 /4" — 1'-0" 3073 sf h td total first floor 2845 sf h td total second floor 130 sf porches typical unit — 9' ceilings first & second — 603 sf htd first — 563 sf h td second Header/Beam Spans: First Floor 12'-0" and under 2— 2x12 over 12', glu—lam or engineered Second Floor 5-11 and under 2— 2x6 6'-0' to 7'-11 " 2— 2x8 8'-0" to 12'-0" 2— 2x12 All matl #2 SYP 2100 sf ext wall 75 sf glazing 3.6% glazing Floor Joist Span Table size spacing 30# LL 1 40# LL 2X6 12" O.C. 11'-10" 10'-9" 16O.C. 10'-9" g —g' 2X8 12" O.C. 16" O.C. 15'-..7" 14.-2" 12 --10, 2X10 12" O.C. 191-10" 18'-0» 16 O.C. 18 —0 16 —1 2X12 12" O.C. 24'-2' 21'-9" 16 O.C. 21'-1" 18'-10" all spans for #2 SYP 9'-5" 4'-10" 8'-0 1 /2" 4'-10" 14'-3" 4'-7" 12'-10 1 /2" 3'-2 1 18'-10" 16'-1" 88,_3" Second floor is cantilevered on sides and rear 5" (1/2 )) wall sheathing will make up difference) for masonry frieze. Verify with Owner. Ceiling joists (see span table) Ceiling Joist/Rafter Span Table Joist Rafters size spacing 20 10 L L 240 20#LLAO#DL L 180 2X6 12" O.C. 151-6" 17'-0" 16" O.C. 13'-6" 15'-1" 24" O.C. 11'-0' 12'-3" 12" O.C. 20'-1" 22'-5" 2X8 16" O.C. 17'-5" 19'-5" 24" Q.C. 14'-2" 15'—i0" 12" O.C. 23'-11" 26'-0" 2X10 16" O.C. 20'-9' 23'-2" 24' O.C. 16'--11" 18'-11" all spans for #2 SYP DBL 2x4 top plates 2x4 studs 16" o. TRTD 2x4 sill pl. y rafters 24" o.c., solid 7/16" OSB blocked @ all vertical joints, fastened per Table 2306.3.1 IBC r weather resistive -ebarrier /2" "J" bolt 4' o.c. 30# felt base flashing Typ. Ext Wall Framing Detail NTS 4'-9" 9'-3 1 /2" 4'-7" 14'-0 1 /2" 18'-7 1 /2" PRE—ENGINEERED WOOD TRUSSES AND/OR SITE FRAMED JOISTS AND RAFTERS AT @ ONE H M cV Shear wall notes: Solid 7/16 OSB wall sheathing fastened per Table 2306.3.1 IBC on ext walls. All joints solid blocked w/ 2x min blocking. Provide 1 /2" anchor bolts 24" o.c. embedded 7" min. @ first floor continuous purlin (same size as rafter), 12'-3" max for 2x6 #2 SYP @ 24" oc 20# LL/10# DL 2x4 braces 8" oc m a; 45 " or greater, 20 (min) collar tie 0 48" o.c. 1 m� m 0 •O 75' I 75' or greater or greater II II Example of roof bracin p g NTS c4 wall to underside f roof sheathing w/ /8" F.R. GYP. BD. each side /8" F.R. GYP. BD. /8" F.R. GYP. BD. —19 BATT INSULATION ?X6 STUDS 16" OC OR ?X4 STUDS 16" OC STAGGERED (TYPICAL UNIT SEPARATION) CONDO DUPLEX WALL SECTION NOTE: PROVIDE FIRESTOPPING AND DRAFTSTOPPING IN .ALL REQUIRED AREAS. WHETHER INDICATED ON THE DRAWINGS OR NOT. Z O W at A a; zw� a0o Qnzzw�a, a,�p�q�wU HAa�� d o C/)� zuao� z�0H �Wa Ado wd pad � aw^n Od C7,dap,` >H,�W+O owU0t. OUE-+ Z. W�w�W00 C4 D O r 9W im 04 0 op io' zp 0 0 W a0 W o o U ILL 0. �o c 010 n 0J) w In w �' o to 00i�m:i aa DZin 7 W W U O O O U � %= 0 m �g r-1 o�r��0 ona �[ @ � D c @@ �rAq5� Q C� on c.n L1J I— O z ; Z o �, CL o ~ -Z::)� v o < 0 O U O Eaz� a � U�m°° Z 0 m SHEET NO. I U- d pcl; &2 U. First Floor Plan 1/4" — V-0)) 3073 sf htd total first floor 2845 sf htd total second floor 130 sf porches typical unit — 9' ceilings first & second -- 603 sf htd first — 563 sf htd second L' 88'-4" Second floor exterior wall finishes to be verified w/Owner. Adjust dimensions and framing as needed. 