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HomeMy WebLinkAboutSP2008-500236of � PROJECT LOCATION LOCATION MAP PREPARED BY. z T' tngmeenn k» i 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com INDEX OF DRAWING DRAWING NO. DESCRIPTION C1 SITE PLAN C2 EROSION CONTROL PLAN &DETAILS BRYAN-COLLEGE STATION STD. DETAILS PREPARED FOR: THE OLDHAM-GOODWIN GROUP 809 UNIVERSITY DRIVE EAST, SUITE 101A COLLEGE STATION, TEXAS 77840 TELEPHONE: 979-268-2000 CONTACT: JEREMY PETERS EMAIL: jeremy@oldham-goodwin.com FOR CONSTRUCTION ,,98398` NOTES TYPE "0' EXPAN510N JOINTS IN .CURO.6 CUTTER SHALL BE SPACED AT A A Ai 'OSTANCI E OF 401 APART At' AT ALL RADIUS PONTS; P.T. S AND P.C."S. TYPE ' S" CONTRACTION JO NTS IN CURB & GUTTER 'SHALL BE SPACED Al A Mkim" DISTANCE Or 10' .APART. 24- V4"R 6" 150 3- y- V4-R , w 12" T ` z!� -` 04 BARS' . . 111 314" X' 18" SMOOTH +�- EYRANSION DOWELS 'T YPTCAL COMIBIN. ED U" & Gl'rl= SECTION STl NOTE: CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 psi w Y #4 BARS @ 18„ OCEW U _J LL w 5„ u�-i N p I SITE DATA SUMMARY A. GENERAL NOTES 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE SUBMITTALS OF PROPOSED CONSTRUCTION MATERIALS FOR;3 APPROVAL BY THE DESIGN ENGINEER. THE DESIGN ENGINEER SHOULD THEN NOTIFY THE CITY OF COMPLIANCE. 2. A PRECONSTRUCTION MEETING SHOULD BE HELD PRIOR TO y .. THE CONSTRUCTION WITH THE ATTENDANCE OF THE 76a ,. . _; < DEVELOPER, DESIGN ENGINEER, THE CITY'S ENGINEERING INSPECTOR AND CASE ENGINEER, THE CONTRACTOR AND 0 30 60 90 SUBCONTRACTORS, AND ALL FRANCHISE UTILITY COMPANIES. 3. CUT SHEETS CERTIFIED BY A LICENSED SURVEYOR SHALL BE o e EQ. EQ. TYP. PARKING SPACE (9 MIN. WIDTH) OWNER SW BEE CREEK INVESTORS LLC, SWC EKB & SWC WRM LLC E. COUNTRY CLUB DRIVE, BRENTWOOD, CA 94513 ED BARRISKILL (925) 331-4134 edbarriskill@comcast net PHASE PHASE 1 REVISED LOT LOT 1 R SUBDIVISION WILLIAM BROOKE HUNTER ESTATES AREA 10,352.72 SF OF 4.138 ACRES ZONING C-1 (COMMERCIAL) FIRM MAP ZONE X, MAP PANEL 48041CO182C (NOT WITHIN LIMITS OF 100 YEAR FLOODPLAIN) 6" LIME -STABILIZED, COMPACTED � INSTALLATION PLAN SUBGRADE PER CITY STDS. PRECAST CONIC. WHEEL STOP PROPOSED PVMT. AS PER CITY REQUIREMENTS SCALE: NTS 6' MIN. 8' MAX. 6 1/2" 1 6 1/2" R to HOLE FOR #4 REBAR DRILLED OR SET INTO PAVEMENT AS PER CITY STANDARDS. GROUT TOP OF HOLE \\- SET REINF. ROD MIN. 18" INTO EARTH AND SECURE AS PER CITY REQUIREMENTS. ELEVATION TYP. WHEEL STOP PARKING ANALYSIS TOTAL SF OF PHASE I: 21,000 SF PARKING REQUIRED: (1 SPACE/250 SF) 84 SPACES TOTAL ALLOWED SF OF INTENSE USES (25%) WITHOUT ADDITIONAL PARKING: 5,250 SF TOTAL SF OF INTENSE USES OVER 25% (ANYTIME FITNESS, C&J'S, NY DELI) 5,575 SF (10,825 SF- 6,250 SF) ADDITIONAL PARKING REQUIRED FOR INTENSE USES 47 SPACES TOTAL SF PHASE It 2,400 SF PARKING REQUIRED: (1 SPACE/100 SF) 24 SPACES TOTAL PARKING REQUIRED: 155 SPACES (84+47+24) TOTAL PARKING PROVIDED: 155 SPACES UTILITY DEMANDS MINIMUM WATER DEMAND, gpm 0 AVERAGE WATER DEMAND, gpm 13 Peak Demand / 4 MAXIMUM WATER DEMAND, gpm 52 MAXMUM SEWER LOADING, gpd 49,920 based on a 16 hour day usage SCALE: NTS \ ` wo CO ca n ` ` N ram` p W tc°r. WILLIAM BROOKE HUNTER ESTATES ��, t `O LOT 2R WILLIAM BROOKE HUNTER ESTATES I " - \ LOT 1-R or �---�.r--- I I _ EX. 36 RCP Si ORM FOUR AGS INVESTMENTS, L.P. VOL. 6688, PG. 137 4.13$ ACRES � \ - S °39 5" 18 S PG`{\� ZONED C1 - VOL. 7649 PG. 200 ____ -- o \ ! C 3.736 \ 0 0 0 0 0\_ 0 0 0 -o-0 a o 0 0 0 0 o a \ o 0 0 0 0 0 0P P P P P P P P P P P P P P P P PUGU-UG- --P-U--- UUGLL- UGU---P Ut--P U---P-P 423.01' - - - l \ \H(WjE'S PIZZA (1175 SF) Cb ,j E.P N � � PHASE 1- BLDG. a � s C, F.F.E.=299.- 0 I PHASE I- BLDG A \ - ;�•4 o � � a \ PHASE 1 - BLDG C � BEVERAGE1 NY NY I THE BEACH - M OASIS I DELI I I TANNING F•F•E.' 297.25 F.F.E.=300.50 PROPOS ANYTIME FITNESS � (1500 SF) I (1500 SF) I ( SALON a `o ' \ I I �'' (4500 SF) j (1500 SF) C&J'S BAR-B-QUE CC CREATIONS \ a (4825 SF) \ t (6000 SF) a w CL \ ( ¢ a \ Cov � a. S ItC B I� \ Vd)i-Sd� UTT FOR PROP. PARKING OVI M \ t_koG" $ VGC 21 "'- \ AN 1 T @ TIE -I von-• a o�� � � ,�-- -----------_ ___ I REMOVF EX ST. VC �M AND { � --- M DI W LK A 'OWN P P P P EX. 4" CP TOR ° S�oRM iG o ° EX. TORM c� uNOTE: RELOCATE EXIST. WA ER r P CO ��� Q- �\ A o \ \ \ METER & VALVE AS SHOWN I w z j \ TC 299.92' * TC u. CP 0, PG • tt EX. VIP __�, �� SAW�t�i 7Q an -- �£n P 7CFr299a8az-**- P P P P EX_ O 7 r SQL 2 - ... :.. 0 0 O ---- 0 ZO cy 0 P-•...�; : M • EX. 8" PVC SS 0 \ ; t PVC ____ __. 5 _I :• •... _ �.; _:� - ' __ _ NOTE: SEE INSET BELOW FOR SITE DIMENSIONS \ N \ S ::.. \ EX. IN :: W Ca \ PHASE it M IRK. Ltt -i:�oo oz:�� , \ ** I a TC 800.47 TG 300:0' .:- a. \ F.F.E. 301.50 a TP 300 0 363 SF \ N 1/ IRF OAS ;::: C:300;52::::::' ::::::.... . LAYNE'S CHICKEN S C TC30Q;62:::: . =:.:... IP.299.