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HomeMy WebLinkAboutDrawingsr r r r Steeplechase Sewer Line July, 2004 ENGINEER. MITCHELL & MORGAN, L.L.P. 511 UNIVERSITYDRIVEE., STE204 COLLEGE STATION, TEXAS 77840 (979) 260 -6963 OWNER: City of College Station 1101 Texas Avenue College Station, Texas 77840 (979) 764 -3500 INDEX OF SHEETS Coversheet OV- Overall Sheet 1 - Sewer Line #1 Station 0+00 to 5+00 Plan & Profile 2 - Sewer Line #1 Station 5+00 to 10 +00 Plan & Profile 3 - Sewer Line #1 Station 10 +00 to 15+00 Plan & Profile 4 - Sewer Line #1 Station 15 +00 to 20+00 Plan & Profile 5 - Sewer Line #1 Station 20+00 to 25+00 Plan & Profile 6 - Sewer Line #1 Station 25 +00 to 30+00 Plan & Profile 7 - Sewer Line #1 Station 30+00 to 35+00 Plan & Profile 8 - Sewer Line #1 Station 35 +00 to 40+00 Plan & Profile 9 - Sewer Line #1 Station 40+00 to 45+00 Plan & Profile 10 - Sewer Line #1 Station 45+00 to 50 +00 Plan & Profile 11- Sewer Line #1 Station 50 +00 to 55 +00 Plan & Profile 12 - Sewer Line #1 Station 55 +00 to 60 +00 Plan & Profile 13 - Sewer Line #1 Station 60 +00 to 65 +00 Plan & Profile 14 - Sewer Line #1 Station 65+00 to 70+00 Plan & Profile 15 - Sewer Line #1 Station 70 +00 to 75+00 Plan & Profile 16 - Sewer Line #1 Station 75 +00 to 80+00 Plan & Profile 17 - Sewer Line #1 Station 80 +00 to 83.48.16 Plan & Profile 18 - Sewer Line #2 Station 0 +00 to 05+00 Plan & Profile 19 - Sewer Line #2 Station 5 +00 to 10+00 Plan & Profile 20 - Sewer Line #2 Station 10 +00 to 15+00 Plan & Profile 21- Sewer Line #2 Station 15+00 to 19+00 Plan & Profile 22 - Sewer Line #2 Station 19 +00 to 23 +58.01 Plan & Profile 23 - Misc. Details Sheet 24 - Misc. Details and Traffic Control Details Sheet 25 - Notes for Details Sheet 26 - Shoring Details Sheet S 1- B /CS Standard Sewer Details S2 - B /CS Standard Sewer Details S3 - B /CS Standard Sewer Details S4 - B /CS Standard Sewer Details ATTACHMENT 4 CARSON PLANNERS — L • AD • / r E I N T)GOT R.O.W. NOT SHOVIN �, !� _ - AD WAIN MYR PE)ESTALS (2) .. , t /r`►�� LIGHT F 34 � �,����i'�����il�i► SNN w..r.- 1� I;.�i► l :.•r' �fNrl r'.Nr'S •l Ar•NvL,+�.�NNNV•�.�NNNN iv\��' �^� �� =i /: , • ,:•a ^Y�. ia: a� tea...•. - - - • - r.a r. - - � "m il �. - _ .� � -� -��- . [ ► �� \ dr . - is ,• i • - . . . .� A� �� F� �r�!A:►Ir _,_ �► ��,,_ -� , Y, ■� NEW � F"VACY FENCE 6'-Cr IN HEIGHT LIGHT POLE PA P, ell lie YVA LANDSCAPE BUFFER �• , d II _ • '` �� aim �iiit � I • �R .I�.�a����iII�; ..� r - �_ � V 7,r�7i"fic.� � � f� �� 7 ►� ►i/1 iI� 7(�<.11G�aL�,1.CLLIiL fLl�.._ �6 /� � .1w_ � ., �,`�",�!�f �► � �I �� � ��, K rl =�; � ; h '�' \ � /`. %/G I • %`�/ i`IIJI� y' � ! ` �+G,�► 7 �yy �G � i- - �!J i . lam - - - -- - � - -- - - - - ' ►111 - - - i.. • .a rr PROPOSED SITE PLAN ABUTTING PARCEL CALLED 3 N TRACT HA HI S) G SCALE: 1 = 20 2—,py tree h b-IcA& 7 cwgn trees h barkade 3 can Py trees In bares 6 campy tree In barkade 4 canPY trees in barkade FIRE HYDRANT NO. G13 FLOW TEST DATED 7/10/01 HIGHWAY 3 0 NOZZLE SIZE 250 1,140 GPM STATIC PRFSSURRE PSt RESIDUAL PrrRtEESS EXISTING EXISTING IN TXI)O R.O.W. NOT 940M (NOR CauNTED) FOR aMTY DRIVEWAY 18' CORRUGATED METAL PIPE DRIVEWAY FRE LANE CNANGED 70 2 AND FIXE LANE CHANGED TO 7D'•7 AND CIEMILY MARIrED AS PER QTY 00. E 18" CORRUGATED METAL PIPE 1' LAN DSC PEDESTALS (2) SANY SEWER MANHOLE GTE P AL LIGHT POLE WATER MTR CITY YS VALVE LAND NG RICADE LANDSCAPIN BARRICADE EXISTING V � PIPELINE ERHEAD POWER � K � R I -1 T LWHT ROCK WALL OVI HYDRANT NO. G13 PROPER LINE: — 252. ' — N 4295'51 FIRE LANE STING POWER POLE 04 MOBIL PIPELINE SIGH T POSED LANDSCA PR OSID LAN P ' 25 30 31 32 33 34 35 32 33 31i 3a 36 31 JO 3e 40 4t 4 + ± LANDSCAPING BARRICADE 25' CO ING F I A EXISTING 1 -1/2' � DLAwm OF 7W0 (3) SMALL CALM (1.5• - 2) THE 1 WATER LINE I FROM THE APPROVED LIST OP T18S ON DATE 11- 35ECNON a c+y I \ ' '1 11.41 ( EXCEPTION - LIVE OAK) PLUS 32 EA- 5 GAL SHILM e i DIMENSIONED PARMING SPACES h b rappT trees arlmde I - - N SIREETSCAPE AREA -- — 2ao.lPVC L _ _ _ _ _ _ fl E LANE ett �aR _ I_ :9 is 4r I N lA DSCAP NG BARRICADE 8 tt 8 ft 8 R I I i I EN I y 12 1 i I �e F.. 7 6 5 4 3 2 I DLE POWER / I NEW I i PRIVACY FCE i A I / e' -0' IN HEIGHT -XMFR PAD �. seeue ar . PVC } ADDITIONAL PAVINGREQLVM s Ayn�AaNnf� �� 48 DEEP I OR PARKING CD Lsl{.�Jl:j 806 50 aq. R I i i � ENTRY � LIGHT POLE i � N 3 e I W NOTCOW POINTS FOR SITE i a DROWSED BUILDING FF 286.31 tan 4' TAroNG m RE Reaov® } K Xr DEEP 1 ti � Z NDSCAPII G BARRI — i ol SEE OET 1 �y o. ow l G� ^ N F I P / NOT COlN7® DOINIS FOR SIRE G 2: d g s I / / /// / e BA►L SEWER OU LINE COVERED PGRCH NEw GREASE ou LNIE T 1 r tx r-D') { . 1 � N F 1 �'- �i��� vim //// rr ili � �'. � P • •,r I��i...� � ` e . � r � j ��f�jr`` %/�� e i .� !� /j /t � � ��� .A 7r/�1���� • �?� /f y \p, /���i �. i� /% "iii7��!/ , ' iy / ' sl l( 1� - i `• .�''� � .,1��' �Iv /, ms` 7 '/ � 7�'�11T 71 rlii� � y � � \ A -- - , ---- y 7J • -, 7 � I ' !`1� --- ./h - - - -- -.Hit- 1 2 caK9y tress in barkade 7 canopy trees In barkade 3 canopy trees In barricade 6 canopy trees in barlaolt 4 canopy trees in barlade FIRE HYDRANT NO. G13 FLOW TEST ATED 7/10/01 HIGHWAY 30 1.140 M 250 1,140 GPM STATIC PRES�(UARE 88 PSI RESIDUAL PRESSURE 85 PSI EXISTING E>pS7gIG IN TxDOT R.O.W. NOT SHOWN (NOR COUNTED) FOR CLARI TY DRIVEWAY 18' CORRUGATED METAL PIPE DRIVEWAY F IRE LANE CHANGED ro m'-o• AND R'v� 9lE LANE CHANGED TO 70'-0 AND CIEARLY MAR 18" CORRUGATED METAL PIPE 1" LAN SEWER MANHOLE am P AL L104T POLE WATER MTR PEDESTALS (2) U►' WATER VALVE LAN NG BARRICADE L PIN BARRICADE RDCK WALL �� 009C V PIPELINE *VV --FlRE HYDRANT NO. G13 OTE PEDESTAL EXISTING RHEAD POWER POLE RO 1ER - 1 T — PROPER LNiE — 292 — N 421Sb1 POKER POLE FlRE LANE 0 MO K PIPELINE SIGN _ LI i i PR OSED LAN I IosEO uNOSc Zo 30 31 32 33 M 36 32 33 34 36 36 S7 JO 3p 40 41 4 + I LANDSCAPING BARRICADE VID \ i b E7oS11NG 1 - 1/2' �� f PLANTING of Two (x) SMALL CAL FIR (1 .5 x7TRHS WATER LINE I j FROM THE APPROVED LIST OF TREES ON PAGE 11 -3 SECTION DIMENSIONED PARKING SPACES 11.41 (ET(CEPTION -LIVE OAK) PLUS 32 EA- S GAL 9.484 1 N I \ i -- NSmffTSCAPEAREA -- — 20MIPVC I— In barrade 1 FIE LANE e R Sft :9 fs 4W I n L � — •R 8R 8R I � I BARRICADE I 12 1 ) I b 7 6 b 4 3 2 � POWER NEW PRIVACY FENCE I ;CLANDSCAPING ,f xMFR PAD IGHT ADDITIONAL PAVING REQLAIED e' — IN HE a•fe� w s•f 28d. PVC i aR PARx[NG 4" DEEP 806.58*%R. =ENTRY I N LIGHT POLE .. • i 1 • I W NOT COIN POINTS FOR SITE i •'? o ROFO�ED 3 i x rn rANDNG To BE Ranov® 1 v � NDSCAPING BARRICADE 39" DEEP ( / A n NOT caNTED POINTS FOR SITE i l / / / / SARI. SEWER LINE ( d Ss PORCH i C7 J / COVERED ��p T a I / NEW GREASE OU LINE w dOMT' C x IY—D7 NcVSri N F 1 TY LINE 11W - S 42'l6Tr w PRIVACY FENCE $* -V IN HEIGHT ABUTTING PARCEL CALLED � 3 N TRACT PROPOSED SITE PLAN AP HI si - # G SCALE: 1 + = 20 — 0 11GRTH T ` ft AP. ■ sr F OVERHEAD POWER CE BARRICADE P. 1 MAN ivi i 5 K, I y •' / Ltr!!!_ �.� . A�51, . ..� -_� w/�� `• % / I"f► w l � +�� I r ,. [ �C f��If� yy � Fyy G 7�� � � ��!'!!►1'�J7T►11�7011` � . j' INV ELEV. Z111.61.1 ► I��j" '/!y /. TY LINE 11W - S 42'l6Tr w PRIVACY FENCE $* -V IN HEIGHT ABUTTING PARCEL CALLED � 3 N TRACT PROPOSED SITE PLAN AP HI si - # G SCALE: 1 + = 20 — 0 11GRTH •f. ;•' FIRE LANE MARXED AS PER 18 CORRUGATED METAL� PIPE WA eR KDESTALS (2) STAL UGHT POLE 11 CAPIN �►rI��:.w.��iMA "s': a ..V. rr'. Ii G f11►�I��I\ f't•. anw ._�.,t_,it�i•.i.- i*ri,� - •�..r �tr.n,n ..nom ��.,.- .an.anrer�.�nva var•-- .�.a.,._a .an.._.�. - �..i ��. �u���..... +� �. •YA ii "d• iFi• i'1"ij ._. - - '�1� � _. .. - _��...• -• - �.a.a'. --_ -.. -� �i � - 1 ° �. •=�iC� r.:- � L� i� i��t� � � :•ii,. iii: -' a, �►. �� l� FOR VON PLAKIING OF TWO (2) SMALL CALIPER (1.5'- 2") TREES FROM THE APPROVED LIST OF TREES ON PAGE 11-3 SErnON :W I � r '� - - --- - 11 ` �-- ---------- i'- - /iji-i lo i i��, 0 - - ., a.. - a. M• • a• FIRE LAM CKANGEOZ ND ,.. , iT r WAT v a 1 i s a ` I Tj PROPER LW , N 4215'51 _ A— .wdr."�au��;i��.�a>•r�.._ -.r ��r+.�...a�t�- .,.�.an.