2100 sf ext wall 75 sf glazing 3.6% glazing Shear wall notes. - Solid 7/16" . OSB wall sheathing fastened per Table 2306.3.1 IBC on ext walls. All joints solid blocked w/ 2x min blocking. Provide 1/2 " anchor bolts 24" o.c. embedded 7" min. @ first floor General Notes: Building Planning and Location: —Ail construction shall comply with IBC, current edition. —Verify all setbacks, easements and clearances prior to construction. —Surface drainage shall be diverted to an approved point „ of collection. Lots shall have a grade fall of minimum of 6 within the first 10' away from the foundation. Site Preparation: —Remove all vegetation and foreign material from slab area prior to placing fill. —All slab fill shall be free from vegetation and foreign material. —Provide chemical and/or physical barrier protection against termites. Framing and Rough Carpentry. —All framing shall comply with IBC, current edition. —All header, Dist and rafter spans shall comply with IBC,current edition. —All sill and/or, bottom plates in contact with concrete shall be treated or naturally resistant to insects and decay. —Provide wail bracing including bracing at overhead doors, in accordance with IBC, current edition. Wlndows/Exterior Doors: —Provide safety glazing in hazardous locations as required b IBC, current edition, including but not limited to glazing w in 24' of doors and glazing in bathing enclosures. —Windows must meet egress requirements In sleeping areas as required by iBC, current edition. —The combined Solar Heat Gain Coefficient of all glazed fenestration/window products shall not exceed .40 for glazing/ window ratio to exterior wall area of 207., and .35 for ratios of 207. to 3079. —The combined U—Value ratings of all glazed fenestration/window products shall not exceed .65 for glazing/window ratio to exterior wall area up to 157., .55 for ratios 15% to 20%g .54 for ratios 20% to 257., and .46 for ratios greater than 25M —Required exit doors shall be operable from the inside without the use of a key, tool or special knowledge/effort. Electrical Notes: —All electrical shall be installed per NEC curr. ed. —Confirm all lighting and switch placement w/Owner —All branch circuits in bedrooms shall be Arc Fault protected —Assure proper GFCI locations —Provide a means for disconnect at exterior HVAC units, as well as a GFCI outlet within 25' —Recessed lighting Installed in the building envelope shall be IC rated and sealed to prevent air leakage —Smoke detectors shall be interconnected, 120 volt w/battery backup and located in each sleeping room and outside each separate sleeping area In the immediate vicinity of the bedrooms —Smoke detectorsmust hove 3' clearance from forced air ducts, ceiling fans and return air. Mechanical notes: —Provide required fuel supply (i.e. electrical, gas) for size and type of heating and cooling unit(s) selected. —Design of heating and cooling equipment is the responsibility of the Mechanical Contractor. —Provide