&6- „ a : T<s 30t1,2 • -: `�; ::: ' '• ::: 6 STD. CURB, TYP 240 S ►?:3Q01:4 :.:: :.: = :::'::::: :':` • `''�1 ( 0 F) -' 1,t111 E / S ' IPI � ----- Gas �" •\ i ER TAS P 'CIFIC TIO 300.58 -: PHASE 1 ua \ 1 392 • .., 7`G 3 0: ,352.72 SF ADDITION 4 ) rn �- a I s _ �• p d T \ W V C 300�2 E [ti ll R G 5 5. r7 - T 300 a. �1 i & U ER �R' �RK NG PR VID 1"G� •' n P i � 1 4 C co EX. t / t� \ t+ PROPOSED CURB RAMP t < � i PHASE 11/� 1 n TC 300.42 / / \ o CITY OF COLLEGE ST ATION TATION U 0 FU RE PAD I T S� 1 _ C 300. ____ 55 ( DETAILS & SPECS. MATCH EXIST. TV'�� \ o • a C 300�i9". .. . • � SIDEWALK ELEV. @ TOP OF RAMP i sAwcur I P sAwe�i p P -. L 50' ACCEIS ES , o TC 299.74** I o a _ . 867/73 /126 TP=298.75 TOR ° EX. IRR. LIN ` SAWCUT & REMOVE EXISTING CURB " .:14:; L & UTT R F R� .PARKING. PROVIDE 1 EX AN ION.�OINT TIE IN at cas --- D :1: PA ES' N 2904104" V}/ 259. r 1 ,IRF I WELLBORN RD. - >> (80' R.O.W.) \� 1 SCALE:1"=30' PROVIDED AS THEY BECOME AVAILABLE PRIOR TO U"l ICON CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS. 4. APPROVED EROSION CONTROL MEASURES MUST BE Enighneerill INSTALLED AND MAINTAINED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL 1712 Southwest Pky, Ste 105 REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATION GROWTH College Station, Texas 77840 IS ESTABLISHED. P.O. Box 10763, 77842-0763 5. UPON COMPLETION OF THE PROJECT, ALL AREAS WHERE 979.680.8840 (Phone) EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED 979.680.8841 (Fax) BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED www.gessnerengineedng.com OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. 6. ALL SIGNS ARE TO BE PERMITTED SEPARATELY. 7. ALL DIMENSIONS ARE TO BACK OF CURB U.N.O. P�� O F • T�-i' B. CONCRETE PAVEMENT * �•''• '• * .* 1. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE ..................... S MEUSSA P. THOMAS STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM C39 OR ................... .....4• C109. THE CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR % . 4 REVIEW TO THE ENGINEER, CERTIFING THAT THE AS S aNA AGGREGATE HAS BEEN TESTED IN ACCODANCE WITH ASTM C33 WITHINJ THE LAST 12 MONTHS. IF FLY ASH IS USED IN THE ,. MIX DESIGN, THE MAXIMUM PERCENTAGE OF FLY ASH SHALL NOT EXCEED 20 % OF THE TOTAL CEMENTATIOUS MATERIALS, ALL CONCRETE MIXES SHALL COMPLY WITH ACI 214 AND 301. THE PERCENTAGE OF ENTRAINED AIR SHALL BE BETWEEN t FOR 3 TO 5%. 2. TRANSPORTATION AND PLACEMENT OF THE CONCRETE SHALL CONSTRUCTION BE IN ACCORDANCE WITH ACI 301. A TEST SET CONSISTING OF 3 CYLINDERS SHALL BE TAKEN EVERY 75 CUBIC YARDS OF CONCRETE OR FRACTION THERE OF. C. MISCELLANEOUS .J►., , { i 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE W UJ BRYAN- COLLEGE STATION UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, AND DETAILS. 2. THE CONTRACTOR SHALL NOTIFY THE TEXAS EXCAVATION SAFETY SYSTEM, OTHERWISE KNOWN AS DIG TESS, AT LEAST zo 48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY r�S w y AT (800) 344-8377 OR (800) DIG-TESS. THE CONTRACTOR SHALL W `t <C ALSO NOTIFY APPLICABLE UTILITY COMPANIES THAT HAVE UTILITY W Y LINES ON OR IN THE GENERAL VICINITY OF THIS PROJECT SITE AT LEAST 48 HOURS PRIOR TO BEGINNING M Q CONSTRUCTION. N Q CL 3. CONTRACTOR TO FIELD VERIFY "AS BUILT" TOP OF CURB ELEVATIONS PROPOSED H D= AND TOP OF CURB ELEVATIONS to W SHOULD BE MODIFIED AS NEEDED TO MAINTAIN 2% SLOPE ON PROPOSED PARKING SPACES. 4. CONTRACTOR TO PROVIDE EXPANSION JOINT BETWEEN THE Q F_..� EXISTING DRIVE AISLE AND PROPOSED PARKING SPACES. 5. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR z W O SHALL FURNISH A SET OF ACCURATE "AS -BUILT" DRAWINGS TO ■--- (_ THE OWNER AND THE CITY OF COLLEGE STATION IN THE (- Q FORMAT THEY- REQUIRE. r_ UK V, z I, C()-N-AP1__1AR1(_;% E 0 U) 0 Q PROJECT BENCHMARK TOP DEC 18 2008 W OF FIRE HYDRANT ELEV.= 298.42 C 01LLt:kiC DEVELOI fVla I _ r l " FIAT Fi LE►�. f IEI,W COMPLIANCE UJ < DEC 18 2008 � tie �y ` C0LLr_�E tit \ ENGINEERING LL. W W fW V --- W }- D .� zo. O 0 C.) Issue Date: LEGEND 12/10/08 EXIST. HC STRIPING Project Number: M EXIST. HC RAMP 08-0491 51 4- FH EXIST. FIRE HYDRANT Drawn By: �r I 2 M DA �� M EXIST. WATE ❑ R METER DIMENSION CONTROL SCALE: 1 "=3V EXIST. 4"PVC - EXIST. WATER LINES EXIST. 