•a ra .er�.�nva var•�.�.•a.t vta t.n� a,wi ►�� +��u���.. ..w �.t.cr..•a� PY . iI • 'Td �C'i� a. ��....- " - - - • - �.J��a - `_y 71 � - - - "� -..• �. _�Z� ...: � ��� �/ s � � - ,: "�. ia" : A� i'i v 1 +�q L 1'i i• -:, go M FOR /Mmom ���i '� ✓/ .� _. r � ► � II �� � . • �,� tier ,. X111• 1O1 ARM `� . F'y / /�i-i� G,' % ` /, y i��i�' 7 ►` ►/!J ••` ��r',�'7,i •�\ Iell1 /�i `� \'` �wl •' �;7,n"'f�' i ^��, • �y�_•� e o � / M �,! i • � �j, `` - �I''!yI / +try � _�� �v,� i �� ALA. r; ��i� ri= ;�. ?li i ' !�'Lc rii r o-r PAR N TRACT MlE , • PROPOSED SITE PLAN 4 p HI 0 - # [G SCALE: 1" = 20' —OURT+ I mW8 ft- , Im ]• �. PIPE I' LAN WATO MIR PEDESTALS (2) ,: • -- �r� ]• t: , LIGHT h ] m w - MEY i ll►�i��/.\ ] ] �SNAA�-/ r— \�— ;/�%.�1}. /.•�• r•_N��t�.`�.ANNrL r'>•i�NNNY•'.!•1Nr1 \.•I �•�'�fl��J �r`•��AtH.ir:N� '•�� ' "! \• iC:i• i'i v .. '�1 r - .tJ,.• - - - - ��J:. -, iIt•r+i'y `� �7. _ \it I.�. '/ s - i\r it : a\ - NEW IV-Cr IN HEWT f� -- .� . LIGHT POLE-\ IH s ' a. LAN R `ms j � • r : G5/ • i, { �i! �` V / %�//, II/ r �� v� / / / /::'I,! '7 /1ii�i� ,In / �:�.. /'iii ,r �/' ` f/� I/L,17(LL:L(LL!_ ..rllllL(lLls_ `�Ii � 1 �1•�.�n�r�� \, r..�� 77 _ s� 7>/w� i `//1l y'71G':T ►.r�t'!�/ !' !F' . 7J'711 ' Q ._ �. �!� - r � --- - - - - -- ----------------- - - - - -- - - --------------- - - - - -- ------------------------ - - - - -- -- - - -- -- -- - wig Hi s) c SCALE: 1" = 20'- 0140ana NOW Q2 FOM6MY EDSEL G JONES (VOLUME 3003. PAGE 254) 77.494 ACHE TRACT ZONED R -1 EXISTING FENCE — CURB k I I \\ l I I I I I I I I I I I ( II I I I I� 1 1 � I I 1 � E:) I IIII 11 im 1 NO { I I L' I I I S 47' 03_ 25' E _ 26 0.46' _ Now OR FOIEALY DELPH ROSS (VMWE 2550. PACE 112) 1.691 ACNE TRACT ZONED A -0 EW STORAGE BUILDING r NIZ d F'dl= SALUE 911TH (VOLUME 134, 14M PACE 320. 539) 4.0 ACRE TRACT 2040 A-0 t I ( � n I �XMIING SEPTIC ,EXtS STORAGE SUILIANG TO BE RELOCATED CONCEPTUAL TE PAN NOTEC_. -._. CON a NEW CONCRETE DUMPSTER PAC) w/SCREENNG 6E GATES r 1 ) 1. THIS CONCEPTUAL SITE PLAN IS NOT BASED OFF OF AN ACTUAL ON- THE - GROUND SURVEY, BUT COGS TOPOG'RPAHICAL MAPS (AERIAL 1994) AND MINIMUAL MEASUREMENTS TAKEN IN THE FIELD. 2. PROPOSED IMPROVEMENTS DO NOT FULLY COMPLY PATH THE UDO, BUT ARE BASED ON THE LAND PLAN. PREPARED BY CARSON PLANNERS, AND ACCEPTED BY TIIDOT. POST COLLEGE 3. THE PARKING SGENERIOS FOR THIS DEVELOPMENT ARE AS FOLLOWS: EMAIL: METCALF ENGINEERING OFFICE BOX 9223 STATION, TEXAS 77842 me116ie4@varimn.net 1 SPACE ER 65 SO.FT. ( .FT. / 65) - 57 SPACES (w/2 BEING H/C ACCESSIBLE) 8 56 REGULAR SPACES OFFICE .(979)690-0329 FAX- (979)690 -0329 CELL •(979)219Ht74 KOPPE BRIDGE ;� n• sm 2 H SPACE T 515 SPACES 28 E�XIS NG SPACES 30 NEW - RELOCATED SPACES TOTAL - 515 SPACES RESTAURANT F_ I { �J (1— STORY) (4,335 SOUARE —FEET) I w4RNO ROQUtASE v NC 10 NN -� ■ • NEA ! 010KS AS-13 RAMP O6 1� I I � I V I A // 4.W I LOCATION ACCESS E 03 o EXISTING ROCK NEW PAVEMENT EDGE SEW H.MAG I - NO CURB a GUTTER S 47' 03' 10' E = 260.31'!' I4,I J �- - Il EW R.O.W. )( LINE REMOVE CASTING 6Ag MATERIAL t REPLACE .ALA1NDSCAPVIO 844.62' DRIVEWAY SPACING I FM 2154 N WELLBORN ROAD 1 1 1� Now ON FCIIPRLY RICHARD PENA (VOLUME 4970. PAGE 466) CONCEPTUAL 3.1 ZOM -0 T DRAWING ONLY NOT FOR CONSTRUCTION PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 2, 2005, IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. m CONCEPTUAL TE PAN NOTEC_. -._. CON a RA13ON � j ® // �r ®� 1. THIS CONCEPTUAL SITE PLAN IS NOT BASED OFF OF AN ACTUAL ON- THE - GROUND SURVEY, BUT COGS TOPOG'RPAHICAL MAPS (AERIAL 1994) AND MINIMUAL MEASUREMENTS TAKEN IN THE FIELD. 2. PROPOSED IMPROVEMENTS DO NOT FULLY COMPLY PATH THE UDO, BUT ARE BASED ON THE LAND PLAN. PREPARED BY CARSON PLANNERS, AND ACCEPTED BY TIIDOT. POST COLLEGE 3. THE PARKING SGENERIOS FOR THIS DEVELOPMENT ARE AS FOLLOWS: EMAIL: METCALF ENGINEERING OFFICE BOX 9223 STATION, TEXAS 77842 me116ie4@varimn.net 1 SPACE ER 65 SO.FT. ( .FT. / 65) - 57 SPACES (w/2 BEING H/C ACCESSIBLE) 8 56 REGULAR SPACES OFFICE .(979)690-0329 FAX- (979)690 -0329 CELL •(979)219Ht74 ;� n• sm 2 H SPACE T 515 SPACES 28 E�XIS NG SPACES 30 NEW - RELOCATED SPACES TOTAL - 515 SPACES 4. AN IRRIGATION SYSTEM MLL BE INSTALLED FOR THE NORTHMOST PARKING AREA AND NEW LANDSCAPING PLANTED ALONG WEST PROPERTY LINE COMMON RWTH THE R.O.W. LINE OF WELLBORN ROAD. 3. STREETSCAPE FOR WELLBORN ROAD OR SAVE LANE WILL BE IMPOSSIBLE TO OBTAIN. MINIMUM LANDSCAPING WILL BE INSTALLED ALONG THE PROPERTY FRONTAGE. S. PER THE CARSON PLANNERS REPORT, NO ZONING OR PLATTING IS ANTICIPATED. Now ON FCIIPRLY RICHARD PENA (VOLUME 4970. PAGE 466) CONCEPTUAL 3.1 ZOM -0 T DRAWING ONLY NOT FOR CONSTRUCTION PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 2, 2005, IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. m Q N M W W NC7 BIN a Box 15005 V, TX 771505 (979) 764 -2933 (979) 1546 -9226 MARCH 11 RA" METCALF ENGTNEEFWG CLIENT NO. PROJECT N0. 156 - 0240 C! m? 67'7 CONCE PTUAL SITE PL AN NOTES: 1. THIS CONCEPTUAL SITE PLAN IS NOT BASED OFF OF AN ACTUAL ON- THE - GROUND SURVEY. BUT COCS RABoN • METCALF I NOM °1 Y°t SALLIE SMITH (10L1AE 134. IS% PAM ZIM 4.0 ACRE TRACT ZGFJED A-0 �) F�9 i ®� TOPOGRPAHICAL MAPS (AERIAL 1994) AND MINIMUAL MEASUREMENTS TAKEN IN THE FIELD. 2. PROPOSED IMPROVE MENTS DO NOT FULLY COMPLY WITH THE UDO, BUT ARE BASED ON THE LAND PLAN. PREPARED BY CARSON PLANNERS. AND ACCEPTED BY TRDOT. 3. THE PARKING SCENERIOS FOR THIS DEVELOPMENT ARE AS FOLLOWS: ENGINEERING POST OFFICE BOX 9273 COLLEGE STATION, TEXAS 7M2 EMAE.: msm&.w@vwtm d I I I II I S 47' 03_ 23' E —28 46' ym a• 9m 1 SPACE PER 55 SOFT. (4.335 SOFT. / 6 - 67 SPACES (w /2 BEING H/C ACCESSIBLE) REGULAR SPACES 2 TOTAL SPACE TOTAL � W SPACES 3 0 NEW - RELOCATED SPACES TOTAL - 56 SPACES PAX (979 0329 FAX - (9 979) 2 CELL- (9l9)219�174 I II 4. AN IRRIGATION SYSTEM WILL BE INSTALLED FOR THE NORT (MOST PARKING AREA AND NEW LANDSCAPING PLANTED ALONG WEST PROPERTY LINE COMMON WITH THE R.O.W. LINE OF WELLBORN ROAD. I MOR tlt FtlfALY I S. STREETSCAPE FOR WELLBORN ROAD OR SALVE LANE WILL BE IMPOSSIBLE TO OBTAIN. MINIMUM LANDSCAPING WILL BE INSTALLED ALONG THE PROPERTY FRONTAGE. 15' WOE PaYATE ACCESS EATi11IN I I 1 y DELPH ROSS OCLUME 238% PACE 112) 1.0111 ACRE IRACT ZONED A -0 I 6. PER THE CARSON PLANNERS REPORT. NO ZONING OR PLATTING IS ANTICIPATED. II I I I I I EW STORAGE BUILDING I I RIC HARD OR FO ND" RICHARD PENH PENA (YOUIME AM PAGE U0) 3 ,112 �0 T CONCEPTUAL DRAWING ONLY I I I I NOT FOR i I I I II 4 I tt I 1 ( ' NOW OR F(MIFAI.Y I m EDSEL G JONES v I I (VOLU 3003. PAGE 259) 77.484 ACRE I11AC7 I ZONED R -i I I 5 1' 0 � wsmc SEPTIC FEW —� w ST1NC STORAGE NEW CONCRETE BUEDMG TO BE IELOCATED DUMPSTER PAD r— 1 w/SCREENINC k GATES ) ._.L - -1_ — I ••_ _O 1J -'•' I I I N (� x I CONS PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY NO. 88583. M ETCALF. P.E. 2, 2005- I CONST " RUCTION, BIDDING OR PERMIT PURPOSES. I � I Exsw*c BOARD FENCE - TO BE ( I I NE T NO CURB k GU NEW H.N.A.0 PAVEMENT w /CONCRETE CURB e I GUTTER f� KOPPE BRIDGE -- -�-- -+ RESTAURANT ANT �� I (1- STORY I_J (4335 SQUARE -FEET) �— .00' •00' I I — — 1 I (DI RAMP ® O NEW H.MAC. I EXISTING ROCK NEW PAVT7JENT EDGE NO CURB 8 GUTTER 1 MSTING ROCK O ' AUe P a DM%e5 TO AIR ( ; o z w x ~ • 1— W X F W g 0 . R ig 1(�L,11 a is S 47' 03' 10' E — 260.38' ` + — I I I/ I W ao.w. LINE I / REMOYE ERSTI B AS REPIACE 4.00' I MATERIA A�SCAPINC I / L 1 144.82• DRI*'WA SPACING w I I k ` / I I ' KpPP RESTAURANT C/o OELPH ROS P.C. Sox aOO5 BRYAN. TX 77805 OFF: (979) 764 -2933 FAX: (979) 646 -9226 FltENN1E:024OCPta I SC&C- l' -20' NSM DATE: MARCH I1. 