combustion air for gas fired appliances per IBC, current edition. —Provide platforms and min. 24" wide walkways from attic access to equipment located in attics. —Range/dryer ducting must comply w/IRC, current edition —Provide natural or mechanical ventilation in bathrooms in compliance w/IBC, current edition Plumbing notes- -Confirm size and type of potable water heating equipment. —Elevate water heaters located in garages 18" above finish floor. —All hose bibbs shall be fitted with anti -siphon devices. —Provide a platform and 24" min. wide walkway from attic access to water heaters located in attics. —Provide combustion air for gas fired appliances in compliance w/IBC, current edition. —Showers and tub/shower combinations shall be equipped with an anti —scald valve that limits water temperature to 120 degrees, —Access to tub circulation pumps shall be provided in accordance with 421.5 of the IPC, current edition. Appliances: —Confirm kitchen and laundry fuel type(s) w/Owner. —Verify appliance locations. —Verify all necessary clearances for appliances. —All appliances located in garages, including laundry appliances shall be elevated 18'. Ho WPQ tzl Z C/) a 0 un 0WWU� o H�a Ln W .-. Z� P_ M W. O d� two ZOH ¢' O Oa w4WzwzA"OZO rai�`1�Q►-�iZU >y W Z O� C7WO�O011 =0 0 >. W o � ��og o w W 0 :0 C4 00 0 A . .Q. ' >;w O; m W �o 0 a a r IL E � o W Q Nno U trD W�£ LA.0 it it °C r` �n o L loo AJ Q wo°' e� mz� �- 20:4 A a -J w m , o —m w j a D aZ mLd 00 o 0 U, U @M or MOD d rig oo @ 00�@@ C__�) n @0 cr�D [� a=9a �@Q@LU AU O Z Q ° CL P o x Q Omo O �°z� i 0 a: U_ U m Co o z n m SHEET NO. 11 cV ta. Qom. U n N 11-8 1/2" 14'-4" 3'-4 1/2" 4'-11/2" 13'-91/2" lo'-5 1/2" N M 305o M -------------- sill 3ro" AFF 3050 M N -n sill Broil AFF--- - - - - ----- - - - --- ill Ctyp second _ N -CCV floor windows) N � N CNI--------- (V � N cn � N M Q 2468 2868 - 2468 M e - (� Mach. equip, and/or 7 water heater located ilk �y In attic. Provide platform(e) and walkways as needed, O 286------� 2468 2468 CNI JD attic 6 e mmech, equip, and/or i stair I (� water heater located 1 1 �( in attic. Provide platform(s) A ) walkways lu------+ and as needed. 1 yp I ------ j CNI 1 _1 7�c1 1 I I ro V� 1 I 2 X 6 M attic pQ) e Q stair M O , 2868 (typ) - 2468 N I 1 10,41 3'-4 1/2" 3'-4 1/2" 3'-41/211 3'-8" 9'-8"LA I M ,n CIA 3 5 1/2" " /2Q 5 1/2 =00112468 286 _ CNI C4 31/2" N �Q --- --T- �„--------- sill 36" AFF o, (V Second Floor Plan 1/411 = I, -Oil 30-13 sf htd total f fret f l oor 284E� sf htd total second floor 130 sf porches typical unit - 9' ce f l f ngs first 4 second - ro03 sf htd f fret - 563 sf htd second Header/Beam Spans: First Floor 12'-0" and under 2- 2x12 over 12', glu-lam or engineered Second Floor V-11" and under 2- 2x& ro'-O' to 1-11" 2- 2x8 8'-0" to 12'-0" 2- 2x12 All mat I #2 SYP 03/04/14 (Revised 1, second floor windows min, sill ht 36" 2, Plumb water heater drain pans to bldg ext. 2100 sf ext wall 15 sf glazing 3,6ro glazing Floor Joist Span Table 10" OL, 1-/360 elze spacing 30" LL 40" LL 2X6 121, O,C, 11'-10" 