6" PVC SS SAN. SEWER LINES EX. 18" RCP _ EXIST. STORM SEWER LINES STORM_'-� _ P P -- EXIST. BURIED ELECTRICAL _SS _ss_ ss- EXIST. OVERHEAD UTILITIES EXIST. EASEMENTS X TC 300.00 EXIST. TOP OF CURB ELEVATION • TC 300.00 PROP. TOP OF CURB ELEVATION TP 300.00 PROP. TOP OF PVMT ELEVATION ---'---* �----- PROP. PHASE ONE ADDITION SAWCUT 'M SAWCUT LINE EJ EJ PROP. EXPANSION JOINT PROPOSED 5" CONCRETE PVMT. PER CITY OF COLLEGE STATION SPECIFICATIONS. Checked By: Y MPT Revision: A A 0 A SITE PLAN C1 no Sheet: 1 of 1 INTERCONNECTING SLEEVE.BUTT CONNECTION TOGETHER TIGHTLY DOGLEG AT END OF E-NFLOW NOTES: RUN TO PREVENT 1. INSTALL NAILS FLUSH WITH NETTING SO NETTING IS IN TIGHT COMPACTED SOIL TO FLOW LOSS OF SEDIMENT COVER FLAPS 2" OF CONTACT WITH SOIL. '•^^ PREVENT UNDERCUTTING 2 5" •TYP. 2. USE 6" NAILS (6d BRIGHT COMMON). INSTALL 3 NAILS PER 7 FT. SEGMENT. DO NOT INSTALL NAIL IN THE OVERLAP BETWEEN SECTIONS. ' 3. COVER FLAP WITH 2" OF COMPACTED SOIL TO PREVENT t n- CURB PVMT, UNDERCUTTING. r. 5" TYP. 4.ON A SLOPE, CHANNEL, OR HIGH FLOW AREA, INSTALL ONE WOODEN STAKE EVERY 5 FT. ON THE DOWNSLOPE SIDE. 5" TYP• \'� N�FLOW\�/� 5. IN A CURBSIDE INSTALLATION WITH HEAVY VEHICULAR TRAFFIC, INSTALL AGAINST THE CURB WITH THE FLAP DIRECTED CURBSIDE FLAT OR LOW FLOW UPSTREAM. TRENCH AND ANCHOR WITH NAILS AS INDICATED ABOVE. INSTALLATION 6. ADDITIONAL INFORMATION FOR PERIMETER GUARD SCF \/� MANUFACTURED�\ ` ABLE ON THE MANUFACTU ER S WEBS T (EQU VALENT PRODUCTS \/ \ APPROVED BY THE CITY OF COOLEGE STATION ARE ALLOWED). 'PERIMETER GUARD' SEDIMENT SLOPE OR HIGH FLOW CONTROL FENCE DETAIL NTS ui 1 � 1 \ LU zz Zn 00 1 ` co N U)WILLIAM BROOKE HUNTER ESTATES o, ` "' Ll \\ LOT 2R d o ``� EX. 36" RCP STORM 4 f t FOUR AGS INVESTMENTS, L.P. �` \ _ VOL. 6688, PG. 137 cw n \ ` S *39 5" 18 ° \(p_ ZONED C1 W o \� I I I C, a i I w l I (� <C •�3 0 0 0 0 0� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o a o 0 0 0 1� F P P P P P P P P P P P P p P p U p-- P P — _p P — P \ P P P P p �— p p p \ \ �GU— UGU— UGU--- UGU•-- UGU--^- UGU--- U�I�F---- UGt}— UGU---- UGtt---- UCU----- UGU— UGU----- UGIJ-•---- UGU--- UGIh-- (IGU--- UGU^--- UGt�^-- UGU---- UGtY^^-- UGU---- U UG � � \ S 35°39'25" E—423.01' — — N \ cli W \\ \1 ( \ V < \ 1- O \ / X \ N cn — — — — � --- \ 0 _1 I Nd P O G. PROPOSED SANDBAG INLET ¢ J a I \ ¢ PROJECT BENCHMARK a ` PROTECTION INSTALLED PER \ I I i 4 \ \ TOP OF FIRE HYDRANT t BRYAN-COLLEGE STATION STD. DETAILS E 1 I o. = � ELEV. 298.42 t N 0. CD Wt�so r . M \ yJGN � � : , I � • w � to •2 O A p p P EX. 4 CP TOR ° \ a ♦' ROPOSL CONSTRUCTION EXIT / Q ' P,�k. � ENT CE INSTALLED PER 1 � 6A�NES , „ 'i LLE A71'IUN STD. DETAILS �A�[�1 Q, pG• 7iJ0 �� EX. 6" P C — - era ---R,� p P P P — P P p _ _I+C*•,DER _ _ __ VO�ZO G-1 n WATER o _ _ - - �, - ° 0 1/2 .�,, — P \ " PVC \. I M . EX. 8" PVC SS F-d _ _ " IRF \ { a \ EX. IRR. LINE \ I W M V� M V W N CL 0 L co IRF SaS ( ` 04 co • • N - , G* GAS PERIMETER GUARD SEDIMENT ,> 0 zo CONTROL FENCE BY ERTEG9 kNVIRO IL ME TAL SYSTEMS, IN ., i w • ' INS ALL PE M UF. PE S.a. !` LJ L 50' ACCE�S ES STANDARD SEDIMENT CONTROL a t G�- ��0�.t� w 867/ 311, FENCE INSTALLED PER BRYAN- 72..RCPS �� P©p���' 't COLLEGE STATION STD. DETAILS TOR Q- 1 g 1 _ POP SE SA INLET o v0 • ____, �" _ ______' �� PR TE T10 IN TALLED PE I ,t•� ,���, N-C LL GE TA ON TD. D IL d 5 Q N cr .."A� 112n � \ •j ---. .,,- - R_ �, •-._____.__ ...._......._. �p�' JOB'' �, � 1 --149.88 , ` - �-- AE.------AE---"" ` N 29"4 9 `04" W 259. i \ "IRF WELLBORN RD. I (80' R.O.W. \\ 1 � ' COVER FLAPS W/ 2" OF COMPACTED SOIL TO PREVENT UNDERCUTTING FLAP DIRECTED UPSTREAM. SECURE W/ 6d NAILS SEE NOTE 2. DEC 16 Z008 COLLtue- P® �r�N LEGEND — --- — ---- — — — EXISTING CONTOURS X TP 299.60 EXISTING TOP OF PVMT. SPOT ELEVS. • TP 300.40 PROPOSED TOP OF PVMT. SPOT ELEVS. SANDBAG INLET PROTECTION PER CITY OF COLLEGE STATION STANDARD DETAILS STD. SEDIMENT CONTROL FENCE -- - --�C - - - - - INSTALLED PER BRYAN-COLLEGE STATION STANDARD DETAILS — -- -- --• -- -- PERIMETER GUARD SEDIMENT CONTROL FENCE INSTALLED PER MANUFACTURER RECOMMENDATIONS STABILIZED CONSTRUCTION EXIT / ENTRANCE INSTALLED PER BRYAN- COLLEGE STATION STANDARD DETAILS 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineedng.com ....................... MEUSSA P. THOMAS 1... 698398 1ONAL ,off FOR CONSTRUCTION .Jr,. W W W W Chi Q U) �I z W F_ U) F- w 0 O CO W �Wr U �-- 1L F F_ U. WLLJ %;t W 0 W D zO O U/ 0 Issue Date: 12/10/08 Project Number: 08-0491 Drawn By: DAL Checked By: MPT Revision: EROSION CONTROL & DETAILS ■ Sheet: 2 of 2 NOTEV CROSS SLOPE IL SIDEWALK PLACEME I SHALL BE IN, ACCORDANCE WITH lVCS LWIED-1 QE* N GN GUIDELINES. GENERAL NOTES'FOR ;x wc 2. 