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Home My WebLink AboutDrawings511 PLAN N01T-,5; 1, ALL POOP ANP CAPOUND-MOUNIr-_D M�CHANICA_ �QUIPM�Nf SHALL P3 5CP��N�12 FPOM VIEW Op I50LATr_-D 50 A5 NOf T'O 13� VI511311� FPOM ANY PUBLIC DIGHT' -OP -WAY OP PI5VIC1" WITHIN 150' OF -rH- 50J�Cf LOT", M�ASUp1�12 PPOM A POINT FIVE F��-r AI30V� 6PA!21�. SUCH 5CP��NIN6 SHALL P3 COOPPINAr--D WI11-I TH- 13UI1-12IN6 ApCH11rr-,CT"UP� AN2 5C&L 1'0 MAIN-IAIN A UNIFIED APP�AP\ANC�, 2, �XT�PIOP 13UILPING AND 511 LI6111NG WILL M��f TH- 51"ANDAPD5 OF 5�C110N x,10 OP TH- UNIPI�D D�V�LOPM�Nf OPDINANC�, THI LIGHT 50UPC� SHALL NOT PPOJl�CT 131�LOW AN OPAQUE HOUSING ANP NO PIXT1Up� SHALL DIp�C11�Y PPOJ�CT LIGHT HOPIZONTALLY, PIXT UP,1�5 WILL 131� MOUN1MD IN SUCH A MANN�P THAT TH- PPOJ�CTF_D CONS OF LIGHT 120�5 NOT CPO55 ANY PPOP�PTY LINA. 3, 100/ COV�PAG1� OF GPOUNDCOVI�P, 121�COPAAV� HAVING, P�COPATIV� POCK ( NOT 1_0051�) , Op A P�P�NNIAL GpA55 I5 P�QUIP1�12 IN PAPKING LQT ISLANDS, 5W&1�5 AND DPAINAG� Ap�A5, TH- PApKING LOT 5�TPACK kI6H1"5-OF-WAY, AND ADJACENT PPOP�PTy V5TUP13�b DUPING CON5VUCTION, 4, ALL TP�� PPOT�CTION PPRACA5)1�5 TO 131� IN5T&I_N2 13�FOp� THS PIP5T D�V�LOPM�NT P�pMIT I5 I55U�D. 5. ALU 13ACKFI_OW D�VIC�5 MU5T 13� IN5TALL�12 ANP UPON IN5T &I_A110N A5 PSP CITY OPPINANa 239-4, 6, T H- BUILDING MATrr--PIAL T -YM 15 CON51D�p1�12 V[3", 13A51�12 ON TH15 MAT�_pIAL 1-YP� ANP 5QUAP� FOOTAGZ (4,0005cjR,) , T H- P�QUIP1�12 PIPS PLOW 151750 GPM, WHICH CAN 131� PPOVVD L? PPOM TH- 3 APJAaNT PIPS HY12pAN1'5 1, Dl�V�LOmP PPOVIDF5 TrwPOPAPY 13LAmT �A5�m-r POP CON5TPUCT10N PUPPO51�5 ANP PPOVVD 5 �A51�MWr5 FOP �1_�CT121C INPPA5VUCT UP,� A5 12�516N�12 13Y C5U FOP LW5 C WH�P� APPLICAPI_�, INCLUDING 5V12 _r LIGHTS 8. 121�V�LOP�P MAY 13� P1�5PON5I13L1� POP LOCATING �A5�M�NT5 ON 51T� TO INSUP� 1 -IAT �L�CT121CAL IN�PA5VUCT UP,,� 15 IN5TAL1_1�1:2 WITHIN �A5�M�NT 13OUNPAPE5, 9, D�V�LOP�P INSTALLS CONDUIT" Pip C5U 5P�C5 AND 121�516N, 10. CSU WILL PPOVVD 12PAWIN65 POP INSTALLATION, 11, D�V�LOPl�P WILL INT�_PC�PT �XI5TIN6 CONDUIT AT P1�5IGNATrr__D 112AN5FOPM�P5 Op OT1-ISP �XI511NG D�Va5 AND �x-mw AS p�QUIP�b, 12. IF CONPUIT 1201�5 NOT �XI51' AT D1�51GNA1rr--D T1VAN5FOPM�P Op O"CI-ISP �XI511NG D�VIC�5, P�V�LOP�p WILL FUPNI5H ANP IN5T"ALL CONPUIT" A5 SHOWN ON CSU �L�CVICAL LAYOUT. 13. 121�V�LOP�P POUP5 D�VIa PA25 OP P0011N65 C I � 112AN51`OPM�P5, PULL 130X 5, �1"0 PSP C5U 5P�C5 ANP P1�516N, 14, OWNF-1?5HIP OF THI5 PLAN ANI2/ OF, 12FAWIN65 13F_L_ONG5 TO IP,A,I, I2F-516N5, INC,, 94500 CA1P1-F-1P, Cf?F-F-�K 5UIT-_ 203, 13pYAN, TX -7-7,502, F-VF-pY ATTF-MPT NAS 13 F_ N MAPS 13Y THF- I2F-51GNF-1P, TO IN5UPF- THF_ ACCUPACY OF THF -5F- 12PAWING5. IT 15 -rHF_ pF_5pON51131L_ITY OF TH CL_IF_NT ANP CON11P\ACTOp5 TO CHF_CK THF_51� 12PAWIN65 ANP 51Tr-- PLAN 13F_POIPF_ ANY CON5TP,UC1'ION 13fGIN5, THF_ 12F_56ANE�p A55UME�_5 NO I?�5PON5I131�ITY POp OMISSIONS OI, F—PPOp5 IN THC--5F- IPI,AWING5 Op 51T'F_ FLAN APTr--p CON51-DUCTION 13F_GIN5, ANY CHANGE MAIP� ON 11-i� JOI3 WITHOUT CON5U�TING �� 12�51GNF_p I2UF_ TO CL -IF -NT Of, CON-TACT0IP5 Op I�I?pOP, ON PL-AN5, 511 PL-AN5, 121PAWIN65, F -TC. 15 NOT THF_ PF_5PON51131LITY OF THF- ANP THF_ OWNF-p, THI5 PL -AN ANP/ OlP, 12PAWIN65 MAY NOT 13r-- U5F-12 POP, pF-pF-AT CONSTRUCTION WITHOUT THE, WPITTr--N APPPOVA- OP I?.A,I, PF-51GN5, INC, ['F'GF'Np: PI:OP�pTY LINES - -0- UTIL11Y POLE —� GUY WIPFMCHOP, AF-pIAL L-INF-5 -AE-AE-AE-AE- WOOP P[�NCr CYCLONF_ PE__�NCr__ 11,r�F_ ?PO1-F_C nON PAP.ACAPF_ TPB TPB IFP,OJE�C r PHA5� LINF_ O �_XI5VN6 PlpF_ HY12PA -r a E�XI5VN6 WA1rr--1; MI�TF_12 o I�XI5TIN6 CLF -:AN -OUT C.O. NSW CONCI; �ANP5CAPIN6 ��6�NP 5yM130I_ trees are Intended to reduce the L_anJ5capIr6j -bo the owner'5 great care and the substantialroquiremenb�, due Size of them, See 04/ 5-1 for barricade, size, and locations, NO 5: F COI_1_1�61� STA -10N APFPOV�P PLANT 1,15r. I A-1- FLANTINCA5 App CON51M�P X�P,1-5CMI� pipTH� CITY 0 2, ALL PLANTINGS App LOW WAJT--P, U5A61�/ 12FOU61-IT TOI_PANT ANt2 NATIVE TO TUA5, THS �Y,151NCA 1105� MP R06MON 15 TO PWAIN, ALL TMF12011�CIION PAPPICAP� 15'rO 11\15`r&l�P PPIOP, TO TH� 155WNC� OF FI125r P�V�IOPMWr P�Plmlf, -WRING HANPICAP VAN OP, CAP, SPACE DET. IGN N.T.S. -1AP IG P05'r 05 CALE: I/dr I (teainteJ black pro -fab rouolh-b iron foricincl , Poltool -to 5torlo cap, 5tono cap conc, Foot! 51_01\lr vF_NF_F_r1 MAW,: I30PA_ 1321Cr,5 1T--JA5 1 -AN PHONF-: (919) 690-5330 Powek-' X011 O.C. Stirrups �: MOMPITY LINES -o- U-nLI-rY POL-F- GUY WIQ_ ANCHOP, AIQA_ �L-F_CTMC L -INF -5 —AE-AE-AE-AE- WOOt2 Fr-_NC� CYCLONE FENCr- -rm,r-- riro-rtcnoN PAPACAP� TPB TPB FFIOJF-Cl- FHA5F_ LINO EXISTING r r- HYI2P,,AN1 no r-xi5-riNc, WA-r'f_::F, MF--rr--P-, q F_X15TIN6 CLAN -OUT C'O, NSW CONCI?�1� NF -W 5Ot2 APF -A WATF-F, COUP, 5F_ 112A -IC rL_OW PIP,�CTION Tor or- CUPIL3 Gang [3o-r-rom or cum3 GrA!2� TOP OF PAVING 6P,,1'VF- COWOUP, ANP 6iFAP� [-IN- N.T. S. 07 0-1 MAN 1101,� M5111\16 516N ----------------_—_— < ----------------- - — - — - — - — - — - ----------- H I P L. 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Z� 111 I2 < Lj I So��n-twoo� ...... ....... . .. . I. IQ < 4 6 QN < FAIN I NG C NT :<0 ISI' < 9" T.C. <Ll TYR In 10 1 99. 1 <I , I< 4t-6`1 Z3 < WC!", 516N < O�/ 5-2 < - - - -05/ - - - -- 100 Fir, J6 < (i I < 08 6 1 :7 -2 11 < m5mr,i 12 4_ MULTI -FAMILY < lu .. I I I (WITH COW, U51�_ z� 6 IIS I<1 '71 7 8 T.P. 11 199.88 T.P. 5F-TL3ACK L < < : < -------------------- . . . 192 TYR I< 99.98j.C. < <WW 01 99.48 B.C. < S-2 Li < %%. <T.C. 99.84 T.C. 199.30 B.C. Typ. j 9'-6' < < 03 3 F99.67 T.C. < ONS -WAY S-2 99.17 B.C. TP. ONLY /] 61'-63"4 <1 Lj 2014-71 Mpl TYR< 199.75 T.C. E5- z 99.25-B.C. < <7 _6 (2) u �Iz < $I< U rK (J� X I �� - 0 1 n U /C ry 00 L _j < M n,� 0 0� F OFF < N o 5H TFk CAN5��l O z 4 �XFAI\15101\1 JOINT 1/ -4 00 TYPIC/414- O � 13F--L-OW -'OP OF WALK - Q ##� t2OVvr--L,5 1'-6'' L-01\16 AT rn _j < TOOL r-11-11- JOINT 1611 OL, V\/PAP ONF_ F_NP W1 (1) Con 00 WITH CAULKING, U FOL -Y, 0� < 0 C) 00 0� CL u - --------- OO --- -- - 211 COMPACTFP 5ANI:2� Z� 1=1 M- PA/\AP FOP,-nON LT] U II I_ ,, ---------- L<j Li M5flN(A IC PAI;� & C�ct-m At Typ. fop MNC� M�1'F�, fO PMR I—, - -_ - -_ - -_ ' -_ - -, PAME�5 fO M U) ------- -------------- A NSW AI:212MOM 11111111111000 < IN511:9� NM Lli �02 5(2 -r. A19121110N. j < F Cyam FNCP APOV�, NM 6 CONC. PA5F, wl <1 . .... ..... . -------- < L -------------------- I ---- -----W.WW----- I ------WWW- A - - - - - - - - - - IQ�I, .. �< < < I II A < III I . Z� 111 I2 < Lj I So��n-twoo� ...... ....... . .. . I. IQ < 4 6 QN < FAIN I NG C NT :<0 ISI' < 9" T.C. <Ll TYR In 10 1 99. 1 <I , I< 4t-6`1 Z3 < WC!", 516N < O�/ 5-2 < - - - -05/ - - - -- 100 Fir, J6 < (i I < 08 6 1 :7 -2 11 < m5mr,i 12 4_ MULTI -FAMILY < lu .. I I I (WITH COW, U51�_ z� 6 IIS I<1 '71 7 8 T.P. 11 199.88 T.P. 5F-TL3ACK L < < : < -------------------- . . . 192 TYR I< 99.98j.C. < <WW 01 99.48 B.C. < S-2 Li < %%. <T.C. 99.84 T.C. 199.30 B.C. Typ. j 9'-6' < < 03 3 F99.67 T.C. < ONS -WAY S-2 99.17 B.C. TP. ONLY /] 61'-63"4 <1 Lj 2014-71 Mpl TYR< 199.75 T.C. 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WFIC m� -------- . . .. . . . . . ----------------- . - - - 01\11�y < sw 199.00 B.C._ Typ. 66':j 21'-0" 1 Li1 36'-2" .......... 99.34 T.C.. <98.84 B 5A1�A P f-,, IVF 50UTHWO v F, y < 2 13Z 4A & 4P C��OCK - 181 -------- I i S�C1' ON 413 iQi ------------------------------------- PROPOSED SITE PLAN SCALE: 1" =10' 06 #*4 coN-1Nuou5 1:20VV�L,5 AT 48'' O.C. ---=--1------=--------------- 77 iii 2'' cOMPAGir-_12 5AN12 ON COMPAC-Ir--12 5UL3 6FAt2F_ 4*4 Al- 18'' 0,C. F-ACH WAY 03 Ffj 6A_VANIZF_12 METAL KF-YWAY JOIN1-5 A;I ApppOX, 15' O.C. 4*4 Al- 18'' - O'C. C--ACH WAY J ------------ JL__' -- , -------- ------ --< ELI r=—LI r=LI r=Ll r=LI ri=�j I ri:=�j I ri=-LI 1�7 '' III III III III I - I - I I -. 2'' COMPACT F -`P 5AN12 ON COMPACTF-12 51J13 CAP,_AVF- O O 88 0 0 0 L�j Lu Lu < 0 �XFAI\15101\1 JOINT 1/ -4 00 TYPIC/414- 13F--L-OW -'OP OF WALK - 1171- ##� t2OVvr--L,5 1'-6'' L-01\16 AT rn _j < TOOL r-11-11- JOINT 1611 OL, V\/PAP ONF_ F_NP W1 Y w WITH CAULKING, FOL -Y, 0� < 0 0 CL U) - --------- --- -- - 211 COMPACTFP 5ANI:2� LI 1=1 M- PA/\AP FOP,-nON -rO CONTPA51-11\16 GOL-OF, AN6 HAVE 1/411 t2F-F-P CIROOVr__5 11 O T4.i 5M�:WALK5 - TO HAVE #3 A -r 16 O.C. F -A, WAY, ON FAP,KI N6 TO HAVF- -4 AT 18 O.C. E�A. O O 88 0 0 0 L�j Lu Lu < 0 00 1171- z 0 z O T4.i ON Z cn M M tA tA xA C) O O 88 0 0 0 L�j Lu Lu < 0 CROSS SLOPE 27 MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK z 2Z to 41 2Z MAX., t% MIN. PAVEMENT CURB n n A\ 0. 8' TYP, a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. �' l . • . � ® pyo � @@t \�� ,..w ` '� I°� PER TAS n STANDARDS NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED I" DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS 0 W O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH •3 x 12" BARS 0 12" O.C. OR -4 It 12" BARS 6 18" O.C. - 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98Z OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD)AND SHALL BE 0-4Z WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 0 X 18", 12" O.C. I� 3/4" (COATED W/HEAVY GREASE) 3'-0" MIN. 5'•0" VARIES-_� 4,. I E-- 2Z MAX. i RECYCLED MATERIAL, 1/2" SEE NOTE 4 THICK AS MANUFACTURED BY LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL COLOR DIAMETER TO BE 1/16" GREATER' THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST VER 2"OF 13 BARS a 12" O.C.E.W. OR 28 -DAY CONCRETE BE LONG ENOUGH TO CO DOWEL AND HAVE STOP V END F •4 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi CAP IS t" FROM END OF BAR. (4" THICK MIN.) SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS & CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENTS SW 1 -OO SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R 4"x4"x3/16" STRUCTURAL STEEL TUBING ' D . MAXI MU ' O.C. MAXIMU 2" O.C. 4,. SIDEWALK CONTRACTION JOINT SWEEP SAND " O.C. MIN 8" INTO ALL JOINTS 3 g $ 4"x2"x3/16" STRUCTURAL STEEL TUBING MAX 24" STEEL TUBING TRUCTURAL t"0l 0/16" STRUCTURAL STEEL TUBING 3-1/2„FL�CONC. SIDEWALK SEE CONNECTION DETAIL v F •. 0 TYPICAL PEDESTRIAN �Z' DIA BOLT 61 ta_ GENERAL NOTES: CONNECTIONDE TAIL 6„ 1" MAX, SAND LAYING COURSE SWI -01 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTHIS ESTABLISHED IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK AND LARGER ACCEPTABLE TRAFFIC RATED 8'-0"----7VARIES-� PAVER MATERIAL - E- 21 MAX, SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE ■3 BARS 0 12" O.C.E.W. OR STRENGTH= 3000 psi 14 BARS O 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SWI -02 3'-0" MIN. 6'-0" _E- VARIES-� MAX. i 2'/. PEDESTRIAN FACILITIES L CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI SEE NOTE 4 -3 BARS O 12" O.C.E.W. OR 28 -DAY CONCRETE 44 BARS O 18" O.C.E.W, STRENGTH - 3000 psi Y c ozv (4" THICK MIN.) ARE MAXIMUM ALLOWABLIE,THE LEAST POSSIBLE SLOPE THAT WILL SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE TRAFFIC RATED 8'-0"----7VARIES-� PAVER MATERIAL - E- 21 MAX, SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE ■3 BARS 0 12" O.C.E.W. OR STRENGTH= 3000 psi 14 BARS O 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SWI -02 DETECTABLE WARNING; SURFACE 1-J I-= In C w LANDING ao: � rc E MAX. c ;o:a:tt:o;o:•oo:n.:d�; AND USUAL �- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 0 v, _ 0 r• Landing 01u 1i `'v 4" Max and Usuol Q;c;stq •o::a:ti;c s C) e oa:ct;a:d:o:;o:o;c 'tt o;0:o:a.aao:C Detectoble worning surface (Domes to run parallel to pedestrian travel) Side (lore trypicol) 6" min �- Face of 10" mox curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RI SW2-01 1' 5' x 5' PEDESTRIAN FACILITIES L CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI LANDING CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION Y c ozv 1. • -L SLOPES ARE MAXIMUM ALLOWABLIE,THE LEAST POSSIBLE SLOPE THAT WILL ** VARIES r 4' gTILL DRAIIS ** VARIES 1' 4 INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED 3/16" VARIES NE NAH AT T Nominal Annular E GRATE BOLTED in H SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED 0. -. b Space IN PLACE OR APPROVED g GREEN SPACE y R `� HALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY °. °. B• ° , °. SIDEWALK °' ::: 8 G4 DIRECTION. EOUAL IIA 6 ,, SIDEWALK ° �� 4S• .. ° ° .. a .. S 3. MANEUVERI G SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY v BARS AMP* \ 121 Un `L DETECTABLE\ AMPr * \ J 12:1a MAX •: DETECTABLE WARNING SURFACE 6" VARIES tiyp) PROPERTY LINE � I MAX .,a \ SURFACE PROPERTY LINE \ y SURFACE FOR EACH CURB RAMP TYPE. TRENCH GRATE MAY ONLY BE WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN S,P .. ALLOWED WITH PRIOR APPROVAL ?bpi h IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. \ rj 6, ADDITIONAL FROM THE CITY ENGINEER MIO WHERE THERE IS NO OTHER i AND TEXTURE ° .. ?bp• �� °..: EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STORM SEWER SYSTEM AVAILABLE. **23'(t0'CUR8 RAMS) CS, \ e'°• • ° 21.5' (20' CURB RADIUS) MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. C•Yq� \ DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 16.5' (25' CURB RADIUS) AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. Of 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER ORT ROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED CROSS SLOPE NOT TO EXCEED \ x 2Z OR BE LESS THAN t/. ON ANY = POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, \ Y **23'tt0'CtAte RADIUS) 3 21.5't20'CtXtB RADIUS) \, DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. PORNION OF RAMP OR TRANSITION \ ei TO STREET ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK 16.5' (25' CURB RADIUS) MARKINGS ARE NOT REOUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALK§ , OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS ° � CROSS SLOPE NOT TO EXCEED2z OTHERWISE SHOWN ON THE PLANS. ° 10. HANDRAILS OR BE IZ ON MY ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. PORTION OFLESS RAMP O',R'TRANSITION TO STREET CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER 5' 3' WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED 8' BY THE ENGINEER. 12. PROVIDE A''SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. Ison-II 7C Vic w 5'/6' SIDEWALK AMBULATORY S' SIDEWALK AMBULATORY SIDEWALK DRAINAGE TRENCH GRATE SW3-02 RAMP AT STREET INTERSECTIONSW3-00 �P AT STREET INTERSECTION SW3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2Z OR BE LESS THAN 1Z ON ANY 2Z OR BE LESS THAN 1Z ON ANY 2Z OR BE LESS THAN 1Z ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET / TO STREET / TO STREET / PROPERTY / LINE PROPERTY / LINE PROPERTY LINE WARN NG�LE / / DETECTABLE / WEE NGABLE / _ - - SURFACE 8' SIDEWALK _ _- SURFACE �� y _ -- SURFACE y y Z RAMP* Z RAMP* >« :ub 6'SIDEWALK 1;LO��a.a 2fF RAMP* ,,, :.b 5'$IDEWALK 1:�20r-ii a.> 01-1 1:12 AX.MAX.PE o:. SLOPE M 3• EXPANSION JT. & 31 EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH CAP 0 12" O.C. 1/2" DIA. X 16", WITH CAP 0 12" O.C. BACK SMOOTH DOWEL BAR, OF CURB 1/2" DIA. X 16", WITH BACK 6' MIN. (COATED W/HEAVY OF CURB GREASE) BACK 6' MIN. (COATED W/HEAVY OF CURB CREASE) 6' MIN. CAP Q 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK .AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 I SW704 I SW3-05 DETECTABLE WARNING; SURFACE 1-J I-= In C w LANDING ao: � rc E MAX. c ;o:a:tt:o;o:•oo:n.:d�; AND USUAL �- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 0 v, _ 0 r• Landing 01u 1i `'v 4" Max and Usuol Q;c;stq •o::a:ti;c s C) e oa:ct;a:d:o:;o:o;c 'tt o;0:o:a.aao:C Detectoble worning surface (Domes to run parallel to pedestrian travel) Side (lore trypicol) 6" min �- Face of 10" mox curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RI SW2-01 GENERAL NOTES FOR C 5' x 5' PEDESTRIAN FACILITIES L CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI LANDING CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION Y c ozv 1. • -L SLOPES ARE MAXIMUM ALLOWABLIE,THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, gTILL DRAIIS s .0 21 INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED ®F APPROA H SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED 0. -. b CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2• LANDINGS S HALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERI G SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY v TRAVEL WHEN ENTERING THE STREET. F VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 0011 w4L CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2Z. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. SIDE WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN WOULD NOT SURFACE l .. 1:10 APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6, ADDITIONAL MAX. 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE . EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A tTYF GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES L CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. • -L SLOPES ARE MAXIMUM ALLOWABLIE,THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, gTILL DRAIIS PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED ®F APPROA H SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2• LANDINGS S HALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERI G SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2Z. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN WOULD NOT SURFACE l NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6, ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC 1368.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7.TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. Of 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER ORT ROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK, DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALK§ , OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS 'ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. ll.SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A''SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED t0/. MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS) t 2-, FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL /e- REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. 2 LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS C CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT e DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 1 o 2" +„ O O O O w �'U Lending 0000 a :II_ NO. 3 REBAR AROUND PAVER INSET Luetecarning runcated DETECTABLE WARNING PAVER WITH 4" Mox surface EXPANSION JOINT TRUNCATED DOME SURFACE DETECTABLE' WARNING PA VER and UsualAS REOUIRED t" MORTAR BED - SHALL CONFORM TO c -A SIDE FLARE APPLICABLE SPECIFICATIONS e Ilore (TYP) CONTROL JOINT PERMISSIBLE pical) �_Foce of curb MIN. 4" TRUNCATED DOME PATTERN No.3 EBAR 18" tM ) ON -CENTER G'jJ" iamp BOTH AYS CLASS AICAOBNCREPE - S AT L CONFORM TO DETECTABLE WARNING PAVER SECTIONA 2 SW2-03 In z 0 Ln w cr_ CITY OF BRYAN The Good Life, rexas Stile. DRAWN BY: C.L.M. DATE 01-01-1109 SCALE N T S APPROVED: �- P. K. FIGUIRE L SHEET 11 0F 1 CLIENf / OWNEp: NVOrI? fel x. MI Inlr-r-4? 9 F,I2 FOO-' fah WING COL-L,1�61� STATION, 1rE-�XA5 -77845 AhCH I l"F, C-'; X500 CA1�1�{� Ch��K %111,:� 20� 13f?YAN, 1-FXA5 77802 9-79) 8-46 -��6 A;�[�A 51JMMA�Y F-XI51'IN6 A/ C 3'6195F NF -W A/ C 381 5F 1'01'A- A/ C 4, 000 5F MECHANICAL CODE: TIT WMA110NAL MECHANICAL COPS ( 2012 WWN) w/ PVOMP AMMMM5 -"OPAL r-PAMF-�V 4,000 5r- 1"01"A- NF -W 5L -A3 381 5F FIRE PREVENTION CODE: It INtP\NA110NA, Plp� PpMWON COPF ( 2012 MTION) w/ APOMP AMMMM5 M TYPE OF CONSTRUCTION: co�L,F,6F, srNrioN, ll�,XAs PI,OA�C1' 511 INFOPWA"ION sirs Ann��ss, 181 4 5APA bP, COLL�6� 5TATION, T�XA5 77845 TP\,��HOH P�AC� PN -1, �LOCK-18-�j LOT 4-A & 4-� BUILDING CODE DATA BUILDING CODE: TNS IN1"Ef? MONA PULPING 0Pn ( 2012 M110N) w/ PDOM,19 AMMMM5 ACCESSIBILITY CODE: TEXAS ACC�551PLITY 5fANPApb5 PLUMBING CODE: TNS IN1*FpNA110NAL PLUMPING COPS ( 2012 W110N) w/ VOMP AMMMM5 MECHANICAL CODE: TIT WMA110NAL MECHANICAL COPS ( 2012 WWN) w/ PVOMP AMMMM5 ELECTRICAL CODE: TNS WON& UCTf?ICAL COPS ( 2011 WflON) w/ APOM19 AMM)MM5 ENERGY CODE: TNS MMMONA, MFO CON5�pVMON COPS ( 2012 �PWN) w/ APOMP AWNIMN5 FIRE PREVENTION CODE: It INtP\NA110NA, Plp� PpMWON COPF ( 2012 MTION) w/ APOMP AMMMM5 M TYPE OF CONSTRUCTION: IYPP V P OCCUPANCY CLASSIFICATION: PU15W55 GpOUP T'' � I OCCUPANCY LOAD CALCULATIONS I PU51N�55 GFOUP "%" PU51 N�55 AI\�A5 2,342 5g,,ft, / 100 gro55 - 2 ,41 5fRA6� AI\�A5; 1,4615ot.R / X00 gro55 - 4,89 MAX OCCUPANCY - 2 �+ :4�5'.+x r�'� .G.. • � A/�& .. _ � _ ... Rte.§�j U i 0 5NF,F,1' INPI�X COVt�p 50 M 5-1 PPIOP05F-b 511 5-2 5112�F-1' PF--AIL-5 O 51nF-WA-K 12E�1 AIL -5 5W M o M QIP y�� dam' � �� • N OQ U'� O o'CU O� C�� + :4�5'.+x r�'� .G.. • � A/�& .. _ � _ ... 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I' n1A, [;XI511NG �1.�C11;1c � I I �� 1 L01" S�TI3ACK, PIGH1'S-OF-WAY, ANP APJAC�N1" PPOP�PTY PISTUPi3�P API—AE—AE—AE—AE— io I M�r�r;cror�r I OCATPn) Q 1 PUPING CON5TPUC110N, AE EC AEICAE IN�s I TPB TPB 4, ALL VPS PPOTF-C110N PAPACAP�51'013� IN5-r&l-�P (3�POP� THS WOOn FENCE j W I8 FIP51 P�V�LOPM�N1" P�PM11" 15 15502, CYC�ONL ��NC� ' Q ' ' j I I I i A� �� \ oo G -- I I I U Q z 5 , ALL BACKFLOW PSV I C�5 MU5f 13� IN5I ALL�P ANP T�5T�P UPON _ I i I 1 U IN51"ALLA1'ION AS PSP CITY OPPINANC� 239, 11?