16" O,C, 101-9" gl-QII 121, O,C, 15'_-111 141-211 2X8 1611O,C, " 2XI0 1211O,C, 19'-10" I8-0n 16" OOz. 18'A" 161 -I 11 2XI2 121, O.C. 44'-211 16 O,C, 211-111 all spans for #2 SYP l�'-0II 6'-10 1/2" &'-5 1/2" C14 I CNI 305o M sill 39," AFF N M N 2468 IT-8 1/2" 3'-8" 14'-ill 3'-10" 3'-4 1/2" 14'-4" ---------------- ro'-9" 0 N lV M C14 1 M N 2868 2468 N Mach, equip, and/or water heater located in attic. Provide platforms and walkways as needed. I 1 1 i I 1 I attic 1 stair (typ) I I �3'-4 1/2" 3'-4 1/2" 4 N 2868 M 0 � Q � U 04 01 M 3050 M sill 36," AFF M 3050 M Ni N - sill Broil AFF N--------- --------- N CNI C� >28168 2468 2468 N e � M Mach, equip, and/or N _ lIl weer heater located cv Qin attic. Provide platforms) M and walkways as needed. 2868 - - - --+ CV M �, • i 2468 2468 I 1 t - 1 N Mach, equip, end/or attic, water heater located in e a - (V . 1 1 In attic. Provide platform(s) -' stair 4 m - and walkways as needed. W 1 1 N i X 6 ;attic ; 2468 2868 :stair : _ N •------' 9'-11 1/2' 3'-4 1/2' 1 3'-4 1/2" 3'-4 1/2" 3'-4 1/211 iA 31/2" 51/2" Q 31/2' 51/2 /2 11 a LJ246L�3, 2868 N � N � � in CQ N cNI M _ C N _ sill 3ro" AFF a►-----�, -- 04 tF N Second floor is cantilevered on sides and rear 5" (1/2" .wall sheathing will make up differences for masonry frieze.. 1lsrify with Owner,. Ceiling Joists lase Tan table) Ceiling Joist/Rafter Span Table Jolet Rafters elms spacing 20#LL/10001- L/240 20"LL/10"DL L/ISO 12" O,C. 15'-6" ill -oil 2X6 16" O,C, 131-611 15'41 24" O,C, il'-O" 12'-311 12" O,C, 20'-1" 22'-5" 2X8 16" O,C, 24" O,C, 12" O.C. 23'-11" 26'-O" 2XI0 iro11 O,C, 20'-9" 23'-2" 24" O.C. all spans for 02 SYP DBL 2x4 top plates 2x4 studs lro" o.c. TRTD 2x4 sill pl. rafters 24" o.c., solid '1/16" OSB blocked a all vertical joints, Fastened per • Tile 2306,,3.1 IBC • weather resistive barrier r /2" "J" bolt 4' O.C. 300 felt base flashing Typ. Ext wall Framing Detail NTS PRE-ENGINEERED WOOD TRUSSES AND/OR SiTE FRAMED JOISTS AND RAFTERS AT a : 011E }- Shear wall notes: s -1/1ro" � 9 Solid OSB wall sheathine_. fastened per able 2306,3,1 I CPIs-' " on ext walls, All joints solid blockedNMI %3 w/ 2x min blockfn , Provide 1/2" anchor IINM bolts 24" o,c, embeddemin, first f loor� nL V a m U rn �0 OOp U U— -U Q j 0 !2 w ID 9 o� 12'-3" max for 2x6 #2 SYP a 24" oc continuous purlin (same size as rafter Example of roof bracing NTS ?x4 wall to underside of roof sheathing w/ 5/81 F,R, GYP. BD. each side 5/5" F,R. GYP, BD, 5/5" F.R. GYP, BD, R-IS BATT INSULATION 2Xro STUDS fro" OC OR 2X4 STUDS ]roll OC STAGGERED (TYPICAL UNIT SEPARATION) CONDO/DUPLEX WALL. SECTION NOTE: PROVIDE FIRESTOPPING AND DRAFTSTOPPING IN ALL REQUIRED AREAS, WHETHER INDICATED ON THE DRAWINGS OR NOT. 2x4 Win) collar tie c 48" o,c, lse or greater a Y ° O� m N o° V! 1L vI Q) .