'FIRWO LIGHT �BROOW FINISK JOINTS'TO 19 YPPLEo r PcEp,,kT m swc ;DUAL 49 THE s mw, "iskm*" A"T� DETECTABLE QETE;TA@L9 jARNlIfGS ...m wA -'WARNING UWAM 6 4WO.C4ONTRACTIQ x PEDESTRIAN FACILITIES, CROSS SLOPE 3. DOWEL IN *0 TIE *To ANY 'CONCRElrEiTRUCTURE'ADJACENT TO,'SIDC*ALl(.9ORIVt*AY.lKET Bmcms.AWT0J BOX�EJO LVM RAMPSMUST CONTAIN' A DETECTABLE WARNING'SURFACE THAI GENERAL ND7ES CROSS SLOPE SIDEWALK - I WITH w3 It. 12- OARS a 12" O.C.VR CONSISTSOF: RAISEO'JRUNCATEO �;DOWES VOMPLYING WITH SECTION Uj LANDING 4.29 OF THE TEXAS ACCESSBILITT -.STAN[WIOSz 1TAS)., THE V ALL SLbPE9ARl *ABLE, 2X 10 4% 4. COMPACTION, =MPAC7EDSUBGRAOE MATERIAL COMPACTED: TO 'A, -IDENSI* AT IWT :W.'arlwAxi" my DENSITY At SURFACE�l MUST `CONYRAST.VISUALLY'WIT"'ADX*"'SURF THE LEAST POSSIBLE SLOPE THAT WILL STILL ORAIN,�PROPERLY SHOULD BE U RAMP NGTIt.0R IADC - DETERMINED: 13Y PROCTOR COMPAtTIONIEST ASTJM 0698 4STANDARDYAN6, SHALL K 0 41ANET:OF THE'bPTIMUM AWTURE �CokYCNT SEO.. ADJUST,:CURS LE PA MENT VANVANWAV/1 MUDNG SIDE" FLARM"FURNISH VARIC BROWN -OR OARK.'REa S. A'mom* 'CLEAR:' PE[KSTRAlWbTH'M.'vtFINED TAS *0 A" SHALL It ORovew-46R. ENTIRE, Ltoim 401sicc*xr� OETECTAKE WARNINd t*ACI ADAUNT TO" UNCOLORED Or,APPROACH -SIDEWALICS' AS DIRECTED, lCO4CIKjJE,,. W&E$S SPECIFIED ELSEWHERE, #4 THE KANS, lAm AA#MDAGS 'SHALL. 9V A IS'$ V W WITH AL MIAX",2X �UOPE IN -USUAL WARNING SURFA BE IrTYP, M WST* SLIPASISTANT AND: NOT OLLOW, INATER, W ACCUMULATgoi >_k NOTE. 'UAL WITH EXPANSION _F 3-IMANEUVERING SPACE'Ay 7HE'801YOM 9,r'CM PAIPS'SHALL K, A MNIIAUM OF 7' ALK A jMT MATERIAL I ALIGN TWCATED60MES IN[ THE 01RECTON OF PEOCSTRIM 41 X 4i, WHOLLY CONTAINED WITHIN 1HE0105" 0 JTSIDE THIS DOES NOT TAXE INTO ACCOUNT ORAINAW WMT14 OML BW � � WHOLLY 0 1/4"1 1 1,\ TRAVEL ENTERK THE Sl"EET� THE PARALLEL VEHICULAR TRAVEL PATHI.,' REQUIREMENTS BERMS MAY BE KOMI) le x �'Z_l cri D.C. X�O` m4t IFA F_ or S_� 6 UK JC OUTSIDE Of THE SIDEWALK, &4" COPED WHEAVY GREA$Q lK ON SHEETtl ",* 01011WE "THE :4. MAMAAI . LO*Awtmos$� SLoPt,-i* We*AL9 - an 'RAMP Is 2L I � 4. AMD MEAS i APO 2% APPROXIMATE LO CATION FOR THE DETECABLEWARNING p-, rQR C41kCH IL .4" USM ONLY' CURB NAW$'WITH�ACTURNED:CURBS MAY - DnCAL PLALCEMEM "OF D -A AITHER 13ECAM'THC <. NY 41 .� '. �0, I —BLEWARNING S A to". OF, 2419 *4 OTHER %*.WALp=_ SWAM; DR_ BECAUSE, THE''S", QMD NOT � 1400"WWALK ACROZ THE AW ADJACE IF 0. *~SURFAM 5HALLBE ,Q -,VF KOEST" TRAVEL. -AND EXTEND THE -APPROA.CHJ$ `SUBS *IS V ARE UffACE ON -IANDMG. AT STRELT SWACE:15 PLANT04M OR RAMP I ORr LANDING WHERE! THE FLLCJ TMTIALCY: OBS7RUC FULL lWYK OF� THE't PEDESTRIAN -A=$$:RWT9�gNTERS:THE'S'IREET., 761 OARS aO jr 2&OAT' CONCRETE 61. AWIONAL INFORMA7110N ON CURB *Wi LOtAYJK %%K LIGHT REUCTIVt VALUE 30 LOW METAL OR PLASTICZAKINSIDE DIAMETER TO K 0. S-W2-00 kl*t _LbdATtd,td' THE, CURREN - 101TON W "THE TEXAS �ACCESMITY STRENGTHllliC3000 D&E BE THAT ­THE AM TEXTURE, IMY K FOUND IN T Olt AWSA Vie GREATEW THAN OWSTER `DmL:9^,cAP:,lMU%T at (41 IN=. 1^1 TANDARDS IIAS) *0 10 �-T.At 4 58.1020 EDGE, NEAREST IHE OM'L - INE IS A-AUV" OF f—AND A OF THE -EXTENSION Of 'THE FACE' t K�Vg -$Top, SOLL 99- 1" vig MAX". or VUR% END DETECTABLE__L I WARNING ;SWACES MAY'BE, PLIRVE 4LONG'THE "nerva'AnA. le"'LLSHOULD K, LOW ENOUGH TO COVER 1` OF:DOWEL: ANDO 7, To, smyr As A Pmmm Of CM ]IS 11" rROMl'TNDAW BAR. of M. PER TM SHOULD KOESIONEO To PRO% ACCE%$ftE PASS"W W OR $TAMMS SIDEWAIX EXPANSION, AWNG140 7i:ACCEPTAME. PAVER'lMATERIAL SHALL BE CLAYc"TRIFIED POLYMERZOMP=TE� PRE ; DIMENSIONS CRoSS*ALjK­M#J"*= *0 MVPOLYMER. CROMALK' STOP �BAR: LOCATKMVKL, PC SHOWN AS 'ELSEWHERE IN THE,:PLAN,&.­AT INTERSECTIONS WHEREIMOS "ALK' CONSTRUMPN '100"m to ium ]MARKINGS, JOMT NOT � REOLWO"ICURB" RAMPS -�$HXL --BE,.L AANEO�­WITH 1HEORETICAL, 4. 4w. OR AS DIRECTED BY 'THE EkVKtR. SIDEWAIX SLOPE REQUIREMENTS MAU" WL-- I I P L VW , IrL , OdU . RES THAT , COWPL I Y . W14H TASI �Af REMAIN' INIPLAtt Lftlest V_Ql V� LAJ THE PLANS. -SAWED'OR POKE -1/8"TO 3/%w-: SEAL WITH EXPAPISION OTHERMSHOWN, ON "TERWO WL 2^'�MAX_ JOINT NOT'REOUREDOWCUM RAMP,&,PAOVI(* (:6RB AMPSW"9ftEVVR 2_ D. Tr PE CROWS: 4 w PUIM 4-x -x3illl. STRUCTURAL STEEL TpqW 4 'It SEPARATE CURB, RAMP *0 LANDINGS FROM,ADJACENT� WE A K ANY OTHER' NO am D.C. O.0 V( L AND C MOLD OR 80" JOINT OFL 314 ELEMENTS WITK PRE r1wo W'kftr$s'OTHERm DIRECTED: 4 BY THE ENWER.t I&K cwb 40m NOT" I'd DZICAL PlACEMENTOF _t2.,p"VIDE, A SW01H TRANSITION WHERE THE CU"'ft"L CONNECT TO THEL STREET. _V SEDEWALKC t4o-. 