�� PROTECTION 13AI2ACAI�� \\\ IWII IU) � � O 6, THS PUILPING MATF-PIAL TYPE 15 CON5IP�PNP ''V131' , PA5N2 ON THIS TPB TPB PROJECT PNAS� �IN� �1 � / �.1� j W � MAT�PIAL TYPE ANP 5QUA2� F001'AG� (4,0005,5;[R.), THS P�QUIP�P _ W FIP� FLOW 15 1750 GPM, WHICH CAN D3 PPOVIP�P FPOM THS 3 � rxi511NG r -IRF- HYi2RANT j -I IO - ► 16 i LIN�oF I �- O APJAC�N1' PIPS HYPPANT5, �, P�V�LOP�P PPOVIP�5 T�MPOPA:Y 13LANK�f �A5eM�Nf FOP ❑a �XI51 ING Wl�1�p M�T�I? l v j w'_ Q� - . I � I I I CONCp�11 i c�rcn�Mo> 99.25 T.P. I I I - ( I 1000 (, CON5TPUC11ON PUPPO5�5 ANP PPOVIP�5 P�5CPIP1IV� �A5�M�Nf5 POP F-XI5TING CL -F -AN -OUT C' �a - I �1 0 I d- r �TCTPIC INFPA5TPUCTUP� A5 P�51GN�P 13Y CSU SOP �L�CTPIC LINES NSW CONCRF-Tr- Z 1 IN i 99.9 TIC. 99.4 B.C. I 99. 2 T.C. I 99.42 B.C. I N i � INCLUDING STP WH�k� APPI-ICA3L�, ��-r L16K5) , r— � I Q( (� I 5 I �X151'ING W 8, P�VFLOP�P MAY 13� P�5PON5113T POP I-OCA1'ING �A5�M�NT5 ON 51T� 1'O IN%P,� THAT' �L�CTPICA- INFPA5TPUCTUP� IS IN517ALL�P WITHIN NSW 501 APIA O ( I ► I I IPAY-C, � I -' I � r Q z d- �A5�M�N1" 13OUNPAPI�S, .-\ . 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I I _ _ _ _ _ _ _ _ _ _ _ O U 14, OWNrI?5HIF Or- 11-115 FLAN ANI2/ OF, I2PAWIN65 ML-ONC45 CONTOUR ANIS GRAI�� IN� -----_99es 0C,0, I a 1'O p,A,I, 12F-51ON5, INC., x}-500 CAp1�P CP�F-K 5UITF- 203, _ - Q I -------- l _ d. 13pYAN, 1-X -7-7802, F-VF-PY A1'1�MPT NAS 13F-�N MA12F- 13Y THF- I I I j 99.92 T.C. L---_--- I2F-5IGN�1? 1"O IN5Ut?� THF- ACCUPACY OF 1 -HF -5F- I2FAWIN65, \ 1 I _ 99.42 B.C. 99.92 T.C. pp If IS THF- 0? 5FON51131L-31LOr- THS CLIF-N1' ANI2 CON112ACTOI?5 CHF \ I W I I ^' 99.8o T.c. I 99.30 B.c. ~b� Z Q � 1'0 -CK TN�SF- 1PIPAWING5 ANP 511 FLAN C3F-POIPF- ANY '� I � CON5TP,UC1'ION 13 61N5, THF- 12F-51GNF-1, A55UMF-5 NO v. �,I NI �_ ''-� 99.84 T.C. �o N 99.67 T.C. 99.34 B.C. 1 99.17 B.C. ( H I?F-5FON51r31L-111'r-OP, OMISSIONS OI? E IPPOp5 IN 1 -HF -5F iPIPAWING5 012 511 FLAN A�T�f� CON5112UCTION 13 61N5, I I j W _ �.� I I N O O Z ANY CHANGr MAPF- ON 11 -IF- J013 WI11-IOUT" CON5UL-1'IN6 THF- I PF-5IGNF-p 12UF- 1-0 CLIF-N1" OF, CON1-1; AC1'OI?5 QI ,I — OP �pPOp ON FANS, SI1T F -AN5, 12PAWI NG5, F -1'C , 15 N01" /- _ - ._._._ - j ' _ o _ -- _ -- _ - — -; — - — N -49-20, �" THF- IPF-5FON51131L-1-rY OF THF- PF-5IGNF-pP, ANP THF- OWNF-IP, 1 Q \ I 9 - - - _ 15 7,5' �' Z 11-115 FLAN ANI2/ OI? I2P.AWING5 MAY'NOT 13F- U5F-12 FOP, I?F-PF-A1' CON51-PUC1'ION WITHOUT THFi WPI-r-['FAPPfPOVAU j ; ( I.IN� of W C'7 OF p,A,l, I2�SIGNS, INC, W Q CONOM O Q I _ Cur<n�Mo� z W ,-2„ '_1 " ( _ „ �_ „ 2 '-o" '� V U Li Q I I 5A;\A P I\ I VIS 99.34 T.C. r' ' 7' ' �' I ► , I z1 W �IL' I 50' SOI��I,—fW001� 98.84 F, y B.C. o A ,-, `° M to NOTES o5 8' MAX, VA21A3L� C 5F -F- F-XI5TING 511 PLAN) Sr��L P05 -r �i �I NI TM Tm WOVEN WIRr FA130C �i Q I I L3L-o X - 1813 - L_ L-- L_ - L- L- LI-I_L MI 12-I/2G , (LLLH�_ OIZANGI%, UV R�5151-AN1-, NIGH - TF-N51L� 51i:�NGTN, 0 <iYpICAL>f:ICAI2� FAl3i?IC iW Q ---------- 6" WATFPA----------------- ( `J I _ ----------------------- -- -- -- -- --------------------------- I. I_ MIN, I GA. 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See OAF/ 5-1 for barricade, Size, anti locations, N01F-5: 1, ALL PLANTIN615 APE CON5MP,1E12 X�p1-5CAP� pEp THE CIV OF COLLAGE STATION AFMOVI�b PLAN-' 1-I5T 2. ALL PLANTINGS APE LOW WAT" P USAa/ PPOUGN1" rOL�PAN1" ANn NA1'IV� 1"O 1�XA5, 3, THII E45%6 1-105E F��P RIZZ16 ON IS TO pEMAIN. &I- Tk2� PPOTFC-nON PAppICAn�' S TO 131� INSTALLEn pplOp TO THS I55UANa OF FIp5T n�V�LOPMM' PEPMlf, LANDSCAPING NOTES N.T.S. I os PAMINGG AI51,_� SPACE HANDICAP VAN Op CAp LE�GL�NP: PpOpr5pTY LINE5 -O- UTILITY POLE GUY WIpr� ANCHOp AEpIAL r�Lr�CTpIC LINF-5 —AE—AE—AE—AE— WOOP MNCE� CYCLONE FENCE TREE PpOTF_CTION 13APACA12E TPB TPB PpOJECT PHA5E LINE EXI511NG �IpE HYPpANT 0 EXISTING WATT MF-1r'F-p o EXISTING CLF -AN -OUT C.O. NF -W CONCpF_TE NF -W 5012 Ap�A .- WATEp COUp5� PIpF-CTION M TPJ�FIC FLOW PIpF-CTION TOP OF CUp13 GpAPr� 99.92 T.C. BOTTOM or CUpl3 GpAPE 99.92 B.C. TOP OF PAVING GpAPE 99.92 T.P. CONTOUp ANP GAF_ LINA HDCP. SPACE DETAIL SCALE: 11,4" = 1'-0"I 081 1071 u Faintocl black pro -fab •rouclht iron fenc incl , 1301toc1 _AP to stone cap, ( -rHp,) Zi 5tono cap c P051- Conc, �ootinc� c STONE VENEEp MA IF .: 130FN_ 13PICK5 SELECTION: T -JAS TAN PHONE: (9-79) 690-5330 POW015 -�O'' O.C, (C W��phol�s - 1, Stirrups Qa � -4 mbar N.T.S.�4 105 I FENCE DETAIL N.T.S. 104 X1511% 516N i W------------ — __ _ F - i _ ___ _--------------_ __®_ — — _ ---- -- __ -x9:42------ H I P L. P. o Q----------ZCIN -f .-0-�- 00 _. _ __� m'1zON J, , - _--------------� - — - _ --- - — 9�.-4�------------------- C AE-q�---- A� AE AE A_ -SAE--_ AE - -AE—AE—AE-•�—A --- - _ - s __O -------+0-5 ------------ ---- �I �X15TING -10 5 -------------16" 5— �I WOO19 M a i �- i I ,l �4511NG �X15TING — — — — — — — 5WING 5�T _ �4511NG Q ( ---- PLAY5CAP� �I ------------------ 20 5F�ACK W _--------__ - - - - - - - - - - - - - - - - - ------ UN-n15� Ut;��b - ---------------- I� LIS I ---------- Q III I jgF ---- NM5TON�WT&C�1C1.-m o c� z �' I I �XANG �L�CVIC ,---FAN5fOP� . . .. . . . . . �� _ _ - - NEW APPITION I ;I 1 I IN51n1( NSW Q i ° - - - = 302 SQ,FT. _ (I Ar7t71TI0N, 1 ( Q NSW 6 CONC, 6A5� w/ - - - - - - - - I ' i I 3 ° � �, i I o CYCLONE F�NC� A130V�, UN-n15�"I.I�C��n _ _ - -- _- - -_ - -_ I - Q ° ---F.-.7.7 ---- --- ---- ----------------------------�� I ° ° . ,---------- GA ° pNA-LINA - - -- - Q II I ° --� .- W-----Q.W. .W.W..WW1�30y Ili i a IjiV I U Q z IW SII 1 2° . °\I�I< — U IQ�I�I ° ° \II ' ^ N 5OUTHWOOP _6 1<7 < LLJ I\S� 0 <�o 11< 1i +VVV I 99.25 T.P` �:� I ° L, FAhN I N 6 C F N � P-, III I0 I 93:9 T.C. ° �'� I 10 r 99.4 B.C. ° z I I TYp. ° 12AY-CAI��F_d- 1 I° t IZA ,_ „ 13LI1 �I� I NG I I I-'-Iry ° H17CP, SIGN ° —05/ 5-�, I SQ , T, I W 2 a � ct� ^ I ° Ld �j 100 F.F. I— II I� ° I ° W l I ° �� 5 08 j° I I I z \ I' ,i I a° S-2 I I° /C 10 �XI511NG I I( _ �XI5TING ZONED p ---F p '�L-0�� I Q N ° 12 o fl d _\ MULTI -FAMILY 11' CAN5, i Cn � - 6 1 ► ° °� I� N \ < wlTH COMP. U5F \ I'� I ° I ° ° I Io N_ P�pMIT) _ I`� z .38 T.P. �i� 99.88 T.P. I I I� 5F-113ACK 1 I °' \ \ I \ \ 10G W �I :° p W. W W.W. W.W. . �t Q -�----�-- - - ----- I 1 I Q ! . ..Wzl 142 �� TYP. D W WW' ---7-4. '_--------- 6 ° ,-0 to ......... ° ° 01 � 99.98,T.C.- (� 99W92T.C.W� ° Q j to .W.W.W. S-2 OZ 99.48 B.C., WW W W - Q II I . ° S-2 O . . W 131K Wf?A�K I ( . 99.80 T.C. ! _ . ; C.5,p�51GN �1Nd17Ast?5 ; _ 99.84 T.C. 1 99.30 B.C. TVP. ° °W . PGS, 20 &21J . . .. 99.34 B.C. v 1'-6" 1'4'\ 66'-84 d I ° ° . . 4 03 99.81 T.C. 3' o" 201,4-71 I ° � � � �� ONS -WAY � S-2 ° � 99.67 T.C. 99.31 B.C? . . . .. � E*TC FIC ONLY Q 3,. ° W . . . ��203 T.C. I. I TVP. 61-64 ° 99.17 B.C. �' ! ST 99.25-B. . =� ° -7 W Wim- _:'�� yW Q 1,12 /� I WW WWWW W�. W W. y .+ W .112 ....V Q — _ . I _ ' . . %% . C? SL_OpE� I.12 1 -. . . . . . . . 5t -Op:: 112 IW -a--- °° `~1N . . .W.W.W.W.W.W W.W.W.W.W. . ..`.`.`.W.W. .W. . . . . . —� 5L_01'E �) Tf FIC EXIT SW99.00 B.C.--------------------------------------------------------- — _..._.-' -- ONLY P. I TVI -36' 34'-212" 66'-61.' — — — — --- — —L--- —�-- 2 Q I I 99.34 T.C. 5At\A 98.84 B.01�f �I V� SOLI�'NWOOf� �I ► ! 50' Q VAY z; IlLF LOT 4A & 4L3 �jW i j 13LO' K - I813 --------! -------- ! 51�C1'ION SITE PLAN SCALE: 1" =10"106 *,--q CONTINUOUS #3 DOWELS AT -481 O.0 ,a ----=-- -*-------=---i -------- r -t-- DETAIL 2'' COMPACTED SAND ON COMPACTED 51_113 6PADE # -4 Al- 18" 0.0 . EACH WAY z 6AI_VANIZF_n METAL KEYWAY JOINTS AT �- AP _OX' l S ' O.C. _#-4AT18" O.C. EACH WAY 2'' COMPACTED SAND ON COMPACTED SUIS 6FA2E 031 PARKING DET 01 c, d" 3/ -q'' PF-12WOO> 00 00 � A4 F-XPAN51ON JOINT 1/ 411 00N� TYPICAL QZ�d' i3ELOW TOp OE WALK -� #3 DOWELS P-6 " LONG AT Z Q TOOL EDG,E5, FILL JOINT 16'' O.C. WP.lAP ONE END W/ v w w WITH CAULKING, POLY, Q D — fAa---------------_---__ w O m. - d- 2'' COMPACTF-P SANP . PAMF POpTION TO 13E CONTPA5111\16 COLOp ANb NAVE 1/ 411 DEEP O GpOOVES 2" APApT. SIDEWALKS - 1-0 NAVE #3 AT 16'' O,C. EA. WAY, FApKI NG - TO NAVE # 4 AT 18'' O.C. EA. WAY. 01 c, d" 00 00 � A4 00N� QZ�d' C s cn W LU 1 0 ~ M T^ ¢o N O d" 00 � A4 QZ�d' w O O 00 w O 8 O cn W LU 1 0 ~ M T^ ¢o N O NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER NOTE: PROPERTY LINE 6" THICK CONCRETE (28 DAY STRENGTH= 3500 PSI) SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS N CURB 8, GUTTER PAVEMENT 40'APART AND AT ALL RADIUS POINTS, P.T.'S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF ALL NOTE: RAMPS ONLY WHEN - _ _ - _ _ _ - _ R3 P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & 40'APART AND AT RADIUS POINTS, P.T.'S AND RAW WIDTH GUTTER SHALL BE SPACED AT A MAXIMUM P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & THE LONGITUDINAL SLOPE IS DOWEL NTD EXISTING SIDEWALK DOWEL 2" 3„ DISTANCE OF APART. t0' GUTTER SHALL BE SPACED AT A MAXIMUM 24•• t2„ 12„ DISTANCE OF t0' APART. GREATER THAN t:20 RAMPS SHALL COMPLY WITH tVARiES) W/*4 BARS Q 18" O.C. 6"T - *4 BARS Q 18" C/C 3.. ' /."R 24 1/4"R a Q I TAS REOUIREMENTS RETURN CURB TO HAVE VARIES 10%2. ' 3'i "R 11 Y „ a 'l' i•• 6" 1/4"R 5.. t2„ T "� ti� OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRAOE E I•�4,. !t3•1 6. 7" EXPANSION JT. & 6 1/2- * 4 BARS CONTINUOUS -/1 • • 3.. 3 3" 2•• :. : , ;• <:., AND 3" CLEAR TYP. 2" • _ *4 BARS SMOOTH DOWEL BAR, 0 = 3/4" X 18" SMOOTH �4 3•• •4% OF OPTIMUM 24" LAY DOWN EXPANSION DOWELS 1/2"0 X 16", WITH CAP Q 12" O.C. I DOWELLED IN CURBS TYPICAL RURAL ROAD RIBBON TYPICAL COMBINED 1R STYPE "G" EXPANSION JOINT ---'I GUTTER SECTION ** 5'R. (MIN.) BACK OF CURB DETAIL JOINT (SEE RAMP DETAIL) CURB & GUTTER SECTION �StRE� L� STI -01 STI -00 STI -02 NOTE: NOTE: NEAT SAW CUT NEAT NEAT SAW CUT TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1/2" CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40'APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION SPACED AT A MAXIMUM DISTANCE OF 40'APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION (TYPICAL) SAW CUT A t' /EXISTING JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED. AT A MAXIMUM DISTANCE OF 10' APART DISTANCE OF IO' APART ■4 BAR "G" 2. PIPE EXTENDED 1. 2" FROM BOC TO BE COVERED WITH FABRIC AND TIED IN PLACE 6•• Q • . *MAINTAIN 2% MAX CROSS TYPE EXPANSION JOINT CURB &GUTTER TO SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET 24.. 24" 24' 6•• MIN 1/2% • ,.� 6" 28 -DAY CONCRETE 1/4"R 4" 10 0 4" • g,• 6 3/ 12" SLOPE 1/4"R 3. f� -� 0 /4" • -�� 6 3 STRENGTH•3500 si. 2.. 3 3.. 3..• I 3.. 3.. 3.. m• 44" �� • _ *4 BARS - 3" �- 4„ _ • - *4 BARS r�ml�� j j t' -061 0 =3/4" X 18" SMOOTH EXPANSION DOWELS 0 =3/4" X 18" SMOOTH EXPANSION DOWELS RIBBON CURB A EXPANSION JOINT (TYP.) TYPICAL COMBINED TYPICAL EEEPHOLE CURB SPILL CURB STI -03 STI -04 I I ST1-05 1/8" R SEAL WITH JOINT MATERIAL 6" MIN 7 METAL KEY WAY PLATE DEFORMED TIE BARS 04 X 18", 18" O.C. TYPE "D" LONGITUDINAL JOINT TRANSVERSE REINFORCEMENT: TYPE "G" JOINT 04 BARS AT 18" C. TO C. C. TO C. ' TYPE "D" JOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE'L LONGITUDINAL REINFORCEMENT: L 40' �L 40' 3L 4 CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED t 1 *4 BARS AT 18" C. TO C. TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18", 12" O.C. 1/4•• R DATED W/HEAVY GREASE) c. n 6" MIN. 3/4" _1-5/8.. RECYCLED MATERIAL, 1/2" THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP 3/4" INSIDE DIAMETER TO BE 1/16" GREATER BY J.OAPPROVED CO. THAN DIAMETER OF DOWEL BAR. CAP 3' MUST BE LONG ENOUGH TO COVER 2" OF DOWELIS IS1"AND "AVE ENDO sp END OF METAL KEY WAY PLATE CAP i" FROM THE END OF BAR. TYPEIIGII EXPANSION & CONSTRUCTION JOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.-S, & OPPOSITE P.I.-S, JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE "0" JOINT 5 LONGITUDINAL JT. Q 900 TO CHORD Of RADIUS. (TYP.) (TYP.) SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REO'0 IN CURBS. 3/8" R -�I Imo- t/8" TO 3/16" II X3/4•• a �- r 6" MIN. . E *4 BARS, 18" 0 C.E.W. TYPE "B" CONTRACTION TOINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS t'6" BACK OF CURB TYPE "0" JOINT TYPE "B" JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION 12' T MIN. TO *4 BARS Q 18" O.C.E.W� (MID SLAB) _ _ ., • _•,_:._„. �6" SECTIONA A dl; Q0 TYPE "G" EXPANSION EXITING CURB & GUTTER KEEP 6" RISE TO ` JOINT. ELEV.+ TO BE REMOVED IE -� TYPE "G" EXPANSION T/C ELEV.= 3" PROPERTY LINE JOINT. ELEV. CURB RETURN RADIUS +2' CURB RETURN RADIUS +2' KEEP 6" RISE TO MATCH E, Of � °�' t, IF THERE IS A VALLEY i T/C ELEV.= 3" W EXISTING GUTTER 2•J � CURB RETURN RADIUS p-6- CUTTER, THEN TRANSITION 4 CURB RETURN RADIUS 1' -6 - MATCH E OF PROPERTY LINE pa O O CROWN AT VALLEY GUTTER O D i EXISTING PVMT. Z < ACCESSIBLE ROUTE (4' MIN.) Z > ACCESSIBLE ROUTE (4' MIN.) EXISTING GUTTER 4" a TO FULL CROWN IN 50'. F a 2' ,ri: . - - o � (OPTIONAL)��11 EXISTING 4• - a TE�� 2. TYPE I G" EXPANSION JOINTS (L D (OPTIONAL) PVMT, �) "Qy, NOTE 3, IN CURB & GUTTER SHALL BE --'-- EXISTING BASE 3" RISE NOTE 3. SPACED AT AMAX. DISTANCE �1E 3-. NOTE NOTE 3 DRIVEWAY APRON SHALL BE 4' DEFORMED TIE BAR =3000 psi) CONCRETE BARSR9 STRENGTH 1 /+.. TAPES APART RA AT ALL MIN DRIVEWAY APRON SHALL BE 4" Of 40, -� MIN O.C.E.W. ASPHALT APRONS W/0 ' JOINTS POINTS, P.T.'S & P.C.'S . 3" RISE I �B" CONTRACTION � EXISTING (28 -DAY CONCRETE STRENGTH *4 X 18" O.C. TYPE "0" LONGITUDINAL IN CURB & GUTTER LONGITUDINAL BASE =3000 psi) W/*4 BARS Q 18" FOR TIE TO CONCRETE CURB AND GUTTER SHALL BE JOINT SHALLIBE SPACED AT A MAX. JOINT O.C.E.W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT ALLOWEDON OPEN DITCHED DISTANCE OF IWAPART. DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY STREET SECTIONS ONLY. 3. 2% M SLOPE. *a x 18" O.C. FOR TIE ALLOWEOON OPEN DITCHED SECTIONA A. 4, 5' MIN TRANSITION TO LAY SECTIONA A TO CONCRETE TO STREET SECTIONS ONLY. SECTIONA A SLOPING AWAY FROM INTERSECTION DOWN 'CURB BEGIN AT P.T. SLOPING TOWARD INTERSECTION CONCRETE PAVEMENT ONLY. SECTIONA A -SIDE STREET WIDTH WITHLAYDOWN CURB PVMS A TYPE "G" EXPANSION JOINT f/� PNpLt V) z O Ln w ALLEY' '. \ Q °'.S : ;:�,, ;: •Q` RESIDENTIAL PROPERTY LINE 6" THICK CONCRETE (28 DAY STRENGTH= 3500 PSI) *MAINTAIN 2Z MAX SECTION PAVEMENT p / n \ by �, Z v = ASPHALTIC 1. RURAL SECTIONS WILL NOT REOUIRE 16' w �- CONC. PVMT. EASEMENTS PARALLEL TO ROW WITHIN NOTE: RAMPS ONLY WHEN - _ _ - _ _ _ - _ W/*4 BARS AT 18" O.C.E.W. CROSS SLOPE A RAW WIDTH OJ ?\ 100 THE LONGITUDINAL SLOPE IS DOWEL NTD EXISTING SIDEWALK DOWEL W/6" LSSB TO 2'BEYOND B.O.C. RE 2. WITHIN ETJ ARE A°RURAL SECTIONS SHALL �19� GREATER THAN t:20 RAMPS SHALL COMPLY WITH tVARiES) W/*4 BARS Q 18" O.C. FOLLOW COUNTY SPECS AND STANDARDS "'"". I TAS REOUIREMENTS RETURN CURB TO HAVE BACK OF CURB OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRAOE A ROLL FACE DIMINISHING EXPANSION JT. & I 25' RAD. (MIN.) :. : , ;• <:., E �-�� AT RADIUS POINT SMOOTH DOWEL BAR, •4% OF OPTIMUM SIDEWALK * a _4F-+ I 1-I-i-I�i i 1/2"0 X 16", WITH CAP Q 12" O.C. I I TYPE "D" I / LONGITUDINAL ACCESSIBLE RAMP TYPICAL RURAL ROAD RIBBON CURB SECTION 1R STYPE "G" EXPANSION JOINT ---'I ** 5'R. (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) JOINT (SEE RAMP DETAIL) �StRE� L� i ACCESSIBLE ROUTE* NEAT SAW CUT NEAT NEAT SAW CUT - - - - - - - - - - -'- - -i-- - - - - - - - - - - SAW CUT A t' /EXISTING I POINT OF ALLEY PAVING ALLEY "G" TANGENCY — *MAINTAIN 2% MAX CROSS TYPE EXPANSION JOINT CURB &GUTTER TO SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET • • —► • - • • • - —► • - • ' • • -f-► • • - • • • —� • - - ••• STI SURFACING AS NEEDED. -061 t A EXPANSION JOINT (TYP.) ** EXISTING SIDEWALKS, (A MN. S,-L� SEAL W/APPROVED OF a' BEHIND BACK E CURB), RESIDENTIAL DRIVEWAY EXPANSION JOINT MATERIAL MAY REMAIN N PLACE BE REMISE SIDEWALK MUST TYPICAL STRIJET CONCRETE APRON T� BE REMOVED. i c./ n ST2-00 ST2-01 Ww u O uu DRIVEWAY TYPE "0" EXPANSION JOINT, p► rnL411 ELEV.=T/C ELEV.+3" TYPE "G" EXPANSION JOINT v SLD.?FER�I� MIN• EXISTING CURB & �+ 1-tGUTTER TO BE KEEP 6" RISE TO I PROPERTY LINE I APPROX. 12" REMOVEDRR PROPERTY LINE —� DRIVEWAYVARIES WIDTH EX MCH GUTTER - - - DRAINAGE CULVERT EXISTING PVMT, 3' ATI VARIES (MIN. 18" DIA RCP PIPE) i I 6" *MAINTAIN 2% MAX I RETURN CURB TO HAVE A ----- _ -� CROSS SLOPE It A ROLL RAOUS°PONITHNG SECTION A A PROPERTYi LINE S �TYPE "0" AMBULATORY RAMP V 1 I RE OVE CURB NOTE: - - - —�� - EXISTING BASE MIN. DRIVEWAY APRON SHALL BE 25' MIN. R. I LONGITUDINAL SLOPE tat MAX. - - - -HRU RAMPi JOINT t. LENGTH OF DRAINAGE PIPE FOR - - - - - DEFORMED TIE BAR 6" (28 -DAY CONCRETE �_ _ _ _ _ _r� RESIDENTIAL DRIVES IS 36' MAX *4 X 18" O.C. STRENGTH • 3000 psi) W/*4 - - & 20' MIN. DRAINAGE EDGE PVMT. FOR TYING NEW BARS Q 18" O.C.E.W. ASPHALT SIDEWALK -? * <_ �V 2. ALL DRIVEWAY PIPES WITHIN CULVERT CONCRETE TO EXISTING APRONS AL CURB & GUTTER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r T, CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN - � y NEAT w ROW MUST HAVE CONCRETE ONLY DITCHED STREET SECTIONS gpNEAT yy CUT i SAW CUT SLOPED END SECTIONS } STREET ONLY. _ _ _ (6a SLOPE) OR APPROVED A! -I - _ - _ - EOUAL. SECTIONA A ICAL DRI DRIVEWAY ENTRA VCE t TYPE 'G. A NEAT.EXISTING CURB &GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED 'REPLACE STREETcon WITH CULVERT SURFACING AS NEEDED O COMMERCIAL DRIVEWAY ST2-02 ST2-03 FE * 28 -DAY CONCRETE FLEX BASE * MIN. 6" HMAC I 4 BARS, 18" O.C.E.W. EXISTING SEAL COATI S TRENGTH= 3500 psi CEMENT (TYPE C OR DIL HMAC DOWEL *5 BARS. t6" LG.. EXISTING 6" SAW CUT t8'• INTO EXIST. PVMT•), Q 18" O.C. STABILIZED SAND GRAVEL STREET 00 0 .o 00 0° o°o.o.°• o 0o EXISTINGSTREETCRETE ..... SAW U COMPACTED CEMENT VARIES `'' ' ''" STABILIZED SAND OR COMPACTED CEMENT ZED t2" fint7rnY- con .- /� FLEX BASE 12 STABILISAND *REFER TO HMAC SPECIFICATION v 1 FOR LIFT AND COMPACTION 12" REQUIREMENTS ' a--- VARIES SEE BEDDING DETAIL FOR SEE APPROPRIATE DETAIL FOR APPROPRIATE PIPE TYPE APPROPRIATE PIPE TYPE UNDISTURBED SOIL-/f� VARIES Q UNDISTURBED SOILSEE BEDDING DETAIL FOR VARIES UNDISTURBED SOILAPPROPRIATE PIPE TYPE Il OPEN CUT OPEN CUT SEAL COAT/ OPEN CUT CONCRETE STREET ` `s i GRAVEL STREET OVERLAY STREETw w ST4-00 7T4-01 f ST4-02 100' ROW 40 I 0 —16' 16- O 16' UTILITY 14' I 14' 16' UTILITY P, EASEMENT 12' I) 12' w EASEMENT (SEE NOTE 1) (SEE NOTE 1) r,.; RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT Z v = ASPHALTIC 1. RURAL SECTIONS WILL NOT REOUIRE 16' w �- CONC. PVMT. EASEMENTS PARALLEL TO ROW WITHIN 24 30 WIDTH RAW WIDTH 70 100 40 I 0 —16' 16- O 16' UTILITY 14' I 14' 16' UTILITY P, EASEMENT 12' I) 12' w EASEMENT (SEE NOTE 1) (SEE NOTE 1) r,.; GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIREO. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ST3-00 NOTES: NOTES: CITY O!F BRYAN 1. ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" _I 2. FOR SUBGRADES WITH PI>15 AND % PASSING RIGHT Of WAY AND PAVEMENT WIDTH. G THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). The Good L fe, Teras Style." SIEVE >-35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUIRED TO USE 5" HMAC I FOR SUBGRADES WITH PK 15 AND % PASSING THE •200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4, SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R -O -W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) E VARIABLE R -O -W (SEE NOTE 5) Q VARIABLE B/C TO B/C (SEE NOTE 5) Q � MONOLITHIC CURB SEE 5'CONCRETE 2" HOT MIX ASPHALTIC STD.CURB & GUTTER SEE 4' CONCRETE I I SEE 5' CONCRETE 6" REINFORCED CONC%LTE SEE 4'CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I I SIDEWALK DETAIL (28 DAYSTRENGTH=350) PSI) ( TYPE "0" JOINT SIDEWALK DETAIL 3% SLOPE 37 SLOPE --• DRAWN BY: C.L.M. —► - :....... DATE: 01-01-09 LIMIT Of MEASUREMENT 2' 6" MIN. 4" HMAC BASE COMPACTED STABILIZED SUBGRADE t98% STANDARD LIMIT Of 2' •4 BARS Q 18" O.C.E.W. I 6" COMPACTED STABILIZED SUBGRAOE (98% STANDARD SCALE OR 6" CRUSHED LIMESTONE MEASUREMENT (MID SLAB) ASTM D-698 AT A MOISTURE CONTENT BETWEEN N T S FOR ROADWAY EXCAVATION BASE (95% MOD. ASTM -D1557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY AND STABILIZATION (LOCAL STREETS) 0 AND •4/. OF OPTIMUM. EXCAVATION & 0 AND •4% OF OPTIMUM) APPROVED: STABILIZATION. VII. P. K. TYPICAL STREET SECTION TYPIC STREET SECTION F I G u R E ASPHALTIC CONCRETE, PATTA/MATT ST4-04 RAEINTOkCED CONCRLTE, PAVL'ME,NT ST4-05 SHEET', 1 OF 1 W X CL NOTES: o N 2" HOT MIX 7 STD. RIBBON CURB °• Z v = ASPHALTIC 1. RURAL SECTIONS WILL NOT REOUIRE 16' w �- CONC. PVMT. EASEMENTS PARALLEL TO ROW WITHIN = G v CITY LIMITS. C � 1/2"/FT. SLOPE -•► w r S.• 2. WITHIN ETJ ARE A°RURAL SECTIONS SHALL �19� FOLLOW COUNTY SPECS AND STANDARDS "'"". I �^` OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRAOE LIMESTONE BASE. (987. STANDARD ASTM 0-698 AT A MOISTURE CONTENT BETWEEN 0 AND •4% OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION STA -NQ GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIREO. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ST3-00 NOTES: NOTES: CITY O!F BRYAN 1. ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" _I 2. FOR SUBGRADES WITH PI>15 AND % PASSING RIGHT Of WAY AND PAVEMENT WIDTH. G THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). The Good L fe, Teras Style." SIEVE >-35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUIRED TO USE 5" HMAC I FOR SUBGRADES WITH PK 15 AND % PASSING THE •200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4, SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R -O -W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) E VARIABLE R -O -W (SEE NOTE 5) Q VARIABLE B/C TO B/C (SEE NOTE 5) Q � MONOLITHIC CURB SEE 5'CONCRETE 2" HOT MIX ASPHALTIC STD.CURB & GUTTER SEE 4' CONCRETE I I SEE 5' CONCRETE 6" REINFORCED CONC%LTE SEE 4'CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I I SIDEWALK DETAIL (28 DAYSTRENGTH=350) PSI) ( TYPE "0" JOINT SIDEWALK DETAIL 3% SLOPE 37 SLOPE --• DRAWN BY: C.L.M. —► - :....... DATE: 01-01-09 LIMIT Of MEASUREMENT 2' 6" MIN. 4" HMAC BASE COMPACTED STABILIZED SUBGRADE t98% STANDARD LIMIT Of 2' •4 BARS Q 18" O.C.E.W. I 6" COMPACTED STABILIZED SUBGRAOE (98% STANDARD SCALE OR 6" CRUSHED LIMESTONE MEASUREMENT (MID SLAB) ASTM D-698 AT A MOISTURE CONTENT BETWEEN N T S FOR ROADWAY EXCAVATION BASE (95% MOD. ASTM -D1557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY AND STABILIZATION (LOCAL STREETS) 0 AND •4/. OF OPTIMUM. EXCAVATION & 0 AND •4% OF OPTIMUM) APPROVED: STABILIZATION. VII. P. K. TYPICAL STREET SECTION TYPIC STREET SECTION F I G u R E ASPHALTIC CONCRETE, PATTA/MATT ST4-04 RAEINTOkCED CONCRLTE, PAVL'ME,NT ST4-05 SHEET', 1 OF 1 CROSS SLOPE 2X MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK z 2X to 47 2% MAX., 1/ MIN. j PAVEMENT CURB y o: a� 0. 8' TYP. a NOTE, THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REOUIREMENTS - BERMS MAY BE REOUIRED OUTSIDE OF THE SIDEWALK. a Lop $itl " ®r00e eWal x rtY Li w v k � � � ne 1 � t $(rQel w '� " n� m ^ PER TAS n STANDARDS NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS 0 4'0.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURD, JUNCTION BOX, ETC.) WITH ■3 x 12" BARS 0 12" O.C. OR •4 x 12" BARS 0 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0.4/. WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR p 1/4" R 1/2" 0 X 18", 12" O.C. r (COATED W/HEAVY GREASE) {� 3/4•' -� 3'-0" MIN. ' -51-01, VARIES-� 4.. �E - 2'/. MAX. RECYCLED MATERIAL, 1/2" SEE NOTE 4 THICK AS MANUFACTURED3" LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR DIAMETER TO BE 1/16" GREATER- THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST VER 2"OF •3 BARS 0 t2" O.C.E.W, OR 28 -DAY CONCRETE BE LONG ENOUGH TO CO DOWEL AND HAVE STOP V ENO F 14 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi CAP IS t" FROM END OF BAR. t4" THICK MIN.) SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS T 3'-0" MIN. 6'-0" �vARIES-� E- 2% MAX. I SEE NOTE 4 •3 BARS 0 12" O.C.E.W.OR 28 -DAY CONCRETE ■4 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE TRAFFIC RATEVARIES-� PAVER MATERIAL 2/. MAX, SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE •3 BARS 6 12" O.C.E.W. OR STRENGTH = 3000 psi 14 BARS 0 18" O.C.E.W. (4'• THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SWI -02 0 C F J r - z Lending & CONSTRUCTION JOINT PEDESTRIAN FACILITIES a SIDEWALK SLOPE REQUIREMENTS CM ** VARIES 4- dam 0. `-6 f-swi-00 SAWED OR FORMED, 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL 1/8" TO 3/16" SEAL WITH EXPANSION Spore IN PLACE OR APPROVED EOUAL 3• ,I, GREEN SPACE � 4 `� pedestrion troves) ° °' ° ' 8' '• ° . SIDEWALK4n. JOINT MATERIAL, MIN. 3/8" R IIA 6' °..' SIDEWALK °. ° ', d FIs �' 4"x4"x3/16" STRUCTURAL STEEL TUBING °. . r ° •° �Ia V 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY ' O.C. MAXI MU ' O.C. MAXIMUM 2" O.C. DIRECTION'' h o: Side (lore 6' No. 4 BARS 4.. - 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF W AMP* �;:. \ i � 12:1 2a; DETECTABLE WARNING 5„ WARMNG E SURFACE 6" VARIES (Typ) PROPERTY LINE I MAX. °`•• L - \ SURFACE SIDEWALK CONTRACTION JOINT 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE TRENCH GRATE MAY ONLY BE 50" APPROXIMATE LOCATION FOR THE DETECABLE WARNING P. JR " O.C. �+�_4�x4"%R;��TRUCTUR MIN 8" INTO EALL JOINTS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS y ° , . 4"x2"x3/16" STRUCTURAL STEEL TUBING 1"xt"x3/16" TUBING MAX 24"AL CONIC. SIDEWALK 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN OF 24"END SURFACE STRUCTURAL STEEL 3-1/2„ AVAILABLE. ? **23'00' CURB RADIUS- p ; .° • ' ° I 21.5' (20' CURB RAMS( SEE CONNECTION DETAIL �, PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 16.5' 125' CURB RADIUS) 4.. 7.5.. 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY ° STANDARDS (TAS) AND 16 TAC §68.102. TYPICAL PEDESTIZLAN X2" DIA. BOLT CROSS SLOPE NOT TO EXCEED x 2% OR 8E LESS THAN t% ON ANY z m DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE T CONNECTION DETAIL GUARDRAIL 6„ CORNER RADIUS. PORNION OF RAMP OR TRANSITION \ TO STREET MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE 1•• MAX. SAND LAYING COURSE OVER OR THROUGH THEM. SWI -0l CROSS SLOPE NOT TO EXCEED2Z POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, ACCEPTABLE DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. OR BE IZ ON ANY LESS " ° GENERAL NOTES: TRAFFIC RATED PAVER MATERIAL > • .. ° ARE NOT REOUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION IKS, OR AS DIRECTED BY THE ENGINEER. 5' 3' SHALL BE ADEOUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. 8' OTHERWISE SHOWN ON THE PLANS. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL 10. HANORA►LS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 5'/6' SIDEWALK AMBULATORY ROUTE CROSSES (PENETRATES)A CURB. 8' SIDEWALK AMBULATORY APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS SIDEWALK DRAINAGE RAMP AT STREET INTERSECTIONSW3-00 BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS RAMP AT STREET INTERSECTION BY THE ENGINEER. TRENCH GRATE SW3-02 ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. *CROSS SLOPE NOT TO EXCEED T 3'-0" MIN. 6'-0" �vARIES-� E- 2% MAX. I SEE NOTE 4 •3 BARS 0 12" O.C.E.W.OR 28 -DAY CONCRETE ■4 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE TRAFFIC RATEVARIES-� PAVER MATERIAL 2/. MAX, SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE •3 BARS 6 12" O.C.E.W. OR STRENGTH = 3000 psi 14 BARS 0 18" O.C.E.W. (4'• THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SWI -02 OETEt'TABLE WARNING SURFACE 0 C F J r - z Lending c a I LANDING PEDESTRIAN FACILITIES a ** VARIES P 4- CM ** VARIES 4- dam 0. `-6 3/16.. VARIES NEENAH GRATE BOLTED Noel Ar^ior a� .. B 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL (Domes to run porollel to Spore IN PLACE OR APPROVED EOUAL 3• ,I, GREEN SPACE � 4 `� pedestrion troves) ° °' ° ' 8' '• ° . SIDEWALK4n. 4" Mox IIA 6' °..' SIDEWALK °. ° ', d FIs �' end Usuol °. . r ° •° �Ia V 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY DIRECTION'' h o: Side (lore 6' No. 4 BARS ;o:;a;�:o;:o:•C:co..:a• tTypicop 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN AMP* �;:. \ i � 12:1 2a; DETECTABLE WARNING - r AMP*yar \ J 12:1 : ;.< WARMNG E SURFACE 6" VARIES (Typ) PROPERTY LINE I MAX. °`•• L - \ SURFACE PROPERTY LINE � 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE TRENCH GRATE MAY ONLY BE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2/.. APPROXIMATE LOCATION FOR THE DETECABLE WARNING P. JR ALLOWED WITH PRIOR APPROVAL FROM AND .?S .P y WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS y ° , . WOULD NOT THE CITY ENGINEER WHERE THERE IS NO OTHER STORM SEWER SYSTEM 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN OF 24"END SURFACE ° DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND THE AVAILABLE. ? **23'00' CURB RADIUS- p ; .° • ' ° I 21.5' (20' CURB RAMS( FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE �, PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 16.5' 125' CURB RADIUS) INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY ° STANDARDS (TAS) AND 16 TAC §68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. CROSS SLOPE NOT TO EXCEED x 2% OR 8E LESS THAN t% ON ANY z m DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE \ ** 23' (10' CURB RADIUS) 3 21.5 (20 CLIRS RADIUS) \ AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. PORNION OF RAMP OR TRANSITION \ TO STREET MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE 16.5' (25' CURB RADIUS) OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED CROSS SLOPE NOT TO EXCEED2Z POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. OR BE IZ ON ANY LESS " ° ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK > • .. ° ARE NOT REOUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL PORTION OF RAMPTHAN OR TRANSITION TO STREET CROSSWAL IKS, OR AS DIRECTED BY THE ENGINEER. 5' 3' 9, EXISTING 8' OTHERWISE SHOWN ON THE PLANS. 10. HANORA►LS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER boine17YC View 5'/6' SIDEWALK AMBULATORY ROUTE CROSSES (PENETRATES)A CURB. 8' SIDEWALK AMBULATORY 11. SEPARATE'' SIDEWALK DRAINAGE RAMP AT STREET INTERSECTIONSW3-00 WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED RAMP AT STREET INTERSECTION BY THE ENGINEER. TRENCH GRATE SW3-02 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, SW3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1X ON ANY 2% OR BE LESS THAN 1% ON ANY PORTION Of RAMP OR TRANSITION TO STREET / PORTION Of RAMP OR TRANSITION TO STREET / PORTION OF RAMP OR TRANSITION TO STREET / / � Get Gt / by `J5 `J5 PROPERTY / LINE PROPERTY / INE PROPERTY LINE WARM GABLE / DETECTABLE / DETECTABLE / WARNING / -- SURFACE 4,y 8' SIDEWALK y, 4,y _ SURFACE J _ -- '� SURFACE y y� RAMP ;.e�: 6' SIDEWALK ? RAMP* ,ae1° LOPE °_^�; Z RAMP* ep.„ 5' SIDEWALK 11 SL P 1:12 AX. AXP SLOPE MA). 3 EXPANSION 3 SMOOTHODOWEL BAR, BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH CAP 0 12" O.C. 1/2" DIA. X 16", WITH CAP 0 12" O.C. BACK SMOOTH DOWEL BAR, OF CURB SMO DIA X EL WITH BACK 6' MIN. (COATED W/HEAVY OF CURB CREASE) BACK 6' MIN. (COATED W/HEAVY Of CURB GREASE) 6' MIN. CAP 0 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 I I SW3-04 SW3-05 OETEt'TABLE WARNING SURFACE �- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 0 C F J r - z Lending c a I LANDING PEDESTRIAN FACILITIES a CM CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION dam 0. `-6 -� a� .. B 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL (Domes to run porollel to 4iosi;O:;o::4psU;; : 4• MAX. AND USUAL, PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE pedestrion troves) OF APPROACH 4" Mox �- 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 \- 6" min Foce of 10" mox curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RI SW2-01 C5' x 5' u LANDING 1.U, d iA a IL '-E- 6' 6,Foce of (TYPICAL) 4'RAMP WIDTH (TYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS GENERAL NOTES FOR 0 C DETECTABLE WARNINGS z Lending PEDESTRIAN FACILITIES a GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION dam 0. `-6 Detectoble worning surfoce 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL (Domes to run porollel to STILL OR PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE pedestrion troves) OF APPROACH 4" Mox DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED end Usuol CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION'' Side (lore �, E ;o:;a;�:o;:o:•C:co..:a• tTypicop \- 6" min Foce of 10" mox curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RI SW2-01 C5' x 5' u LANDING 1.U, d iA a IL '-E- 6' 6,Foce of (TYPICAL) 4'RAMP WIDTH (TYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL OR PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION'' NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM �4LLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2/.. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN OF 24"END SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE (CARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC §68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWAL IKS, OR AS DIRECTED BY THE ENGINEER. 9, EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANORA►LS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. 11. SEPARATE'' CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS'' WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, 13. FLARE SLOPE SHALL NOT EXCEED 10X MEASURED ALONG CURB LINE. I I I 2wi: V C +„ 0 0 0 0 s d u Lon ding 0000 a° worningg dome srf cencoFed 4" MoxDETECTABLE WARNING PA VER be A fDetectoble ide (lore �N E tTypicol) Foce of curb TRUNCATED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER W2-02 GENERAL NOTES (PAVERS). FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOU►REMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. N0.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH EXPANSI( N JOINT TRUNCATED DOME SURFACE AS REOL RED 1" MORTAR BED - SHALL CONFORM TO SIDE FLARI APPLICABLE SPECIFICATIONS (TYP) CONTROL JOINT PERMISSIBLE NIMIN. 4" No. REBAR AT 18" AX,) ON -CENTER BOTIJ WAYS TPCOERETISONFORMO APPLICABLE SECTIONA-A SW2-03 (n z O cn w Of CITY OF'BRYAN The Good Life, Texas Stale. DRAWN BY: C -L -M - DATE 01-0-09 I': SCALE N T S APPROVED: W. P. K. FIGURE L:: ff SHEET 1 OF 1 511 PLAN N01'F, 5; 1, ALL POOP ANP 6POUNP-MOUNT�2 M�CHANICA- �QUIPM�NT SHALL P3 5CP��N�2 PPOM VIEW OP 1501 -ATF -12 50 A5 N01" TO 131� VI5113L PPOM ANY PUBLIC PIGHT-OP-WAY OP P1�52�NTIAL 1215TJCT WITHIN 15CD' OF THS 50J�CT LOT, M�A%P,�P PPOM A POINT PIVD P��T A(30V� 6PAI21�, 5UCH 5CP��NIN6 SHALL 13� COOP2INATN2 WITH THS 13UIL21N6 APCHIT�CTUP� ANP 5CA-� TO MAINTAIN A UNIPEP APP�AP.ANa. 2, �XTrJOP 13UIL21N6 ANP 511 UIGHTING WILL MF T THF 5TANPAP25 OF 51�CTION x,10 OF THS UNIP1�2 D�V�LOPM�NT OPPINANa, TH- LIGHT 50UP,a 5HAL1- NOT PPCJ�CT 13�LOW AN OPAQUE HOU5IN6 ANP NO PIXTUP� 5H&I- 21P�CTLY PPOJ�CT LIGHT HOPIZONTALLY, PIXTUP1�5 WILL 13� MOUNTr--P IN 5UCH A MANN�P THAT THS PPOJ�CT02 CONS OF LIGHT 20 5 NOT CP055 ANY PPOP�PTY LINA, 3, 100% COV�P. 6G OF GPOUNPCOV�P, 12�COP?AVV� PAVING, P�COpATIV� POCK ( NOT 1-005�) , OP A P�P�NNIAL GRA55 15 P�QUIPN2 IN PAPKING LOT 15LAN25, 5WAL1�5 ANP DPAINA61� APl�A5, THS PAPKING LOT 51 TVACK, J6HT5-OP-WAY, ANP A2JAaNT PPOP�PTY 215TUJ3N2 DUPING CON5TPUC110N, 4. ALL TPl�� PPOT-C110N 13AP.ACAD1�5 TO 13� I1's,15TALLN213l�I%OPl� THS PIP5T 2�V�LOPM�NT P�PMIT 15 15502, 5. ALL PACKPLOW 21�VIa5 MU5T 131� IN5TAL1-1�2 ANP TF-5TF-2 UPON IN5TALLATION A5 PSP CITY OP2INANC� 2394, 6. THS 13UIL12ING MATF JAL TYPE 15 CON512�P�12 "VI3" , 13A51�2 ON TH15 MAT�JAL TYPE ANP 5QUA:� POOTA61� (4,0005ciJU , THS Pl�QUIP�2 PIPS PLOW 151-75O GPM, WHICH CAN 13� PPOVV 2 PPOM THS 3 A2JAC�NT PIPS HY2PAN1"5, -7, 2�V�LOP�P PPOVI2�5 Tr�MPOPAPY 131-ANK�T �A51�MFNT POP CON5TPUC110N PUPPO51�5 ANP PPOVI2�51:21�5CJPTIV� �A51�M�NT5 POP �L�CTJC INPPA5TPUCTUP� A5 21�516N�2 13Y C5U POP �L�CTJC LIN�5 ( WH�k� APPLICA31-�, INCLUDING 5TP��T LIGHT5) 8, 2�V�LOP�P MAY r3� P�5PON5113L� POP LOCATING �A5�M�NT5 ON 51T-- TO IN%kP THAT INFPA5TPUCTUP� 15 IN5TALN2 WITHIN �A51�M�NT 13OUN2AJE5, 9, 2�V�LOP�P IN5TALL5 CONPUIT PSP C51-1 5P�C5 ANP P�51GN, 10. C5U WILL PPOVV2 PPAWIN65 POP �L�CTJCAL IN5TALLA110N 11, 2�V�LOP�P WILL INT�PC�PT �XI511N6 CONDUIT AT 2�51GNATF-2 TP.AN5POPM�P5 OP OTH�P �XI511NG 2�VIC�5 ANP �XT�NP A5 Pl�QURP 2, 12, IF CONPUIT 20 5 NOT �XI5T AT 2�516NATN2 TP.AN5POPM�P OP OTH�P �XI511NG P�VIC�S, 2�V�LOP�P WILL PUPNI5H ANP IN5TALL CONDUIT A5 5HOWN ON CSU �L�CVICAL LAYOUT, 13, 2�V�LOP�P POUP5 �L�CTJC 2�VIC� PAPS OP POOTING5 0,�, TP.AN5POPM�P5, PULL 130X 5, STC) PSP C5U 5P�C5 AND 2F51GN, 14, OWNF-PP5HIP OP TI -115 PLAN ANP/ OF, 121PAWIN65 13F -LONGS 1'0 1P,A,1, PF -516N5, INC,, 4500 CAP,TF-PP CIP-F�K 5UITr-_ 203, 13PPYAN TX -7-7802, F - VF- PY ATTF-MPT NAS 13 F- N MAI2F- PY TNF- PF-51GNF-IP TO IN5UPPF- TNF- ACCURACY OF THF-�5F- 121PAWING5, IT 15 TNF- PPF-5PON51131LITY OF THF CLIF-NT ANP CONTPACTOIP5 TO CHECK THF-5� 12PAWIN65 ANP 51TF- PLAN 13�PO1PF- ANY CON5TPUC110N 13 61N5, THF A55UMF-5 NO PF-5PON51131LITY POP, OMISSIONS Op F-PPOP,5 IN TNF-5F- iPP,AWING5 OP 51TF- PLAN APTr--PP CON51PUCTION 13F-GIN5, ANY CHANGE MAP2� ON TNF- J013 WITHOUT CON5ULTIN6 TNS PF-51GNF-PP 1PUF- TO CIF -NT Op CONTP.ACT0PP5 PPP�P�PP�NC� OF, F-PPPOPP ON PLAN5, 51Tr PLAN5, 121PAWING5, F -1'C, 15 NOT TNF- IPF-5PON51131LITY OF THF- P F-51GNF-PP ANP THF- OWNF-PP, TH15 PLAN AN2/ OP, 12P?AWIN65 MAY NOT l3 1-15FIP POI, 1PF-PF-AT CON5VUCTION WITHOUT THF- WPITTF-N APPPPOVAL OP PP,A I, PF -516N5, INC. Lr,Gr,Np: PpOP�pTY LINES -0- UTIL-ITY POLIS GUY WIPF� ANCHOp AF-pIAL F-LF-CTpIC [-INF-5 -AE-AE-AE-AE- WOOP PF-NCF- CYCLIONr� Pr�NCr- T12F-F- PPOTrCTION 13AP.ACA12F- TPB TPB PpOJr�CT PHA5F-INF- F-X15TING PlpF- HYI2FANT 0 EXISTING WATT Mt�1F-p o F-X15TIN6 CLAN -OUT C.O. NSW CONCpF-Tr- NSW 5012 ApF-A WATF-p COUp51� PIp1�01-I0N N* TP.A-FIC PL -OW nIpF-CTION c TOP OF CUp13 GF - 99.92 T.C. 130TTOM OP CUPS G F 99.92 B.C. TOP OF PAVING G 1ZAPF- 99.92 T.P. CONTOUp ANI2 6PAnt� L-INr -------.-99:89 ---_ NOTES 1051 B' MAX. VAPIAI3LF- ( 5F- 511 PLAN) i .I I IIII NIGH - T�NSIL� 511?�NG11-I, POLY PAPPZICAPE� PA <1C (TYPICAL) IIII IIII -II ►_IFRONT VIEW II��_I INI'MOVKUK(TION 5TE��L P05T _ WOVEN WII2�-: PA3121C m o� d' OP?ANGF-, UV PF-515TAN1', o0 NIGH - 1EN5Lr 511°rN6TN, o f • bJo 00 U S�l POLY 13APPICAI2r PAWIC ' � Z cc3 Q (TYPICAL) N � .. z O d- � � O U U M 1 M 1 M 1 M O �O A r2. 000 iM cn � � W oc I loam wmm H W i .I I IIII NIGH - T�NSIL� 511?�NG11-I, POLY PAPPZICAPE� PA <1C (TYPICAL) IIII IIII -II ►_IFRONT VIEW II��_I INI'MOVKUK(TION 5TE��L P05T _ WOVEN WII2�-: PA3121C 1 N SIDE VIEW MAN N01.1� �XI511N6 SIGN -----------------� _- �`___-- __.-------- 8- _- -_---- _ _-_ -_--- \ -- ------- _ -------36rt7(1-TES-P�-�T-N-E-RSH I P_ L.P. __ _------ ------------- _ _----�-I ---- -----__._.__------Z_ - — - - — - _ — 99.-42- -------------- _--- �_ AE -A-E AE�- AE AE AE -'SAE--- _ AE -AE AE AE—e—f -- _-- - - +o'�s---------- --- �X%NG '� ---�0-5�--------- Q _ 6' -0" N1 �XI511NG — — — — — — — _ — - WOOn PfNC� - - M EXISTING _ - — - - 5WIN6 5�T �4511NG M5%6 -99:5 ---_ _ _-- S 1 _ --- CL111 WING Q LLJ IXI511 G PLAYSCAP� --- ---- - NP--------- EXISTING 6'-0" NT. 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I I � rUovW z -I C I< N 7 �X15TIN6 ZONF-b p-4 I MII1-TI--PAMLY M5T NG 6A5 (WITH CON12, U5F M�11 p I � P�pMIT� =1 I I I I I I I ---=-------i-_252� ---------- - IF 99.92 T.C. 99.42 B.C. 99.92 I 99.30 B.C. -4v i 99.84 T.C. i N 1 99.67 T.C. I b 99.34 B.C. 1 I 99.17 B.C. N I oc i I I I uN� o CONcrm Q ' CUT (nMO) i Q ► ! SAS/-\ 1�I?I vF, w I 99.34 T.C. 50' W, �0 �� l q v�/ �o o p 98.84 B.C. i rl i ! IP,O, , I Q I ! VALLFY L o r- `iA & -q[3 i 13L OCK - 1813 ----------! ------- ! 5FCTION - 413 6" WAAp LINA - - iI Iw .Q i I I i E: 1" _ m o� d' OP?ANGF-, UV PF-515TAN1', o0 NIGH - 1EN5Lr 511°rN6TN, o f • bJo 00 U S�l POLY 13APPICAI2r PAWIC ' � Z cc3 Q (TYPICAL) N � .. z O d- � 1 N SIDE VIEW MAN N01.1� �XI511N6 SIGN -----------------� _- �`___-- __.-------- 8- _- -_---- _ _-_ -_--- \ -- ------- _ -------36rt7(1-TES-P�-�T-N-E-RSH I P_ L.P. __ _------ ------------- _ _----�-I ---- -----__._.__------Z_ - — - - — - _ — 99.-42- -------------- _--- �_ AE -A-E AE�- AE AE AE -'SAE--- _ AE -AE AE AE—e—f -- _-- - - +o'�s---------- --- �X%NG '� ---�0-5�--------- Q _ 6' -0" N1 �XI511NG — — — — — — — _ — - WOOn PfNC� - - M EXISTING _ - — - - 5WIN6 5�T �4511NG M5%6 -99:5 ---_ _ _-- S 1 _ --- CL111 WING Q LLJ IXI511 G PLAYSCAP� --- ---- - NP--------- EXISTING 6'-0" NT. TPB PLAY5CAM WOOn ��NI , �XI511NG r - - - - ____ w PI.AY5CAP� i --- --- -- \ �XI511NG ---- -- - -- ----------------20' S��n3ACK----- -/ I �o Hf, -�Q _ — _-� _ _ I 9 CYCLONE, ITPB r- -- ----_ --m5ma CMN LINK , �XI511NG m M511NG 2'-6" PIA, 99.92 T.C. &TOYS rXI511NG PLrCTPIC I I 3 'O PIA, !Q II► w IQ� I '�t1 (o IQI�I I 'I NI I I ' I I I ' ' I I< I OLLJ 0 I I �w \I I I 18 �I �I � I-7 _ I —I 16 1 99.9 T.C. 99.4 B.C. 15 I I 14 �4511NG PLAGPOLE) I3 I 1 '2--=-- I (w I d I i 11:5 CL T-0" PIA, MmI; (TO n w I ~ � F,�-LOCAlW) Q I ' TPB i 00 I-1 Z Q 11 I CU I i � W => I => LM or I I I O CONam I I _ I (.IT (12W)1 1 - O C ( � 99.25 T. P. 0N If— I 99.92 T.C. � 99.42 B.C. I C- W �xiSriNG I IN W M I I PAY-CAIPF I I r I 13UIL1�ING I _ � � W - x,619 5Q.rT. Ib I Q o ISLANn To C� 100 F.F. 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VALLFY L o r- `iA & -q[3 i 13L OCK - 1813 ----------! ------- ! 5FCTION - 413 6" WAAp LINA - - iI Iw .Q i I I i E: 1" _ w 1 -- m U d m o� d' o0 M� H M x� f • bJo 00 U r+ 00 Z cc3 Q Q � .. z O d- w 1 -- m U d 01 d' o0 00 Z Q Q � .. z � � O U U M 1 M 1 M 1 M O �O A r2. 000 iM cn � � W oc H W v O o U a 01 cn W �-L; ' LU o i o d' o0 O Z Q Q � .. z � � O U U M 1 M 1 M 1 M O �O A r2. 000 iM cn W �-L; ' LU o i o �AN125CAPING L�CZN12 5YmPOI_ n�SCI?IPTION F_xistinct trees are internclecd to reciuce the Lanclscapinrj 0 requirements due to the owner's cheat care anti the substantial size of them. See 04/ 5-1 for barricade, size, and locations. N01�5; 1 ALL PLAN11N65 Akl� CON51n�PN2 X�0-5CAP� P�19, THI C111' OF COL 6� 5TATION APMOV�P PLANT 1-15T1 2, ALL PLANTINGS App LOW WATT 1_15ACZI MOUGNT TOI_ IFANT AN12 NA11V� TO 1�XA5, 31 1H� �4511NG 1105� MN2 R06ATION 15 TO kli WIN - 4. ALL Vl?