2005 DRAWN BY: RAM. CHIGM BY: RAM. FlEL.O 1110011: N/A I PALLS: A RABON METCALF ENGINEERING CLIENT "°' PROJECT "°' 156 — 0240 LOCATION DRIVEWA ACCESS EASEMENT FM 2154 ^' WELLBORN ROAD CP =2 CONCEPTUAL SITE PLAN NOTES R ABON • I 1. THIS CONCEPTUAL SITE PLAN 15 NOT BASED OFF OF AN ACTUAL ON- THE -GROUND SURVEY, BUT COGS METCALF TOPOGf2PAHICAL MAPS (AERIAL 1994) AND MINIMUAL MEASUREMENTS TAKEN IN THE FIELD. E NGINEERING ( Now OR FnMMy R SO �LY NTH THE UDO, BU ARE BASED ON THE LAND PLAN, PREPARED SALLIE SMITH (VOLUME 134, 164 PACE 320, 538) — ® BY CARSON�D PLANNERS. AND ACCEPTED BY TrxOOTT.T P08T OFPICH BOX 92]3 COLLE(� STATION, TEXAS 77642 4.0 ACRE TRACT ZONED A-0 3. THE PARKING SCENERIOS FOR THIS DEVELOPMENT ARE AS FOLLOWS: aEgum EMA L 4m I PER 65 SOFT. (4,335 SOFT. / 65) - 67 SPACES (w/2 BEING H/C ACCESSIBLE) OFFICE•(979)6960329 PAX - (979)6900329 56 REGULAR SPACES CELL - (979)219 -4174 S 47* 03_ 25' E _ 26 0.46' _ _ _ _ _ _ _ _ 21 sm 2 SPACE _ TOTAL • 58 SPACES 28 %1 NC SPACES ' I I 30 NEW - RELOCATED SPACES , TOTAL - 58 SPACES I II I 4. AN IRRIGATION SYSTEM WILL BE INSTALLED FOR THE NORTHMOST PARKING AREA AND NEW LANDSCAPING PLANTED ALONG NEST PROPERTY LINE COMMON WITH THE R.O.W. LINE OF WELLBORN ROAD. I 5. STREETSCAPE FOR WELLBORN ROAD OR SALVE LANE WILL BE IMPOSSIBLE TO OBTAIN. MINIMUM LANDSCAPING MALL NON ai FOMF %Y 4 BE INSTALLED ALONG THE PROPERTY FRONTAGE. 10' WOE PRIVATE ACC1ESS EA]EwINT DELPH ROSS (VOLUME ZS6% PACE 111) 6. PER THE CARSON PLANNERS REPORT, NO ZONING OR PLATTING IS ANTICIPATED. I I LIST ACRE TRACT ZONED A -0 I I� EW STORAGE NOW O R FO RD P ENA PoCH A AVE (VGLl111E 6838. PACE 200) CONCEPTUAL I I BUILDING 3.1CRE TRACT 1 A 2a4m A_D D RAWING ON �I { NOT FOR CONSTRU �343111`10 SEPTIC FIELD 1 N PRELIMINARY THI �---+ ' THHEPURPOSE OF INTERIM FOR TER M REVIEW UNDER THE AUTHOPoTY M MAY 81 I {I DING STCiA> NEW CONCRETE w/$CREENINC de TO BE RELOCATED DUMPSTER PAD GATES r i I NO. 8856 ON 2F 2005. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. m ) — _ I v NDW di FaIERLY FUSEL G JONES V n 13 t I ( 77.4844 ACRE ' .........� — -- I t —` -.! 201E0 R -I I E FENGE - TO ME OPPE BRIDGE �-- — RESTAURANT { ;o ( � f ) flS� (4,335 SQUARE -FEET) �— A z A DDII ( Ran NC S O ON P ING A1 a DRI To wN NE NO CURB aTGUTTER .— �--:t in NEW H,N,A.0 PAVEMENT I w /CONCRETE CURB g ` ---- RAMP 1 I 1 , � W Ir k GUTTER ��� — ♦ I NEW H.MAC. ( EXISTING ROCK NEW PAVEMENT EDGE - NO CURB a GUTTER y W CL I ---��` - -- ----------- 7 4— S 4T 03' 10" E — 260.36' I 4 1 ( _ �1 1 V ( Ew R.O.W. I ( / I I IJ 1 CI KKQQPPE BRIDGE RESTAURANT DE1PH ROSS I REMOVE ERa11 USE / 4. I wAIFTBALA�SC�C I C/O P.O. BOX 8005 BRYAN. rX 77805 2 22 / •.144.62' DRIVEWAY SPACING S I I FAX: (979) 848 96 Faf7YAE;0140GPIB I 9CKE:1'-10 � ♦♦ I I11 PC ATE: MARCH 11, 2006 DRAM BY: RAN. / \ 040M BY: RAM. nEUP BOOR: N/A I PAGES A RABON METCALF ENGINEERING AOC «, :i�INT FM 2154 N WELLBORN ROAD CLIENT ND. PROJECT ND. 1 56 — 0240 ACCESS EASEMENT CP=2 SNEU NQ 1 OF i \\ CONCEPTUAL STE PLAN NOTES: t. THIS CONCEPTUAL SITE PL AN IS OFF OF AN ACTUAL THE - GROUND SURVEY, BUT COGS R ABON • METCALF N°w ` 01E1 ` 7 N A MII TAKEN TOPO(i2PAHICAL NAPS (AERIAL 1984) AND MINMUAL MEASUREMENTS TAKEN IN THE FIELD. ENGINEERING SALLIE SMITH LI (VOLUK 134, Ift PACIE 32e, SM) / ®IB3 2. PROPOSED IMPROVEMENTS 00 NOT FULLY COMPLY WITH THE UDO, BUT ARE BASED ON THE LAND PLAN, PREPARED BY CARSON PLANNERS, AND ACCEPTED BY TKDOT. 11,0 ACRE TRACT ZONED A - O / J. THE PARKING SCENERI05 FOR THIS DEVELOPMENT ARE AS FOLLOWS: REWREDI POST OFFICE BOX 9253 COI.I.EaF STATION, TEXAS 778!2 ENAX _.sin w®vvixwn• S 47' 03_ 25" E 25 0.46' m ym 40 1PER 65 SOFT. (4,333 SOFT. / 65) - 67 SPACES (w/2 BEING H/C ACCESSIBLE) EXISTING: sa REGULAR SPACES L O OFFICE - (979)690-0329 FAX - ( -03 979) 69029 CELL - (979)279Ii74 _ — — — — — — — _ Il" _ 2v A 2 N SPACE 1p 7 TOTAL - SE SPACES II I I I I ( z ou EXISTING SPACES jj� TOTAL 38 SPACES SPACES I 4. AN IRRIGATION SYSTEM WILL BE INSTALLED FOR THE NORTHMOST PARKING AREA AND NEW LANDSCAPING PLANTED I I ALONG WEST PROPERTY LINE COMMON WITH THE R.O.W. LINE OF WELLBORN ROAD. I NOW OR FCAW&Y ( S. STREETSCAPE FOR WELLBORN ROAD OR SALLIE LANE WILL BE IMPOSSIBLE TO OBTAIN. MINIMUM LANDSCAPING WILL BE INSTALLED ALONG THE PROPERTY FRONTAGE. ,e' w5c PRIVATE ACCESS EASEMENT I I DELPH ROSS (VMUME nN. PACE 112) LM ACRE TRACT I 6, PER THE CARSON PLANNERS REPORT, NO ZONING OR PLATTING IS ANTICIPATED. ( ZONED A -0 II I EW STORAGE I I Ro 4ARO PE NA RICHARD PENH I I BUILDING (VOLUME 5838. PAGE Zee) 3.t2 CONCEPTUAL I zoNm A -0 ZO NED -0 DRAWING ONLY i I NOT FOR I CONSTRUCTION `___� II II - 15 �' I 3111105 -- ---- - � 578TG EEPTIC FIELD i y PRELIMINARY ' 1 STORAGE I THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM R EV I EW UND e) 1 ' BURRING TO BE RELOCATED NEW CONCRETE DUMPSTER PAD w/SCREENING 8: CATES r— 7 1 • OF RABON A. METCALF, P.E. N0. 88563, ON MARCH 11, 1 1-- — -- — 1 FOR CONST UCTION, BIDDING OR PERMIT PURPOSES. _L_ I EOSEL C JONES i (D t3 (VOLUME 3003, PACE 259) 77.W4 ACRE TRACT .......... V ( I Oki — - e ZONED R -1 I 1 1 EETINC � I 11 KOPPE BRIDGE I REMO -- RESTAURANT I �- I I �' 0{ (1 -STORY) (4 ,333 SQUARE -FEET) MSRNC ROCK O P ONVE T O NN N a N A�S-S NEW PAVEMENT EDGE - NO CURB d< GUTTER �•/ •Y�iJ � 64 NEW H.M.A.0 PAVEMENT GUTTER ETE CURB & I O I RAMP 0 is CA r - - - H.MA.C. 1 EXISTING ROCK NEW PAVEMENT EDGE m N N 11 NEW _ CUTTER NO CURB zz r W CL i ► 2 47' � 10" E — 260.35' 16 ( r t3 �2 � lh J ck 1 / I / UNE R.O.W. I 11y1' , � KOPPE 1 1 REMOVE EMSRNG BASE MATE" ACE NggC� I _ TAURT BRIDGE M7 C/O DELPH ROSS P.O. Box aOO5 BRYAN, TX 77603 / ` I ` "1Y\S►d� OFF: (979) 784 -2933 ' \ c..�o�- q co ' FAX; (979) 846 -9226 FSEIYY/E:02400PIA I SCAE:t -20' WJYW DATE, t,, 20011 DRAIN BY; R.AMMNecN 04Ep4D BY; RAM. n" BOOK: N A PAQS: A NEW DRI=IASEMENTT L FM 2154 �+ WELLBORN ROAD CLIENT METCALF ENGI N O . ACCESS 156 - 0240 cp al SHEET N06 I OF 1 CONCEPTUAL STE PLAN NOTES R ABON l � ® 1. THIS CONCEPTUAL STE PLAN IS NOT BASED OFF OF AN ACTUAL ON- THE - GROUND SURVEY, BUT COOS AND MINIMUAL MEASUREMENTS TAKEN IN THE FIELD. • METCALF TOPOGRPAHICAL MAPS (AERIAL 1994) ENGINEERING Nova mM SMITH ITH , 2. PROPOSED IMPROVEMENTS DO NOT FULLY COMPLY MATH THE UDO, BUT ARE BASED ON THE LAND PLAN, PREPARED 1 (VOLUME 134 174.. 100, PACE J20. 330) ®Z BY CARSON PLANNERS, ANO ACCEPTED BY T11D0T. POST OFFICE BOX 9273 I 4.0 ACRE TRACT ZONED A-0 3. THE SCENERIOS FOR THIS DEVELOPMENT ARE AS FOLLOWS: COLLEGE STATION, TEXAS 77542 EMAIL: - 4y�.aAvariT - as 1 SPACE PER 65 SOFT. (4,335 SOFT. / 65) - 67 SPACES (w/2 BEING H/C ACCESSIBLE) 29 •(979 979)690-0"329 329 FAX m 4)07 EXISTING 56 /SQUEAK SPACES E • ( - ( CL •(979) 219174 S Cr 03_ 23' E — 28 0.48' _ _ _ _ _ _ a• . sm 2 SPACE _ _ _ _ _ _ _ _ _ TOTAL . 58 SPACES II ► 30�RELOCATEED SPACES TOTAL - se SPACES 4. AN IRRIGATION SYSTEM WILL BE INSTALLED FOR THE NORTHMOST PARKING AREA AND NEW LANDSCAPING PLANTED I ALONG WEST PROPERTY LINE COMMON WITH THE R.O.W. LINE OF WELLBORN ROAD. 5. STREETSCAPE FOR WELLBORN ROAD OR SALLIE LANE WILL BE IMPOSSIBLE TO OBTAIN. MINIMUM LANDSCAPING WILL Now ea FoveTLr 1 BE INSTALLED ALONG THE PROPERTY FRONTAGE. IV 400E PRVATE ACCESS EA9EIIDIT ( DELPH ROSS (wuRrE 2550, PACE 112) I 6. PER THE CARSON PLANNERS REPORT, NO ZONING OR PLAT IS ANTICIPATED. I 1.551 ACHE TRACT I ZONED A -0 I I 1 I , STORAGE � NOW OA FOYEEfiLY RICHARD PENA CONCEPTUAL (VGLUME 5575. PAGE 2511) a12 ACRE mAer i I I BUILD ZONED A-0 � DRAWING ONLY NOT FOR CONSTRUCTION r - - - - -� 1 a 1 I II 15 1 RN0 SEPTIC FIELD 1 N PRELIMINARY THIS DOCUMENT IS RELEASED 1 O FOR THE PURPOSE OF INTERIM REVIEW 1 1 STORAGE NEW CONCRETE ' OF RABON A. METCALF, P,E. 1 aLAroIBE RELOCATED DUMPSTER PAD r— 1 w CREENNC a GATES ) 1 NO. 6$563, ON MAY 2, 2005. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDI 1 .. — - -L — — — I PERMIT PUR Now OA FoMeTLr � 1 141 rn EDSEL G JONES — e V (VOLUME 7005, PACE 255) v I 1 ••••� -•n Sm 77.404 ACRE TRACT 10 — -- ZONED R -1 I 1 KOPPE BRIDGE I mo — VOSIING FORM - RIG — �--� 1 RESTAURANT 1 I m ~ R a 1 (1- STORY) I � I( 1 (4,335 SQUARE -FEET) >oanNC R=4SASE P AREA DRIVE TO MN NEW PAVEMEN No CURB Sc GUTTER 1 I _ r �' O I/ NEW H.M.A.0 PAVEMENT w /CONCRETE CURB dM RAMP ` Q 1 RJ g g S gS GUTTER 1 - - - -� (DI ( N N NEW H. MA-C- 1 EXISTING ROCK NEW PAVEMENT EDGE I By - NO CURB E CUTTER I m W CL 4r 03 10 E 2 60.38 1 1 J III R.O.W LLIE}�E®YLOB I Kr BRIDGE RESTAURANT REMOVE EXISTI BASE / 24A MATERIAL & RE PLACE I I C/0 DEL I M ROSS P.O. Box BOO5 AANDSC BRYAN. TX 778pS OFF: (979) 764 -2933 +14 4.