7mm- MKI W _�DEUCIABIE Lot ONTRAGnONJOINr -,,SEE 011SH NOTC "XNaSU"ACEM]5 :M FLAK SCOPE: SHALL NOT EXCE :JOX MEASURE* ALONG 5 1" RAWRM UONG-IMNOR COUE WEEP 0 INTO QENERAL kOTrli:jPAVEkS artUfs STRUCTURAL STEEL TUBING, TE:SIOEWALX C 3. FURNISH'DETECTABLE WARW FAVER UNITS ]MEETING ALL TURAL, $TEEL'TUB*a IN A IWO ay, TWO REQUIREMENTS Or'ASTM'*4AC-33.,LAY F-41 7_7 SEE CTION 0&1 A"T SAWT WEAVE PATTERN JOR AS DMICTED. --T 0­4 r `1 LAY PtXL4X AST FOLLOWED' BY CLD§t* UwS 25 PERCENT or mow CONSISTING'Or AT LEAST A FULL UNIT. CUT AXPjA 41 -LftTlt US 'A,P DETECTABLE WARW�'P4WR, No MR, p* 9 0­0 10, 0 w pw BMT VO 4 0''o 0 0 J�WLjj IAND LA11W 'COURSE' PA 3 ACBM AROUND -PAVER 44SET PEDESTRLAX 2x, tia. A WITH GUARDRAM T TA ARIOIG� R WWI T M SEE 1,40TE: 4 KXF'Aksk* JOINT 5w �Tjhl vu TUM A=6TABM AS RE01.0mu 'TO �ItAANW4QPALWX c 2 7 �FL L two 3' ism- MUTA WON` AIXPAVM WORM -4MT PERMISSIBLE SIDEW SEMON a. Y, CONCRETE DARS 'W'fd�' 0 GFNEM.LNOM, 3000 , V YP IC -AL), THM- ALL AREAS WHERE EXISTING 'VEGETATION AND GRASS, COVER HAVE KEN MKQ BY COINISTRuCTION $E FOOSO )wr *00? v SHALL a ADEQUATELY BLOCKL SOOOED OR HYOROMUI.CI-cD*V WATERED UNTILG"TH 15 ESTAKISHEO. Of IN DEVELOPED AREAS WHERE GRASS IS PRESE N74SOL AST'DSTLNMANCE. r -':BARED �AREAS SMALL , F4 4" 13E SEEDED OR SOODED WITHIN - U CALENDAR IDA A SOD WILL BE REQUIRED AWNG"NoRm= ;TYA 5 N�. 3 AEBAR AT , 1 0 'TRUNCAMDOAMPAWE" APPRMD EROSION CONTROL -MEASURES MUST -BE INSTALLED DURING THE ENTIRE "TAIE THAT EARTH HAS 0")ON-CENTER I . ­ JFoRMr ANDIARUR SOTH WAYS 13EEN BWO BY CONSTRUCTION'ANOSI�KL STAY IN P PTABLE "VEGETATIVC QWjlR'IS: ,C law' 44sagm— LACE UNTIL ACCE 01, "I'M 'M 4OVE TO ESTABLISWD rAFTER� CONSTRUCTION IS'COMPLETE AND THEN REM Dl*:�WNTRACTOR,� A) MA RY CONCRETE SIDEWALK ALL EROSIONVONYROL MEASURES SHOULD BE :CLEANED:OF SILT AFTER EVERY` Oft 71 A "M M-MG-9 ow-4 1 SECHONA-Al -0 ���G PAM 2 DETECTAB CD cop:) JSW2­02­1 I Fswma 11 T, K71" "7;k v_ F , , OUIREMENTst L `�'SURFACE FftSH.SHALLr COMPLY WIJH TAS RE 0MPLV WT14 'TAS' REOUIREM&M FULL' -WIDTH AND DEPTH Of CLM RAMPS 91AI-L HAIW_ Tm FINISH SHALL COMPLY WITH TAS REOUREMENTSC "T SICW TI OEP7H7OF CIM RAMPS'SKALL lkWE LIGHT REFLECTIVE VALUE AND TEXTURE T1 Y PLC -VALUE �-AND, TEXTURE- T14AT SIGNIFICMT AND DEPTH OF CURB RAMPS SHALL HAVE A R�z`,,`,-�7r,TIVE VALUE AND TEXTURE THAT SIGwICAN7LY CONTRASTS MIRTH THAT OVADJOINING PEDESTRIAN "ES 'WAR4"Gr SURFACE SHALL K JDAW'RED�LIN aXok THAT L FmCA%W44EjPE0b4E=STf "QR. TS-41-��74 THAT OF ADX*" PEDESTRIAN ROIJTES. L K DAW RED *4 pmok :5'SMWAL Ir SIDEtALK-0 n000, 4v DMAONAL CLM RAMlPS rLMEO SIDES TLAREO, SIDES 4 DIAGONAL CURB: RAMPS' Vfij" i SHALL HAVE AT LEAST Al'�- SEGMENT 44 DIAGONAL'Cu" RAMPS SHALL HAVE'A A_2 4"lONG­,SEGMEl j OF STRAIGHT CURB LOCATED SKALL HAVE '47 LEAST W SEGMENT T DF STRAIGHT EACHI SIDES WHT CUMI LOCATED ON EACH VOE OF THE WITHIN THE OF THE CM AmMv W a OF STRA "AND MARICED CROSSING. SING.. &OWD OVOSSM SLOPE 4idr To 4-t Z CROSS SLOPE NOT ExaEd 2Z OR BE LES! ON r ANY,,", �k 2X OR BE LESS THAN'U PORTKIN-OF ffsAWLM, CROSS SLOPE NOT 70 EXCEED .2 T'7"� JORTION:OF RW�-QR TRANSITION 4 t ­ "i, .1* - 1 STRE IRAN rU ON ANY `�h .. L . � / 2Z OR PE LESS STREET: PORTION OF RAW OR TRANSITION E I TO STREET e PROPERTY L CUR13 HEIGHT. Z 00Fr PROPERTY LINE �,__VARIES c7YPl WIDTH 1 01 DTH :4' SIDEWALK VARIES -SIDE JVARIES YAWS deo DETECT PAT" B'SIDEWAX &TEdTAULL ;T 0 L am OU IDURB ME04T BA" or CURB J DETECTABLE -VAWS (I rl tWARNIIIG 'SWAM S�SJDE ly JIDLWALK AMBUIATORY 8"SEDEWAIKAMEBUIATORY 6.8 RAW ATS E�ON %"V'AT STUET EVf EMECTION' RAW AT STREET INTEMEMON FSW3,01 01 —law EYE �Ml. CROSS SLOPE NOT TO EXCEED NOT- TO EXCEED X OR,JIE L THAN LU ON ANY :CRM SLOPE: My Tor EXCEED I COMPLY' lhTN TA LESS 2K "OR'BE L�PTCJMN�41=ir "SURFACE FINISH SHALL COMPLY *ffH TAS REOEAKM RAW$ SHALL'HAVE AiLy. P, Oft TRANSIT10k I,' TP ANDA DTH" TOL TION-OF OR WIDTH m NSITION' FULL VIIOTH AND DEPTH OF CURB RAMPS SHALL "AVE A GTH I T m tin REFkECT %"T TUM THAT, SK _96 Z 0 SURFACE FINISH SH�A, Y WITH TAS REOUljRE NTSi 35 THAN 'IX,ON,AW ENTSa FLLL W PORTMN'Or 'R '10 $7R jp F T LIGHT REFLE, ALI E TENT HAT TLY UE LIGHT REFLECTIVE VALUE AND TEXTURE 7HATSIGNIFICANTLY N PEDESTRIAN UST WITH'THAT'OF ADJDNML PEDEJ� OWE. CONTRASTS: TES.L I _% -OF XN SURFACE SHALL �ae_ OW'!REaL IN OR. THAT .^10INING PEDESTRIAN ROUTES., W '41V WDAR RCE D IN COLOL SHALL BE DARK RED IN W=T "al PROPERTY 11NE 4*%, + It WARNING -+ + T + ,DEffCTAKE,WNMW SWACE CROSS SLOPE NOT r TO EXCEED CRdSS'SLOPE,NDT, To_ H*LtXLON f T BRYA� I - -mucTAmLite 25-m ACE + 2 EXCEED xob§�,'%OPE Vt TO -EXCEED + R' L AN, ANY + WON ANY & SS I Crff OFL' 2X OR BE LESS THAN IX ON PORTION OF RAMP OR TRANS17ION OR K LESS I TION OF RAMP & RA"TION TO 31 ALL I 70 STREET MIT iL, RAMP* _J%­ 70: STREET 25'R R OF M2 SLOPE MO �DQ SLOPE MAX� RAMP* RTY LK IWX5! OPERTY J < V < t Im SL + if UAL ex RAMP PROPERTY LINE .10.1 _s W* + LINE + 41 lilt" DTH NOT CAP. in, X 115'iVIT *fAK$L O'C­ VARIES' VARIES C4 _t or CUR13 (COATE MOM &SIDEWALK 21 MIN. CURB ALIGNED + 'Mft :URS E + 7 MIN ALIGNEE SIDEWALIC 17" CROMAC VATH CROSSWALK/ wm Oy"r CIA + +* T .0ATEt QJ-01; 08 SURFACE AM N T $ A 'U" A M 0011- . SID MBUIATORY 6SIDEWALKAMB RAMP' S SIDEWALK -AMMULATORY RAMP .8 81 W t2_� 1,KAAMEIATORY 9 SIDEWAIKAMUIATORY 6SIDE. A PPROVEDI V. P. K. -S EMO ON& DPJWS _179N & DRIVIES AT TREET INTM AT, INTMEC, N S_ ZTI�, ECU A Tql=ll INTMEMON RANTAT INTERSECHO 'AT 47 T"' F U R E SEE IWV�02 ul 4/"M IL SURFACE FULL AW to" PC CONIRAS -WARNING. "S Hr E T I OF �r rryye ��� �•, • � + .. � • •••• �.