- 0 E Q -*-' Q) �V n� 1•—� O 03/04/14 Revised 1, second floor windows min, sill ht 3ro" 16" deep floor truss stucco s masonry _ il_nii Exterior Finish Notes: Exterior finishes, openings, etc., are shown for general reference and are subject to change. The following items should be verified PRIOR to construction (not all may be applicable): - exterior wall finish materials - exterior wall wainscott heights - exterior door sizes and styles - window styles, sizes and light patterns and elevations above finish floor - arched opening heights, radiuses - roofing material and style - column/post type and construction All construction and materials including but not limited to application, (lashings, transitions, control Joints, etc,, whether shown on plans or not, must be in accordance with IRC curr, ed. and manufacturers instructions 5scond floor exterior wall finishes to be verified w/Owner. Adjust dimensions and framing as needed. Provide control joints in exterior finishes in accordance w/IRC curr, ed,, manufacturer's guidelines and accepted industry standards Second floor drawn with stucco wall finish. floor is cantilevered for masonry frieze. Verify with Owner.. stucco do masonry ��++c+ >tuV` io N oor window sill' L-AFrin. Windows must ss and safetyFFF quirements sill stucco Q M floor stucco stucco stucco stucco stucco masonry masonry masonry masonry masonry iasonry ® 3 masons ,y I L = V 0 O w-60� u b � oupML Q �m72 2CL d- O O O tYl NO c O O� O� N N � � } Q� J-1 J S cA 0 O } l n` n � V V _ 11_nii W O 16" deep -4 floor truss 1 X I I stucco s mason r Exterior Finish Notes: Exterior finishes, openings, etc., are shown for general reference and are subject to change. The following items should be verified PRIOR to construction (not all may be applicable): -- exterior wall finish materials -- exterior wall wainscott heights — exterior door sizes and styles — window styles, sizes and light patterns and elevations above finish floor — arched opening heights, radiuses — roofing material and style -- column/post type and construction All construction and materials including but not limited to application, fleshings, transitions, control joints, etc., whether shown on plans or not, must be in accordance with IRC curr. ed. and manufacturer's instructions c r Second floor exterior wall finishes to be verified w/Owner. Adjust dimensions and framing as needed. » V-0" Provide control joints in exterior finishes F-ront Elevation 1 4 = in accordance w/IRC curr. ed., manufacturer's guidelines and accepted industry standards Second floor drawn with stucco wall finish. Floor is cantilevered for masonry frieze. Verify with Owner. 1 J stucco masonry tU C C o Second floor window sills 24•• AFF min. Windows must meet egress and safet glazing requirements ITF] - s t u C c t stucco LLL111 stucco stucco stucco stucco masonry I I masonry masonry masonry I masonry nasonr U U --1 U masor Rear Elevation 4» 1 0" 01 iry NoA� 0 w>-,M O W�U doF+ H � El 40 o 55 0 O UM 0 Z O WW C7 x�W W �Va0 V :CC 4e 0 o w 0 a R e w 0 � n � 0. NNj- v w °�01 tx 00 p � a o m ggwgoo' 2 a Wwoi-0 o W hi WZ0. p), t- a Z"n Ck N W�� W J Za U /0 0 {V� 0 DU oL--1 9�0r1 n E7 ® W no r=3 �,2 o� as an o Lw] o° 13 [� M �oQoa @o � as 0 Z 0 ._ �- o QCn > oOD ^zy 0 s W II Q J w 2 a) o M x o E 0 a_ I >- O m b Za Ca ZE (E I 1 J SHEET NO. .- a] v 1 u7 