� PkOT1 C110N PA PICAP�' 51"O 131� IN51'AL1_1�12 PPIOIP, TO TH- 155UANC� OF FIp5T 121 VMOPM�NT MMlf, LANDSCAPING NOTES N.T.S. 1091 �P�KINC.I AISLE SF'/�C,� HANDICAP VAN OF, CAP HDCP. SPACE DETAIL u : 1/4" = F -0"l 08 ra int00l black pro -fab rouclht iron fent incl1 1301tecl _AP to 5tono cap, ( 1'L4p 1 ) jG L_F-GF-NP-: PI:OP�I:TY LINES - -o- UTILITY POLF GUY WII2t?, ANCHOR ArI;IAL t�_Lr�CTMC LINI�5 —AE—AE—AE—AE— W0012 rl�NCt_�_ I//f CYCLONr nF_NCE� PIM01F-CTION I3AP.ACAPF, TPB TPB P20J�CT PHA5F- LINF- Q �X15VN6 FIpF� HY12PAN1' 0 I�XI5TIN6 WAT�P MF -1 -F -p 0 [ 45TIN6 CLAN -OUT C.O, NF -W CONCI:F�Tr5 11 4 NSW 5012 A2E�A WAF-P2 COUI?5� I2IFF_CTI0N m* TP.Ar-FIC FLOW t2irr-CTION 1'OP or CU1213 GKAl2r_ 99.92 T.C. I301" -"OM OF CUI213 G 1;ZA12r� 99.92 B.C. TOP OF PAVING 6PAl2r� 99.92 T.P. CONTOUR ANIS GIPAPE� LINA ---- 5LOMO cap C POST Conc 1 �ootincl-� 5TONr� Vr-Nr�F_:I? MANP 1: I3,OPA _ 13PICK5 5F_LF-:CTl0N: TF_JA5 TAN PHONF-: (9-79) 690-5330 POW015 �O'' OIL, F r W��phol�s - 1, �� Stirrups aa. � IGN N.T.S. 105 1 FENCE DETAIL N.T.S. 07 110 110100m E4511% 51GN LJ A-IST-�1_ERSNIP L.P. ------- _ Q EXI511NG----_—_ —_—_—_ 99 89 ------_ --� �- _C 0_MVE_R-I-AL--- - ------ �9.-4�------------- C n — AE --AE---- A AE AE AE -' E _AES --AE AE AE—e--A — — — - — - - _= ®- -� I --------------- --------------- ---- -- — f0"-�,5------- -----t8''5------- EXI511NG ! ------- 1 � — — — — —18Q11-�5-- — _._...----- `�I I WOOn FE lcE 1 111 EX1511NG EX1511NG _- - — -) r --------- 5WING 5�T _ - ME Li I 1 Q I -- I 1--------------- 20 5F-T3ACK UN n15 11' - _------.------------- ----- ......................11 _�s.� U II 1 I y W -W -W -W ---- I -� _ 1 r---------- �Q III ( S-2 a i I 625E & C�1 C1 NE o _ TYR I - � z Q I EXISTING Ef EC11'IC Z f I�1 ( _ METE T —_------- --- _ w i I T01' FENCE - I; O MMAIN, ( ` W _WWW W W . W . . JW ' , C I ' j ------ ------ \ ; NSW AI�bl1'ION 1 Il PANE. 5 TO ME -- I I I� i ' :1 IN51P� NEW 99.92 T.C. I - - - - 302 50,1 1_ Il ( A�n11floN. W 0 �i Z� 1 v a w I I I NEW 6" CONC. MASE w/ I' I -1 1 i — -- CYCLONE FENCE AMOVE, LIN-n1511��C��n .----- - .I a �,� -------_-----_-_ 1 a Q ' L� =W -------- ------ — ----------�— — pNA -LINA - a _ _ _ _ _ iw l w W W 1 1 'I W W W W W W W F a a -------o � I ° -- . W W W W. W W IO� W. \\\\\ \�\ I ,I I __j v I �- III I I W.`W W .WWWWWW ° Ijl� i z Q a 11 J 1 2 I 1 W W W W_ a \,IU — U a IQ 1 I ° ° I Z3 \I�I� I � 1 , ° 21.11 ; 1.11 1_ ; 41.11 50UTHWOOP - x 7;1<19 � Z_ IQ0 C jz dN; O i O T.P. I ( " \ Q 1 � I I'i I `r,I N O 9g9 T.C. I AXI 1 I/ 0x TYP .B.C. . N I PAY / ( i Q I (l I la =I 1 4'-N�.ry � 1 , o< Ht7Cp, 51GN 1 r I 1 I 1 1 x,619 5Q.FT, 05/ 5-2 a -- -- V1r/ G( 00 1 ° 1 ° <) I 100 1 11 1 I�' O I I, 1 <08 a II S-2 I I I° Q I O:\ < 2> EW I �/ C I Q ! EXISTING I (I - ° I F_XI5TING ZON�I� I2--4 C:OL OFF 1 ' Q I\I �+ LJ I -1 C�1 :\ FLPaot E J a o, MULTI-F'AMILY TF CANS, I (� Q 1 I a I 4 ° 6 ; ( N:.\ (WITH CONK, U5� \ I Q Pr Iml !� H II0-5 �1° II �� Iq� z \I, 1 _ .38 T.P. Qi 91 1 �. 6� C\ I o �1 �- 1 I I „ 99.88 T.P. I I 5F TRACK j Ll _ ► - _ L I d' v1 10 I -------- _-'—� _ N _ Q I' �� I o 00 W 0o 1' I L W y- W W :481 -01L-7- Z a 11 11 11 a 1 1 1 11 e--1 41 _ , u Q '1 I a ! _ i WWWW 142 WW LITYP. Q ----------, I a ° WsrFTW ° R I < 99.98 T.0 ! w a S-2 02 99.48 B.C.N!)- 6 O SWE51G"�NW 9SW9TAW9CC�2AY T1W°On.yWCF a S-2 99.84 T.C. 99.80 T.C. a I 99.30B.C. TYR a pG5�p20 & 21 5 W . W . 1'-6" 6-84'a � 03° Y-01 1411\ -6: a 99.81 T.C. 9�,I OE -WAY 99.67 T.C. • L, d Q - A 0t�0-4920' �%RAFIC ONLY 1 203 . . .99.75 T.C. TYP-° 1.11 1. 11 W-6W1Sz ST99.25B.C. 61' y W I z q �J a / 112 1:12y -C] ° S[ -OPE 1 Mld �� o ° 1:12 ��-i . .. .. . oo `� 51-OPEI 1:12 W I "C� O a4 1 W SLOp� I ' 12 �. a ------ -- W Li ...--- L V5 Q --^� ~ 1 SW —..-------------- ------------------------------- — — — — — ONLY — ( I I Q w 99.00 B.C. - ------ - — r-- -' -' — w On H TYP. — - - — - 341-111 66'-6111I ---- ------1 --- --- w —� w Q I ! 99.34 T.C. 1 5' " A PP-,, I VF, 50lit- V V 0098.84 B.C.i Q �I Q i 50 �lolWl U LAY �' o 1 1 � �,I I U L_Of A OC 4V m M M �lw i i 130 i!K - 1813 o�M ------ I i 51�CVON - 413 0 0 0 \../ 611 WATER UNE - _ -------------------- -- -- ------------- - - -------------------------- -- -- -- w I _ I PROPOSED SITE PLAN SCALE: 1" =10'106 ,„ MAXIMUM LEN TH 10 10 c� a zGALVANIZ�n 3/ 4'' PF-12WOOb pais META, 11 O r-XPAN51ON JOINT 1/ ,1- #4 CONTINUOUS KOTYPICAL pYWAY #4 AT 18" Y 13�LOW TOP OP WALK - #3 I'2OWF_L5 11-6 11 LONG AT z #� nOW�1-5 AT 48" \ JOINTS AT C7 Q POOL �bG�SI SILL JOINT j6" OICI WP�AP ONS �Nb W/ O.C. Q 9- APPpOX, 15 F-ACN WAY Y � WITH CAULKING. POLY. a O.C.W o a �w s- ----=-- - ------ =--- 2 ---------- ////WU lim - ---u- ------ ----_- `=1 i I— I I 1-_, , 1 _ — -1 I I-1Fr=I i 1=1 i I—,- - --,�- ;— ;2 COMPACI�12 5AN12 1 � 04 2" COMPACTF-12 SAND ON -I I I„I II,I ,II�i 3I1=11I— _ _ _ DAMP POP, TO 13� CON1'P.A51'ING ti COMPACTF-'n 51_113 GhAnF_ I I-1 I I 111=1 I 1=1 I I III III -1 I I—III ' COLor? ANe HAVE 1 / " e��P ##-4 AT 18 OL, I�ACN WAY "—III\III,, ; , I I I I � 11111; ,III=' " GpooVI� 5 2' I APApTI M 2" COMPACTr-�n 5AN12 ON 5112MALK5 - TO NAVF_ 43 AT 16" OIC. F -AI WAY, W N. COMPACTSb 5UI3 G F_ PAPKIN6 - TO NAVF_ #4 AT 18" OIC. F -AI WAY. o Q N � Cn o 0 CURB DETAIL 03 PARKING DETAIL 102 RAMP DETAIL 101 000 U d1 ct3 b' U O d' U II 1 I y W -W -W -W ---- I -� _ 1 r---------- �Q III ( S-2 a i I 625E & C�1 C1 NE o _ TYR I - � z Q I EXISTING Ef EC11'IC Z f I�1 ( _ METE T —_------- --- _ w i I T01' FENCE - I; O MMAIN, ( ` W _WWW W W . W . . JW ' , C I ' j ------ ------ \ ; NSW AI�bl1'ION 1 Il PANE. 5 TO ME -- I I I� i ' :1 IN51P� NEW 99.92 T.C. I - - - - 302 50,1 1_ Il ( A�n11floN. W 0 �i Z� 1 v a w I I I NEW 6" CONC. MASE w/ I' I -1 1 i — -- CYCLONE FENCE AMOVE, LIN-n1511��C��n .----- - .I a �,� -------_-----_-_ 1 a Q ' L� =W -------- ------ — ----------�— — pNA -LINA - a _ _ _ _ _ iw l w W W 1 1 'I W W W W W W W F a a -------o � I ° -- . W W W W. W W IO� W. \\\\\ \�\ I ,I I __j v I �- III I I W.`W W .WWWWWW ° Ijl� i z Q a 11 J 1 2 I 1 W W W W_ a \,IU — U a IQ 1 I ° ° I Z3 \I�I� I � 1 , ° 21.11 ; 1.11 1_ ; 41.11 50UTHWOOP - x 7;1<19 � Z_ IQ0 C jz dN; O i O T.P. I ( " \ Q 1 � I I'i I `r,I N O 9g9 T.C. I AXI 1 I/ 0x TYP .B.C. . N I PAY / ( i Q I (l I la =I 1 4'-N�.ry � 1 , o< Ht7Cp, 51GN 1 r I 1 I 1 1 x,619 5Q.FT, 05/ 5-2 a -- -- V1r/ G( 00 1 ° 1 ° <) I 100 1 11 1 I�' O I I, 1 <08 a II S-2 I I I° Q I O:\ < 2> EW I �/ C I Q ! EXISTING I (I - ° I F_XI5TING ZON�I� I2--4 C:OL OFF 1 ' Q I\I �+ LJ I -1 C�1 :\ FLPaot E J a o, MULTI-F'AMILY TF CANS, I (� Q 1 I a I 4 ° 6 ; ( N:.\ (WITH CONK, U5� \ I Q Pr Iml !� H II0-5 �1° II �� Iq� z \I, 1 _ .38 T.P. Qi 91 1 �. 6� C\ I o �1 �- 1 I I „ 99.88 T.P. I I 5F TRACK j Ll _ ► - _ L I d' v1 10 I -------- _-'—� _ N _ Q I' �� I o 00 W 0o 1' I L W y- W W :481 -01L-7- Z a 11 11 11 a 1 1 1 11 e--1 41 _ , u Q '1 I a ! _ i WWWW 142 WW LITYP. Q ----------, I a ° WsrFTW ° R I < 99.98 T.0 ! w a S-2 02 99.48 B.C.N!)- 6 O SWE51G"�NW 9SW9TAW9CC�2AY T1W°On.yWCF a S-2 99.84 T.C. 99.80 T.C. a I 99.30B.C. TYR a pG5�p20 & 21 5 W . W . 1'-6" 6-84'a � 03° Y-01 1411\ -6: a 99.81 T.C. 9�,I OE -WAY 99.67 T.C. • L, d Q - A 0t�0-4920' �%RAFIC ONLY 1 203 . . .99.75 T.C. TYP-° 1.11 1. 11 W-6W1Sz ST99.25B.C. 61' y W I z q �J a / 112 1:12y -C] ° S[ -OPE 1 Mld �� o ° 1:12 ��-i . .. .. . oo `� 51-OPEI 1:12 W I "C� O a4 1 W SLOp� I ' 12 �. a ------ -- W Li ...--- L V5 Q --^� ~ 1 SW —..-------------- ------------------------------- — — — — — ONLY — ( I I Q w 99.00 B.C. - ------ - — r-- -' -' — w On H TYP. — - - — - 341-111 66'-6111I ---- ------1 --- --- w —� w Q I ! 99.34 T.C. 1 5' " A PP-,, I VF, 50lit- V V 0098.84 B.C.i Q �I Q i 50 �lolWl U LAY �' o 1 1 � �,I I U L_Of A OC 4V m M M �lw i i 130 i!K - 1813 o�M ------ I i 51�CVON - 413 0 0 0 \../ 611 WATER UNE - _ -------------------- -- -- ------------- - - -------------------------- -- -- -- w I _ I PROPOSED SITE PLAN SCALE: 1" =10'106 ,„ MAXIMUM LEN TH 10 10 c� a zGALVANIZ�n 3/ 4'' PF-12WOOb pais META, 11 O r-XPAN51ON JOINT 1/ ,1- #4 CONTINUOUS KOTYPICAL pYWAY #4 AT 18" Y 13�LOW TOP OP WALK - #3 I'2OWF_L5 11-6 11 LONG AT z #� nOW�1-5 AT 48" \ JOINTS AT C7 Q POOL �bG�SI SILL JOINT j6" OICI WP�AP ONS �Nb W/ O.C. Q 9- APPpOX, 15 F-ACN WAY Y � WITH CAULKING. POLY. a O.C.W o a �w s- ----=-- - ------ =--- 2 ---------- ////WU lim - ---u- ------ ----_- `=1 i I— I I 1-_, , 1 _ — -1 I I-1Fr=I i 1=1 i I—,- - --,�- ;— ;2 COMPACI�12 5AN12 1 � 04 2" COMPACTF-12 SAND ON -I I I„I II,I ,II�i 3I1=11I— _ _ _ DAMP POP, TO 13� CON1'P.A51'ING ti COMPACTF-'n 51_113 GhAnF_ I I-1 I I 111=1 I 1=1 I I III III -1 I I—III ' COLor? ANe HAVE 1 / " e��P ##-4 AT 18 OL, I�ACN WAY "—III\III,, ; , I I I I � 11111; ,III=' " GpooVI� 5 2' I APApTI M 2" COMPACTr-�n 5AN12 ON 5112MALK5 - TO NAVF_ 43 AT 16" OIC. F -AI WAY, W N. COMPACTSb 5UI3 G F_ PAPKIN6 - TO NAVF_ #4 AT 18" OIC. F -AI WAY. o Q N � Cn o 0 CURB DETAIL 03 PARKING DETAIL 102 RAMP DETAIL 101 NOTE: TYPE "G" EXPANSION JOINTS N CURB & GUTTER NOTE: SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS IN CURB & GUTTER 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF R3 12' P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND GUTTER SHALL BE SPACED AT A MAXIMUM P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & 2" y. �t" MIN. TO DISTANCE OF 10' APART. GUTTER SHALL BE SPACED AT A MAXIMUM 24" DISTANCE OF 10' APART. 6"T - #4 BARS 0 18" C/C #4 BARS 0 18" O.C.E.WT6" MAX. (MID SLAB) _._.. ,_ .� .� • �6.. � t2'• t2'• 24.. 3.. -T /�"R i/4"R 6" 15" �'+"R '/�"R SECTIONA A L-Y,1CR VARIES t/4"R10'/2"1 V2 • a 1..' 6.. 12" "i y 5..4 4 L-� 3 �1 �4" " 6 t/2" 24' R. 0. W. 04 BARS CONTINUOUS -/p, �# 3.. 3„ 3.. # 2 6i 7� 12 AND 3" CLEAR TYP. # _ #4 BARS 2.. A A 0 = 3/4" X 18" SMOOTH 77� 3•• " '�-� 24" LAY DOWN EXPANSION DOWELS �t'� Z�YPI AL COMBINED GDOWELLED IN CURBS UTTER SECTION C CO DETAIL CURB & GUTTER SECTION STI -00 STI-Ol STl-02 NOTE: NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1/2" CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL ' RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION (TYPICAL) ��-TYPE "G" EXPANSION JOINT-�� JOINTS IN CURB &GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB &GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART DISTANCE OF 10' APART •4 BAR 1 2. PIPE EXTENDED 1•-2" FROM BOC TO BE COVERED WITH FABRIC �S�REEt (•...�' AND TIED IN PLACE ° . ° 24" 24 ALLEY PAVING 15' 1/4"R 3.� 1"DIA, FSTI-06 24' • 6" MIN 1/2% �# Ft 6. 1/4"R i2" SLOPE 1/4"R 12" 3' 28 -DAY CONCRETE 0 4. 3' 0 • ,. TO 6" 6 3/a'• # 0 TO 6 3/a., STRENGTH -3500 Si. 4" 4" • :*4 BARS 3" �- • -#4 BARS 3" �- T 1 r IC A t. 0 =3/4" X 18" SMOOTH 0 =3/4•' X 18" SMOOTH EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB STI -03 I STI -04 I I ST1-05 1/8" R SEAL WITH JOINT MATERIAL p;• .. a '.P. e: T a u , 6" MIN. METAL KEY WAY PLATE DEFORMED TIE GARS 04 X 18", 18" O.C. TYPE "D" LONGITUDINAL. JOINT TRANSVERSE REINFORCEMENT: 04 BARS AT 18" C. TO C. LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE [- LONGITUDINAL REINFORCEMENT: 1E 40' .IE 40' .IE 40' CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED I -I- SE_ ...__.... " C. TO C. TYPE "D" JOINT #4 BARS AT 18" C. TO C. TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT SMOOTH DOWEL BAR FOR CONCRETE PAVEMENT 3/4•• 0 x 18", 12" O.C. (COATED W/HEAVY GREASE) 5-t/2" _� 3/4" ° 7/8" 6" MIN. 1-5/8" nI.1-1/2" THICK A$ MANUFACTURED LONG METAL OR PLASTIC CAP 3/4" INSIDE DIAMETER TO BE 1/16" GRtATER - BY J.D. RUSSELL CO. OR THAN DIAMETER OF DOWEL BAR. CAP 3" APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF METAL KEY WAY PLATE CAP IS i" FROM THE ENO OF BAR. TYPE "G" EXPANSION EXISTING CURB & GUTTER 4;.3000 E TO _�JOINT. ELEV+ TO BE REMOVED TYPE "G" EXPANSION INE 2' CURB RETURN RADIUS + 2' T/C ELEV.=3" MATCH E OF JOINT. ELEV.+ CURB RETURN RADIUS + 1. IF THERE IS A VALLEYKEEP 6"RISE TO EXISTING GUTTER I T/C ELEV.=3" w GUTTER, THEN TRANSITION ie W m CURB RETURN RADIUS 1'-6" w � CURB RETURN RADIUS 1'-6" MATCH OF PROPERTY LINE da (0 CROWN AT VALLEY GUTTER 0 n FL EXISTING PVMT. i �EXISTING CUTTER 4,,z < ACCESSIBLE ROUTE (4'MIN.) TO FULL CROWN IN 50'. z < ACCESSIBLE ROUTE (4'MIN.) 2' --- - a (OPTIONAL) TE 2. TYPE '"'G" EXPANSION JOINTS a cOPT10NALEXISTING 4" i NY �� R8 & GUTTER SHALL BE IIpTEPVMT. 1 TI 3.rW7E 3. IN CU 3�NOiE 3 EX S NG BASE E± wt1tE 3. SPACED AT A MAX. DISTANCE �1E 3-.03000 psi)WR#4 BARSLOB84„ 1 _OYPEO'APART AND AT ALLt28-DAY CONCRETE STRENGTH RADIUS POINTS, P.T.'S & P.C.'S. �o3" RISE DRIVEWAY APRON SHALL BE 4" DE=/""B" CONTRACTION - EXISTING MIN #4 X 18" O.C. O.C.E.W. ASPHALT APRONS W/0 TYPE "D" LONGITUDINAL JOINTS IN CURB & GUTTER LONGITUDINAL t V N (28 -DAY CONCRETE STRENGTH CURB AND GUTTER SHALL BE SHALL BE SPACED AT A MAX. BASE =3000 psi) W/04 BARS 0 18" FOR TIE TO CONCRETE JOINT JOINT O.C.E.W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT ALLOWEDON OPEN DITCHED DISTANCE OF 10' APART. w DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY STREET SECTIONS ONLY. 3. 2'/. MAX SLOPE. #4 x 18" O.C. FOR TIE ALLOWEOON OPEN DITCHEDSECTIONA A 4. 5' MIN ''TRANSITION TO LAY SECTIONA A TO CONCRETE TO STREET SECTIONS ONLY. SECTIONAA SLOPING AWAY FROM INTERSECTION DOWN CURB BEGIN AT P.T. SLOPING TOWARD INTERSECTION CONCRETE PAVEMENT ONLY. SECTIONAA-SI DE STREET WIDTH WITHLAYD0T417V CURB A TYPE "G" EXPANSION JOINT PROPERTY LINE 6" THICK CONCRETE (/ NOTE: RAMPS ONLY WHEN t28 DAY STRENGTH= 3500 PSI) Al * CROSS SLOPE MAINTAIN 2Z MAX W/#4 BARS AT 18" O.C.E.W. POINT OF THE LONGITUDINAL SLOPE IS DOWEL INTO EXISTING SIDEWALK W/6" LSSB TO 2' BEYOND B.O.C. ( CURVATURE GREATER THAN OMP (VARIES) W/#4 BARS 0 18" O.C. RAMPS SHALL COMPLY WITH BACK OF CURB TAS REOUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHING EXPANSION JT. & I 25' RAD. (MIN.) f+ (-�-�-�-� AT RADIUS POINT SMOOTH DOWEL BAR, SIDEWALK * a t/2"0 X 16", WITH I TYPE CAP Q 12" O.C. I I / LONGITUDINAL ACCESSIBLE RAMP ** 5'R. (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) JOINT (SEE RAMP DETAIL) --- -------- -I- ------- - - i ACCESSIBLE ROUTE NEAT SAW CUT NEAT I I NEAT SAW CUT - - - - - - - - - - SAW CUT A 1' POINT OF TANGENCY *MAINTAIN 2/. MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO • • • -► . - . - . - -► - - - • • -r► .. • • • • - - . • • • • - - SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED. � t EXPANSION JOINT (TYP.) ** EXISTING SIDEWALKS, to MIN. StREES C� A SEAL W/APPROVED OF 4' BEHIND BACK OF CURB), RESIDENTIAL DRIVEWAY EXPANSION JOINT MATERIAL MAY REMAIN IN PLACE OTHERWISE SIDEWALK MUST BE REMOVED' TYPICAL STREET CONCRETE APRON conST2-00 � ST2-01 W O W TYPE "D" EXPANSION JOINT, A D DRIVEWAY SLOPE VARII SHIN EXISTING ELEV.=T/C ELEV.+3" TYPE "G" EXPANSION JOINT C & c•v 4" PER GUTTER TOURB BE KEEP 6" RISE TO I PROPERTY LINE I X. 12" REMOVED PROPERTY LINE _ _ _ - - DRIVEWAY WIDTH MATCH (L OF I EXISTING GUTTER i DRAINAGE CULVERT �VARIES� EXISTING PVMT. i 3' ,xr VAiQIES W (MIN. 18" DIA. RCP PIPE) i � � � � 6" *MAINTAIN 2% MAX RETURN CURB TO HAVE A - CROSS SLOPE A ROLL RAD US DIMINISHING SECTIONA A PROPERTY - - �f LINE (33" RISEN REMOVE CURB TYPE "D" AMBULATORY RAMP NOTE: - - -- - - EXISTING BASE MIN. # 25' MIN. R. - - - - THRU RAMP - - - LOINJO NOINAL - - SLOPE 1:12 MAX. DRIVEWAY APRON SHALL BE i t. LENGTH OF DRAINAGE PIPE FOR - - - - - DEFORMED TIE BAR 6" (28 -DAY CONCRETE RESIDENTIAL DRIVES IS 36' MAX #4 X 18" O.C. STRENGTH 3000 psi) W/04 & 20' MIN. DRAINAGE EDGE PVMT. FOR TYING NEW BARS Q 18" O.C.E.W. ASPHALT SIDEWALK CONCRETE TO EXISTING APRONS AL _ CURB &GUTTER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2. ALL DRIVEWAY PIPES WITHIN CULVERT - CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN � y ROW MUST HAVE CONCRETE NEAT I NEAT STREET ONLY DITCHED STREET SECTIONS SAW CUT i SAW CUT r T SLOPED ENO SECTIONS � ONLY. (6:1 SLOPE) OR APPROVED A � ' ' ' � - - - - - EOUAL. SECTIONA A ICAL DRIVEWAY ENTRANCE �1'� TYPE "G" A NEAT EXISTING CURB &GUTTER TO EXPANSION JOINT SAW CUT 8E REMOVED -REPLACE STREET WITH CULVERTSURFACING AS NEEDED O ST2-02 COMMERCIAL DRIVEWAY ST2-03 TYPE FLEX BASE * MIN. 6" HMAC (TYPE C OR 0) EXISTING SEAL COAT/ DOWEL # 28 -DAY CONCRETE 4 BARS, t8" O.C.E.W. STRENGTH= 3500 psi #5 SECTION M� BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.-S, P.T.'S, & OPPOSITE P.I.-S. JOINTS SHALL BE AT 60' CENTERS. CURB EXISTING HMAC GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS BARS, 16" LG., COMPACTED CEMENT TYPE "G" JOINT AT FUTURE IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS LONGITUDINAL JT. 0 90• GRAVEL STREET 6" SAW CUT (8" INTO EXIST. PVMT.), 0 18" O.C. STABILIZED SAND WORK (TYPA �1 LAST DISTURBANCE. (TYP.) 0 oa .o �o.•.00.b.,•o,o.o.o, o 0o rn EXISTING CONCRETE STREET 6" SAW CUT DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY TYPICAL JOINT LAYOUT AT CC CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS . m COMPACTED CEMENT i2" VARIES COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF STABILIZED SAND OR 12'STABILIZED COMPACTED CEMENT �s t2" SANG ST3-00 OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE FLEX BASE * REFER TO HMAC SPECIFICATION FOR LIFT AND COMPACTION 12' LIMESTONE BASE. (987. STANDARD ASTM D-698 AT + -•" 0. REQUIREMENTS A MOISTURE CONTENT BETWEEN 0 AND -4% OF OPTIMUM 6.. aSEE SEE BEDDING DETAIL FOR BEDDING DETAIL FOR 0 ST4-03 I APPROPRIATE PIPE TYPE APPROPRIATE PIPE TYPE J/ UNDISTURBED SOIL I� . VARIES UNDISTURBED SOIL VARIES SEE BEDDING DETAIL FOR SOIL-/ 1 0 OPEN CUT OPEN CUT SEAL COAT/ UNDISTURBED APPROPRIATE PIPE TYPE VARIES I OPEN CUT CONCRETE STREET 4 GRAVEL STREET OVERLAY STREET w TYPE RESIDENTIAL EXPANSION & CONSTRUCTIONNOTE: _ JOINT EXPANSION JOINTS AS SHOWN AND AT SECTION VARIES EACH RADIUS POINT. CURB EXPANSION BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.-S, P.T.'S, & OPPOSITE P.I.-S. JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS TYPE "D" JOINT TYPE "G" JOINT AT FUTURE IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS LONGITUDINAL JT. 0 90• EXTENSION OR AT PROP. TO CHORD OF RADIUS. (TYPA SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WORK (TYPA 1•-6" LAST DISTURBANCE. (TYP.) rn W DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY SAWED OR FORMED. SEAL WITH JOINT MATERIAL. SEALING NOT REO'D IN CURBS. 3/8" R F 1/8" TO 3/16" .=3/4- • .a 6.. MIN. #4 BARS, 18" 0 C.E.W. TYPE "B" CONTRACTION TOINT TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TO CENTER TYPE "G" JOINT AT ALL % RADIUS POINTS AND > MAX. DISTANCE OF 300' ON TANGENTS p.6•• GENERAL NOTES: BACK OF CURB ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER A T T T ST4-00 ST4-01 ST4-02 a a 100' ROW I', RESIDENTIAL COLLECTOR H VE BEEN BARED BY CONS RUC ION SHALL 8E ADEQUA ELY SECTION SECTION PAVEMENT BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL TYPE "0" JOINT 24 GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS TYPE "B" JOINT TYPE "G" JOINT AT FUTURE IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS 70 EXTENSION OR AT PROP. 1/2"/FT. SLOPE -► W '- SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WORK (TYPA LAST DISTURBANCE. 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL -1 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY TYPICAL JOINT LAYOUT AT FOLLOW COUNTY SPECS AND STANDARDS 110 CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ST3-00 ST4-00 ST4-01 ST4-02 a a 100' ROW I', 40' 0' U o16' I 16' 16' UTILITY 14' 14' 16' UTILITY EASEMENT12' ( 12' W EASEMENT (SEE NOTE 1) % (SEE NOTE t) CL > 1,/ x RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT 24 30 WIDTH RAW WIDTH 70 100 40' 0' U o16' I 16' 16' UTILITY 14' 14' 16' UTILITY EASEMENT12' ( 12' W EASEMENT (SEE NOTE 1) % (SEE NOTE t) CL > 1,/ x NOTES: NOTES: CITY OF BRYAN 1. ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANu FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2 -FOR SUBGRADES WITH PI>15 AND % PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). The CoodL�}e, Texas Style. SIEVE >-35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOURED TO USE 5" HMAC 3. FOR SUBGRADES WITH PK 15 AND Z PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE N ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. --- VARIABLE R -O -W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) F VARIABLE R -O -W (SEE NOTE 5) QQ VARIABLE 8/C TO B/C (SEE NOTE 5) � MONOLITHIC CURB SEE 5'CONCRETE 2" HOT MIX ASPHALTIC STD.CURB & GUTTER SEE 4'CONCRETE SEE 5'CONCRETE 6" REINFORCCO ED NCRETE SEE 4•CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I SIDEWALK DETAIL (28 DAYSTRENGTH=350( PSI) I TYPE "D" JOINT SIDEWALK DETAIL �I 3z SLOPE - ► 3% SLOPE ---• DRAWN BY: Q.L.M. DATE ,1-09 MIN. 4" HMAC BASE � LIMIT OF � 2' •4 BARS 0 18" O C.E.W. 6" COMPACTED STABILIZED SUBGRADE t98% STANDARD 01-0'i LIMIT OF MEASUREMENT-� 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE t98% STANDARD MEASUREMENT (MID SLAB) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN SCALE • N S FOR ROADWAY EXCAVATION BASE (95% MOD. ASTM -D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND -4/. OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND •a% OF OPTIMUM. EXCAVATION & APPROVED: STABILIZATION •" P. K. . TYPICAL STREET SECTION TYPICAL STREET SECTION ! R E ASPHALTIC CONCRETE P11 VEVENT ST4-04 RL•INTORCTD CONCKETEPAVEMENT I ST4-05 SHEET' 1 OF 1 Q u 0 NOTES: c N 2" HOT MIX Q STD. RIBBON CURB o. w z a ASPHALTIC 1. RURAL SECTIONS WILL NOT REOUIRE 16• W CONC. PVMT. EASEMENTS PARALLEL TO ROW WITHIN = _ a. CITY LIMITS. W i 1/2"/FT. SLOPE -► W '- 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL -1 FOLLOW COUNTY SPECS AND STANDARDS 110 MIN. 4" HMAC BASE OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. (987. STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND -4% OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: CITY OF BRYAN 1. ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANu FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2 -FOR SUBGRADES WITH PI>15 AND % PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). The CoodL�}e, Texas Style. SIEVE >-35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOURED TO USE 5" HMAC 3. FOR SUBGRADES WITH PK 15 AND Z PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE N ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. --- VARIABLE R -O -W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) F VARIABLE R -O -W (SEE NOTE 5) QQ VARIABLE 8/C TO B/C (SEE NOTE 5) � MONOLITHIC CURB SEE 5'CONCRETE 2" HOT MIX ASPHALTIC STD.CURB & GUTTER SEE 4'CONCRETE SEE 5'CONCRETE 6" REINFORCCO ED NCRETE SEE 4•CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I SIDEWALK DETAIL (28 DAYSTRENGTH=350( PSI) I TYPE "D" JOINT SIDEWALK DETAIL �I 3z SLOPE - ► 3% SLOPE ---• DRAWN BY: Q.L.M. DATE ,1-09 MIN. 4" HMAC BASE � LIMIT OF � 2' •4 BARS 0 18" O C.E.W. 6" COMPACTED STABILIZED SUBGRADE t98% STANDARD 01-0'i LIMIT OF MEASUREMENT-� 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE t98% STANDARD MEASUREMENT (MID SLAB) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN SCALE • N S FOR ROADWAY EXCAVATION BASE (95% MOD. ASTM -D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND -4/. OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND •a% OF OPTIMUM. EXCAVATION & APPROVED: STABILIZATION •" P. K. . TYPICAL STREET SECTION TYPICAL STREET SECTION ! R E ASPHALTIC CONCRETE P11 VEVENT ST4-04 RL•INTORCTD CONCKETEPAVEMENT I ST4-05 SHEET' 1 OF 1 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE 2Z SIDEWALK MIN. PAVEME�CURB�1 Uj 9A a. 8' TYP. a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REOUIRED OUTSIDE OF THE SIDEWALK. ,4 SIDEWALK SLOPE REQUIREMENTS 4"x4"x3/16" STRUCTURAL STEEL TUBING 'D.C. MAXIMU ' O.C. MAX O.C. SWI -00 --' '--6" O.C. u u I 4"x2"x3/16" STRUCTURAL STEEL TUBING 4"x4"x /1 ' gTRUCTURAL 1"x1"x3/16" STRUCTURAL STEEL TUBING STEEL UBNG SEE CONNECTION DETAIL TYPICAL PEDESTRIAN VZ' o BOLT GENERAL NOTES: CONNECTIONDETAIL SWl-01 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED N DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED T• DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS 0 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH •3 x 12" BARS 0 12" O.C. OR ■4 x 12" BARS 0 18" O.C. 4. COMPACTION: COMPACTED SUBGRAOE MATERIAL COMPACTED TO A DENSITY AT LEAST 98/. OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4/. WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND AOA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR p 1/4" R 1/2" 0 X 18". 12" O.C. r 3/4" (COATED W/HEAVY GREASE) 3'-0" MIN. _ -5'-0" VARIES-� 4.. 2% MAX. RECYCLED MATERIAL. 1/2" SEE NOTE 4 THICK AS MANUFACTURED BY J.O. RUSSELL CO. OR 'Z3.LONG METAL OR PLASTIC CAP, INSIDE APPROVED EOUAL DIAMETER TO BE 1/16" GREATER- THAN DIAMETER OF DOWEL BAR. CAP MUST •3 BARS 0 12" O.C.E,W OR 28 -DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF 14 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1•' FROM END OF BAR. SIDEWALK EXPANSION (X, %-,"i N ,3 1 1Z U k, 1 1"I N J "11N 1 SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R 4., T SIDEWALK CONTRACTION JOINT MIN 8" INTO EALL SAND 3-1/2" MAX 24" CONC. SIDEWALK °° 4., 7.5.. w _ -T D D ', D -D Do o p• 1 6.. 1 1" MAX. SAND LAYING COURSE TRAFFICTRATE0 PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK SEE FINISH NOTE ALONG LOCAL STREETS MIN. 6'-0" VARIES-� T- 2'/. MAX. .7.7777 SEE NOTE 4 ■3 BARS o 12" O.C.E.W. OR 28 -DAY CONCRETE ■4 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE TRAFFIC RATED 8'-0" VARIES PAVER MATERIAL E-- 2% MAX -X ' SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE 13 BARS 0 12" O.C.E.W. OR STRENGTH= 3000 psi 14 BARS 0 18" O.C.E.W. (4" THICK MN.) SEE FINISH NOTE ALONG MINOR COLLECTORS SWI -02 1 F JF DETECTABLE WARNINGS N 9 Landing • � LANDING ■ CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION Wa: Le ** VARIES 1' 4• Detectoble warning surface (Domes to run parallel to ** 1' VARIES 4� z Sn6" VARIES NEENAH GRATE BOLTED Nonfoo1AnnWor 4" MAX. ANO USUAL C4 I and Usual CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. �o a IN PLACE OR APPROVED C EOUAL 3 I GREEN SPACE (�� DIRECTION. v e e O y� B• n >. SIDEWALK I ' �yA V//T 6. o. SIDEWALK 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK ANO CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE OETECABLE WARNING 6" No.4 BARS AMP*:;': DETECTABLE �! 12;1 r."': WARNING\ A e-$ %: p J 12:1 WAECINABLE SURFACE 6" VARIES (Typ) WA -X. SURFACE ti°° IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE Mme• 'y APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PROPERTY LINE \ _ 6. ADDITIONAL PROPERTY LINE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE TRENCH GRATE MAY ONLY BE 1s STANDARDS (TAS) AND 16 TAC 068.102. d• ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND y CORNER RADIUS. WHERE THERE IS NO OTHER S �\ ?S. �\ : 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE SEWER SYSTEM **23'00' CURB RADIUS) ?J > > • ' i 21.5' (20' CURB RADIUS)q o . • : o. • C > '4b \ e ' . _ 16.5' (25' CURB RADIUS) 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERW�SE SHOWN ON THE PLANS. e' CROSS SLOPE NOT TO EXCEED x 2X OR BE LESS THAN 1X ON ANYz PORSION OF RAMP OR TRANSITION \ 3 �+ 10. HANDRAILS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER \ * * 23' (10' CURB RADIUS) 3 21.5' (20' CURB RADIUS) ON ACCT SSIBLE ROUTE CROSSES (PENETRATES) A CURB. TO STREET '�' ' 16.5'(25' CURB RADIUS) in WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED 1 in ENGINEER. 1 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. O' 13. FLARE > ° � CROSS SLOPE NOT TO EXCEED y 2% OR BE LESS THAN 1/. ON ANY >' • PORTION OF RAMP OR TRANSITION e' • •' TO STREET 5' 3' 8' Isome&ic View 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE TRENCH GRATE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-02 SW3-00 SW3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN T/. ON ANY PORTION OF RAMP OR TRANSITION 2/. OR BE LESS THAN T/. ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET / TO STREET / TO STREET / by � by � ryh PQ`J5 `Jh `J� PROPERTY UNE PROPERTY PROPERTY / / ING LINE / DETECTABLE LINE / DETECTABLE ,DETECTABLE SURWARFACE 8'SIDEWALK Jy i WARNING - �" y� SURFACE / WARNING SURFACE�� l RAMP* :.ab z °'p & SIDEWALK 5 1R., RAMP* sae° � RAMP 5' SIDEWALK 5 1R'• O� e4 eD I��j�� 1:12 V °se'e° AX.MAX. n SLOPE MO. 3• EXPANSION JT. & 3• EXPANSION JT, & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH 0 12" O.C. 1/2" DIA. X 16", WITH CAP 0 12" O.C. BACK SMOOTH DOWEL BAR,CAP OF CURB 1/2" DIA. X 16", WITH BACK 6' MIN. (COATED W/HEAVY OF CURB GREASE) BACK 6' MIN. (COATED W/HEAVY OF CURB GREASE) 6' MIN. CAP 6 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 I SW3-05 DE j•ECTABLE WARNING SURFACE 6" MN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C o F JF DETECTABLE WARNINGS N 9 Landing c < LANDING GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION Wa: Le 1 Detectoble warning surface (Domes to run parallel to c z ,b :a; 4" MAX. ANO USUAL C4 I and Usual CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY 6" MN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C o DETECTABLE WARNINGS N 9 Landing PEDESTRIAN FACILITIES w GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION wow a' ".5 4.29 0F THE TEXASACCESSIBILITY STANDARDS (TAS). THE Detectoble warning surface (Domes to run parallel to SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL 0 AIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE Pedestrion travel) r 4" Max DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED I and Usual CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. _ '4;o;rsq;ci4t4o:;0: Side (lore �, .a•o:;o.:o:a. ;4;0.0: (Typical) \- 6" min Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-Ol c c , 5' x 5' LANDING 2 0 U d `v W V N SIDE FL t:10 SLOPE N ((TYPICAL) 6' 6, �t Face of (TYPICAL) 4' RAMP WIDTH (TYPICAL) Curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS 0 GENERAL NOTES FOR DETECTABLE WARNINGS --T PEDESTRIAN FACILITIES L CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION - 4.29 0F THE TEXASACCESSIBILITY STANDARDS (TAS). THE 1, ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL 0 AIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPi OACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. I ' 0. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK ANO CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE OETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS dome surface WOULD NOT NORMALLY WALK ACROSS THE RAMP,EITHER BECAUSE THE ADJACENT 5.0ETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TNTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC 068.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' W OE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHONN ELSEWHERE N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERW�SE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCT SSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE LOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE, �Foce of curb TRUNCATED DONIEPA7-TERN CURB RAMP DETECTABLE WARNING PAVER GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED, LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO. REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH ION JOINT TRUNCATED DOME SURFACE UIRED t" MORTAR BED - SHALL CONFORM TO !E APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE JOINT" � IIS I V 14 MIN. 4'• 3 REBAR AT (MAX,) ON -CENTER H WAYS TO APPLICABLE SE, CTION A SW2-03 In z 0 cn w IY CITY 0 The Good L. DRAWN BY: CuL.N DATE 01-01-C SCALE N IT � APPROVED: W FIGJf SHEET 1 --T Tv O O O 02 - I o n'5 Landing 4- 0000 41 0. Detectable warning - pover with truncated "x dome surface DETECTABLE tiUARNING PA VER AS oEE ijondlMsuol Aide (lore IDE (Typical) �Foce of curb TRUNCATED DONIEPA7-TERN CURB RAMP DETECTABLE WARNING PAVER GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED, LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO. REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH ION JOINT TRUNCATED DOME SURFACE UIRED t" MORTAR BED - SHALL CONFORM TO !E APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE JOINT" � IIS I V 14 MIN. 4'• 3 REBAR AT (MAX,) ON -CENTER H WAYS TO APPLICABLE SE, CTION A SW2-03 In z 0 cn w IY CITY 0 The Good L. DRAWN BY: CuL.N DATE 01-01-C SCALE N IT � APPROVED: W FIGJf SHEET 1 CLIFINT / OWNrlp; NY1��I? 5YN2 N & MUNET,,r-," 911 WINGF-p X001" PF -1 CO�L-E�GE� 5TA1"ION, 1�XA5 77845 12�516N5.s INCI, 4 E� 00 CA1�1F t? CBF - F - K 5U1TF, 20� [WYAN 1-FXA5 77802 C 979 ) 8-46 -��?56 G A[�F-A SUMMARY �X15TIN6 A/ C 3,619 5F NF -W A% C 381 5F -rOfA- A/ C -4,000 5F MECHANICAL CODE: TNS IMNA110NA1. WHANICAL COPS ( 2012 FMON) w/ AnOM12 AMMMM5 1"01'6- F PAM n 9-, 000 5F 1'01"A- NSW 51 -AP 381 5F FIRE PREVENTION CODE: TNS INMNA110NA FIC; pf;MWON COPS ( 2012 MWN) w/ A120M AMMMM5 C7 TYPE OF CONSTRUCTION: CO�L,F,GF, 5fATION, �XA5 PP-,OJE�C-r 51TF� INFOI-MA-'ION 511T-- Al2nPF-55 1814 5ff,,A PP,,, COLL�6� 5TATION, TFXA5 7784 TP,��HOH PLAC� PN -1 POCK -18-P, LOf 4-A & 4-P BUILDING CODE DATA BUILDING CODE: TNS IMMMON& PULPM COPS ( 2012 M110N) w/ PVOMP AMMMM5 ACCESSIBILITY CODE: 1"EXA5 ACC�5511XITY 5TANhAFP5 PLUMBING CODE: TK IMMMONA1, PLUMPING COPS ( 2012 MWN) w/ APOMP AMMMM5 MECHANICAL CODE: TNS IMNA110NA1. WHANICAL COPS ( 2012 FMON) w/ AnOM12 AMMMM5 ELECTRICAL CODE: TNS NMON& �t�CTMC& COPS ( 2011 N21110N) w/ APOMP AMMMM5 ENERGY CODE: THS IMPM110M MP\6Y CON5�pVATION COn� ( 2012 MWN) w/ APOMI? AMM2MM5 FIRE PREVENTION CODE: TNS INMNA110NA FIC; pf;MWON COPS ( 2012 MWN) w/ A120M AMMMM5 C7 TYPE OF CONSTRUCTION: lwp V P OCCUPANCY CLASSIFICATION: 13U15M55 CWOUP "6" c) I OCCUPANCY LOAD CALCULATIONS PU5W55 GPIOUP I�" , PU5W55 MA5 2,342 5q.,f1✓, / 100 gross - 2 ,41 5f0jA6� AP�A5; 1,467 5q.R. / X00 gro55 - 4,89 MAX. OCCUPANCY - 29 R VICINITY MAP � 5H[�E�T INPFX COVr_I? 5-0 F-XI51'ING 511 5-1 ppOp05r-i2 511 5-2 5112�F-1' Pr--TAI-5 51' 51Pr--WA-K PF-1"AI-5 5W U z L iCa'�� • 110 N d- dM - u M I �? O oho i Qcc � M � Z O C7 z M oc U c) Z 4 u O U�� gp W o � 0 M T— M M 1%O Q � d - � U z L iCa'�� • 110 N d- dM - u oho � Q � � Z O 00 z t� Z 4 o W �-•+ W U M T— M M 1%O Q � � O tAtA O v --i O M tA O �N O O W W I' 00 /'W/� O a oho � Q � � Z O z Z W o W �-•+ W U M T— M M 1%O M Y- r --q O tAtA O v --i O M tA O M � N u Q1 --------- _ \ \ \ C7 � pp U I _--.__----------- _ _ 9 09- _—_—_-_----------- =-�4�-------_ \`� a FN ----_--_---- _ P�fA�–RAH I P L. P. �_, 51 KLAN G� N� 1�101� 5, MAN HOS I Q �XI511NG V�f:IZON Ji- ------ _ ®- ----_—_—_—_-------------A�rt76- 99 89 ----_—------------Z-�7TV t_ V ;-- : ,==� O MM E -R C L —`'---_ _ -- ----- _---------------------- — --TE---- �' ---- '�_ o U O - _ __ - — - - — - __- A— SCE AE AE 9�.-4�---------------- --- �_ AE - —--A-- -_-_ n-- AE A, -E ------ _ AE -AE 9 AE AE--�—f d- 1, A -L POOP AND GPOUND-MOUN1�D MECHANICAL �QUIPM�N1' SHALL 13� - -- "56-- ------- I 5—; -- --- _-- �---_ +0-5,-------------IcS,-------'----=�`---- -- 5CP��N�D FPOM VIEW Op 15OLAT"�D 50 A5 NOT TO 13� V15113L� FPOM EXISTING ,`Q -f0-5-,---------- [ 4511NG - - }8�' ,5- - _ - - Q ANY PUBLIC 061 -OP -WAY OF, P�51D�N11AL D15VICT WITHIN 150' OF THS 50J�CT" LOT', M�ASUP�D FPOM A POINT" FIVE P��T A130V� GPAD�, �I I �i 6 -o" HT WOOF ��NC� — - — --- 2'-0" PIA, - � EXISTING PX 9%6 SST - - - - - _ _ - - - -- ° - - _ — - - - U Z' 03 - __ - — SUCH 5CP��NIN6 5HALL C3� COOPDINA�D WITH THS 13UILDING I I' I -� EXISTING -- -x:59 - _ _— — _ _ M� -- ---- CUII PING �XI511NG w I Q -- APCHIT�CT"UP� AN SCALA 1"O MAINTAIN A UNIPI�P APP�AP�ANC�, I PI AY5CAP� --___ _— P-------- --"-- TW PI AYSCAP� 61XIO511�lG P _ Z ' 2, EXT" PIOP BUILDING AND 5I1� 1-I6HT1N6 WILL M��T THS 5TANPAPD5 OF j p� TPB woo"NP , 5�CTION x,10 OF THS UNIFIED D�V�LOPM�NT OF,2NANa, THS LIGHT w I �XI511NG r- - - - - - -- - - - - - - _ w , - U) 50UPC� 5HALL NOT" PPOJ�CT" 13�LOW AN OPAQUE HOU51N6 ANP NO i PLAY5CAP� i _-- ----------_---_� - �45flN6 - - - - - - - - - - - - - - - - - 20' S� (3ACK _ _ _ -� ( ��-_ �I W FIXTUP,� 5HALL DIP�C1TY PPOJ�CT LIGHT HOPIZONTALLY, PIXTUP�5 WILL 3� MOUNT' 12 IN 5UCH A MANN�P THA-"T"H� PPOJ�CTFD CONS OF LI6HT" I / G N� ' �i "� N _ I 9 . Q� GA1�� CYCI.ON�, - - -� —_ �_ _ - __-- j I TPB B I � - - - - - - - I� w < -I I _ __ _-- �_ ��NC� I---- o�AT� , w 1 D0�5 NOT" CP055 ANY PpOP�FT'Y LINA, l i, �.i �- I ,- _ 3, f00% COV�PAG� O� GPOUNPCOV�P, D�COPA1V� PAVING, PROPERTY �IN�S j /' I -_ — — — __- - EXISTING G— CHAIN LINK ' I N511N6 P�COI?AVV� POCK ( NOT' L005�) , OP A P�P�NNIAL GPA55 15 P�QUIP�D -o-UTI�ITI' POLE , �XI511NG 2 6 PIA, gg g2 T C &TOYS �XI511NG �I �CTpIG 3'-O" PIA, U a IN PAPKING LOT' 15LANP5, 5WAL�5 ANP PP.AINA6� AR? A5, THS PAPKING � GUY WIRD ANCHOR I Q ► m o- 2 O PIA. MM, CTO �� I Q I I a LOT' 5�T DACK, PIGHTS-OP-WAY, ANP ADJACENT PPOP�PTY 25T�UI?13�P AERIAL �L�CTRIC �IN�S ' ( I ~ �� M-LocA1�n> 1 I DUPING CON5TRUCTION, —AE-AE-AE-AE- 18 TPB I' 4, ALL VPPOTF-CTION 13APACA12�5 TO r3� IN51"AL1_1�12 13�FOPE vlI FIP5T D�V�LOPM�NT" P�PMI' 15 15502, WOO_A�A�� I w ' Q I AT�� \ oo I I U Q N d- CYCLONE ��NC� I I z 5, ALL BACKFLOW D�VIC�5 MU51' 13� IN5T'ALLN2 ANP T" 5T"F_D UPON _ I I I 1 I I i j U dM' IN51'ALLATION A5 PSP CITY OQANANC� 2394, TI:F-F- PROTECTION 13A2ACAPF: O I ' I I I 11 I I W O I 6, THS BUILDING MAT"_PIAL TYPE 15 CON5ID�P�D "VP''. 13A51�D ON V15 TPB TPB PROJECT PHA5F- LINF- P 11! w Q j i I I I I I X MA1F_PIAL TYPE ANP 5QUAZ� POOTA61� C 4,0005c[R,) , THI P�QUIP�P ___—__—__—__—_-- - I I i _ '\0 I �-► I I FIP� PLOW 15 1150 6PM, WHICH CAN 3� PPOVIP�D FPOM THS EXISTING �IR� NYI2RANT < A j — i I �Kor 1 I _ In 0 ADJACENT PIPS HY12PANT'5, �,D�V�LOP�P PPOVID�5 T�MPOPARY 13LANK�T�A5�M�NT POP a F_XI5TIN6i WATrR ME�1F_R Q i1I 6 CONcpt c,fWWO) 99.25 T.P. "It 00o I' CON5TPUCTON PUPP05�5 ANP PPOVID�5P�5CQPTIV� �A5�M�NT5 POP r�XISrING -OU j I 99.9 T.C. I 99.92 T.C. 1 ° N I ( 4 �L�C11?IC INPPA5TPUCTUP� A5 P�516N�P 13Y CSU FOP �L�CVIC LIN�5 NrW CONCI?�T� 7 I 99.4 B.C. I 99.42 B.C. I I LJ (WH�P� APPLICAI31_�, INCLUDING 51R��TLI6HT5) , r I 15 I �X151'ING I '� Iry 8, D�V�LOP�P MAY fff P1�51`01\1501_1� FOP LOCATING �A51�M�NT5 ON 51T TO I1\15UP� THAT" �L�CVICA_ INFPA5VUCTUP� 15 I1\15TALL�12 WITHIN NSW 5012 ARTA O � j I I I i I I PAY-CARF_I � 13UILPING ic i I C/� 1 r W Q Z � Od- �A51�M�NT 130UNPAPE5. WA1t�R COUR5F j I ( '' I x,619 SQ,I'�, I� I Q Z '—' F-+ O 9. D�V�LOP�P IN5T'ALL5 CONDUIT PSP C5U 5P�C5 ANP P�516N, 10. C5U WILL PPOVIP� PhAWIN65 POP �L�CTPZ ICAL INSTALLA110N � y -LOW i NI I I I I ISLAND To r�� z 100 F, F, I p �Mov�P z- — i I A c i 1 Q 0 N [—, ►-� 11, D�V�LOP�P WILL INTF-PC�Pf �45TING CONDUIT' AT P�51GNATN2 VAN5POPM�P5 OF, OT H- P, �4511N6 D�VIC�5 AND �XT"F_NP A5 P�QUIP�D, TpWrIC r rIRrCTION � I w I I EXISTING ( �-- Z F_XI511N6 ZONF-n'R-tel — X MUNI-FAMIL-Y NG I I O ,� oc W `I� , rOP OF CURB Gr EXISTING SIGN Q I � �LAGpOL�) _ I � Q AXIS GA5 I '� � ,; 12. IF CONPUIT" D0�5 NOT �XI5T AT D�5IGNAT�D 1RAN5POPM�P OF, 13 \ � WITH CONK, U5� M�1�I; � I ; � OTH- P, �XI511N6 D�VIC�5, D�V�LOP�P WILL PUPN115H ANP IN5TALL t30TrOM Op CURB CWALA� ' 1 p�f?MIT) W ►`�i CONDUIT A5 5HOWN ON C5U LAYOUT. ' N 13, D�V�LOP�P POUP5 �L�CTPZIC D�VIC� PA25 OP P0011NG5 ( 1,�, rOP O� PAVING GWS (a I I 12 I I I i u O TP,AN5FOPM�P5, PULL 130X 5, STC) PSP C5U 5P�C5 ANP P�51GN, ss.s2 T.P. j, ► '-- - - - - - - - - - - --- _ _ 25 ' 5EIPACK ► - - - - O— I O 14, OWNF-R5HIP OF -rHI5 PLAN ANP/ OR PRAWIN65 13F -LONGS CONTOUR ANIS GRAI�� LINA ( - - - - - - _ - - _ _ _, _ _ _ _ - - - —L_ TO R A,I, PF -516N5, INC,, x-500 CARTER CRF_EK 5U1TF_ 203, ------ss s ---- Q j --- I — — — — —— — 13RYAN, 1'X -7-7802, �VF-RY ATT�MpT NAS 13F_F_N MAPF_ 13Y `THF_ I i I ( 99.92 T.C. P�51GN�R INSURE 1-� ACCURACY P THF_5F_ DRAWINGS, 99.42 B.C. 99.92 T.C. wTO 00 IT 15 T-Ir_� RF_5pON51131L1-Y OF TNF- CLIF-NT ANP CONTRACTORS , Q I 99.30 B.C. ~�� ' Q' TO CHF -CK THF_5F_ PRAWINGS ANP 51T� PLAN 13F-PORF- ANY CON51RUCTION 13�GIN5, TIF_ PF_51GN�R A55UMF-5 NO RF-5PON5I131LITY POR OMISSIONS or, F-RROR5 IN THF5r_ ' I\'�, NI - �_ 99.84 T.c. I 99.67 T.C. 99.34 B.C. I 99.17 B.C. I N �' O PRAWIN65 OR 511 PLAN AFT'F-R CONSTRUCTION 13F-GIN5, ANY CHANGF- MA2F_ ON -Mrd J013 WI-rHOUT CONSULTING THS PF-51GNF-R PUF_ TO CLIF-NT OF, CONTRACTORS OR CRROR ON PLANS, 511 FLANS, PRAWIN65, STC, IS NOT I �, / I o - -- - - -- _ — _ N 49'2014-71 � I n -HF- RF_5PON51131LITY OF -rHF- PF-51CANF-R ANP T`HF_ OWNF-R THIS PLAN ANP/ OR PRAWIN65 MAY NOT 13F- U5r--P POR j , _ __ _1 Ell V) 11 1' i W V) RF-pF-AT CONSTRUCTION WITHOUT 1-H WRITTEN APPROVALuN� j w CONI o W Q �L W W OF R,A,I, PF -516N5, INC, Q I CUTC Wo) A j I 1-21' " j �_ �� - 191-0 291-011 rol \I I Q � 5�A P 1\I VF, 99.34 T.C. I I 50' �,o,w, SOIL I fl IWOO1� 98.84 B.C. >A to w ' VALL LFY o Cr) 0 NOTES 05 zj vj1 8' MAX. Q' NI �1 L_Of 4A gc 4(3 VAP.IAl3-1 < 5F_f; I;XI5iIN6 51TE.: PL -AN) F05T WOVEN Wipe FA13I21C �j w I 1 I 13 VL-OCK ;Q I I j SFICT�ON�V {� - MI . I2-1/2 G fflLLL_llL_�L_ L_ OI?G�NG�, UV I?�5151AN1, NIGH - 1�NSIL� STI:�NGTN, ----------� � I w - 6.. I----------------- L L I— L_L_L LLL MINI GA. 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A,U TP,�� MOT-C110N LMWZICAP�' 5 fO P3 IN5r&1_1�12 PP,1Op TO THI- 155UANC� OF F11251" 121�V�l_OPMM_ P�PMlf, LANDSCAPING NOTES- N.T.S. 1091 FPWKINCA NISLC ��NLC HANPICAP VAN Op CAI, LF,G1�NP: ppOp�1:TY LINES - -O- UTILITY POLE -� GUY WIE?, ANCNOP, AF_pIAL LINr-5 —AE—AE—AE—AE— W0012 CYCLONF- FF -Na MOTr:�CTION PAFACAPF_ TPB TPB PP,OJF-C1- PHA5F- LINF- E rXI51-IN6 FIPr� HY12PAN1- no rXI51-IN6 WATr--p Mr�p o �XI51-ING CLAN-OU1 C,O. NF -W CONCI2F_T1� r4 Nr� W 5012 AMA _--i WATF-p COU25r- PIpF-C'i-ION M* 1'1:�F`IC r -LOW 12irr- TION 1'Op OF CU1213 G PA[2r� 99.92 T.C. 1301 -TOM OF CUpl3 C �pr 99.92 B.C. 1'Op OF PAVING GAF - 99.92 T.P. CONTOU: ANP GRAL2r L -INF- HDCP. SPACE DETAIL SCALE: 1/4" = IT -0111 08 I 10 7� ka'Aw N.T.S. Paintool black pro -fab rouclht iron fent incl , Polt,-J -AP to stono cap. H P, JG 5tono cap C POST conc. �ootinc� c 5TONr- Vr_Nr_r_p MANF .: 130PAL 13001 5 5F-LF-CTION: 1"F-JA5 TAN PHONF-: (9-79) 690-5330 POW01s �O'' O ,C , t W��p�lol�s - 1 � � Stirrups � Qa � # -4 mbar IDAUGHED N.T.S. 104 MAN NOLO X1511% 516N pu___---_-____- _- 8 - -----------------------------------36-08---TE-�(-A-S=-P_A�_T-N-ERS H I P L. P. �- V�f;IZON--- -�- --------_----------------------- \'� ._ - 99:4- --------- AE AE---- A -r- AE AE AE -A-E AE - --AE AE AE-�—A U =� ---=- -� _ 7' ----_---_-------- — i ---- f0'�,------------0146----------- —_ i— a O ' �4511NG — -K�-S—40 5,-5 ------------ _ Q loll '�5- - - - o 'J-�I WOOF rl� Cl� I -----------' -_-_--- ---- SWING Sof �XI511NG — — — w _ _ _ ___- ._-,- �XI511NG _/ ---------------------- fLAYSCAI v;) ,------------ — — 20' ------------------------ S�113ACK - ————UN-n151�I�C��n Q �- _---------------- -------------------------- — — — — — — — _ _ _ .�--------------------- ,— .yam=---�. _-_-_-..-------- h�AYrAPn WT1� - -i 'I --------- i -\N ___ - - I I ,---------- w - � I J==7 . W � _ S�- Q III - I S-2 i I i '� '� w I I EXISTING �LFC11'IC Z --TYP. fop FFNC� �' '� 'I M�f�p f0 p,�MAIN, -------------� ° II PANEL5f06l W W W W W W W W W i I I - ___- NrW AI2b111ON I :) IN5q NSW -- --U-N---b1-5-�-1 ll:-�--�n- ------�-z�'- . I1 W21- 302 SQ,Fb9MON.