��.�� ... , •,; PA G� { MINX ■ s ri.' V4Nt NCRETE � ... 4� - T TH■ 6 3I4" 3" 3,20 * ,, 4 . 3r . *4 OARS x r(�11 0 :3I4r X 18' SMOOTH 1 �► "s%4- �i � �* l" 1 ICA ` • , � EXP,ANSON ow, ks:. 'MtSiON DO!►�. RIBBON �I'�' CI� =� e. .: TYPICAL ED COMBINPIGAL fCURB.. spnil cu" 4u .... S }.� '�r t��� ..n'i ...:�;•��'. .. ,4N ... � .. � �. r :. ..., � r't r. :. .' :vt+.� .... ,. _..:f. o..:. - �. - "K:A'�';..ivgFi ..�'+..: --"`,cil�frw''' tc`6Y"&:.ax`s'��`.�S'•"�:,n_uus:.�-,�.>._w �.'� a. S'-r. y .t;� :.. �� .."�.,�::,. .. ..0 , .... • _ ai _ � - - '� �` t'*r tr.. ,'t-� �< TRAIVSVER$E REINFORCEMENT' VB' R 'SEAL WITH JOINT MATERIAL M4 BARS. AT 18" C. TO a . TYPE O `-JOINT wr ."...." TYPE ,ioatT META. KEY WAY PLATE DEFORMED TIE BARS 04 X id,; llir" O.C. i 1 .i- E IV LONGH UDINAL,TOINT LONOITUD" JOINTS SHALL BE RECUIiED ONLY ON THE 40� �� CENTERLINE OF THE PAVEMENT A W INTERSECTIONS :AS DETAt,EO LONpTUONA. RELNFORCEAENTf. ' � �4 BARS' -AT 14' C:'TO G m 7�Tf �rt*�r �tc� lA YCE"S Vl O �`�7 ! ICAL TOINT & MINFORCEMENT I AYO.UT YOR `CONCRETE PAVEMENT ' SEAL MI/EXPANSION JOINT MATERIAL SMOO7N 'DOWEL BAR'. . V41 0`X Irl-1X" O.C., V4-R. " 3I4.• ; tCOATED W*.KAVY VREW 3/40-1 NON-EXTRUWrG Fp.LER 3I4', • :. a ,,'„ «.. 1-V2" �f V. 3- LOW META. OR PLASTIC CAP, INSIDE DIAMETER TO :8E VIG- GREATER THAN DIAMETER OF DOWEL SAX ZAP MAY .BE l� E 1:L L � �V V AY J ATE LONG ENOUG" TO COVER 2- OF DOWEL AND HAVE .STQP $O ShO .i1L' OF CAP IS I- FROM ENO OF BAR. TYPE "Gtt EXPANSION & CONSTRUCTION JOINT ;NOTE 'ExPANSION JDINTS AS SHOWN AND AT VARIES EAW'DIUS RAPOINT., CURB EXPANSION TO BE SPACED AT 4D' INTERVALS S ALL RADIUS POINTS. P.C:"S. P.T.'S, i OPPOSITE. P.LS, JOINTS SHALL BE AT W CENTERS. `CURB• i ON ;ALL MMONTAL 1► VERTICA, CURVES YPE. -a-,l ow- ' 'tXWTR% JMTS SHALL BE AT V CENTERS,, TYPE"' IONT . • � `LONGITUDINAL Ji• O ,SO' � , TD` CHORD CF` RADAIS•`iTYP,l! «rYPs OR FORMED. TYPE "G" <JOINT AT ALL A„ SAWED SEAL RAOM POINTS :AND *nTH JOINT MATERLAL. MAX, DISTANCE QF SEA OO NOT REg0 N CURBS, 3W Ott TANGENTS 3/4"R vW GENE NOTESk \llVe,70 OF � ALL AS` WRERE gXISTNG VECETOON ' AND: GRASS' t;OVER HAVE 'SEEN OWD li f' CONSTRUCTON SHALL flE . AOEQUATEL , .* j:.* .T.: ar met BLOCK SODDED OR. 11YDROMtA CHED AND WATERED UNTIL 'GRM' TXPE -D'" JOINT CROWT'k IS ESTABL�D. *.DEVELOPED AREAS VKRE PKSENT. BLOCK- SOD'WLL 8AARED,N�AS ' YPE "a-'jN4 TYPE''C'.J0N7` AT FUTURE `.EXTENSIlN1 OR AT PROP, 6: BE REQLAiEO.. SFIALL� BE" �iEE0E0 OR` SOODEO. WITHtf#: l4 ALENDAR, DAYS OF` 04 SAR L V, O.C.E.W. SIORIt ITYP.1 AsT DISTURBAtICE, 'APPROVED EROSION '.CONTROL .JXASURES M USY BE INSTALLED �'p II Q !I OURMIC' TFE £MTIRE '[MIE ;THAT EARTH HAS SEEN 8ARE0 81f l l i .E //'``�I/�� T 1 .1J . //L��l T DINT r7��pT�t 1 i i l�..r .T 7� 7 r�+ 11y 1 C� J 1 A 1 . vECET/►TIVE TH a ES7A6LISHED. AFTER 'caNST1#UCTOlt IS VEGETATIVE 1 AW $HALL`$LAY` H D-AF 'tR1TL iACCEPTJIBL :CONJOINT w l COYPLET THENlEIAOVED` B1f CONTRACTOR, "SHALL CONCRETE i'Jl:�:.n0N ALL ERdWk tOkROL-`ikASUAES rSHOULD BE ,&VA ED OF 7RANSVERSE JOINTS BE SPACED WCENTER TO CENTER ST3-Qi SI.T" WIER'EVERt� W u CITY OF BRY AN ? G'061r mom Tam Slj k DRAWN m .C.L.M. RATS= o�-o��os sRE. NT5 ARPR"OVER' W PA. HEET 1 0F 1 CiND90 AIILO CK rILUR f AITRIQ` . i' M I)TI N ICL T R 3 'SANO 'SAC , HAY �--�'✓ BALES. FABRIC •f[QCK 'SMZE LL' AN A ATE: WTALTTraos - ..... AS REM O W Aft E A!i t� - t?EV! ES.:•AROMR 51, oRA1H5 JGiE. -USED 7 Cf Dr T:/urt,AIIDIAR F1LT ER SEOWENT LADEN Rr1 T P N4F1+. HE .I�QTECTM01r ,ALLi111�S SEQInNT TIS 3YL'E. PRIt�R.. TO CN11RttE„iNT4 A, TORM RRAININLET`, �ATCH BASIN... .. ;a : � .sl�At.t BE. iuV RE�%TiWT, �Wa A+�u�x :NQt-DEGRA� pUE�ro. ��TrrQsP>iE�I� :�CQ�rTlo�,s. , • $AND H T►1VI r31T1" ITI'Y'' pI7�ET'IC�IT 'INS SHALL 8E: iiEPLACED .uP.Qk E1RSt`'#Itil Q :QEIERIQRAt1QN. }•� :.,. . , =swppt.11� �I f hIDTEt MINIM110 12E'SNALL BE:IFPL1 MIRTH 0F SITE .1KNTRANDE Al DAL �E USED TQ DETAW ,AND)'& 'E'A7ER SEOMIA£NT-[ ADEN. i� R. Of T, TEDTIQN ALLO*t $EDIIAENT TO SETTLE IPOIQR:: trt% pMSCkARGE: TQRld DRL .IN1�ET DR ;E;ATt�HI BASIy..: /� _ +.,r . aw'MIN. DEPTH [PIN VARIES -'. .. tAST :D448i S" TQ 108` h . B"`:Qf ETERf Q1►ER x. ¢EQTEXTILE 1 ABRIC`. ' To. --- k 6 FRITH•' :SAYE SQUARE � t _ 0 l '" • . - , , • KEiYD.,'fQ .IItA�NTA>!1.> ?'��! ,. vv SEDWNT, tMTRQ4.1"ABfbC: FASTENED SECutX TQ t"P,c 5r.