$2' DRIVEWAY SPACING 9 I I I FAX: (979) 848 -9226 FSENIAE:024OCP10 SCALE:1' -20' ISIM DATE MARCH 11. 2005 / ORMIN BY: RAM. " �.` / \ QUO m: RJU4 FIELD NOW N/A I PAGES: N/A RNM METCAV ENGINEERING CLIENT No. PRQ)E I NEW DRIVEWAY L . /JOINT FM 2154 ^A WELLBORN ROAD ACCESS EASEMENT 156 — 0240 CP =2 SHUr NM 1 OF 1 AIL 7,300 SQ.FT. CONSIDERED LANDSCAPING LIMITS 0 4' WALK 0 1 VUIDTHrt ELECTRICAL 0 UTIUTY ASEMENT r r 1 � CP N W 01 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT W 2 ' PUBLIC rn UTILITY ASEMENT 1 N J S 42' 16' 07" W - 312.66' PORTION OF BLOCK 4 CALLED 0.70 ACRE TRACT 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM = 281.20' FL= 267.60' LANDSCAPING PLAN SCALE: 1"=20' TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT AGAINST SLIPPING OF RUBBER HOSES. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1"0 RUBBER HOSE 2 "x2 "x8" PINE STAKES OR METAL "T" POSTS (MINIMUM OF TWO) PINE BARK MULCH (MINIMUM 2" THICK) NEW TOPSOIL w /FERTILIZER (MINIMUM 8" DEEP) J "x4" STEEL EDGE (OPTIONAL, EXCEPT AT 3 x BALL DIAMETER CURBS & SIDEWALKS), (5' MIN) COLOR SPECIFIED BY ARCHITECT z z TREE PLANTING N.T.S. A_ _/// 2 0 r `•c'' rY� C o w W �o 0 NEW TOPSOIL J (MINIMUM 6" THICK) SHRUB PLANTING N.T.S. PINE BARK MULCH (MINIMUM 2" THICK) r— FINISH GRADE .-. z cV LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LISCENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDIANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. ANY ADJACENT PROPERTY AND RIGHT —OF —WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 3. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 4. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 6. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 7. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA. 8. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A DOUBLE CHECK VALVE OR A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AS INSTALLED PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS — CERTIFICATION OF COMPLETION. SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE —I0— WOOD PRIVACY FENCE —UE UNDERGROUND ELEC. LINE — OHE — OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR OA/c AIR COND. COMP. Mwv WATER VALVE OwM WATER METER ® ELECTRICAL TRANSFORMER EDGM GAS METER OO MH MANHOLE OCA CLEANOUT -0-m FIRE HYDRANT ®T' TELEPHONE PEDESTAL — --- BUILDING SETBACK LINE - ---- PROPERTY LINE EASEMENT LINE LANDSCAPING REQUIREMENTS SITE AREA METHOD: CANOPY REQUIREMENTS: 0.168 acres = 7,3002 sqft. ® 30 pnts. /1000 sqft.: 50% CANOPY TREES: (800 x 507o) = 400 pnts. (7,300/1000 x 30) = 219 pnts. REQUIRED = 400 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. PROVIDED = 450 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 830 pnts. LANDSCAPE SCHEDULE SYMBOL N0. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS PLANTS NAME NAME 3 2.1" TO 3.4" QUERCUS WATER PROPOSED 30 GALLON 450 CALIPER NIGRA OAK CANOPY TREE 0 6 15 GALLON LAGERSTROEMIA CREPE PROPOSED NON— CANOPY MAX. 4' SPACING .25" CALIPER PER CANE 240 INDICA MYRTLE TREE RED OR DK.PINK COLOR 210 5 GALLON ILEX CORNUTA BUFORDI DWARF BUFFORD PROPOSED MAXIMUM 140 NANA HOLLY SHRUB 3' SPACING Is r PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. HARVEY ROAD EAST " STATE HIGHWAY 30 c FIRE t HYDARNT Lo CD I NITARY SEWER NHOLE I I I I I I e 4 0 I I _ 4 -4 It I I t b t t t m -0HE- - -OHE - t O � b � m t b � N i t � t I � b �E t of t b t N t r 1 37 b t t 't 1 UBLIC b 'AR SEWER j t Z t Q b 1 _ u 1 t PUBLIC t ASEMENT .J. t � t W b o t 0 t r 1 m• b � t LOT A, BLOCK 4 by CALLED 1.711 ACRE TRACT SEWER ZONED: PDD -B Cl EANOUT --•_� F� SCREENED DUMPSTER PAD \ � 4" `. ---- R ss SEW 40' LANDSCAPE BUFFER VARIABLE WIDTH OVERHEAD ELECTRICAL EASEMENT 15' BUILDING LINE - - i t t b m t t i b rn t t b t t b m b A t t t b t t t b 1 NOW OR FORMERLY ILFI DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT ZONED: A -P Y r aA° 1 m t � 1 b A Y t VICE' t b i 20' PUBLIC ' UTILITY EASEMENT � t b x ig I b S 42' 16' 07" W - 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 b MARY D. ALLEN CALLED 0.70 ACRE TRACT VOLUME 2338, PAGE 322 ZONED: A -0 � t 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM= 281.20' FL= 267.60' N 1 1 c� N CIVIL SITE PLAN SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 —YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND — MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT —OF =WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5, DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). CITY OF boo BRYAN ��• / / � / 11 Aq O 4 P VICINITY MAP '� RE �A'f 1� CITY OF COLLEGE STATION . I - 0� A1 41110 1 two SCALE: 1" = 20' SYMBOL & LINE LEGEND O CHAIN LINK FENCE Lo CD WOOD PRIVACY FENCE T C44 NOW OR FORMERLY —OHE OSCAR & SWANY W —w— PARULIAN —s— VOLUME 2367, PAGE 23 yam► LOT 3, BLOCK 4 a CALLED 0.97 ACRE TRACT L[)' ZONED: A -0 M AIR COND. COMP. 00 WATER VALVE d WATER METER ® ELECTRICAL TRANSFORMER d' GAS METER z 0 8.09' --r -4 It I I t b t t t m -0HE- - -OHE - t O � b � m t b � N i t � t I � b �E t of t b t N t r 1 37 b t t 't 1 UBLIC b 'AR SEWER j t Z t Q b 1 _ u 1 t PUBLIC t ASEMENT .J. t � t W b o t 0 t r 1 m• b � t LOT A, BLOCK 4 by CALLED 1.711 ACRE TRACT SEWER ZONED: PDD -B Cl EANOUT --•_� F� SCREENED DUMPSTER PAD \ � 4" `. ---- R ss SEW 40' LANDSCAPE BUFFER VARIABLE WIDTH OVERHEAD ELECTRICAL EASEMENT 15' BUILDING LINE - - i t t b m t t i b rn t t b t t b m b A t t t b t t t b 1 NOW OR FORMERLY ILFI DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT ZONED: A -P Y r aA° 1 m t � 1 b A Y t VICE' t b i 20' PUBLIC ' UTILITY EASEMENT � t b x ig I b S 42' 16' 07" W - 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 b MARY D. ALLEN CALLED 0.70 ACRE TRACT VOLUME 2338, PAGE 322 ZONED: A -0 � t 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM= 281.20' FL= 267.60' N 1 1 c� N CIVIL SITE PLAN SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 —YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND — MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT —OF =WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5, DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). CITY OF boo BRYAN ��• / / � / 11 Aq O 4 P VICINITY MAP '� RE �A'f 1� CITY OF COLLEGE STATION . I - 0� A1 41110 1 two SCALE: 1" = 20' SYMBOL & LINE LEGEND —0— CHAIN LINK FENCE --D— WOOD PRIVACY FENCE —LIE UNDERGROUND ELEC. LINE —OHE OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR DA /c AIR COND. COMP. D4wv WATER VALVE ®WM WATER METER ® ELECTRICAL TRANSFORMER ®G+ GAS METER OMH MANHOLE oc.0. CLEANOUT -6FI FIRE HYDRANT OTP TELEPHONE PEDESTAL -- --- BUILDING SETBACK LINE --- PROPERTY LINE -- EASEMENT LINE PARKING REQUIREMENTS: ORDINANCE: RESTAURANT w/DRI VE—TH ROUGH: 1 SPACE PER 100 SQ.FT. REQUIRED: 5,434 SQ.FT. RESTAURANT. (5434/100) = 54 SPACES PROVIDED• 72 STANDARD SPACES 1 REGULAR H/C SPACES 2 VAN H/C SPACES TOTAL PROVIDED = 75 SPC. RABON `} ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 PRELIMIN THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. SEWER (gpd) 3,900 15,600 V) WATER (gpm) 6 24 z Ld : W W z V) a. < X � M z i Y W Q OQ Of) W �_ 0 F- o I j 0 Z w W 'H � _j o >/�/ V) � > �] ^ ® V) N X 0 j U LLJ m Z3 m a Q 1- W J 0 0) O CL pr) U z CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF: (979) 764 -2933 FAX: (979) 846 -9226 FILENAME: 0194SP1 SCALE: 1"=20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 156 - 0 194 • 14: SHEET NO. 2 OF 4 Q� UTILITY DEMANDS (EXISTING RESTAURANT) PEAK TYPE AVG. (4.0x) DEMOLITION NOTES: 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. UTILITY CONTACTS: COCS: ELECTRICAL DIVISION — (979) 764 -3660 COCS: WATER & SEWER DIVISION — (979) 764 -3435 VERIZON: JOHN ARNOLD — (979) 821 -4791 TXU GAS: KIMBERLY WINN — (979) 774 -2506 COX COMMUNICATIONS: MIKE LAVENDER — (979) 846 -2229 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 3. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 4. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH THE OWNER TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF SERVICES AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE OWNER PRIOR TO COMMENCEMENT OF WORK. 6. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF —SITE. 3' LONG WOODEN POST 0 10' SPACING O.C. (MAX) EXISTING GROUND (DOWNSTREAM) 24" HIGH SILT FENCE, AS MANUFACTURED BY SILT STOP OR EQUIVALENT COMPACTED FILL SILT FENCE BURIED ii\ A 6" BELOW GRADE (UPSTREAM) SIDE MEVI 0 w ao 0 r X W 4 io m SILT FENCING N.T.S. TIE SILT FENCE THER AT JOINTS NYLON CORD COMPACTED FILL NG GROUND EROSION CONTROL NOTES 1. THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE— SEEDING AND MULCHING OR RE— SODDING, IF NECESSARY. 2. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE C°EANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF 'SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 3. SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND /OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION "SHALL BE HYDRO— MULCHED SEEDED PER THE LANDSCAPING PLAN (SEE SHEETS C1.3). THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. ABON�` ETCALF ff uclk ' 1\ POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com 0 20 40 OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SCALE: 1" = 20' SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE — WOOD PRIVACY FENCE --UE UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE Q) POWER POLE LIGHT POLE GUY WIRE ANCHOR IA /c AIR COND. COMP. Mwv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER ©MH MANHOLE oc.o. CLEANOUT �FH FIRE HYDRANT HIP TELEPHONE PEDESTAL --- — BUILDING SETBACK LINE - - ----- PROPERTY LINE - - - - -_— C A CC\ICAIT 1 IAIC rKLUMINARwir BENCHMARK #1 ELEV= 281.20 ®/® Ml 16 16 RIM OF SANITARY SEWER MANOLE LOCATED NEAR "PLAN" SOUTHEAST CORNER OF PROPERTY METAL "T" POST @ SPACING (MAXIMt [ Ire � 14 a E , L M , wor I I l THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. Z V) Q Z J Lj Lij CL 0 ( CL Q QX Lj L D F- z F_ Q m 0 co 0 � WW Z W ® ~ U-) TREE J •�• w Z ® (n ° Lij LILT ° W =V) N a LiJ >- w § ax =0 >Qm W� � � F- [/� Lv C � J L/ J V � L0 0 r e 4 c) ►RRICADING FENCE SHALL MAINTAIN THROUGHOUT IE COMPLETE DURATION OF )NSTRUCTION ING GROUND (TO NDISTURBED) 0 0 Z v� X LiJ Q CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF: (979) 764 -2933 FAX: (979) 846 -9226 FILENAME: 0194SP0 SCALE: 1"=20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT 156 - 01 SHEET NO. 1 OF 4 ,oq EXISTING SITE DLMULI i IUN & Zgvvrr rL.HON SCALE: 1"=20' 'i O O mot' 1 5' BUILD LIN SCREENED t.. DUMPSTER PAD —/ r f b t I ® m -GHE— — — -0HE-- b / m / t t J� b / m / t� N /b m . / t / � 1 I t b N I t 37 r b m t t 15" UBLIC b FAR SEWER t I z i b r � m PUBLIC I ASEMENT b cn Y) m ,• i U`_ I m 1 b " p 1 � m � I I � � 1 � n 1 b 4" SAN Y i 4 ss SEWER SE VICE by 1 . 40' LA NDSCA PE BUFF VARIABLE WIDTH 20' PUBLIC OVERHEAD ELECTRICAL UTILITY EASEMENT EASEMENT S 42' 16' 07" W - 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 MARY D. ALLEN CALLED 0.70 ACRE TRACT VOLUME 2338, PAGE 322 ZONED: A -0 s m I 1 i b m I f 1 b m 1 1 b s � f t b m b m I t I b m I t I m 1� N 1� NOW OR FORMERLY Ln DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT ZONED: A —P 1 �'r 1 1� 20' OVERHEAD ELECTRICAL EASEMENT I t b N m N I r t I b s m f T t b t i t �/— EXISTING MANHOLE ` RIM= 281.20' I FL= 267.60' N I 1� 1 D CIVIL SITE PLAN SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 —YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND — MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT —OF —WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). FA CITY OF go BRYAN ��.• / C V PR / Bp Rp CITY OF OLLEGE STATION f• O VICINITY MAP / ) /v BRAZOS COUNTY —o— 0 —0-- Lo c —UE N NOW OR FORMERLY OVERHEAD ELEC. LINE OSCAR & SWANY W WATER LINE PARULIAN SEWER LINE VOLUME 2367, PAGE 23 POWER POLE LOT 3, BLOCK 4 LIGHT POLE CALLED 0.97 ACRE TRACT Lf)' ZONED: A -0 M Mwv WATER VALVE ®wM d 00- ® ELECTRICAL TRANSFORMER ®GM d' OO MH Z ' I 8.09'--1 O O mot' 1 5' BUILD LIN SCREENED t.. DUMPSTER PAD —/ r f b t I ® m -GHE— — — -0HE-- b / m / t t J� b / m / t� N /b m . / t / � 1 I t b N I t 37 r b m t t 15" UBLIC b FAR SEWER t I z i b r � m PUBLIC I ASEMENT b cn Y) m ,• i U`_ I m 1 b " p 1 � m � I I � � 1 � n 1 b 4" SAN Y i 4 ss SEWER SE VICE by 1 . 40' LA NDSCA PE BUFF VARIABLE WIDTH 20' PUBLIC OVERHEAD ELECTRICAL UTILITY EASEMENT EASEMENT S 42' 16' 07" W - 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 MARY D. ALLEN CALLED 0.70 ACRE TRACT VOLUME 2338, PAGE 322 ZONED: A -0 s m I 1 i b m I f 1 b m 1 1 b s � f t b m b m I t I b m I t I m 1� N 1� NOW OR FORMERLY Ln DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT ZONED: A —P 1 �'r 1 1� 20' OVERHEAD ELECTRICAL EASEMENT I t b N m N I r t I b s m f T t b t i t �/— EXISTING MANHOLE ` RIM= 281.20' I FL= 267.60' N I 1� 1 D CIVIL SITE PLAN SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 —YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND — MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT —OF —WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). FA CITY OF go BRYAN ��.• / C V PR / Bp Rp CITY OF OLLEGE STATION f• O VICINITY MAP / ) /v BRAZOS COUNTY —o— CHAIN LINK FENCE —0-- WOOD PRIVACY FENCE —UE UNDERGROUND ELEC. LINE —OHE OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR OA /c AIR COND. COMP. Mwv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE Oc.O. CLEANOUT -6FI FIRE HYDRANT 01' TELEPHONE PEDESTAL — --- BUILDING SETBACK LINE --- - -- PROPERTY LINE -- -- - --- EASEMENT LINE PARKING REQUIREMENTS: ORDINANCE: RESTAURANT w /DRIVE — THROUGH: 1 SPACE PER 100 SQ.FT. REQUIRED: 5,434 SQ.FT. RESTAURANT. (5434/100) = 54 SPACES PROVIDED: 72 STANDARD SPACES 1 REGULAR H/C SPACES 2 VAN H/C SPACES TOTAL PROVIDED = 75 SPC. UTILITY DEMANDS (EXISTING RESTAURANT) PEAK TYPE AVG. (4.0x) SEWER (gpd 3,900 15,6 WATER (9Pm) 5 24 RABoN M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. �•� LOT 3, BLOC CALLED 0.97 ACR 2" H.M.A.C. (TYPE D) PER TxDOT ITEM 340 6" LIMESTONE BASE (TYPE A, GRADE 1), PER TxDOT ITEM 247, COMPACTED TO 24" 95% OF MAXIMUM DRY UNIT WEIGHT (ASTM D1557) a ° • BACKFILL w /MODERATE PI CLAY (15 TO 35) GRADE GROUND 12" TO BACK OF FCURB T�� 6 LIME STABILIZED SUBGRADE L TYPICAL CONCRETE (w /6% LIME BY WEIGHT) CURB & GUTTER (TY 1) COMPACTED TO 95% STANDARD APHALTIC PRIME PROCTOR DENSITY (ASTM D698) COAT H.M.A.C. PAVEMENT SECTION N.T.S. SCALE: 1"=20' CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. �" R m PROVIDE & INSURE CLEAN - PROVIDE NEAT & DURABLE SURFACE STRAIGHT SAW CUT 2" H.M.A.C. (TYPE D) PER TxDOT ITEM 340 F EXISTING H.M.A.C. 24" PAVING NOTES: THE PAVEMENT SYSTEM SHOWN WHERE NOT DESIGNED WITH THE AID OF A GEOTECNHICAL INVESTIGATION AND RECOMMENDATIONS, BUT BASED ON MINIMUM CITY STANDARDS AND HISTORICAL SOIL PROPERTIES TYPICAL OF THIS REGION. DUE TO THE HIGH PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. A. SUBGRADE: 1. EXISTING TREES AND STUMPS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL SHALL BE STRIPPED FROM THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS. 2. STRUCTURAL AREAS SHALL BE PROOF- ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE SATURATED AREAS WITH CEMENT SLURRY, LIME OR FLY ASH, AS DIRECTED BY THE ENGINEER. 3. LIME TREATED SOIL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE GRADTION REQUIREMENTS SPECIFIED IN THE TxDOT, 1997 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260. B. PORTLAND CEMENT CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 51 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN (10) FEET. 3. CONCRETE SHALL NOT BE PLACED IF THE THE AIR TEMPERATURE IS 507 AND FALLING OR 957 OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND RISING OR LESS THAN 957. C. STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT LESS THAN 40 KSI CONFORMING TO ASTM A615, GRADE 40. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12 ", WHICHEVER IS GREATER. 4. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 11" CLEARANCE WITH THE SOIL. D. CRUSHED LIMESTONE BASE: 1. CRUSHED LIMESTONE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 247, TYPE A, GRADE 2. COMPACTION SHALL BE AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557, METHOD C AT A MOISTURE CONTENT BETWEEN 0% AND +47. OF OPTIMUM. 3. THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFAC11ON OF THE ENGINEER, BEFORE PRIMING. E. HOT -MIX ASPHALT CONCRETE: 1. HOT -MIX ASPHALTIC CONCRETE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D & ASPHALT CEMENT SHOULD BE GRADE AC -20. GRADING NOTES: 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO PONDING OCCURS. 2. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE !" BELOW THE TOP OF CONCRETE AND IN LANDSCAPING AREAS, 2" BELOW. 3. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER THE SLOPES SHOWN ARE FOR THE GUTTER FLOWLINE. 4. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. 5. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND FROM THE BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY CODES AND ADA STANDARDS. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & STRUCTURES. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED. APHAL11C PRIME (MIN) EXISTING BASE & COAT SUBGRADE w .d • ! � - a t• a i - a s e C': ...i:.. . ' • e 4 r _� .�.: ^- ham' -".-°: _ :: x� s _r• : ==a'� .. a - .. .. .. ..' 4 - .i. LIME STABILIZED SUBGRADE 6" LIMESTONE BASE (w /6% LIME BY WEIGHT) COMPACTED TO (TYPE A, GRADE 1), PER TxDOT ITEM 247, 95% STANDARD PROCTOR DENSITY COMPACTED TO 95% OF (ASTM D698) MAXIMUM DRY UNIT WEIGHT {ASTM D1557) Lii o = #4 BARS CONCRETE CURB & GUTTER EX. H.A.M.C. TIE TO NEW H.M.A.C. PAVEMENT N.T.S. N.T.S. CURB ­& GUTTER , PLAN VIEW SCALE: 1" = 20' SYMBOL & LINE LEGEND -0- CHAIN LINK FENCE -0- WOOD PRIVACY FENCE -0E UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE -w- WATER LINE - S- SEWER LINE 0 POWER POLE � LIGHT POLE GUY WIRE ANCHOR DA /c AIR COND. COMP. D4wv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER OMH MANHOLE oc.0. CLEANOUT -6m FIRE HYDRANT ®n' TELEPHONE PEDESTAL -- --- BUILDING SETBACK LINE - - - -- PROPERTY LINE -- --- EASEMENT LINE GRADING LEGEND I T/P=loo.00l TOP OF PAVEMENT T /C= 100.00 TOP OF CURB OR CONC T /W= 100.00 TOP OF WALK OR WALL T/G -100 00 ABoN M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 - TOP OF GRD OR GRATE P BENCHMARK #1 ELEV= 281.20 RIM OF SANITARY SEWER MANOLE THIS DOCUMENT IS RELEASED LOCATED NEAR "PLAN" SOUTHEAST FOR THE PURPOSE OF INTERIM CORNER OF PROPERTY REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. 24" #3 DOWELS O 12" O.C. BARS O 12" O.C.E.W. - -`dam -- •: - •� ,� - d �; 7 7 3 to TYPICAL CONCRETE CURB & GUTTER 6" CROSS SECTION NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. C1.2 SHEET N0. 3 OF 4 WIDTH VARIES z � LLj J LJJ �ix z CL <<X W W d M s E Y W Q ® w OQ(n M X 0 E W ui � z W 0 W W ® ~ Lo E M OgZ z OW `- ( �► �y V Z � W �-- rry > c J 0 ?(n Tel 0 X mI < L m ` ° >- L!_ Lu >Qm �■� W Q j°� W J Lo w 0 C- E / V/ 0 Z� 0� > Z E Q CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF: (979) 764 -2933 FAX: (979) 846 -9226 FILENAME: 0194GP1 SCALE: 1"=20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. CHECKED BY- R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 156 - 0194 C1.2 SHEET N0. 3 OF 4 WIDTH VARIES HARVEY ROAD EAST " STATE HIGHWAY 30 1 A ®I L0 (6 0 d N LOT 3, BLOCK 4 ' 0_ CALLED 0.97 ACRE TRACT , w in M w d S Z PORTION OF BLOCK 4 CALLED 0.70 ACRE TRACT { i { { tJi N W (Jt LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT W rn 1 N J iN i i 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM= 281.20' FL= 267.60' LANDSCAPING PLAN SCALE: 1"=20' TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT AGAINST SLIPPING OF RUBBER HOSES. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1" O RUBBER HOSE 2 "x2 "x8" PINE STAKES OR METAL "T" POSTS (MINIMUM OF TWO) PINE BARK MULCH (MINIMUM 2" THICK) owo NEW TOPSOIL w /FERTILIZER (MINIMUM 8" DEEP) —` Z i NEW TOPSOIL (MINIMUM 6" THICK) TREE PLANTING "�'��'''N SHRUB PLANTING N.T.S. N.T.S. 4'OR6' SPECIFIED OP n J "x4" STEEL EDGE (OPTIONAL, EXCEPT AT 3 x BALL DIAMETER CURBS & SIDEWALKS), (5' MIN) COLOR SPECIFIED BY ARCHITECT S 42 16' 07" W — 312.66 0 ( o �O 0 0:. %---, °� 0 PINE BARK MULCH (MINIMUM 2" THICK) v r-1 Z CV NISH GRADE LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LISCENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDIANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. ANY ADJACENT PROPERTY AND RIGHT –OF –WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 3. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 4. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 6. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 7. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA. 8. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A DOUBLE CHECK VALVE OR A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AS INSTALLED PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS – CERTIFICATION OF COMPLETION. SCALE: 1" = 20' SYMBOL & LINE LEGEND —0— CHAIN LINK FENCE —0— WOOD PRIVACY FENCE --UE UNDERGROUND ELEC. LINE —OHE— OVERHEAD ELEC. LINE — w— WATER LINE —s— SEWER LINE 0 POWER POLE LIGHT POLE 1§4 GUY WIRE ANCHOR pA /c AIR COND. COMP. Mwv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER OMH MANHOLE oc.o. CLEANOUT - (5FH FIRE HYDRANT ®'rP TELEPHONE PEDESTAL - - --- BUILDING SETBACK LINE - - - - - -- PROPERTY LINE - -__ EASEMENT LINE LANDSCAPING REQUIREMENTS SITE AREA METHOD: CANOPY REQUIREMENTS: 0.168 acres = 7,3002 sqft. O 30 pnts. /1000 sqft.: 50% CANOPY TREES: (800 x 50 7.) = 400 pnts. (7,300/1000 x 30) = 219 pnts. REQUIRED = 400 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. PROVIDED = 450 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 830 pnts. LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS PLANTS NAME NAME 1§4 3 2.1" TO 3.4" CALIPER QUERCUS WATER PROPOSED 30 GALLON 450 NIGRA OAK CANOPY TREE 0 6 15 GALLON LAGERSTROEMIA CREPE PROPOSED NON– CANOPY MAX. 4' SPACING 1 .25" CALIPER PER CANE 240 INDICA MYRTLE TREE RED OR DK.PINK COLOR 210 5 GALLON ILEX CORNUTA BUFORDI DWARF BUFOORD PROPOSED MAXIMUM 140 NANA HOLLY SHRUB 3' SPACING RABoN R M ETCALF ENGmERiNG POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 =0329 CELL - (979) 219 -4174 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. z W Lij 0 W z M z CL Q <X Q W Lij �r M w� U w Q wm�X w z w La.! (t ®�` co z v_ ix �wz U) ° 1.`J L�6 H I =) o Q 0 > V ��o J V) Q �_ = w a QW>- cc Zx f�0 >Qm Q W ui a J LLJ Lo ® pe) 0 z y Q a_ CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF. (979) 764 -2933 FAX: (979) 846 -9226 FILENAME: 0194LP14 SCALE: 1"=20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R. A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 156 - 0194 SHEET NO. 4 OF 4 0 I S OI tn N �Y LOT 3, BLOCK 4 ' 0: CALLED 0.97 ACRE TRACT Lo w z ' �(n LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT W Y Cr1 -P ` v W Y 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM = 281.20' FL= 267.60' S 42' 16' 07" W — 312.66' POR11ON OF BLOCK 4 CALLED 0.70 ACRE TRACT TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT AGAINST SLIPPING OF RUBBER HOSES. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN NTH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1"0 RUBBER HOSE 2 "x2 "x8" PINE STAKES OR METAL "T" POSTS (MINIMUM OF TWO) PINE BARK MULCH — (MINIMUM 2" THICK) 3 11 BALL DIAMETER (5' MIN) , J "x4" STEEL EDGE (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS), COLOR SPECIFIED BY ARCHITECT 4'OR6' SPECIFIED Ot NEW TOPSOIL w /FERTILIZER (MINIMUM 8" DEEP) z M 0 �o w w U �^ a ° o 0 w % -.1 0 ('y 0 0 NEW TOPSOIL (MINIMUM 6" THICK) PINE BARK MULCH (MINIMUM 2" THICK) ll_� z_ v N SH GRADE LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LISCENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDIANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS —OF —WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 4. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 6. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 7. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA. 8. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER` A DOUBLE CHECK VALVE OR A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AS INSTALLED PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF, CoCS — CERTIFICATION OF COMPLETION. SCALE: 1" = 20' SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE --0— WOOD PRIVACY FENCE —UE UNDERGROUND ELEC. LINE —ONE OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE (FRONTAGE) LIGHT POLE GUY WIRE ANCHOR aA /c AIR COND. COMP. Mwv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®r-m GAS METER OMH MANHOLE Oc.o. CLEANOUT BFI FIRE HYDRANT ®n' TELEPHONE PEDESTAL -- --- BUILDING SETBACK LINE - - - ---- PROPERTY LINE 50% CANOPY TREES: (3,397 x 50 7.) = EASEMENT LINE HATCH LEGEND SOLID SOD AREAS (TIF 419) r 77 SEEDED AREAS LANDSCAPING REQUIREMENTS SYMBOL NO. OF SITE AREA METHOD: BOTANICAL COMMON FRONTAGE TREES: NOTES 1.424 acres = 62,025 sqft. @ 30 pnts. /1000 sqft.: HARVEY RD. N MAJOR ARTERIAL @ 25' SPC• (62,025/1000 x 30) = 1,861 pnts. 292' (FRONTAGE) ADDITIONAL STREETSCAPE: 3 292 L.F. FRONTAGE /25 = 11.7 TREES HARVEY ROAD EAST: PROPOSED 30 GALLON REQUIRED PROVIDED = = 12 TREES 16.5 TREES 300 Ants. /50 L.F. of frontage: (9 CANOPY & 15 NON— CANOPY ) 292' (FRONTAGE) & 56' (DRIVEWAYS) (300 x 236/50) =1,536 6 pets. CANOPY REQUIREMENTS: CREPE PROPOSED NON— CANOPY MAX. 4' SPACING .25" CALIPER PER CANE 240 50% CANOPY TREES: (3,397 x 50 7.) = 1,699 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 3,397 Ants. REQUIRED = 1,699 pnts. 0 PROVIDED = 9,840 pnts. XISTING LANDSCAPE POINTS REMAINING = 10,010 pnts. f4O>. PROPOSED LANDSCAPE POINTS = 830 pnts. HOLLY SHRUB TOTAL LANDSCAPE POINTS PROVIDED = 10,840 pnts. 5 8" OR LARGER LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS PLANTS NAME NAME 3 2.1" TO 3.4" QUERCUS WATER PROPOSED 30 GALLON 450 CALIPER NIGRA OAK CANOPY TREE 6 15 GALLON LAGERSTROEMIA CREPE PROPOSED NON— CANOPY MAX. 4' SPACING .25" CALIPER PER CANE 240 `.J INDICA MYRTLE TREE RE OR DK PINK COLOR 0 5 GALLON ILEX CORNUTA BUFORDI DWARF BUFFORD PROPOSED MAXIMUM f4O>. NANA HOLLY SHRUB 3' SPACING 5 8" OR LARGER QUERCUS LIVE EXISTING PROTECTED 2000 VIRGINIA OAK CANOPY TREE 11 4" TO 8" QUERCUS VIRGINIA LIVE OAK EXISTING CANOPY PROTECTED 3300 TREE 15 2" TO 4" VARIES VARIES EXISTING NON PROTECTED 2250 CANOPY TREE a� 4 4" TO 8" ULMUS WINGED EXISTING XISTING ' - PROTECTED ALATA ELM CANOPY TREE 7 86 3' HIGH VARIES VARIES EXISTING PROTECTED 860 SHRUB RABoN M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 Am OF T °® 0 s�eeeeeoe�s * e 0 00 090090000000 000 RABON A. MET LF 99098.606000909 00. � e -� , �83 % 1 � n RAI � b[) RE FOR COMPLIANCE JUL 1 2 2004 COLLEGE STATION DEVELOPMENT SYNCH -t t b rn HARVEY ROAD EAST N STATE HIGHWAY 30 t t 4 3 I I 4 I I I w Q NOW OR FORMERLY O I I OSCAR & SWANY W Lo PARULIAN VOLUME 2367, PAGE 23 N LOT 3, BLOCK 4 ' CALLED 0.97 ACRE TRACT w �) M w i , 0 z3� �i f S 42 16' 07" W - 312.66' NOW OR FORMERLY MARY D. ALLEN VOLUME 2338, PAGE 322 PORTION OF BLOCK 4 CALLED 0.70 ACRE TRACT b ` b � t � 1 i yF t t b m i I 1 t 4 b m t t i b m t t b m b m b m t t t b m t t t b m 1 NOW OR FORMERLY DUDLEY RANCH PARTNERSHIP, LTD. VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT EXISTING MANHOLE RIM = 281.20' FL= 267.60' 1 I I rl 1 I D N SCALE: 1"= 3' LONG WOODEN POST O 10' SPACING O.C. (MAX) EXISTING GROUND (DOWNSTREAM) 24" HIGH SILT FENCE, AS MANUFACTURED BY SILT STOP OR EQUIVALENT COMPACTED FILL 1 §ILT FENCE BURIED BELOW GRADE (UPSTREAM) SIDE VIEW 0 Ld coo x w T m SILT FENCING N.T.S. TIE SILT FENCE THER AT JOINTS NYLON CORD COMPACTED FILL NG GROUND DEMOLITION NOTES: 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. UTILITY CONTACTS: COCS: ELECTRICAL DIVISION - (979) 764 -3660 COCS: WATER & SEWER DIVISION - (979) 764 -3435 VERIZON: JOHN ARNOLD - (979) 821 -4791 TXU GAS: KIMBERLY WINN - (979) 774 -2506 COX COMMUNICATIONS: MIKE LAVENDER - (979) 846 -2229 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 3. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 4. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH THE OWNER TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF SERVICES AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE OWNER PRIOR TO COMMENCEMENT OF WORK. 1 6. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. EROSION CONTROL NOTES 1. THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE- SEEDING AND MULCHING OR RE- SODDING, IF NECESSARY. 2. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSEU''OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 3. SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND /OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO- MULCHED SEEDED PER THE LANDSCAPING PLAN (SEE SHEETS C1.3). THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. METAL "T" POST O SPACING (MAXIMU EXISTING TREE PROTECTION- N.T.S. SCALE: 1" = 20' SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE -0- WOOD PRIVACY FENCE ---UE UNDERGROUND ELEC. LINE —OHE — OVERHEAD ELEC. LINE —W— WATER LINE —s— SEWER LINE 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR E3A/C AIR COND. COMP. D4wv WATER VALVE ®wm WATER METER ® ELECTRICAL TRANSFORMER (DOM GAS METER OO MH MANHOLE OC.O. CLEANOUT <>m FIRE HYDRANT ®TP TELEPHONE PEDESTAL — - — BUILDING SETBACK LINE ------ PROPERTY LINE - - - --- EASEMENT LINE BENCHMARK #1 ELEV= 281.20 RIM OF SANITARY SEWER MANOLE LOCATED NEAR "PLAN" SOUTHEAST CORNER OF PROPERTY kRRICADING FENCE SHALL MAINTAIN THROUGHOUT IE COMPLETE DURATION OF )NSTRUCTION ING GROUND (TO NDISTURBED) RABoN M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 Sao= THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. E W; 'w"ZIN FRONT VIEW HARVEY ROAD EAST " STATE HIGHWAY 30 0 0 1 5' BUILD LIN t b i t I FIRE I HYDARNT I * NITARY SEWER NHOLE I -eHE— — — -0HE --�- t O b � t I J� b � N ,b in m i t � t i b rn 4 �_ i t t b N t m 1 t 15 UBLIC b 'AR SEWER t t z t b r j t PUBLIC I ASEMENT rn b I 1• I m b rn o i 4 'Z • cS t LOT A, BLOCK 4 bye CAIIED 1.711 ACRE TRACT SEWER ZONED: PDD -B Cl EANOUT SCREENED 4 's s - DUMPSTER PAD \ � 4" SAN s ss SEWER 40' L ANDSCA PE BUFF i t I b t t t b m t t t 1� Ln NOW OR FORMERLY Cn DUDLEY RANCH PARTNERSHIP, LTD. ° VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT W ZONED: A -P ' �r 1 v,P I m I . � t =' b A t t7CEI t t VARIABLE WIDTH 20' PUBLIC t OVERHEAD ELECTRICAL UTILITY EASEMENT y t EASEMENT 1 t — b � m t b I S42 °16'07 "W - 312.66' I b NOW OR FORMERLY PORTION OF BLOCK 4 m MARY D. ALLEN CALLED 0.70 ACRE TRACT I VOLUME 2338, PAGE 322 ZONED: A -0 1 t w s 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM = 281.20' FL= 267.60' Lo N 1 I a GI VI L 51 I t r LAIC! SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 - EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 - PAVING, & GRADING PLAN C1.3 - LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAALL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). CITY OF foo BRYAN •/ � O` VICINITY MAP A,q �N 8 CITY OF COLLEGE STATION PROJECT SITE SCALE: 1" = 20' SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE ' WOOD PRIVACY FENCE Cfl UNDERGROUND ELEC. LINE —OHE— NOW OR FORMERLY N OSCAR & SWANY W —s— PARULIAN 0 VOLUME 2367, PAGE 23 -y LOT 3, BLOCK 4 a CALLED 0.97 ACRE TRACT il) ZONED: A -0 Nwv WATER VALVE ®wI WATER METER d Go- ELECTRICAL TRANSFORMER e GAS METER Oo MH MANHOLE t z 1 8.09' — t 0 0 1 5' BUILD LIN t b i t I FIRE I HYDARNT I * NITARY SEWER NHOLE I -eHE— — — -0HE --�- t O b � t I J� b � N ,b in m i t � t i b rn 4 �_ i t t b N t m 1 t 15 UBLIC b 'AR SEWER t t z t b r j t