�I n NM C,3w ° CYCLONE ffU A30V�,I ° 11111L o..--- -- -------- ° ° --- Q ' ,'I ° -- WWW WWW. . . W. 160 WWW \\\\\\ I. , v II 1 ° I( 5Q,Ff. - a \\II.�I� I zU WWWyyyW a °� 2 I< I ° IQ�iI 1 ° I ° � ( I \ I II,� �_ 'I� X� 201-011 N ° I° ° III- ��0_ 1 Ld d - P --, I :I� �- 1 J M �L '<0 LLJI'I\ V I C� �Iz ° ZA -dN �AI�N I NG C� I I _ I . I� (I I�F 4° 9°9 .2 5° T.P.<7nS022 ° N ° 99:T.C.10 994 TPQ° 'Ii(II I 1 HPCP.51GN 05-2 za 00 — -- 1Ld,' ` ° + �d °08 ° I Q ° z <2>w � �S-2 ° ° Z _ ° ( I QxpOL -OFF X51N(;�4U. Q ° (2 o \ ' , �N MUL1--r-AMLY ° ° °6 j I d" (WITH CONP. U5F \ , Qrl Q lI� I ° I ° id I ° Z .38 T.P. 99.88 T. P. IN _ _ 25° 5�Tl13ACK j_ I.19 I - \ N _ ° _ I : 1 o W o0 1 ' W 1 r, W .WWW ° ---� - -- - ----- WWW w W a �I I ° ( _ I W W W -192 W W /J T,rP. ° ° Q W •.W — — — — — — ►-� I ° ° I Ws��rW ° _ WWWWW WWF H W ° ° ` 99.98J.C. U CU) WWWWWW 01 a S 99.80 T.C. 02 ° 99.48 B.C.,S-2 ° ° `�' W W W W W WC,S, nSGN 51AI�nAef75 : O I I P99.84 T.C. 99.30 B.Q. vW WW W 2WW0 &ZIJ �99.34 B.C. I '0. " WWW ' 3. 14-i1'i-0� 66-84 ° w ° I `� ° 99.81 T.C. O -WAY 99.67 T.C. 99.31 B.C° ° g2 A 1( z3f-011, 211-011 W.20,G-71 I" ° IN i �fmrlc ON ° � 99.178C. 99.75 T.C. TYP4° 6W —203 I'! nz� ST 99.25B.C. t ? . .. .INA a W WWW I WI -WSLO,WW7112 1:12 ° . . . .Ws�o° WimW ._,.p _ <, Z3 1;12oo SO° ° 4 WWWW.WWWWWWWWWW�WWWWW.WW.WW.WW.y.yW.W.W.WWWW W W W W .___� sLop� II W — wQI ---------- ---- _----------------...._`='_.. ._.. ONLY SW --------------------------------- — — --_-- — ..0 TYP34.1.66-61,— — — °— -- — J I 99.34 T.C. :< I , / v\ P P-,, I VF, SOIL I I I� l� /OOV 98.84 B.C. 50' 0. W, z�W I 5 V�LFY �i Q I LOT - 4A & -q13 W i i �� BLOCK - 1813 413 - ------------------------------------- -- -- - LLJ I 6WA1�� LINA - - - -------------------- I 1 ED SITE PLAN SCALE: 1" =107-06 #4 CONTINUOUS #t-3 POWF-L5 Al- 48" O.C, I ---- -_ ----------- ! ----r -_--� 101 2" COMPACTrtV SAND ON COMPACTF-12 5UI3 6PAI2F_ -44 Al- 18" 0,C, SACH WAY " 10 11 AXIMUM LENGTH 6AI' Z LVANIZ�n 3/ 4 PF_t2WOOL2 Mr__1_AL F-XPAN51ON JOINT 1/ 4" TYPICAL KOYWAY Y 13 L_ow TOS' Or- WALK - #3 POWF-L5 1'-6 " LONG AT #4 AT I8,, TOOL r_PG�5. TIJOINT LL �- Ap pOXA15' O.C. z WITH CAULKING. 16" O.C. Wp.Ap ONS SNP W/ �- O.0 , SACH WAY w POLY' ¢ is c_n ---- -___-_ a ,------- it I_I-1 I 1-1 ---x-----= -------- -- --- ---- --- COMpAC1� l� SANf� , ---- --- ---� -- --- I?AMp Pop, ON TO C3� CON112A5-nN6 -11 I I 1=11 I III -1 11=1 11=1 11=1 11=1 I i-' CO[_OI? ANI2 I;HAVF_ 1/ 4'' nrF_p GpOOV�5 2'�1 APA,T. 2" COMPACTF-P 5ANI2 ON 51PF-WA-K5- TO HAVr #3 Al- 16" O.C. F -A, WAY, COMPAC1F-12 5U13 6PAPr-� PAI,KIN6 - 1-0 HAVF_ #4 Al- 18" O.C, [�A. WAY. 031 PARKING DETAIL 1021 RAMP DETAIL M d' W 0 00 � x Q M � � W U M M �I 'I --------- i -\N ___ - - I I ,---------- w - � I J==7 . W � _ S�- Q III - I S-2 i I i '� '� w I I EXISTING �LFC11'IC Z --TYP. fop FFNC� �' '� 'I M�f�p f0 p,�MAIN, -------------� ° II PANEL5f06l W W W W W W W W W i I I - ___- NrW AI2b111ON I :) IN5q NSW -- --U-N---b1-5-�-1 ll:-�--�n- ------�-z�'- . I1 W21- 302 SQ,Fb9MON.�I n NM C,3w ° CYCLONE ffU A30V�,I ° 11111L o..--- -- -------- ° ° --- Q ' ,'I ° -- WWW WWW. . . W. 160 WWW \\\\\\ I. , v II 1 ° I( 5Q,Ff. - a \\II.�I� I zU WWWyyyW a °� 2 I< I ° IQ�iI 1 ° I ° � ( I \ I II,� �_ 'I� X� 201-011 N ° I° ° III- ��0_ 1 Ld d - P --, I :I� �- 1 J M �L '<0 LLJI'I\ V I C� �Iz ° ZA -dN �AI�N I NG C� I I _ I . I� (I I�F 4° 9°9 .2 5° T.P.<7nS022 ° N ° 99:T.C.10 994 TPQ° 'Ii(II I 1 HPCP.51GN 05-2 za 00 — -- 1Ld,' ` ° + �d °08 ° I Q ° z <2>w � �S-2 ° ° Z _ ° ( I QxpOL -OFF X51N(;�4U. Q ° (2 o \ ' , �N MUL1--r-AMLY ° ° °6 j I d" (WITH CONP. U5F \ , Qrl Q lI� I ° I ° id I ° Z .38 T.P. 99.88 T. P. IN _ _ 25° 5�Tl13ACK j_ I.19 I - \ N _ ° _ I : 1 o W o0 1 ' W 1 r, W .WWW ° ---� - -- - ----- WWW w W a �I I ° ( _ I W W W -192 W W /J T,rP. ° ° Q W •.W — — — — — — ►-� I ° ° I Ws��rW ° _ WWWWW WWF H W ° ° ` 99.98J.C. U CU) WWWWWW 01 a S 99.80 T.C. 02 ° 99.48 B.C.,S-2 ° ° `�' W W W W W WC,S, nSGN 51AI�nAef75 : O I I P99.84 T.C. 99.30 B.Q. vW WW W 2WW0 &ZIJ �99.34 B.C. I '0. " WWW ' 3. 14-i1'i-0� 66-84 ° w ° I `� ° 99.81 T.C. O -WAY 99.67 T.C. 99.31 B.C° ° g2 A 1( z3f-011, 211-011 W.20,G-71 I" ° IN i �fmrlc ON ° � 99.178C. 99.75 T.C. TYP4° 6W —203 I'! nz� ST 99.25B.C. t ? . .. .INA a W WWW I WI -WSLO,WW7112 1:12 ° . . . .Ws�o° WimW ._,.p _ <, Z3 1;12oo SO° ° 4 WWWW.WWWWWWWWWW�WWWWW.WW.WW.WW.y.yW.W.W.WWWW W W W W .___� sLop� II W — wQI ---------- ---- _----------------...._`='_.. ._.. ONLY SW --------------------------------- — — --_-- — ..0 TYP34.1.66-61,— — — °— -- — J I 99.34 T.C. :< I , / v\ P P-,, I VF, SOIL I I I� l� /OOV 98.84 B.C. 50' 0. W, z�W I 5 V�LFY �i Q I LOT - 4A & -q13 W i i �� BLOCK - 1813 413 - ------------------------------------- -- -- - LLJ I 6WA1�� LINA - - - -------------------- I 1 ED SITE PLAN SCALE: 1" =107-06 #4 CONTINUOUS #t-3 POWF-L5 Al- 48" O.C, I ---- -_ ----------- ! ----r -_--� 101 2" COMPACTrtV SAND ON COMPACTF-12 5UI3 6PAI2F_ -44 Al- 18" 0,C, SACH WAY " 10 11 AXIMUM LENGTH 6AI' Z LVANIZ�n 3/ 4 PF_t2WOOL2 Mr__1_AL F-XPAN51ON JOINT 1/ 4" TYPICAL KOYWAY Y 13 L_ow TOS' Or- WALK - #3 POWF-L5 1'-6 " LONG AT #4 AT I8,, TOOL r_PG�5. TIJOINT LL �- Ap pOXA15' O.C. z WITH CAULKING. 16" O.C. Wp.Ap ONS SNP W/ �- O.0 , SACH WAY w POLY' ¢ is c_n ---- -___-_ a ,------- it I_I-1 I 1-1 ---x-----= -------- -- --- ---- --- COMpAC1� l� SANf� , ---- --- ---� -- --- I?AMp Pop, ON TO C3� CON112A5-nN6 -11 I I 1=11 I III -1 11=1 11=1 11=1 11=1 I i-' CO[_OI? ANI2 I;HAVF_ 1/ 4'' nrF_p GpOOV�5 2'�1 APA,T. 2" COMPACTF-P 5ANI2 ON 51PF-WA-K5- TO HAVr #3 Al- 16" O.C. F -A, WAY, COMPAC1F-12 5U13 6PAPr-� PAI,KIN6 - 1-0 HAVF_ #4 Al- 18" O.C, [�A. WAY. 031 PARKING DETAIL 1021 RAMP DETAIL M W , W No Q N o � o d' W 0 00 � x Q a � � W U M M M 0 0 W , W No Q N o � o NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER NOTE: BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL TYPE "D" JOINT SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS IN CURB & GUTTER EXPANSION JT, & 25' RAD. (MIN.) 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF SMOOTH DOWEL BAR, R3 P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND A� ' I TYPE ..D.. GUTTER SHALL BE SPACED AT A MAXIMUM P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & CAP 0 12" O.C. ' 2" Y. DISTANCE OF 10' APART, 24" GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART, (COATED W/HEAVY GREASE) . 6' T #4 BARS 0 18" C/C 12'• 24.. -- - - - - - - - �-_A�CESSIBLIEROUTE* /+..R 1/4"R 1/4"R V 15" --------- -- - - -- ---- - - - - - - POINT OF aVARIES N /-TANGENCY �174 t0%Z" 6" Q, 1" t/4"R 5" 12" T "i y • • • - • • • • - • - • • • • •'• I L V*4 L 31, 4P STI -06 SURFACING AS NEEDED.A' EXPANSION JOINT (TYP.) BARS CONTINUOU 1•. �# 3., 31, 3..• 2 'r-) "Vas( SEAL W/APPROVED AND 3" CLEAR TYP. 2" • _ *a BARS EXPANSION JOINT MATERIAL X00 0 = 3/4" X 18" SMOOTH 4-7 3•• 24" LAY DOWN EXPANSION DOWELSDOWELLED TYPICAL STREET CONCRETE IN CURBS TYPICAL COMBINED ST2-01 GUTTER SECTION "0" A DETAIL CURB &GUTTER SECTION TYPE EXPANSION JOINT. "G" STI -01 STI -00 M-02 1.1/4 NOTE: NOTE: 1/2" CHAMFER I APPROX.12'. +- DRIVEWAY WIDTH TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL (TYPICAL) VARIE LLL DRAINAGE CULVERT RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM (MIN. 18" DIA. RCP PIPE) A DISTANCE OF 10' APART DISTANCE OF 10' APART ■4 BAR 2. PIPE EXTENDED T•-2'• FROM BOC TO BE COVERED WITH FABRIC t o AND TIED IN PLACE 6. . • . 24 ' t5' 24" 6 24' 3 6., 1/4•'R ("DIA. MIN 1/2'/. "�• R 6" 28 -DAY CONCRETE 12",''� � 4 -3�-� • 0 6' 6 3/4" SLOPE t2" 3' t/a•'R i�0 6 .. STRENGTH -3500 si. 2.• 3.• 3.. • 3" 3" 31• 2" • 6" COMPACTED STABILIZED SUBGRADE 4" 4" • -04 BARS 3.. • :*4 BARS r1EICL ♦ 1 0 :3/4" X 18" SMOOTH EXPANSION DOWELS 0 :3/4" X 18" SMOOTH EXPANSION DOWELS RIBBON CURB TICAL COMBINED Z�'PICAL WEEPHOLE CURB SPILL CURB STI -03 STI -04 STI -05 1/8" R SEAL WITH JOINT MATERIAL ..:° •.P:°• E . A.. • 0 6., MIN. J METAL KEY WAY PLATE DEFORMED TIE BARS # 4 X 18", 18" O.C. TYPE "D" TRANSVERSE REINFORCEMENT: 04 BARS AT 18" C. TO C. 7 TVfft- ••f••• t^tLtT 12' I" MIN. TO. 04 BARS 0 18" O.C.E.W:-\6" MAX. (MID SLAB) _ _- s _ _„•- �._.,. 6" E SECTIONA A TYPE "G" EXPANSION EXISTING CURB & GUTTER JOINT. ELEV+ TO BE REMOVED �E KEEP 6" RISE TO TYPE "G" EXPANSION N T/C ELEV.=3" PROPERTY LINE 0 JOINT. ELEV.+ CURB RETURN RADIUS + 2' CURB RETURN RADIUS + 2' MATCH � OF � 1. IF THERE' IS A VALLEY KEEP 6" RISE TO i T/C ELEV.=3" w GUTTER, (THEN TRANSITION w EXISTING GUTTER 2. v CC CURB RETURN RADIUS 1'-6" A o CURB RETURN RADIUS t'-6" MATCH OF PROPERTY LINE �+ ( 0 n CROWN T VALLEY GUTTER 0 FL EXISTING PVMT. i 4., < TO FULL' CROWN IN 50'. E- a EXISTING GUTTER Z ACCESSIBLE ROUTE t4• MIN.) Z ACCESSIBLE ROUTE (4• MIN.) 2' ,gr ..._-�_-_ _ 0 � (OPTIONAL) 0 � (OPTIONAL)�I EXISTING 4., - -- I 2. TYPE "G" EXPANSION JOINTS D E--�I aTE NOTE 3. IN CURB &GUTTER SHALL BE o NOTE .3- ITE�I+prE 3 3" RISE OF 40 -APART T A MAX. DISTANCE NOTE 3. SPACED -- EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" 6'• AND AT ALL O.C.E.W. ASPHALT APRONS STRENGTH RADIUS JOINITg I -CON P.T.'S & P.C.-S. (28 -DAY CONCRETE 6" 3" RISE DRIVEWAY APRON SHALL BE 4' DEFORMED TIE BAR =3000 psi) W/#4 BARS 0 18' t'/� • TYPE "B'' CONTRACTION MIN TYPE "D" LONGITUDINAL N CURB & GUTTER LONGITUDINAL EXISTING (28 -DAY CONCRETE STRENGTH #4 X t8" O.C. CURB AND GUTTER SHALL BE SHALL BE SPACED AT A MAX. BASE =3000 psi) W/#4 _BARS 0 18" FOR TIE TO CONCRETE JOINT JOINT ALLOWEOON OPEN DITCHED DISTANCE' OF 10' APART. DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/0 TO CONCRETE PAVEMENT STREET SECTIONS ONLY. 3. 2% MAX SLOPE. D D x t8" O.C. FOR TIE CURB AND GUTTER SHALL BE ONLY SECHONA A r SECTIONA A TO CONCRETE TO STREET SECTIONS ONLY. SECTIONA A DOWN C RB BEGIN AT P.T. SLOPING AWAY FROM INTERSECTION ALLOWEDON OPEN 4. 5' MIN TRANSITION TO LAY SLOPING TOWARD INTERSECTION CONCRETE PAVEMENT ONLY. SECTIONAA �--SIDE STREET WIOTH� 9ITHLAYD014T17V CUl?B � t A TYPE "G" EXPANSION JOINT okk PROPERTY LINE 6" THICK CONCRETE NOTE: RAMPS ONLY WHEN 128 DAY STRENGTH= 3500 PSI) rA CROSS SLOPE POINT OF MAINTAIN 2% MAX THE LONGITUDINAL SLOPE IS - - ----- W/#4 BARS AT 18" O.C.E.W.CURVATURE GREATER THAN 1:20 DOWEL INTO EXISTING SIDEWALK W/6" LSSB TO 2' BEYOND B.O.C. (VARIES) W/#4 BARS 0 18" O.C. BACK OF C RB G _ -- ,:•� - .. RAMPS SHALL COMPLY WITH TAS REQUIREMENTS RETURN CURB TO HAVE BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL TYPE "D" JOINT 5 A ROLL FACE DIMINISHING EXPANSION JT, & 25' RAD. (MIN.) :... �?4. SMOOTH DOWEL BAR, SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF .: ;. ; :....::.:. : ; :::.•:......:........ :... . SIDEWALK c;� *� A� ' I TYPE ..D.. (�-TYPE "G" EXPANSION JOINT-�I i i I 1-I-1-I�1-i CAP 0 12" O.C. ' I LONGITUDINAL ACCESSIBLE RAMP DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY ** 5'R. (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) 'G JOINT (SEE RAMP DETAIL) t� 1 StRE� L �' t2. -- - - - - - - - �-_A�CESSIBLIEROUTE* m NEAT SAW CUT NEAT NEAT SAW CUT _ SAW CUT A 1' --------- -- - - -- ---- - - - - - - POINT OF ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF N /-TANGENCY ;_j.. * MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB III TO • • • - • • • • - • - • • • • •'• o, SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET TYPE "G" EXPANSION EXISTING CURB & GUTTER JOINT. ELEV+ TO BE REMOVED �E KEEP 6" RISE TO TYPE "G" EXPANSION N T/C ELEV.=3" PROPERTY LINE 0 JOINT. ELEV.+ CURB RETURN RADIUS + 2' CURB RETURN RADIUS + 2' MATCH � OF � 1. IF THERE' IS A VALLEY KEEP 6" RISE TO i T/C ELEV.=3" w GUTTER, (THEN TRANSITION w EXISTING GUTTER 2. v CC CURB RETURN RADIUS 1'-6" A o CURB RETURN RADIUS t'-6" MATCH OF PROPERTY LINE �+ ( 0 n CROWN T VALLEY GUTTER 0 FL EXISTING PVMT. i 4., < TO FULL' CROWN IN 50'. E- a EXISTING GUTTER Z ACCESSIBLE ROUTE t4• MIN.) Z ACCESSIBLE ROUTE (4• MIN.) 2' ,gr ..._-�_-_ _ 0 � (OPTIONAL) 0 � (OPTIONAL)�I EXISTING 4., - -- I 2. TYPE "G" EXPANSION JOINTS D E--�I aTE NOTE 3. IN CURB &GUTTER SHALL BE o NOTE .3- ITE�I+prE 3 3" RISE OF 40 -APART T A MAX. DISTANCE NOTE 3. SPACED -- EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" 6'• AND AT ALL O.C.E.W. ASPHALT APRONS STRENGTH RADIUS JOINITg I -CON P.T.'S & P.C.-S. (28 -DAY CONCRETE 6" 3" RISE DRIVEWAY APRON SHALL BE 4' DEFORMED TIE BAR =3000 psi) W/#4 BARS 0 18' t'/� • TYPE "B'' CONTRACTION MIN TYPE "D" LONGITUDINAL N CURB & GUTTER LONGITUDINAL EXISTING (28 -DAY CONCRETE STRENGTH #4 X t8" O.C. CURB AND GUTTER SHALL BE SHALL BE SPACED AT A MAX. BASE =3000 psi) W/#4 _BARS 0 18" FOR TIE TO CONCRETE JOINT JOINT ALLOWEOON OPEN DITCHED DISTANCE' OF 10' APART. DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/0 TO CONCRETE PAVEMENT STREET SECTIONS ONLY. 3. 2% MAX SLOPE. D D x t8" O.C. FOR TIE CURB AND GUTTER SHALL BE ONLY SECHONA A r SECTIONA A TO CONCRETE TO STREET SECTIONS ONLY. SECTIONA A DOWN C RB BEGIN AT P.T. SLOPING AWAY FROM INTERSECTION ALLOWEDON OPEN 4. 5' MIN TRANSITION TO LAY SLOPING TOWARD INTERSECTION CONCRETE PAVEMENT ONLY. SECTIONAA �--SIDE STREET WIOTH� 9ITHLAYD014T17V CUl?B � t A TYPE "G" EXPANSION JOINT okk PROPERTY LINE 6" THICK CONCRETE NOTE: RAMPS ONLY WHEN 128 DAY STRENGTH= 3500 PSI) rA CROSS SLOPE POINT OF MAINTAIN 2% MAX THE LONGITUDINAL SLOPE IS - - ----- W/#4 BARS AT 18" O.C.E.W.CURVATURE GREATER THAN 1:20 DOWEL INTO EXISTING SIDEWALK W/6" LSSB TO 2' BEYOND B.O.C. (VARIES) W/#4 BARS 0 18" O.C. BACK OF C RB G _ -- ,:•� - .. RAMPS SHALL COMPLY WITH TAS REQUIREMENTS RETURN CURB TO HAVE BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL TYPE "D" JOINT 5 A ROLL FACE DIMINISHING EXPANSION JT, & 25' RAD. (MIN.) :... f+ E -I -I -I -I AT RADIUS POINT SMOOTH DOWEL BAR, SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF .: ;. ; :....::.:. : ; :::.•:......:........ :... . SIDEWALK c;� *� t/2"Q} X t6". WITH ' I TYPE ..D.. (�-TYPE "G" EXPANSION JOINT-�I i i I 1-I-1-I�1-i CAP 0 12" O.C. ' I LONGITUDINAL ACCESSIBLE RAMP DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY ** 5'R. (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) 'G JOINT (SEE RAMP DETAIL) t� 1 StRE� L �' t2. -- - - - - - - - �-_A�CESSIBLIEROUTE* m NEAT SAW CUT NEAT NEAT SAW CUT _ SAW CUT A 1' --------- -- - - -- ---- - - - - - - POINT OF ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF N /-TANGENCY ALLEY PAVING * MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB III TO • • • - • • • • - • - • • • • •'• -r►• • • • • • • -_ • • • SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET STI -06 SURFACING AS NEEDED.A' EXPANSION JOINT (TYP.) ** EXISTING SIDEWALKS, to MIN. 'r-) "Vas( SEAL W/APPROVED OF 4• BEHIND BACK OF CURB), RESIDENTIAL DRIVEWAY EXPANSION JOINT MATERIAL X00 MAY REMAIN IN PLACE OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON ST2-00 ST2-01 W Ww "0" A cc D DRIVEWAY TYPE EXPANSION JOINT. "G" wI v SLOPE VARIES PER pT. MIN. ELEV.=T/C ELEV.+3" GUT?ER 8 & TYPE EXPANSION JOINT 1.1/4 TO REMOVED KEEP 6" RISE TO 1 PROPERTY LINE CL I APPROX.12'. +- DRIVEWAY WIDTH PROPERTY LINE - - - MATCH I�OF EXISTING GUTTTT ER - - VARIE LLL DRAINAGE CULVERT I 3' EXISTING PVMT. I ' l i 6" * MAINTAIN 27 MAX VAt�IES RETURN CURB TO HAVE (MIN. 18" DIA. RCP PIPE) A -- -- ---_-_ _ CROSS SLOPE I A ROLL FACE DIMINISHING AT RADIUS POINT. SECTIONA A PROPERTY T I LINE (3 RISE3I i TYPE "0" AMBULATORY RAMP NOTE: - - - -I- ` - - EXISTING BASE MIN. 25' MIN. R. REMOVE CURB LONGITUDINAL SLOPE 1:12 MAX. DRIVEWAY APRON SHALL BE TH U RAMP JOINT 1. LENGTH OF DRAINAGE PIPE FOR - - - - - DEFORMED TIE BAR 6" (28 -DAY CONCRETE _ _ _ _ _ _ _ RESIDENTIAL DRIVES IS 36' MAX #4 X 18" O.C. STRENGTH • 3000 psi) W/04 - - - �j & 20' MIN. DRAINAGE EDGE PVMT. FOR TYING NEW BARS 6 18" O.C.E.W. ASPHALT SIDEWALK -_ �J i y C� 2. ALL DRIVEWAY PIPES WITHIN CULVERT CONCRETE TO EXISTING APRONS AL CURB & GUTTER _ _ _ _ _ _ _ _ _ _ _ -- - - - - - ROW MUST HAVE CONCRETE CONCRETE PAVEMENT SHALL BE ALLOWED ON OPENNEAT � NEAT SLOPED END SECTIONS r, STREET ONLY ONLY.DITCHEO STREET SECTIONS SAW CUT i - - SAW CUT (6:1 SLOPE) OR APPROVED A�lj EfEE/1� 7z �_z - - - 1 Eoua.. SECTIONA A DRIVEWAY ENTRANCE TYPE ..G'. A NEAT EXISTING CURB III GUTTER TO ICAL EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET SURFACING AS NEEDED WITH CULVERT COMMERCIAL DRIVEWAY ST2-02 ST2-03 #4 BARS, 18" O.C.E.W. 28 -DAY CONCRETE FLEX BASE * STRENGTH= 3500 psi MIN. C HMAC EXISTING SEAL COAT/ # (TYPE C OR D) HMAC DOWEL 5 BARS. 16" LG., COMPACTED CEMENT EXISTING (8" INTO IST. PVMT.), 0 18" O.C. STABILIZED SAND GRAVEL STREET 6" SAW CUT I EXISTING CONCRETE --\6" STRE • E T � SAW CUT VARIES C. TO C. COMPACTED CEMENT 12" 12" COMPACTED CEMENT STABILIZED SAND OR 12 STABILIZED SAND TYPE "D" JOINT FLEX BASE * REFER TO HMAC SPECIFICATION LONGITUDINAL _TOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE I 40' I 40' I 4 LONGITUDINAL REINFORCEMENT: CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED a �E E 04 BARS AT 18" C. TO C. TANGENT SECTIONS TYPICAL •TOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18", 12" O.C. 1/4" R 3/4" (COATED W/HEAVY GREASE) 5.1/2" 3/4• ° 7/8" 6" MIN. ° ,• 1-5/8•' • -I : ,• ; c RECYCLED MATERIAL, 1-1/2.. 3" LONG METAL OR PLASTIC CAP 3/4' THICK AS MANUFACTUREDRED INSIDE DIAMETER TO BE 1/16" GRL`ATER BY J.D. RUSSELL CO. OR THAN DIAMETER OF DOWEL BAR. CAP 3 APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" OF DOWEL ANDHAVE STOP SO END OF METAL KEY WAY PLATE CAP IS 1" FROM THE END OF BAR. TYPE "G" EXPANSION & CONSTRUCTION .TOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P.I.'S, JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. SAWED OR FORMED.SEAL WITH JOINT MATERIAL. SEALING NOT REO'D IN CURBS. 3/8'• R� r 1/8'• TO 3/16" 3/4" ° 6" MIN. . E 4 BARS, 18" O.C.E.W. TYPE "B" CONTRACTIONJOINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE "0" JOINT RESIDENTIAL BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL TYPE "D" JOINT 5 GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS TYPE "B" JOINT TYPE "G" JOINT AT FUTURE IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS LONGITUDINAL JT. 0 900 24 SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF \yob TO CHORD OF RADIUS. (TYP.) LAST DISTURBANCE. RAW WIDTH 70 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY EASEMENT CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE TYPICAL.TOINT LAYOUT AT t2. (TYP.) 12. m COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF N SILT AFTER EVERY RAIN. W TYPE "G" JOINT AT ALL % RADIUS POINTS AND > MAX. DISTANCE OF 300'ON TANGENTS t•6" GENERAL NOTES: BACK Of CURB ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY FOR LIFT AND COMPACTION 12" : REOUIREMENTS 6.. SEE BEDDING DETAIL FOR SEE BEDDING DETAIL FOR O.D 1 I APPROPRIATE PIPE TYPE APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES VARIES SEE BEDDING DETAIL FOR UNDISTURBED SOIL UNDISTURBED SOIL-/ APPROPRIATE' PIPE TYPE VARIES OPEN CUT OPEN CUT SEAT, COAT/ OP CUT CONCRETE STREET GRAVEL STREET (�VF,RT ,AY ,�TRF.FT ST4-00 RESIDENTIAL BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL TYPE "D" JOINT SECTION GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS TYPE "B" JOINT TYPE "G" JOINT AT FUTURE IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS EXTENSION OR AT PROP. 24 SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WORK (TYP.) LAST DISTURBANCE. RAW WIDTH 70 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY EASEMENT CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE TYPICAL.TOINT LAYOUT AT t2. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 12. m COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF (SEE NOTE t) SILT AFTER EVERY RAIN. ST3-00 FOR LIFT AND COMPACTION 12" : REOUIREMENTS 6.. SEE BEDDING DETAIL FOR SEE BEDDING DETAIL FOR O.D 1 I APPROPRIATE PIPE TYPE APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES VARIES SEE BEDDING DETAIL FOR UNDISTURBED SOIL UNDISTURBED SOIL-/ APPROPRIATE' PIPE TYPE VARIES OPEN CUT OPEN CUT SEAT, COAT/ OP CUT CONCRETE STREET GRAVEL STREET (�VF,RT ,AY ,�TRF.FT ST4-00 NOTES: 1. RURAL SECTIONS WILL NOT REQUIRE 16' EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. 2. FNTYSNISTADROLLOW CORURAL SECTIONS -- 40' N z C) _ cn w C) a O U RESIDENTIAL COLLECTOR 16' SECTION SECTION PAVEMENT 24 30 WIDTH 14' RAW WIDTH 70 100 NOTES: 1. RURAL SECTIONS WILL NOT REQUIRE 16' EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. 2. FNTYSNISTADROLLOW CORURAL SECTIONS -- 40' N z C) _ cn w C) a O U TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: CITY O11' BRYAN 1. ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REOUIREO TO USE 8" 2 -FOR SUBGRADES WITH PI>15 AND % PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). The Good lJf, Texas Style." SIEVE >_35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUIREO TO USE 5" HMAC 3. FOR SUBGRAOES WITH PK 15 AND % PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. ------ VARIABLE R -O -W (SEE NOTE t) WILL BE DETERMINED BY THE ENGINEER, VARIABLE B/C TO B/C (SEE NOTE 1) F VARIABLE R -O -W (SEE NOTE 5) Q VARIABLE B/C TO B/C (SEE NOTE 5) Q MONOLITHIC CURB SEE 5' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 4' CONCRETE SEE 5' CONCRETE 6" REINFORCED CONCRETE SEE a CONCRETE SIDEWALK DETAIL (28 DAYSTRENGTH=3500 PSI) I TYPE "0" JOINT SIDEWALK DETAIL SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK DETAIL I 3% SLOPE DRAWN BY: C.L.M. 3/. SLOPE --► --• DATE 09 LIMIT OF MEASUREMENT 2' MIN. 4, HMAC BASE 6" COMPACTED STABILIZED SUBGRADE 198/. STANDARD LIMIT OF J 2' -4 BARS 0 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD $ � A I E ; O NO T. OR 6 CRUSHED LIMESTONE MEASUREMENT (MID SLAB) ( ASTM D-698 AT A MOISTURE CONTENT BETWEEN ( S FOR ROADWAY EXCAVATION BASE (95% MOD. ASTM -01557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND •4% OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND -4% OF OPTIMUM. EXCAVATION & APPROVED: W � P. K. TYPICAL STREET SECTION STABtL1ZAT10N.TYPICAL STREET SECTION F I G 6 R E ASPHALTICCONCRETEPAVEMENT ST4-04 REINFORCED CONC,RETEPAVE,ME, NT ST4-05 (: SHEET 1 OF 1 16' t6' 0 16' UTILITY 14' 14' 16' UTILITY EASEMENT EASEMENT t2. 12. m (SEE NOTE t) (SEE NOTE 1) > aw Q X00 Q o 2" HOT MIX STD. RIBBON CURB °• Wo W a F ASPHALTIC CONC. PVMT.o F CL v •- 1/2"/FT.SLOPE -► w t o =MIN4" AC BASE I ^ OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND •4% OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: CITY O11' BRYAN 1. ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REOUIREO TO USE 8" 2 -FOR SUBGRADES WITH PI>15 AND % PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). The Good lJf, Texas Style." SIEVE >_35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUIREO TO USE 5" HMAC 3. FOR SUBGRAOES WITH PK 15 AND % PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. ------ VARIABLE R -O -W (SEE NOTE t) WILL BE DETERMINED BY THE ENGINEER, VARIABLE B/C TO B/C (SEE NOTE 1) F VARIABLE R -O -W (SEE NOTE 5) Q VARIABLE B/C TO B/C (SEE NOTE 5) Q MONOLITHIC CURB SEE 5' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 4' CONCRETE SEE 5' CONCRETE 6" REINFORCED CONCRETE SEE a CONCRETE SIDEWALK DETAIL (28 DAYSTRENGTH=3500 PSI) I TYPE "0" JOINT SIDEWALK DETAIL SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK DETAIL I 3% SLOPE DRAWN BY: C.L.M. 3/. SLOPE --► --• DATE 09 LIMIT OF MEASUREMENT 2' MIN. 4, HMAC BASE 6" COMPACTED STABILIZED SUBGRADE 198/. STANDARD LIMIT OF J 2' -4 BARS 0 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD $ � A I E ; O NO T. OR 6 CRUSHED LIMESTONE MEASUREMENT (MID SLAB) ( ASTM D-698 AT A MOISTURE CONTENT BETWEEN ( S FOR ROADWAY EXCAVATION BASE (95% MOD. ASTM -01557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND •4% OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND -4% OF OPTIMUM. EXCAVATION & APPROVED: W � P. K. TYPICAL STREET SECTION STABtL1ZAT10N.TYPICAL STREET SECTION F I G 6 R E ASPHALTICCONCRETEPAVEMENT ST4-04 REINFORCED CONC,RETEPAVE,ME, NT ST4-05 (: SHEET 1 OF 1 CROSS SLOPE 27 MIN. CROSS SLOPE w CROSS SLOPE SIDEWALK z 2/. to 4/. 2% MAX., 1'/. MIN. PAVEMENT CURB �. a: w 8' TYP, a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REOUIREMENTS - BERMS MAY BE REOUIRED OUTSIDE Of THE SIDEWALK. P y + 1 PER TAS STANDARDS NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2, FINISH: LIGHT BROOM FINISH, JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS Q 40' O.C.,CONTRACTION JOINTS Q 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB: JUNCTION BOX, ETC.) WITH •3 x 12" BARS Q 12" O.C. OR •4 x 12" BARS Q 18" O.C. 4, COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 981 OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR (�► 1/4" R1/2" 0 X 18", 12" O.C. T r3/4" (COATED W/HEAVY GREASE) 3'-0" MIN. _\ -I , 5'-0"�VARIES� 4" �E 2% MAX. RECYCLED MATERIAL, 1/2" SEE NOTE 4 THICK MANUFACTUREDIZ3.LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR DIAMETER TO BE 1/16" GREATER- THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST 13 BARS Q 12" O.C.E.W. OR CONCRETE BE LONG ENOUGH TO COVER 2"OF DOWEL AND HAVE STOP SO END OF 14 BARS Q 18" O.C.E.W. STRENGTH= H = 3000 psi CAP IS I" FROM END OF BAR. SEE THICK MIN.) FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS & CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENTS SWI -OO SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R 4"x4"x3/16" STRUCTURAL STEEL TUBING ' O.C. MAXIMU T 8'D.C. MAXIMU 2" O.C. 4„ i" SIDEWALK CONTRACTION JOINT RE 1-111 SWEEP SAND i" . 0•C. MIN 8" INTO ALL JOINTS 4"x2"x3/16" STRUCTURAL STEEL TUBING MAX 24" 4"x4"x%/16" STRUCTURAL 1"x1"x3/i6" STRUCTURAL STEEL TUBING CONC. SIDEWALK STEEL I U661N 3-1/2" \A SEE CONNECTION DETAIL A. • a a o O a. TYPICAL PEDESTRLAN I�� • DIA BOLT , : a ,• a" , w GENERAL NOTES: CONNEMONDETAIL 6 1" MAX, SAND LAYING COURSE SWI -01 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHEO AND WATERED UNTILGROWTHIS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK I 3'-0" MIN. 6•-0 VARIES AX E- 2% M. SEE NOTE 4 •3 BARS Q 12" O.C.E.W. OR 28-OAY CONCRETE •4 BARS Q 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER I ACCEPTABLE TRAFFIC RATED 8'-0"VARIES PAVER MATERIAL E 2% MAX. ' SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE •3 BARS Q 12" O.C.E.W. OR STRENGTH= 3000 psi •4 BARS Q 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SWI -02 0 FJIn WF o a UJ LANDING MIX %1 4;oc(s;g7. 7 4 0: c o:o:4;a;o;Do o?a. Z ;a:O:;a:O;oG:a;a:A:C:• ;oo;c: o•:es:�:o:4:c. DETECTABLE WARNING SURFACE 4" MAX. AND USUAL 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C o 5'x 5' 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 9 u Landing 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL c dot) STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE Dov OF APPROAi H SIDEWALKS AS DIRECTED. vom ** VARIES t' 4' CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. * VARIES 1' 4• 2.0ETECTABLE WARNING SURFACES MUST BE SUP RESISTANT AND Npms�ol 3Aem1&ulor VARIES INEENAHN PLACE RAT APPROVED F 3. MANEUVERING SPACE AT THE BOTTOM Of CURB RAMPS SHALL BE A MINIMUM Of 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN (Domes to run porollel to Spoce EOUAL p I GREEN SPACE 41 y .....D • 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 'D' > ' D • ) ( SIDIp EWALK APPROXIMATE LOCATION FOR THE DETECABLE WARNING �y A� vINA�� D D..' SIDEWALK D • s.. 1P 6' ° NIS e V h C WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT 6' No. 4 GARS > b DEPTH IN TH E DIRECTION OF PEDESTRIAN TRAVEL, ANO EXTEND THE E S APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. i ( •:p;o:o;oo::a•:cic;o; AMP* a<:N, DETECTABLE WARNING b c RAMPr *DETECTABLE ` 12-1 4gY \ 9 -� MAX. WARNING SURFACE VARIES (Typ1 SURFACE PROPERTY \ �l PROPERTY LINE \ 'y (Typical) CORNER RADIUS. LINE _ OVER OR THROUGH THEM. 7• ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED TRENCH GRATE MAY ONLY BE POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, - ? d AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL \ D '. '• ' WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. ** 23' (t0' CURB RAOUyS) �sC 21.5' (20' CURB RADIUS) D . A V ` \ 10. HANDRAILS'; ARE NOT REOUIREO ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER 16.5' (25' CURB RADIUS) F,p \ D' mid t ELEMENTS PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED D '''111WITH BY THE EryGINEER. \ Y TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. CROSS SLOPE NOT TO EXCEED x 2X OR BE LESS THAN 17. ON ANY\ PORNION OF RAMP OR TRANSITION 91: W j ** 23' (10' CURB RADIUS) \ 3 21.5'(20` CURB RADIUS) TO STREET 16.5' (25' CURB RADIUS), in tn � CROSS SLOPE NOT TO EXCEED2Z D. 4 OR BE IZ ON ANY ..'D PORTION OFLESS RAMPTHAN OR TRANSITION TO STREET ISomeaic View 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE SW3-00 SW3-02 SW3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN t% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY PORTION Of RAMP OR TRANSITION 2% OR BE LESS THAN t/. ON ANY PORTION OF RAMP OR TRANSITION TO STREET / TO STREET / TO STREET / ryh J5 � ,th � ti y `Jy j� PROPERTY / PROPERTY / PROPERTY E LINE / DETECTABLE LINE DETECTABLE / WARNING / 01TRECTABLE G SURFACE 8' SIDEWALK - SURFACE y� _- -' '� SURFACE y y RAMP* + RAMP* c;%D 6' SIDEWALK 1:12�ii °°aD RAMP*MUM-;' 5' SIDEWALK 1:12S ?i 1:12 AX. SLOPE M 3. EXPANSION JT. f4 SMOOTH DOWEL BAR, 3' SMOOTHODOWEL BAR, EXPANSION JT.& -[7 1/2" DIA. X 16", WITH CAP Q t2" DC 1/2" DIA. X 16", WITH CAP CAP Q 12" O.C. BACK SMOOTH DOWEL BAR, OF CURB 1/2" DIA. X 16", WITH BACK (COATED W/HEAVY OF CURB 6' MIN. GREASE) BACK (COATED W/HEAVY OF CURB 6' MIN. GREASE) 6' MIN. CAP o 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 I SW3-05 0 FJIn WF o a UJ LANDING MIX %1 4;oc(s;g7. 7 4 0: c o:o:4;a;o;Do o?a. Z ;a:O:;a:O;oG:a;a:A:C:• ;oo;c: o•:es:�:o:4:c. DETECTABLE WARNING SURFACE 4" MAX. AND USUAL 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 6" min Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 C o 5'x 5' 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 9 u Landing 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL c dot) STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE Dov OF APPROAi H SIDEWALKS AS DIRECTED. vom CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. a' ° 2.0ETECTABLE WARNING SURFACES MUST BE SUP RESISTANT AND Detectable warning surface NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM Of CURB RAMPS SHALL BE A MINIMUM Of 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN (Domes to run porollel to TRAVEL WHEN ENTERING THE STREET. THE VEHICULAR 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE pedestrian travel) APPROXIMATE LOCATION FOR THE DETECABLE WARNING 4" Mox V WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT and Usual CL DEPTH IN TH E DIRECTION OF PEDESTRIAN TRAVEL, ANO EXTEND THE E S APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. i ( •:p;o:o;oo::a•:cic;o; PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. b c 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE Side Fiore EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC §68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE (Typical) 6" min Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 I IFace of (TYPICAL) ATE 4' RAMP WIDTH I (TYPICAL) Icurb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS SW2-02 GENERAL NOTES FOR C 5'x 5' 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION LANDING 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL c dot) STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROAi H SIDEWALKS AS DIRECTED. vom CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2• LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY 2.0ETECTABLE WARNING SURFACES MUST BE SUP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM Of CURB RAMPS SHALL BE A MINIMUM Of 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE PARALLEL TRAVEL PATH. TRAVEL WHEN ENTERING THE STREET. THE VEHICULAR 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING w0. V WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT �~ CL DEPTH IN TH E DIRECTION OF PEDESTRIAN TRAVEL, ANO EXTEND THE E S APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. i ( PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6, ADDITIONAL 'INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE IV I IFace of (TYPICAL) ATE 4' RAMP WIDTH I (TYPICAL) Icurb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS SW2-02 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROAi H SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2• LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY 2.0ETECTABLE WARNING SURFACES MUST BE SUP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM Of CURB RAMPS SHALL BE A MINIMUM Of 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE PARALLEL TRAVEL PATH. TRAVEL WHEN ENTERING THE STREET. THE VEHICULAR 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM Of 24" IN SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN TH E DIRECTION OF PEDESTRIAN TRAVEL, ANO EXTEND THE E S APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH THE CURB RAMP LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6, ADDITIONAL 'INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC §68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5-WIDE.1 MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7• ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE ',SHOWN ON THE PLANS. 10. HANDRAILS'; ARE NOT REOUIREO ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. III SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED '''111WITH BY THE EryGINEER. TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 12. PROVIDEII SMOOTH 13. FLARE SUPE SHALL NOT EXCEED t0% MEASURED ALONG CURB UNE. I I I 2%-T- 36 __T 000700 0 00 r 4" 00 r. DETWTABLL WARNING PA VER fV � 0 O z Londing 41 Detectoble warning Dover with truncated 4" Max dome surface "AS EXPAI and Usual RI SIDE ide flare (O Face of curb TRUNCATED DOMEPATTERN CURB RAMP DETECTABLE WARNING PAVER GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET '� RCTEWARNING PAVER WITH JOINT UNADDOMESRFC EO 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE app-=---------- ----- dW ', I`•ff �f f f f �iI1 `MIN. 4" No.3 REBAR AT 18"C AX,) ON -CENTER 80TH WAYS TO�ASPPLICAOBNLERSPECIFICATIONSONfORM SE, CTIONA A SW2-03 (n z O w Of CITY OF' BRYAN The Good Texas Style:" DRAWN BY: Cl.M. DATE 01-01-09 SCALE N T' S APPROVED W. P. K. FIGURE: SHEET 1 OF 1 BUILDING CODE DATA BUILDING CODE: 11-I� INtFNA110N& PULPING C012� (2012 N21110N) w/ AI20PtP AM�NPM%f5 ACCESSIBILITY CODE: tM5 ACC�551PVV 5fANPAp175 PLUMBING CODE: THS INtPNA110N& PLUMPING COPT ( 2012 FRION) w/ A170PtP AM%PM%f5 MECHANICAL CODE: THINtPNA110N& MECHANICAL COPF (2012 �0110N) w/ APOPtP AM�NPMFN5 ELECTRICAL CODE: THF NA11ONAL fI.�CVICAL COPS (2011 N21-nON) w/ APOFtP AM�NPMFN5 ENERGY CODE: THS INtPNAIONA. %FP,6Y CON51�I;VA110N C012� (2012 �171110N) w/ VOPtP AM�NPM�Nf5 FIRE PREVENTION CODE: V� INVNA110NAL Flk; pp�V�N110N COn� (2012 �1711101N) w/ AnOPt[2 AM�NPMFW5 O TYPE OF CONSTRUCTION: lwV P OCCUPANCY CLASSIFICATION: PU151N�55 GpOUP "P" -T � Q 511"F, PLAN 6�N� P,& N01 -F,5, 1, ALL POOF AND GPOUNP•-MOUNTFZ MECHANICAL EQUIPMENT SHALL BE 5CPEENE2 FPOM VIEW OF I501-ATF2 50 A5 NOT TO BE VISIBLE FPOM ANY PUBLIC 061T--OF-WAY OP PE512ENTIAL PI5TPICT WITHIN 150' OF TNF SUBJECT LOT MEA5UPE2 FPOM A POINT FIVE FEET ABOVE 6P11\2E, SUCH 5CPEENIN6 SHALL BE COOP2INATEP WITH THE BUILDING ARCHITECTUPE AN2 SCALE TO MAINTAIN A UNIFIE2 APPEAP.ANCE 2. EXTFPIOP B1,1I1-21N6 ANP SITE 1-I61-ITIN6 WILL MEET TNF 5TANZAP25 OF SECTION x,10 OF THE UNIFIE2 ZEVELOPMENT OP2INANCE THE LIGHT L NOT PPOJECT BELOW AN OPA QU� HOUSING ANP NO SOUPCE SHAD FIXTUPE 5HALL DIPECTLY PPOJECT LIGHT HOPIZONTALLY, FIXTUPE5 WILL BE MOUNTFZ IN SUCH A MANNED THAT TNF PPOJECTEZ CONE OF LIGHT 120E5 NOT Cp055 ANY PPOPEPTY LINE, 3. 100% COVFI A OF CROUN2COVEP, ZECOPATIVE PAVING, 2ECOPATIVE POCK (NOT 1-005E) , 01: A PEPENNIAL GLASS I5 PEQUIPEZ IN PAPKIN6 LOT I5LANP5, 5WALE5 ANP PPAINA61� AREA5, THF PARKING LOT SETBACK, RIGHTS-OF-WAY, ANP A2JACENT PPOPEPTY 1:2I5TUPBE2 PUKING CONSTRUCTION, 41 ALL TPEE PPOTECVON 13APZACA2F5 TO BE I1\15TALLE12 BEFOPE THE FIP5T ZEVELOPMENT PEPMIT IS ISSUED, U 5, ALL BACKFLOW 12EVICE5 MU5T BE INSTALLED AN2 TE5TE2 UPON INSTALLATION A5 PEP CITY OQANANCE 2394. 6. THF 13UILPIN6 MATEPIAL TYPE 15 CON5IDEPE2 "V13", BA5E2 ON THI5 MATEPIAL TYPE ANP 5QUAPE FOOTAGE THF PEQUIPEZ FIFE FLOW 151-75O GPM, WHICH CAN BE PPOVIZEZ FROM THF 3 ADJACENT FIFE HYPRANTS, -7, THI5 VACT IS IN THF 5PPIN6 CPEEK SANITARY 51 VMD, IMPACT FFE APEA ANP 15 ONLY PEQUIPED TO PAY THF IMPACT FEE IF THF SANITARY SEWED TAP SIZE 15 CHAN6E2 B. ZEVELOPEP PPOV12E5 TEMPOPAPY 131-ANKET EASEMENT FOR CON5TPUC-nON PUPPO5E5 ANP PPOVIZE5 12E5CPIPVVE EASEMENTS FOR ELECTPIC INFPA5TPUCTUPE A5 ZE516NE2 BY C5U FOP ELECTRIC 1-I1\1E5 C WHEPE APPLICABLE, INCLU2IN6 5VPE -r LIGHTS) 9. ZEVELOPEP MAY BE PE51`01\151BLE FOR LOCATING EASEMENTS ON SITE TO IN51-lPE THAT ELECTRICAL INFA5TPUCTUPE 15 IN5TAL1-E2 WITHIN EASEMENT BOL1NZApIE5 10, PFVELOPEP INSTALLS CONDUIT PEP C51-1 SPECS ANP DESIGN, 11, CSU WILL PPOVZE DRAWINGS FOP ELECTPICAL INSTALLATION, 12, 2EVELOPEP WILL INTEPCEPT FXI5TING CONDUIT AT DESIGNATED TP.AN5FOPMEP5 OP OTHER EXISTING DEVICES AN2 EXTENZ AS PEQUIPE2, 15. IF CONDUIT FOES NOT E45T AT 12E516NATE2 TRAN5FOPMEP OR OTHER EXISTING DEVICES, DEVELOPER WILL FUPNI5H ANP INSTALL CONDUIT AS SHOWN ON C5U ELECTPICAL LAYOUT. I�, DEVELOPER POUFS ELECTRIC ZEVICE PADS OR FOOTINGS < 1.E, TRANSFORMERS, PULL B0XE5, FTC) PFR C5U SPECS ANP 2E516N, NOTE 8' MAX, VA21AAF-: ( 5F-F-�XI5TIN6 511 pt -AN) 1� NIGH - 5T12rNGTH, POL-Y PA2121CAPr FA13PIC ( TYPICA-) FRONT VIEW 1,F,GF,Np: -0- UTI -ITY p0l-r — 3 GUY Wlpr ANCHOR AFI21A- LINF-5 —AE—AE—AE—AE— WOOn FENCr- CYCl-ONr- rt�-NCr TI2�� PI?0TF-C1-I0N 13APACAPF TB TPB pPOJr�CT PHA5� INF - 0 r-XI5TING FIp�- HYt2PAN-r 0 F-X15TIN6 WA1F-I2 Mr�1F-I2 O 1 45TIN6 CL -F -AN -OUT CIO, Nr --w CONCf2�T� NF -W 5012 AZ A WA1r--12 COUISF- PIPE -C1 -ION m* TF,AFFIC FLOW nII2F-C-nON �L 511��L- F051- - WOVrN WIPF� FALWIC MAN HOL. 3600 TEXAS PARTNERSHIP L.P. Q �X1511NG ZONED, C—S, COMMERCIAL In I MIZON J0, n AE AE AE AE -AE -AE -AE AE-,AE-AE-AE--(E)S p Q) ] ------ ----10-5;5,--------- H ' - �XI511NG - FO -S ------------ i I 6 0 H", 7-0" 121A, I�'�,5---------- 1 5-5, �----------- -� wr l WOOn na ►-' Q I S 1 W �XI5-n G U O L TYR 61-0111 if, WOOn ��N�� TPB.. I' r-- --.-----=------- ___ w �I ----- �XI511NG-------- ----.--------- 20' 5�13ACK Q - - - ------------------- �I vjl ( 3-O N�(, --t I I �--------- 6M/ CYCI M �Q �Q �1 I �_ ��Nc� . m I I TPB... I F- Q 1 FX1511N �XI511%4 �. I CI �X%NG �XI5mG �aC1121C -v vih, Wst; (Tu rye Q I I rn��-LoA11 n) 1 ••I ......... TP.13........F- Iw.............. .. O Iw I �I I \\ \ _ Si, ( I LM 0r (w - 10 I I CONam I Q I I CUM9M) 9M) Q I - i _I cn i II ,w NI I I 151 mp 1"0 P� i I i I krlMo\09 Z I ' w I �X1511NG I I � X FXI511NG 516N Q 1 FI ACFOL,� I I l ' I I I I I I ' i I I Q I, I �-- -------------- I 25' I i I i I i I I o ! Q I 78* vj NI I I i W i I I- I I o I IQ i I i '-2„ „ IQ I I I I I i 1 w z, �i �I w M �XI511NG SITS, N01'E5, & nM11.5 �XISING \ 1 \ 13UI�f�ING 13/ CS STANnApn SInMU nMll.S x,619 50,rT, 5 7 100 F.F. 00 r-+ i O � Q � n Q oc 0 ct � � O U � � M o M � � ISO 0o O w O W Ei OU [ � NEWA FA w 1� NIGH - 5T12rNGTH, POL-Y PA2121CAPr FA13PIC ( TYPICA-) FRONT VIEW 1,F,GF,Np: -0- UTI -ITY p0l-r — 3 GUY Wlpr ANCHOR AFI21A- LINF-5 —AE—AE—AE—AE— WOOn FENCr- CYCl-ONr- rt�-NCr TI2�� PI?0TF-C1-I0N 13APACAPF TB TPB pPOJr�CT PHA5� INF - 0 r-XI5TING FIp�- HYt2PAN-r 0 F-X15TIN6 WA1F-I2 Mr�1F-I2 O 1 45TIN6 CL -F -AN -OUT CIO, Nr --w CONCf2�T� NF -W 5012 AZ A WA1r--12 COUISF- PIPE -C1 -ION m* TF,AFFIC FLOW nII2F-C-nON �L 511��L- F051- - WOVrN WIPF� FALWIC MAN HOL. 3600 TEXAS PARTNERSHIP L.P. Q �X1511NG ZONED, C—S, COMMERCIAL In I MIZON J0, n AE AE AE AE -AE -AE -AE AE-,AE-AE-AE--(E)S p Q) ] ------ ----10-5;5,--------- H ' - �XI511NG - FO -S ------------ i I 6 0 H", 7-0" 121A, I�'�,5---------- 1 5-5, �----------- -� wr l WOOn na ►-' Q I S 1 W �XI5-n G U O L TYR 61-0111 if, WOOn ��N�� TPB.. I' r-- --.-----=------- ___ w �I ----- �XI511NG-------- ----.--------- 20' 5�13ACK Q - - - ------------------- �I vjl ( 3-O N�(, --t I I �--------- 6M/ CYCI M �Q �Q �1 I �_ ��Nc� . m I I TPB... I F- Q 1 FX1511N �XI511%4 �. I CI �X%NG �XI5mG �aC1121C -v vih, Wst; (Tu rye Q I I rn��-LoA11 n) 1 ••I ......... TP.13........F- Iw.............. .. O Iw I �I I \\ \ _ Si, ( I LM 0r (w - 10 I I CONam I Q I I CUM9M) 9M) Q I - i _I cn i II ,w NI I I 151 mp 1"0 P� i I i I krlMo\09 Z I ' w I �X1511NG I I � X FXI511NG 516N Q 1 FI ACFOL,� I I l ' I I I I I I ' i I I Q I, I �-- -------------- I 25' I i I i I i I I o ! Q I 78* vj NI I I i W i I I- I I o I IQ i I i '-2„ „ IQ I I I I I i 1 w z, �i �I w 7 M �XI511NG SITS, N01'E5, & nM11.5 �XISING \ 12AY-CSF \ 13UI�f�ING 13/ CS STANnApn SInMU nMll.S x,619 50,rT, 5 7 100 F.F. 7 U z \j I X 7 W IIS I n 0 U 0 0 I I— u' �w \ _ U M 1 (f) L,J 16� iz I� I<0 Q N � I �451%A GA5 mmr\ I I>� I I i Oc,O, i --,------------------ _ 1 *A N Gl9 2014-71 1 F- 15-7,5' - 71'-11" 5 A R, A PP-,,IV I, 50' How INS 0r ONC X11; Ut WW) - _�__ tl 500THWOOP �V1- L,F,Y L O-rI - 4A & [�T-OCK - 181 5E VON -- --13 - Li(Q I ------------------------ I I I Iw Q �I I - Of2ANGF, UV 12�515TANT, EXISTING SITE PLAN NIGH - TI%N51L-t�- 5TI;F-N6TH, POLY 13A1?I?ICA I� FAPPZIC < TYPICA-) z_ til l-- GSE SIDE VIEW �miu SHEET INDEX M �XI511NG SITS, N01'E5, & nM11.5 5-2 ppOpOS�n 51t, NOBS, & nMll.S 0 13/ CS 51"ANI7Apb 511Z��1" bMll.S 5W 13/ CS STANnApn SInMU nMll.S � Q 00 r-+ i O � Q � n Q oc 0 ct � � O U � � M o M � � w U z \j I X 7 W IIS I n 0 U 0 0 I I— u' �w \ _ U M 1 (f) L,J 16� iz I� I<0 Q N � I �451%A GA5 mmr\ I I>� I I i Oc,O, i --,------------------ _ 1 *A N Gl9 2014-71 1 F- 15-7,5' - 71'-11" 5 A R, A PP-,,IV I, 50' How INS 0r ONC X11; Ut WW) - _�__ tl 500THWOOP �V1- L,F,Y L O-rI - 4A & [�T-OCK - 181 5E VON -- --13 - Li(Q I ------------------------ I I I Iw Q �I I - Of2ANGF, UV 12�515TANT, EXISTING SITE PLAN NIGH - TI%N51L-t�- 5TI;F-N6TH, POLY 13A1?I?ICA I� FAPPZIC < TYPICA-) z_ til l-- GSE SIDE VIEW �miu SHEET INDEX 5-I �XI511NG SITS, N01'E5, & nM11.5 5-2 ppOpOS�n 51t, NOBS, & nMll.S 5T 13/ CS 51"ANI7Apb 511Z��1" bMll.S 5W 13/ CS STANnApn SInMU nMll.S N.T.S. dN' m w W � � Q 00 r-+ i � Q � n Q 0 � � O U � M M M � � w 0o O w O W Ei OU [ � w W � � Q O E'! � Q � � � O U � M M M O O O BUILDING CODE: ACCESSIBILITY CODE: PLUMBING CODE: MECHANICAL CODE: BUILDING CEDE DATA V1 INSPNA110NA1.13LIII,171NG COPS (2012 �V ION) w/ APOPltP AM�NPM�NT5 SXA5 ACC�551PILIfY 5fANnA?n5 THS INVUlONAL P I UMPhb C012� (2012 �nITION) w/ APOPtP AM�NPM�W5 T HINtFNA110NAL WCNA II'CAL COn� (2012 �121110N) w/ APOPtP AM�NPM�N5 ELECTRICAL CODE: TH� NATIONAL �L�CVICAL COn� (2011 �121110N) w/ APOPlV2 AM�NPM�N5 ENERGY CODE: 11d� 1NtkNA110NAL �N�P,0 CON51�1?