# ' METAI. „t"POST a!".OF TILYER T`ASRIC 10'EXTEND AS REQ D: TO D ''A into" '' 8E ANC.tIQRE1 'ACEQ: s: AF/1RT VATH •.CQMWAC7E0 BACIt FjLL, Sa r fEli '. iIFD101t r t>�rr T " s" AT TOE Tor HM.ES. 'tQ 8E SLOE FQR SEoArljj Tp A�CC�WttILpA/TEE; AL/K/D�i F/.ENNC�E tiSEC FI AREltS DF 4"4" Aft TRENCH ZD. SILT FEN ASSEML Crff OF .BR.YAN 0 &0d T.4 T=Style.. DRAWN W. C.LL M. D11T� 01-01'WOB sAILE NTS. AFFRONED W. P. K. FIGURE= SHEET I OF 1I ��TE O Steel edging 2" layer shredded red bark E� � R C �} 0 00 above finished grade. VALE LOT 2I L o w FO A SW,;.13T ENTS up. 19. o — yOLZONED p O P Grass or other, _ o _..— P material (see.. f . ,Ul O'�P_�—P P — plan). Rototill existing soil to a ° a ° blaco„hdummusAddParparts GT — O O P O Paj-- p O 0) sand. Lightly till into soil. O _ 0�= p0_.—� o°U� P 00�� Crown to center. 00 0 SHRUB PLANTING O _ O P O a 0 �P uc�u--"�� 0 OO o _ p — ` sc��E_E:: No ­0 sc ALE P < . .......................I C E �1 �! 44 � SPREAD PLANT SO THAT TOP OF RO0- LOT 1 a L�� L BE%ICH BALL !S EVEN WITH THE o ` . '� TOP FIDE MYD FINISHED GRADE i ELM= 29SA2 •PAINT ALL CUTS OVER I" CIA. Pno db a 2 STRAND TRISTED 12 GUAGE \ �_ Ct G � 4E--- AE AE— — A --- AE.--- ` ' ` GAL.. WIRE ENCASED IN 1" DIA. 1 / 1 9-- E E_ _ AE� . AE— AE— AE— AE AE---- 4 RUBBER HOSE N,C�• ��j a E AE , --r _1 .01. HAR_ Q STAKES STAKES 1-3 X p DRIVEN (MIN. 18' FIRMLY ` INTO SUBGP,ADE PRIOR FORM TO BACKFILLING i SAUCER r : STAKE ABOVE FIRST BRANCHES x IRF T1I I f (\fi-i^' a r. ,—"W — ORASNECESSARY FOR FIRM i MULCH z rylaid 2 X BALL DIA. 4 Keystone BrianDSCAP Paver, Brick _ Rani or Approved SCALE: JE: 30' 60' 90MULTI-TRUNK TREE STAKING ,. Equivalent I R SCALE: NOT TO SCALE - PLANT LEGEND AND POINTS PROVIDED NOTES: DEC 18 2008 1. All areas will be covered by an automatic irrigation system (an irrigation plan will be submitted before the C.O. C LL :0L_ #m ,.4 ° 29 Cedar Elm 2.5"-3.0" Cal 150 4350 is granted). DEVELOP' N' ;v7sU/mus crassifolia 2. Areas disturbed during construction shall be repaired and overseeded to return turf coverage. PLAT FILE:- 3.Soil Preparation Guidelines: 46 Crape Myrtle min. 1.25" cal/6' tall 40 1840 �. 50% Native Soil REQUIRED BUFFER CALCULATIONS Lagerstromia indica 25% Compost REQUIRED POINT CALCULATIONS 25% Brick Sand Site Developed Area 183,901 sf / 1000 x 30 = 5518 Landscape Points Buffer Wall Distance 200' 30 Wax Myrtle min. 1.25" caV6' tall 40 1200 4. All landscape areas where surface is not indicated as ground cover shall be covered by turf grass. Streetscape Points 497' total frontage / 50 x 300 = 2982 Streetscape points Buffer Canopy Trees Req'd: 200 ft/25 = 8 Canopy Trees Myrica cerifera 5. 100% coverage of ground cover, decorative paving, decorative rock or perrenial grass is required in parking Buffer Non -Canopy Trees Req'd 200 ft/ 15 = 14 Non -Canopy Trees islands, swales and drainage areas, the parking lot setback, rights -of -way and adjacent roe disturbed duringTotal Points Required 850o points 9 P 9 1 property rtY 182 Compact Nandina 5 gal (min. T tall) 10 1820 construction. BUFFER TREES PROVIDED Nandina domestica 'Compacts' 6. All planting mixed shall be 2 parts black hummus, 1 part brick sand tillled into or mixed with native soils to the REQUIRED STREETSCAPE TREES specified depth. Buffer Canopy Trees Provided 8 Canopy Trees 148 Indian Hawthome'Snow" 5 gal 10 1480, 314' Wellborn Road Frontage / 25 = 13 Trees Buffer Non -Canopy Trees Provided 14 Non -Canopy Trees 7. Beds by parking lot closest to west property line are outlined in steel edging as shown. py py Rhapieoiepis indica 8.3' earthem berms form screen between parking lot and Wellborn Road on southern edge of site. 183' Southwest Parkway Frontage / 32 = 6 Trees 9. Planting in the Buffer Yard is not included in point calculations. Total Streetscape Trees Required - 19 Trees Asian Jamine Groundcover 1 gal 0 10. Plants used to screen the parking along Southwest Parkway must be a min. 3' high. Tracheiospermum asiaticum 11.100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent Total Points Provided 10,690 pts property disturbed during construction. 12.A reduced Pressure Principle Back Flow Device, Or a Double Check Back Flow Device Installed and tested as per City Ordinance 2394. RCVWM Apd 29, 2W5 AIM May 16, 2005 A" J* 2Z W05 AM Nov Nov 17, WN AIM DRAWN AM CNECI= DAIS Na mbw 17, 200� SCAM Vado JOB Na SHM 1 of 2 Cj F + - ^•-" W --� IRRIGATION INSTALLATION NOTES 13 ova J..�_ 1. Nozzle all heads according to location to } -', limit overspray on structures, paved surfaces & automobiles 2. Allsleeves shown are the responsibility of the L Cj 1- ca - -- �'" �'� - -- Landscape Contractor and shall be installed and marked at the time of concrete i ! ..�.-_ �► � ,.�. -~- installation >, _; - -' �.. a - ---- ~" WT a 3. Irrigation system shall be installed by an Irrigator with a valid license issued by the State ca 4 - - Tom- .....�.... w "' - of Texas and implemented according to local and state codes, restrictions & regulations �-- - -�------""" °' - 4. All turf areas are to have pop-up e spray heads P, --� ----- -"" _. -- SS 5. Irrigation system shall have a proper backflow device approved by local and state ------ n ,----- - �. .-- -- codes installed and tested by a licensed BackflowTesterwith a valid license issued b the P y - TES _ . --- State of Texas --srs,® _- .42 S SS - .SS SS S - - 6. An automatic irrigation timer shall be installed according to system needs and in accordance with manufactures specifications 7. A rain shutoff device/sensor shall be installed in accordance with manufactures 8H OH specifications 1.4 - - _ 8. All heads within irrigation system shall be installed using the "head -to -head" spacing SQ - - - - - ~ - method 0 osr---.. --... -- 10Q 9. All underground wiring connections shall have a "dri-splice" wire cap connector 10. All wiring shall be direct burial cable II g I I 4•IRRIGATION SLEEVE TOBEINSTALLED 11. Only one automatic control valve shall be installed per valve box 11 1 (I T1e.cVWYL0CA I0H0F8 THGFJt1ATI0H3MW 12. All sprayers within the system shall be nozzled and timed to a matched precipitation RM FM AM "WAS NEEM10TE WO E>MW SUTM (l MATCH HEAD WM PWK:P YAWN RATE TO 813* G SYSTEM DO NOT EXCEED 5 FEET PER SECOND WATER rate with entire irrigation system VELOCITY 13. All sprayers and rotors next to paved surfaces or have more than 30" difference in 12Q grade shall have a checkvalve installed in the head 67 13. All sprayers shall be installed a minimum of 2" off of paved surfaces and edges P 14. All water velocitythroughout irrigation 9 g system should not exceed 5 feet per second. 15. PVC pipe shall be "welded" together using a " g g hot glue such as Christie s Red Hot Blue Glue" and is not to be applied to the female bell end of the pipe during installation 16. A reduced Pressure Principle Back Flow Device, Or a Double Check Back Flow Device Installed and tested as per City Ordinance 2394. i 0.47 ' DA s 0.24 I V F NOTE: FIELD VERIFY BACKFLOW DEVICE MEETS OR EXCEEDS CITY OF COLLEGE STATION REQUIREMENTS WCU FOR PARKING ADDITION SCALE' 81 16' 24' 18-24" COILED WIRE KING DRI-SPUCE WATERPROOF CONNECTORS (2) BRICK SUPPORTS (4) INLINE WYE FILTER WITH 1j" AUTOMATIC MASTER VALVE OR AS NEEDED TO HOLD PRESSURE REGULATOR SET AT 45 PSI HUNTER PGV-10IG-S VALVE BOX TO FINISH GRADE NETAFIM HIGH FLOW MODEL#PRVI5045V2K DOUBLECHECK VALVE ASSEMBLY OR CITY APPROVED SUBSTITUTE STANDARD METER BOX FEBCO 890 OR CRY APPROVED SUBS'RrUiE WITH LOCK STANDARD METER BOX 1" BALL VALVE JUMBO METER BOX ANFINISH GRADE IO" ROUND VALVE BOX 1 VALVE PER BOX ONLY FINISH GRADE FINISH GRADE REMOVE HANDLES AFTER INSTALLATION : 3 } a•... .. .. :. .. .. '. _: .. .£jIk'.v ...>. .:.: ,. .. .'.k ,.�, ., 6, k -.., ,. .., ', '.. n.. .,Rr �n +2t ..�......<.-._ :..... _� _.. .. _. _ f����:rr�....<V: 5«<.. ...,:..... s,,. ..:::... .... :.....,... ............ '.i .F:..__r_... e. s.. .: .>3....>t<._..: ..,,.. is _- I A ! DEC 18 2008 C�✓Bml,cm•trtcw�nA b� 4c� is ;'i� 'AAA' FILED: NOTES: 1. INSTALL VALVE BOXES WITH A MINIMUM OF 12" SPACING OR AS CITY/MANUFACTURE SPECIFICATIONS REQUIRE. WHICH IS GREATER. 2. USE ONE ITEM PER BOX. 3. USE BRICKS TO BLOCK VALVE BOXES AND SET LEVEL TO GRADE. 4. INSURE WORKING ACCESS TO ITEMS FROM VALVE BOX LID OPENING. EXISTING METER BOX FINISH GRADE WATFY}tN:,&.t PUMED t 1 k > 71 i � ..t .W '.... ,. ... -:.. ..._,.: .... .... :.. .. �.. t. i' �,:. :-. "£S ,... .... .. ': ..i .. a„ ..'$S.,' .: .h '•Xs. r .. h. .f: .. .. .i., :s,».. ,.,,, ...» ..,.,.to-:... ..... ..... .... ... .)sh .k'f ... ..>+�...: r�. <....t ...e. .a ,;<,<.(, 2:. .,.��:. ...�< :.�1 b. .h. .tLv:.. 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'�.. ...:.- 3 ....l , ., .>. } ......_':it ... ,...f }, , :, e SS..r s. : .. k 3 3 . , m..,:.,. )):S.SF .r.. r.. t. :t .., .. .. ., ... .. ...... .. � .K ':.. ...,� ..�:.... ...... ...:.. .v.,G c<.Y. 3 .:. .... ... ..: .. .. .. 2 M ,. ..: ry,. .., :, r ro. iL� :. a. •tS .. ., .. :. _ .}. .. _ _.. ......: .,:.. - >. .... ..:. ... .. .i5 +i v:..,.,. ;. 's.:: ✓�.✓/ n.. a:,: : i. f.,., .:.-... �': S ....5.. --5 ; POINT OF CONNECTION ».s,t : » ....:. 3 : s , , , y <: ; ; . ASSEMBLYDETAIL DOUBLE CHECK VALVE ASSEMBLY INUNE WYE FILYEIt AUTOMATIC MASTER VALVE MANUAL SHUTOFF VALVE NOT TO SCALE DIRECItON OF WATER FLAW WATER METER BY Ap& 29, 2005 .NTH May 16, 2005 AKH J* 22, 2005 AKR Nov 17, 2008 ATH DRAWN `M CEECKED DATE November 17, 2008 SCAIZ Veda