&A ION C019� (2012 �121110N) w/ APOPtP AM�NPWW5 FIRE PREVENTION CODE: TNS INVNA110NA, FINN PP WW N110N COn� (2012 PITON) w/ APOPtP AM�NPMNT5 13/ C5 51"ANnAP.n SInMALK nM1L5 TYPE OF CONSTRUCTION: fypt V P OCCUPANCY CLASSIFICATION: %151N�55 CKOLIP "D" i N I 511'F, PLAN 6�N�M NOTF,5, 1 &L POOr ANP 6POLPNP-MOUNTFD MECHANICAL �QUIPM�NT 5HALL P3 5CP��N�P FPOM VIEW OP 1501-Al2 50 A5 NOT TO 13� V151131-1� FPOM ANY PUBLIC FIGHT -OF -WAY Op P15VICT WITHIN 150' OF T H- 50J�CT LOT, M�A%PI�D FPOM A POINT FIVE F��T A30V� GPAP� 5UCH 5CP��NIN6 5HA1- 131� COOPDINAP WITH T- PUILPING APCHITF-CTUP� ANP 5CAL� TO MAINTAIN A UNIFIED APP�AP.ANC�, 2, �YT�PIOP 131JILPIN6 ANP 511 LIGHTING WILL M��T TH- 5TANPAP125 OF 5�CTION 7.10 OF TTI LPNIFI�D D�V�LOPM�NT OPPINANa, TH- LIGHT' 50UP,a 5HALL NOT PPOJ�CT P3 LOW AN OPAQUE HOU5IN6 ANL? NO FIXT UPP 5HALL DIP�CTtiY-PPOJ�CT LIGHT HOPIZONTALLY, FIXTUP1�5 WILL 131� MOUNTF-D IN 5UCH A MANN�P THAT T H- PPOJ�CTr--D CONS OF LIGHT 120�5 NOT CP055 ANY PPOnPTY 1-IN�, 3. 100/ COV�PA61� OF GPOUNPCOV�P, D�COPATIV� LAVING, 12�COI?AT1V� MOCK < NOT 1-0050 , OP A nkP NNIAL GPA55 15 Pl�QURP 12 IN PAPKING LOT 15LANP5, 5WA1�5 ANP 121ZAINA61� AP,�A5, THS PAPKING 1-01" 51�TDACK, PI6HT5-OF-WAY, ANP ADJACENT PPOP�PTY 12I5TUPI3�12 PUPING CON511:UC110N, 4, ALL T P,�� PPOT�-CTION 13APZACA12�5 TO C3 IN5TAL1-1�12 13ffOPl� THS FIP5T D�V�LOPM�NT Ll�PMIT 15 155U�D, U 5, AL1- 13ACKFLOW 12�VIC�5 MI -15T 13� IN5TAL1-1�12 ACIP Tr5T�D UPON IN5TALLA110N A5 PSP CITY OP,2NANa 2394, 6 THS 131-111-PIN6 MATrPIAL T Yn 15 CON5IP�P1�12 "V[3'', 13A51�P ON T H15 MAIrF-PIAL TYPE ANP 5QUAP� FOOTAGE (3,808scjA.) , THS P�QUIP�D FIP� FLOW 151750 GPM, WHICH CAN 13� PPOVID1�12 FPOM THS 3 A2JAC�NT" FIP� HYPPANT5, 7. TH15 TPACT 15 IN T H1 5PPIN6 CPl��K 5ANITAPY 51 Mk IMPACT F�� APIA ANP 15 ONLY Pl�QUIP1�12 TO PAY THS IMPACT F�� IF T H- 5ANITAPY 51 Mk TAP 51Z� 15 CHANGED, 8, D�V�LOnP PPOVID1�5 T�,MPOPAPY 131-ANK�T �A51�M�NT FOP CON5T kUCTION PUPPO51�5 ANP PPOVVD 5 12�5CPIPVV� �A51�M�NT5 FOP �L�CTPZIC INFPA5T1ZUCT UFZ� A5 P�51GN�P 13Y C5U FOP �1-�CVIC LIN�5 C WH�k� APPLICA31-�, INCLUPING 5TP��T LIGHT5) , 9. MAY 13� Pl�5PON51131-1� FOP LOCATING I A51�M�NT5 ON 51Tr TO IN%kP THAT' �L�CVICAL INFPA5T1ZUCTUPZ� 15 IN5TAL1-1�12 WITHIN �A51�M�NT 130UNPAp11�5, 10, P�V�LOP�P IN5TALL5 CONDUIT PSP C51-1 5nC5 ANP D1�516N, 11, C5U WILL PPOVM PPAWIN65 FOP �1-�CT1ZICAL IN5TALLATION, 12. WILL INTr-,PC�PT �XI5TIN61 CONDUIT AT D�5IGNATF-D TPAN5FOPM�P5 OP OTH- k �X15TIN6D�VIa5 ANP �YT�NP A5 Pl�QUIP1�12, 13, IF CONDUIT 120�5 NOT �45T AT D�5IGNATrr--D VAN51'OPM�P OP OT H- k �45T*IN6 12�VIC�5, P�V�I-Onk WILL FUPN15H ANP INSTALL CONDUIT A5 5HOWN ON CSU �1-�CVICAL LAYOUT, 14, DFV�1-0L�P POUP5 D�VICF PAP5 OP FOOTIN65 (1.�, T12AN5FOPM�P5, PULL 130X 5, STC) LSP C51J 5P�C5 AND 12�516N, [,r,Gr,Np: -0- `U1 ILIrY pOL� \ GUY Wlpr� ANCHOPP A1;P21AL F-L�CTMC LINF-5 -AE-AE-AE-AE- WOOp r-F-NCr CYCLONF- rr-NCE� 11?F-F- MOTF-C1-ION 13APACA F- TPB T.P.B. PPPOJr�C1- PHA5F- LINF- t� r-XI511NG HY12f?AN1' F-X151-IN6 WArF-�P MF -1 -F -PP o r�XI51-IN6 CLF -AN -OUT C.o. NF -W CONCP2[�rr_ J V NSW 50P APF -A WArrP COUP51� n1P t�CVON 11��FIC FLOW L21PF�C1-ION c* MAN HOLD NOTES1051 5' MAX. VAP:IA31-1�- (5F -F- F�X15rIN6 5111; PLAN) .I I (III NIGH - rr�:N51L,[� 5TPF-N6rH, I III1 p01 -Y PARICA r� r-A31:IC ( 1WICA,) I I I I IIII IIII =��-��'! FRONT VIEW TREE PROTECTION BARRICAl 51,F -r51- F05r _ WOVF-N WKt2 FAI3t?IC OI'ANGl�, UV FE�515rANr, o flNIGH - 11;N51�� 511'.�NGTN, FOL -Y 6A PZICAnE: FA13PIC (rYp ICA, ) N ZZ_ C �- G anF- SIDE VIEW N.T.S. 103 X4511% 516N Q NM6 4m VRIZON J,[3, _ -40U5b, - �X%NG '�Q•' �XI511N6 1 I 6-0" HT, NI 1. WOOF ma 2T-0 PIA. IQ i 3600 TEXAS PARTNERSHIP L.P. ZONED, C -S, COMMERCIAL c---C)--AE-AE-AE AE -AE -AE AE AE AE AE AE-CeS M `49 0 2 14-71 F _ - cn o o03 0 ti 1 Q U S �XI5111�1G U 6'-011 IX O nrP. WOOF F�N,'� TPB.. W - - - - Q 20 ----.------------ ' SF-�3ACK -0111 Hf. GAT�9 CYCLONF 1 T P B m : W 11. I I m • • I �X1511NG �XI511NG ( ' �,' -0" PIA, p� �XI511NG T-6" PIA, 2'-0" PIA, M�TEk C TO �� w I , fpEE �-LIQCAtP) \ I I ........ .............................. TPB F M �4511N6 51t, N0t5, & 12M11.5 5-2 ppOp05�17 511, NOTES, & 12M11.5 00 0O SW 13/ C5 51"ANnAP.n SInMALK nM1L5 M i N I oho U E-{ v i ILI 0 0 I In" I N.". �i U O ui I I'vRi O � mErAm-M Ali INN mooll ti. I Nm NOWA VA 5) O i 02 VICINITY MAP 01 _ .I I (III NIGH - rr�:N51L,[� 5TPF-N6rH, I III1 p01 -Y PARICA r� r-A31:IC ( 1WICA,) I I I I IIII IIII =��-��'! FRONT VIEW TREE PROTECTION BARRICAl 51,F -r51- F05r _ WOVF-N WKt2 FAI3t?IC OI'ANGl�, UV FE�515rANr, o flNIGH - 11;N51�� 511'.�NGTN, FOL -Y 6A PZICAnE: FA13PIC (rYp ICA, ) N ZZ_ C �- G anF- SIDE VIEW N.T.S. 103 X4511% 516N Q NM6 4m VRIZON J,[3, _ -40U5b, - �X%NG '�Q•' �XI511N6 1 I 6-0" HT, NI 1. WOOF ma 2T-0 PIA. IQ i 3600 TEXAS PARTNERSHIP L.P. ZONED, C -S, COMMERCIAL c---C)--AE-AE-AE AE -AE -AE AE AE AE AE AE-CeS M `49 0 2 14-71 F _ - cn o o03 0 ti 1 Q U S �XI5111�1G U 6'-011 IX O nrP. WOOF F�N,'� TPB.. W - - - - Q 20 ----.------------ ' SF-�3ACK -0111 Hf. GAT�9 CYCLONF 1 T P B m : W 11. I I m • • I �X1511NG �XI511NG ( ' �,' -0" PIA, p� �XI511NG T-6" PIA, 2'-0" PIA, M�TEk C TO �� w I , fpEE �-LIQCAtP) \ I I ........ .............................. TPB F i.................. o AT> I Z - Ilv I \ � \I Iu^W H LINA OF \ 1 _ I - I In CONCPZ�1� `I (� 0 CIX( (PMO) \ \ I (\O 0 I (/) N \ �X151"ING i M I ry d: J 0 O cf) w Q z i I 15LANP rO P� 100 F, r-, I v I t ry NN A/ C I<d- 00 �X►511NG I I X > �451%i 6A5 I ( l� '� 4 FLAGpOL� II � ------ Oc.o, --1------------------1 o M �4511N6 51t, N0t5, & 12M11.5 5-2 ppOp05�17 511, NOTES, & 12M11.5 00 0O SW 13/ C5 51"ANnAP.n SInMALK nM1L5 M i N I oho U E-{ v i I I C �i U O ui I I'vRi i.................. o AT> I Z - Ilv I \ � \I Iu^W H LINA OF \ 1 _ I - I In CONCPZ�1� `I (� 0 CIX( (PMO) \ \ I (\O 0 I (/) N \ �X151"ING i M I ry d: J 0 O cf) w Q z i I 15LANP rO P� 100 F, r-, I v I t ry NN A/ C I<d- 00 �X►511NG I I X > �451%i 6A5 I ( l� '� 4 FLAGpOL� II � ------ Oc.o, --1------------------1 o i �4511N6 51t, N0t5, & 12M11.5 5-2 ppOp05�17 511, NOTES, & 12M11.5 00 0O SW 13/ C5 51"ANnAP.n SInMALK nM1L5 i N I N v i I I �i U O i I I'vRi O � -9 20' 471 1 F I dam' 00 500 7,5' I UNC 0r Z CONCP\ T [-� Q ` cff ( P MO) , I' --- - - ---- O Z 'I 36'-2" 31'-10" I 1'-11" 18'-0" 29'-0" ol O W i 5/�P-,,A � � iQ ► I I�IVF Q� I 50 u-rH WO O p >-II 50' P.O.W. J w i i VALL,[�Y W v:l L-0 - 4A & 413 o W W �b: I I ! �3�OCK 1813 p ----------� U M 'M M .---i .--1 -.4 - ------------------------------- -- -- -- - M � - ------------ ----------- i Q I ---------------------------------------- - ------------------------------------------- ----- O !Q I I SHEET INDEX 5-I �4511N6 51t, N0t5, & 12M11.5 5-2 ppOp05�17 511, NOTES, & 12M11.5 51" 3/ CS 51"ANnAP.b 511:��1" 12M1L5 SW 13/ C5 51"ANnAP.n SInMALK nM1L5 N.T.S. O o 0 SCALE: I" =1 0' 104 O I'vRi Ali ti. 5) O 02 VICINITY MAP 01 _ �! �0-7 �AN125CAPIN6 ��6�NP 5YMI30L P�5Cf21pTION cv F-�xlstlnci trees are intenclecl to reduce the Lanciscapincl j roc1.0 irements clue to the owner' 5 creat care and the substantial — — — — ��_ size of them, See 04/ 5-1 for barricade, size, and locations, NOTES: ' ALL pLANTINGs App CONsIP�t?�P X�pl-SCAp� p�E? 11-I� CITY O� COLL�G� 51"A1"ION ApppOV�P pLAN1" L151", 2. ALL PLAN11N65 App LOW WATT U5A6�/ 1?POlJ6H1' TOL�PAN1' ANP NA1V� TO TF-XA5, 3, Tld- �X1511NG H051� F��P R&ICA ION 151'O p�MAIN, 4, ALL TP,�� ppOT�CTION 13APJCAP�' 5 TO 131� IN5-r&LL P PQOP, -rO THS 155UANC� OF FI1?51" 121�V�LOPM -r PMMl1", LANDSCAPING NOTES N.T.S. 1 09 VAF, KINCA A15LE-� 5FACI-� HANDICAP VAN OF, CAP HDC -.P. SPACE DET. u -AP 16 P051' E: 1/4" _ Clain L ink F once , Fosts e mbeddod into stones base, 5tono cap C"Tu .q 5TONr < WALL MANS,: 130PAL 13PICK5 5F-LF-CTION: TI;JA5 TAN PHONF-: (9-79) 690-5330 Powols WeophOl0s � � Stirrups � 4 r�bar -0111 081 1,F,GFNt2, -0- UrIL-ITY poL-� GUY WIPP- ANCHOR AF-f?IAL FL[�CTpIC LIN,5 —AE—AE—AE—AE— WOOP rr--NCl� CYCLONE F:F-NCr- Tr:�� MOTF-CTION 13AP,ACPVr5 TPB TPB PI20J�CT A5 PHt� L -M- t �XI51-IN6 FIPF- HY2PAN-r 0 F-XI5TIN6 WATrp MF -1 -F -P o E�XI5TIN6 CLrAN-OUT C,O, NEW CONCpr�T _ 4 NSW 50n APF -A WAT15-:I: COUf,5F- [21PFCTI0N m* TP.A��IC ft -OW bIpE�CTION MAN NOLO X4511% SIGN ' ^ Q v I 3600 TEXAS PARTNERSHIP L.P. o ZONED, C -S, COMMERCIAL H AE AE AE AE AE AE —AE AE—AE—AE—AE-A x 14-71 1 F -- -------------i — — — — 15 -- _-- — Q a P�p-------1 L�----- Q '- ---------I--- ,------------- ItI I �I �XI5TING �L�C11?IC v` I — — — 201 5F-T3ACK cv �I j �i — — — — ��_ — — — — — p��OCAt[9) Q — -----. ' 04 ---- --- -- — --- ----.. — — — — — — — — .--------------------- Y 1 Cr) I ' W X11A4 i ,-----------------------� I —r — — — — — — — — — — — --mil j - -- — — — — — — — I S-2 : O O I 1 : '-------------,.. 1 NSW 5TON� POLY, :� - _ - - - _ - _ - _ - _ _ - _ H l TYR i ' i I I 6A5� & CYCLONE fop ffNc� o I _ _ _ _ _ - _ W_ _ I ' 1 H DAMP POP -'I ON COL -OF, ANISAVS 1'O 13� CON112A51'1 NG 1 / 411 PF -F -P 6P,OOVF-5 2"APAP1', 51nF-WALK5 - TO HAVF #3 A1' 16" O,C, F -A, AY, PAPKIN6 - 1'O HAVF- #4 A1" 18'' 0,C, [�A, WAY. i I SN �V C) . I NSW 6 CONC, 6A5� w/ 9 L---------- i ( CYCLONF F�NC� APOV�, ►'�'+ a I oF H 0 PHA5�-�IN� _ _ _ _ - - \ - _ _ I - 1111 i - --------- T� -------- �;\ �IGA W- ,n l 2 2 I 2- -41-61f'IQ I I T11'I _ I� _ I I N 2 i I s-2 ►_ I Nil + I I 0 TYR �'I'► T1s 41-611 _ II �HPCp, 516N PAY -CA F- 05/5-2 I Bull-I?ING , I,1 I Q I ° ° ?5, 69 �" I� SQ,�, o 02 I i 12� z 100 F,F, u I S I C 2) �W �k/ C II I 1 I I I N POLL 0�� I I �XI511NG _� `� TP\A5 CAN5, ; ,1 �LAGpOL�) I I� I U1 III I I I 1 l,, I� I , ,Q r WWWWWWWWWW 5F -T SACK I• I, ------- _ W W W W -- W W . --- — < W 1 W . 40 rn , W d I - _— ,------,------ on Ir25 _ TYP. - 1 i ( a p ACK ;II 8 I I °z I 1 zoN� 1 I WWW ( W `01 1 a LINA OF zj I i i I a LINA or `WWW ' W :1 i I I ►� a S-2 a OV�f� IANC C TYY1'J New 1 I OV�I� % W W W W,. W W.I� W. o I ONS -WAY _'� W TwFIC ONLY I 1 I r0P� 1 I \� hod W W �,2 W �T M1 Lj —► cv ' — U [�-XFAN510N JOINT 1/ 4" ' 04 U I^ C/-) Y 1 Cr) I ' W ^ C� ' X 7 Q N 1-OOL F-bGF-5, FILL JOINT 16" O,C, V\/PAP ONr F-NI2 W/ 1 ry O O WITH CAULKING, I POLY, i 1 Lj —► cv ' — U [�-XFAN510N JOINT 1/ 4" ' I I TYPICAL I^ C/-) Y 1 Cr) I ' W ' X 7 Q N 1-OOL F-bGF-5, FILL JOINT 16" O,C, V\/PAP ONr F-NI2 W/ o D U o O W I U TYP. it N�WCOLUMNFOt; I I COCrI F, Q Il IN 14-71 I I s 2 p0m-COCNE1 1�jz 49 20 � I 3.. a CT11',) 1 i- I I ..� W a I 203 W I_ I o 4-11- ( nP. ' 48'- " L� I I 2 '_ -_6- W ST W -7. E2 1'12 Q SL�Op� I 5L -01-F- I Q 1;12W W W W W NSW COLUMN FOP < W W W W b ZI a W I 1;12 _ FOI:T�-COCVp `icy W 4 5LOPEC T11',) J I ;12 SLOPS I O IW oo ► W .WWWWWWW.W WW.WWWWWWW�W.W.WWWWWWW.WWWWWW W W W W � ' Q W W W W. W W r W SW ' I TYP. 34'_ l.. I 66'-61" — — — – IW I 1 ONLY I Q w V1 ------------� --- ai P i i SAI?/ 1�hI V�01ji 1-1WOOf� 5 � i 501 rON►-a VP LFY o I I Q raj M m M i Q 1 i fi3�OQK - I a o r M C----------� 0 0 o j W , I I. I PROPOSEDSITE PLAN SCALE. 1" 10'106 ii I I T=IN �- 11 Firiiswiool Floor I I ---- 4 1° I 11 4 1. a a, u v co Q. n O N 4- 4-4 CONTI NUOU5 #3 POW? -L5 Al- 4811 � J O.C. - N.r.s. 105 I FENCE DETAIL N.T.S. 1041 CUR 2'' COMPACTr-�b 5ANn ON COMPACTF-P 5U13 6 PAt2F- # 4 Al- 18" 0, C , SACH WAY �mva�� i M - Vol GAL VAN IZF.n MF-1'AL KF-YWAY JOIN -r5 A- APPPDX, 15' O,C, _#4 AT181f O,C, F-ACH WAY -------- -- =1 I I=1 I I-1 11=F1 -1 �E'T 11= 111=11F-='--''Fl1= 2 COMPACTF-P 5ANP ON COMPACTF-V 5UP 6PAnF- 02 3/ �" P�bWOOn [�-XFAN510N JOINT 1/ 4" ' TYPICAL I^ C/-) Y 13r -LOW 1'OP OF WALK - 4*3 POWF-L5 1'-611 LONG AT Z Q 1-OOL F-bGF-5, FILL JOINT 16" O,C, V\/PAP ONr F-NI2 W/ 1 ry 0 WITH CAULKING, I POLY, i 1 H � -------------_-_ ___0- i 4 I I 2'' COMPACTF J 5ANP , H DAMP POP -'I ON COL -OF, ANISAVS 1'O 13� CON112A51'1 NG 1 / 411 PF -F -P 6P,OOVF-5 2"APAP1', 51nF-WALK5 - TO HAVF #3 A1' 16" O,C, F -A, AY, PAPKIN6 - 1'O HAVF- #4 A1" 18'' 0,C, [�A, WAY. C) o0 9 L---------- w W ►'�'+ a H 0 TYP. it N�WCOLUMNFOt; I I COCrI F, Q Il IN 14-71 I I s 2 p0m-COCNE1 1�jz 49 20 � I 3.. a CT11',) 1 i- I I ..� W a I 203 W I_ I o 4-11- ( nP. ' 48'- " L� I I 2 '_ -_6- W ST W -7. E2 1'12 Q SL�Op� I 5L -01-F- I Q 1;12W W W W W NSW COLUMN FOP < W W W W b ZI a W I 1;12 _ FOI:T�-COCVp `icy W 4 5LOPEC T11',) J I ;12 SLOPS I O IW oo ► W .WWWWWWW.W WW.WWWWWWW�W.W.WWWWWWW.WWWWWW W W W W � ' Q W W W W. W W r W SW ' I TYP. 34'_ l.. I 66'-61" — — — – IW I 1 ONLY I Q w V1 ------------� --- ai P i i SAI?/ 1�hI V�01ji 1-1WOOf� 5 � i 501 rON►-a VP LFY o I I Q raj M m M i Q 1 i fi3�OQK - I a o r M C----------� 0 0 o j W , I I. I PROPOSEDSITE PLAN SCALE. 1" 10'106 ii I I T=IN �- 11 Firiiswiool Floor I I ---- 4 1° I 11 4 1. a a, u v co Q. n O N 4- 4-4 CONTI NUOU5 #3 POW? -L5 Al- 4811 � J O.C. - N.r.s. 105 I FENCE DETAIL N.T.S. 1041 CUR 2'' COMPACTr-�b 5ANn ON COMPACTF-P 5U13 6 PAt2F- # 4 Al- 18" 0, C , SACH WAY �mva�� i M - Vol GAL VAN IZF.n MF-1'AL KF-YWAY JOIN -r5 A- APPPDX, 15' O,C, _#4 AT181f O,C, F-ACH WAY -------- -- =1 I I=1 I I-1 11=F1 -1 �E'T 11= 111=11F-='--''Fl1= 2 COMPACTF-P 5ANP ON COMPACTF-V 5UP 6PAnF- 02 Lei 3/ �" P�bWOOn [�-XFAN510N JOINT 1/ 4" ' TYPICAL Y 13r -LOW 1'OP OF WALK - 4*3 POWF-L5 1'-611 LONG AT Z Q 1-OOL F-bGF-5, FILL JOINT 16" O,C, V\/PAP ONr F-NI2 W/ Y w WITH CAULKING, POLY, -------------_-_ ___0- 2'' COMPACTF J 5ANP , DAMP POP -'I ON COL -OF, ANISAVS 1'O 13� CON112A51'1 NG 1 / 411 PF -F -P 6P,OOVF-5 2"APAP1', 51nF-WALK5 - TO HAVF #3 A1' 16" O,C, F -A, AY, PAPKIN6 - 1'O HAVF- #4 A1" 18'' 0,C, [�A, WAY. Lei ILI BUILDING CGDE DATA BUILDING CODE: THS INT�FNA10N& 13uII.bINCi C012� ( 2012 �121110N) w/ T01'1W AM�NPM�NT5 ACCESSIBILITY CODE: VA5 ACC1�551PLITY 5TANnApn5 PLUMBING CODE: THS INVNA110NA, PI.UM3ING COPS ( 2012 N21110N) w/ APOPT�n AM�NPM�NT5 MECHANICAL CODE: THS INtPNA110N& MECHANIC& COPS ( 2012 �191110N) w/ A120PtI2 AM�NPM�W5 ELECTRICAL CODE: THS NA110NA1, FI.�CVICAL C012� ( 2011 �PIWN) w/ PV0FtP AM�NPM�W5 ENERGY CODE: THS INffNA11ON& �N�pGY CON51 CPVA110N COPS ( 2012 �121110N) w/ APOPtP AM�NPWNT5 FIRE PREVENTION CODE: THS INTRNA110N& FIC? PP,�VWION COPS ( 2012 N21110N) w/ A120PtP AM�NPWW5 n TYPE OF CONSTRUCTION: M V D OCCUPANCY CLASSIFICATION: %151N�556POUP "D'1 51T� PLAN 1, ALL POOP ANP GPOUNP-MOUNTF-D MECHANICAL �QUIPM�NT SHALL 13f 5CP��N�12 PPOM VIEW 012 I5OLAT�12 50 A5 NOT TO 13� VI51131-1� PPOM ANY PUBLIC FIGHT -OF -WAY OP P1�5I12�NTIAL 12I5TPICT WITHIN 150' OF THS SUBJECT LOT, M�ASUP1�12 PPOM A POINT FIVE P��T AI30V� 6PAD1�. SUCH 5CP��NIN6 SHALL 13� COOPPINATl-�-D WITH THS 13UILDIN6 A2CHIT�CTUP� ANP 5CA,� TO MAINTAIN A UNIPI�D APP�APZANC�, 2. �YT�PIOP l3UILPIN6 ANP Slid LIGHTING WILL M��T THS 5TANPAP125 OF 51 010N 7.10 OF THS UNIFfl2 D�V�LOPM�NT OPDINANa THS LIGHT 5OUP,a SHALL NOT PPOJ�CT PLOW AN OPAQUE HOUSING ANP NO FIXTUP� SHALL PIP�CTLY PPOJ�CT LIGHT HOPIZONTALLY FIXTUP1�5 WILL 13� MOUNTED IN SUCH A MANN�P THAT THS PPOJ�CT�D CONS OF LIGHT 120�5 NOT CP055 ANY PPOP�PTY LINA, 3. 1007. COV�PA61� OF GPOUNPCOV�P, D�COPATIV� PAVING, P�COI?ATIV� POCK ( NOT 1-0050, 22 A P�P�NNIA 6PA55 15 Pl�QUIP1�12 IN PA2KI1\16 LOT I5LANP5, 5WAL1�5 ANP DPAINA61� APeA5, THS PAkKING LOT 51 TOACK PI6HT5-OF-WAY, ANP APJAaNT PPOP�PTY 12I5TUP13�D PUKING CON5T1?UCTION, 4. ALL T,�� PPOT�CVON 13APZACA12�5 TO 13� IN5TALL�12 13�1`0k2 THS FIP5T D1�V�LOPM�NT P�PMIT 1515502, U 5, ALL BACKFLOW 12�VIa5 MUST 13� IN5TAL1-1�12 ACIP UPON IN5TALA110N A5 PSP CITY OPPINANa 2394, 6, THS BUILDING MATr--PIAL TYPE 15 CON5112�P1�12 "VP'', PA51�D ON THI5 MATF-PIA TYPT ANP 5QUAP� POOTA61� (3,808sq. f J , THS P�QUIP�D PIPS PLOW 151750 GPM, WHICH CAN 13� PPOVID1�12 PPOM THS 3 ADJACENT FIP� HYPPANT5, 7. THIS TPACT 15 IN THS 5PPING CP��K 5ANITA2Y 51 Mk IMPACT F�� Akl�A ANP 15 ONLY P�QUIP�D TO PAY THS IMPACT F�� IF THS 5ANITAPY 51 VMD, TAP 51Z� 15 CHANGED, 81 D�V�LOP�P PPOVIP�5 TF-MPOP,WY 131-ANK�T �A51�M�NT POP CON5TPUCTION PUPPO51�5 ANP PPOVI12�5 12�5CPIPTIV� �A51M�NT5 POP �L�CTPIC INPPA5VUCTUP� A5 P�51GN�P 13Y C5U POP LIN�5 C WH�P� APPLICAI31-�, INCLUDING 5VP� f LIGHTS> 9. D�V�LOP�P MAY 13� Pl�51"ON51131-1� POP LOCATING �A51�M�NT5 ON 51T� TO IN51-lP� THAT INPPA5TPUCTUP� 15 IN5TAL1-�P WITHIN �A51�M�NT 13OUNPAPI1�51 10. DFV�LOP�P INSTALLS CONDUIT PSP C5U 5P�C5 ANP 12�516N, 11, CSU WILL PPOVIP� 12PAWIN65 FOP �L�CTPICAL INSTALLATION, 12. D�V�LOP�P WILL INT-PaPT �XI5TIN6 CONDUIT AT 12�5I6NAT�12 VAN51'OPM�P5 OP OTH�P �XI5TIN6 12FVIa5 ANP �XT�ND AS P�QUIP�P, 13, IF CONDUIT PO�5 NOT �XI5T AT 12�5I6NAT�12 VAN51OPM�P OP OTH�P �XI5TIN64 P�VIa5, D�V�LOP�P WILL PUPNI5H AND INSTALL CONDUIT AS SHOWN ON C5U �L�CTPICA LAYOUT. 141 P�V�LOP�P POUFS �L�CTPIC D�VIa PAPS OP FOOTINGS (1,�. TPAN51OPM�P5, PULL 130X1�5, STC) PSP C5U 5P�C5 AND D�5IGN, L-F-GFNP: --0- U1`Il-111' p0l_r:� -� GUY WIFr� ANCH012 AC--I;IA- UINt�-5 -AE-AE-AE-AE- WOOp r-F-NCF- CYCL-ONF- N�NCl� InF- p1:01'rC1'ION l3APACA F- TPB T P B MOJrC1- FHA5r—LINT t�-XI511NG FIpr-- H)VPAN1" a F-XI5TIN6 WAF-fP, MF -1-F-12 0 F-XI51'ING CLF -AN -OUT C.O. NSW CONCpFI� ° 4 NSW 5012 P4Z�A WA1rr--p COU25F- I2IpF-C110N 112Ar-r-IC FLOW PKK -C1 -ION MAN HOL. I 3600 TEXAS PARTNERSHIP L.P. I iQ �4511NG 4* C)-AE-AE-AE ZONED, C—S, COMMERCIAL In AE AE AE AE AE AE- AE AE AE AE AE- elf I _ 2 14-711 17 --�0-5� .------- ------------ -Ices-s.---- ��_,5' - - - -�=_— `,�---_ - - _ _ I I�XI511NG '�Q•. •.�0---f0-5�;---------- �� I �I I. �XI511NG --- f8 ,5---------------10"`}-5,– � 6 0 H1". 2' W0019 �----------- NI i WOOF ffULiju � I I O Wr- I 03 �o I Q I :. .• Q �XI511�IG ' U O( I , .• 6'-0" r, woof MIF , ........ TPR.//4 PB. . S-1 W �I �45Mi --- -----.------- ----------- -- � CYCLONE�Q --- --� TPB ,-------- �Q NI I �_ ��NC� .• W 1. Q I • �4511N6 ct i , I �XI511NG 2'-6" PIA, �• 3' -0'' PIA, m �XI511NG I � �XI511NG GL�CTIC W n 2'-0" PIA. mmv (1'0 PT\ Q I , o-' .............................. TPB IL ............... \ i F- xi NG M PAY-CAhF-:: \ 13UI�i�ING S 100 PIP, z� IV Nll< \I I� 1� Nil I� � I%/ c \H {UO 1 v A/ C X4511% GA5 MM, I� ----- ----- - - — — 1 I I I I I I l< ► ` °° I � I \ \ \ 1 y N G19 20'4711F- 157-1:2- 1 - 157,5' -- 71'-11" 5A;�A PPIVF-- 501 P�.O,Wf t O 1 r u 0 U ►--1 H ppOp05�n 51T�, NOTES. & bF1"All.5 00 IZU Q t3/ CS STANnAPn 5112MLK nMl1.5 Q 000 v� Pam' w n 00 oc j u� W x 7; _ W => 17 0 LINA 0r U 1�l 0 i cn 0 O IFAME N- �4:. �W W - cr II I (I7 C) O � I ISO O a Q I� N ME W _ O I I I .- ... .- .r.. .. ... ,. � I I i I i O 1 r u 0 , ►--1 H ppOp05�n 51T�, NOTES. & bF1"All.5 00 IWOOP SW t3/ CS STANnAPn 5112MLK nMl1.5 Q 000 v� Pam' w 00 oc Q z � � , O SSC -"ION — -q13 17 OIC LINA 0r 0 ..d't% > a Gq -� O ,00 O 1 r u M M M I I --------- 61� WA11;p L�N� ---- W------------ Q I ---------------- ------ .-.:-, I --------- ----r------------------------ -------------- 0 0 0 8' MAX, VAMAMLF� ( 5r --F- F-45TIN6 51TF- PLAN) ' , ►--1 H ppOp05�n 51T�, NOTES. & bF1"All.5 00 IWOOP SW t3/ CS STANnAPn 5112MLK nMl1.5 VAL,L-F,Y Pam' w LO oc Q z � � , O SSC -"ION — -q13 17 LINA 0r ` ..d't% > a Gq -� O ,00 O IFAME CONCrM �4:. W ' "I CLI( (PMO) II --- -------- O � ct� O a IL ME W _ O rItR' .- ... .- .r.. .. ... ,. M M M I I --------- 61� WA11;p L�N� ---- W------------ Q I ---------------- ------ .-.:-, I --------- ----r------------------------ -------------- 0 0 0 8' MAX, VAMAMLF� ( 5r --F- F-45TIN6 51TF- PLAN) — —ol 4 Q ►--1 H ppOp05�n 51T�, NOTES. & bF1"All.5 50UT IWOOP SW t3/ CS STANnAPn 5112MLK nMl1.5 VAL,L-F,Y Pam' w LO oc Q z � � , O SSC -"ION — -q13 17 LINA 0r ` O > a IFAME CONCrM �4:. "I CLI( (PMO) II --- -------- I --- 2 I ol1, ct� O M M M I I --------- 61� WA11;p L�N� ---- W------------ Q I ---------------- ------ .-.:-, I --------- ----r------------------------ -------------- 0 0 0 8' MAX, VAMAMLF� ( 5r --F- F-45TIN6 51TF- PLAN) — —ol 4 Q ►--1 H ppOp05�n 51T�, NOTES. & bF1"All.5 50UT IWOOP SW t3/ CS STANnAPn 5112MLK nMl1.5 VAL,L-F,Y Pam' w LO -4A&.4 Q z � � , O SSC -"ION — -q13 17 M M M I I --------- 61� WA11;p L�N� ---- W------------ Q I ---------------- ------ .-.:-, I --------- ----r------------------------ -------------- 0 0 0 8' MAX, VAMAMLF� ( 5r --F- F-45TIN6 51TF- PLAN) VLAL,-, UV I rVV I, NIGH - 11;N51LC 5TpI;NGTH, POLY MA QCAI2r FAMpIC (TYPICAL) FRONT w !0] 00410 [Will 05 51T��L POST �— FFfilm _ WOVF-N WRF: FA61?IC OpANa:�, UV p�5151-AN1', o _flNIGH - Tl�N51LE� 511:I;N61'H, POLY tMIZMCAPE� FAMpIC i� 3 (1YpiCAL> N Z kc) 7� 0 N SIDE VIEW N.T.S. 1 03 iW Q 1� ITE 1 SHEET INDEX s -i �XI511NG 51T�, NOTES, & nFrALs IA ppOp05�n 51T�, NOTES. & bF1"All.5 ST 3/ CS 51"ANnAP,n 511P\FF1' nF1'A11.5 SW t3/ CS STANnAPn 5112MLK nMl1.5 Pam' t Q 17 _y 88 ` O > a IFAME �4:. NMI, IL ME W _ O rItR' .- ... .- .r.. .. ... ,. moolim i INITY MAP mmilli 101 11 4,17 VLAL,-, UV I rVV I, NIGH - 11;N51LC 5TpI;NGTH, POLY MA QCAI2r FAMpIC (TYPICAL) FRONT w !0] 00410 [Will 05 51T��L POST �— FFfilm _ WOVF-N WRF: FA61?IC OpANa:�, UV p�5151-AN1', o _flNIGH - Tl�N51LE� 511:I;N61'H, POLY tMIZMCAPE� FAMpIC i� 3 (1YpiCAL> N Z kc) 7� 0 N SIDE VIEW N.T.S. 1 03 iW Q 1� ITE 1 SHEET INDEX s -i �XI511NG 51T�, NOTES, & nFrALs 52 ppOp05�n 51T�, NOTES. & bF1"All.5 ST 3/ CS 51"ANnAP,n 511P\FF1' nF1'A11.5 SW t3/ CS STANnAPn 5112MLK nMl1.5 N.T.S. 1 02 SCALE: 1 " =10' 104 Pam' t Q 17 _y 88 ` O > a �4:. IL 7 W _ O rItR' .- ... .- .r.. .. ... ,. i INITY MAP 101 11 4,17