PUBLIC I ASEMENT rn b I 1• I m b rn o i 4 'Z • cS t LOT A, BLOCK 4 bye CAIIED 1.711 ACRE TRACT SEWER ZONED: PDD -B Cl EANOUT SCREENED 4 's s - DUMPSTER PAD \ � 4" SAN s ss SEWER 40' L ANDSCA PE BUFF i t I b t t t b m t t t 1� Ln NOW OR FORMERLY Cn DUDLEY RANCH PARTNERSHIP, LTD. ° VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT W ZONED: A -P ' �r 1 v,P I m I . � t =' b A t t7CEI t t VARIABLE WIDTH 20' PUBLIC t OVERHEAD ELECTRICAL UTILITY EASEMENT y t EASEMENT 1 t — b � m t b I S42 °16'07 "W - 312.66' I b NOW OR FORMERLY PORTION OF BLOCK 4 m MARY D. ALLEN CALLED 0.70 ACRE TRACT I VOLUME 2338, PAGE 322 ZONED: A -0 1 t w s 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM = 281.20' FL= 267.60' Lo N 1 I a GI VI L 51 I t r LAIC! SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 - EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 - PAVING, & GRADING PLAN C1.3 - LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAALL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). CITY OF foo BRYAN •/ � O` VICINITY MAP A,q �N 8 CITY OF COLLEGE STATION PROJECT SITE SCALE: 1" = 20' SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE —0— WOOD PRIVACY FENCE —UE— UNDERGROUND ELEC. LINE —OHE— OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR DA /c AIR COND. COMP. Nwv WATER VALVE ®wI WATER METER ® ELECTRICAL TRANSFORMER ®GIA GAS METER Oo MH MANHOLE oc.0. CLEANOUT -6m FIRE HYDRANT ®n' TELEPHONE PEDESTAL - -- — BUILDING SETBACK LINE - - -- PROPERTY LINE - -__ EASEMENT LINE PARKING REQUIREMENTS: ORDINANCE: RESTAURANT w /DRIVE - THROUGH: 1 SPACE PER 100 SQ.FT. REQUIRED: 5,434 SQ.FT. RESTAURANT: (5434/100) = 54 SPACES PROVIDED: 72 STANDARD SPACES 1 REGULAR H/C SPACES 2 VAN H/C SPACES TOTAL PROVIDED = 75 SPC. UTILITY DEMANDS (EXISTING RESTAURANT) PEAK TYPE AVG. (4.0x) SEWER (gpd) 3,900 15,600 WATER (gpm) 6 24 RABoN M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 PR ELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. t HARVEY ROAD EAST " STATE HIGHWAY 30 I I -o- CHAIN LINK FENCE - WOOD PRIVACY FENCE { UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE 0 0 4' WALK -s- SEWER LINE 0 I 0 7- 9�3 k ;►O GUY WIRE ANCHOR EDA/G { Mwv WATER VALVE SwM 2 S ELECTRICAL TRANSFORMER OGM GAS METER OMH MANHOLE oc.0. CLEANOUT MATCH TO EXISTING FIRE HYDRANT STP U - - - BUILDING SETBACK LINE - -- -- -- PROPERTY LINE -- EASEMENT LINE PAVEMENT FLUSH T /c= 290.71 w SAME GRADE w T C= 290.45 { LO 29031 �- RESTAURANT BLDG. N LOT 3, BLOCK 4 T/C= 2x0.71 (�J{ LOT 42A, BLOCK 1 CALLED 0.97 ACRE TRACT ' T C= 290.38 CALLED 3.86 ACRE TRACT 2$$ 96 { ci w Lo T C= 290.26 Y m T /c= 290.26 { w 00 mot N 4b- • 2a { Z I 36 N " CONCRETE CURB & GUTTER w /2" HMAC SURFACE & 6" BASE Za8 5$ { � k 03 k2$$ EXISTING MANHOLE FL=267.60' I T /C--288.13 T /C= 288.01 T C= 287.68 T / 288 .00 T /C= 287.86 T /C =287. 0 T/P =2 7.06 4' WIDE CONCRETE X286 { DRAINAGE FLUME O 3.00% SLOPE GRADE TO DRAIN O MINIMUM SLOPE OF 1.00% S 42' 16' 07" W - 312.66' PORTION OF BLOCK 4 CALLED 0.70 ACRE TRACT 1 2" H.M.A.C. (TYPE D) PER TxDOT ITEM 340 6" LIMESTONE BASE (TYPE A, GRADE 1), PER TxDOT ITEM 247, COMPACTED TO 95% OF MAXIMUM DRY UNIT WEIGHT (ASTM D1557) �1' S • •. . • Pn �� _ 6" LIME STABILIZED SUBGRADE (w /6% LIME BY WEIGHT) - COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) PAVING. GRADING & DRAINAGE PLAN_ SCALE: 1"=20' BACKFILL w /MODERATE PI CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' CLAY (15 TO 35) INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. GRADE GROUND CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. TO BACK OF R CURB _\ , - 6 " _ _ 15" _ TYPICAL CONCRETE CURB & GUTTER (TY 1) APHALTIC PRIME COAT H.M.A.C. PAVEMENT SECTION N.T.S. 3 " e.1 - w_ to 3 " 3 " 24" • _ #4 BARS CONCRETE C URB & GUTTER N.T.S. PROVIDE & INSURE CLEAN PROVIDE NEAT & DURABLE SURFACE STRAIGHT SAW CUT 2" H.M.A.C. (TYPE D) EXISTING H.M.A.C. PER TxDOT ITEM 340 (- 24" PAVING NOTES: THE PAVEMENT SYSTEM SHOWN WHERE NOT DESIGNED WITH THE AID OF A GEOTECNHICAL INVESTIGATION AND RECOMMENDATIONS, BUT BASED ON MINIMUM CITY STANDARDS AND HISTORICAL SOIL PROPERTIES TYPICAL OF THIS REGION. DUE TO THE HIGH PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. A. SUBGRADE: 1. EXISTING TREES AND STUMPS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL SHALL BE STRIPPED FROM THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS. 2. STRUCTURAL AREAS SHALL BE PROOF - ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE SATURATED AREAS WITH CEMENT SLURRY, LIME OR FLY ASH, AS DIRECTED BY THE ENGINEER. 3. LIME TREATED SOIL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE GRADTION REQUIREMENTS SPECIFIED IN THE TxDOT, 1997 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260. B. PORTLAND CEMENT CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 51 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN (10) FEET. 3. CONCRETE SHALL NOT BE PLACED IF THE THE AIR TEMPERATURE IS 507 AND FALLING OR 957 OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40'F AND RISING OR LESS THAN 957. C. STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT LESS THAN 40 KSI CONFORMING TO ASTM A615, GRADE 40. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 "xBAR DIAMETER OR 12 ", WHICHEVER IS GREATER. 4. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1]" CLEARANCE WITH THE SOIL. D. CRUSHED LIMESTONE BASE: 1. CRUSHED LIMESTONE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 247, TYPE A, GRADE 2. COMPACTION SHALL BE AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557, METHOD C AT A MOISTURE CONTENT BETWEEN 0% AND +47. OF OPTIMUM. 3. THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFACTION OF THE ENGINEER, BEFORE PRIMING. E. HOT -MIX ASPHALT CONCRETE: 1. HOT -MIX ASPHALTIC CONCRETE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D & ASPHALT CEMENT SHOULD BE GRADE AC -20. GRADING NOTES: 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO PONDING OCCURS. 2. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE I" BELOW THE TOP OF CONCRETE AND IN LANDSCAPING AREAS, 2" BELOW. 3. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER THE SLOPES SHOWN ARE FOR THE GUTTER FLOWLINE. 4. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. 5. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND FROM THE BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY CODES AND ADA STANDARDS. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & STRUCTURES. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED. APHALTIC PRIME (MIN) EXISTING BASE & COAT SUBGRADE _ _ _•� _ .. . . 6 LIME STABILIZED SUBGRADE 6" LIMESTONE BASE (w /6% LIME BY WEIGHT) COMPACTED TO (TYPE A, GRADE 1), PER TxDOT ITEM 247, 957o STANDARD PROCTOR DENSITY COMPACTED TO 95% OF (ASTM D698) MAXIMUM DRY UNIT WEIGHT (ASTM D1557) EX. H.A.M.C. TIE TO NEW H. PAVEMENT N.T.S. LA CURB" & GUTTER' PLAN VIEW SCALE: 1" = 20' SYMBOL & LINE LEGEND -o- CHAIN LINK FENCE - WOOD PRIVACY FENCE -LI UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE -w- WATER LINE -s- SEWER LINE 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR EDA/G AIR COND. COMP. Mwv WATER VALVE SwM WATER METER S ELECTRICAL TRANSFORMER OGM GAS METER OMH MANHOLE oc.0. CLEANOUT -0-m FIRE HYDRANT STP TELEPHONE PEDESTAL - - - BUILDING SETBACK LINE - -- -- -- PROPERTY LINE -- EASEMENT LINE GRADING LEGEND T /P= 100.00 TOP OF PAVEMENT T /C= 100.00 TOP OF CURB OR CONC T /W= 100.00 I TOP OF WALK OR WALL T/G =100 00 OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 TOP OF GRD OR GRATE PRE BENCHMARK #1 ELEV= 281.20 RIM OF SANITARY SEWER MANOLE l LOCATED NEAR "PLAN" SOUTHEAST THIS DOCUMENT IS RELEASED CORNER OF PROPERTY FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. 24" #3 DOWELS O 12" O.C. d #3 BARS 0 12 O.C.E. W. TYPICAL CONCRETE _J CURB & GUTTER 6" CROSS SECTION 9 lqim NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. WIDTH VARIES TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT AGAINST SLIPPING OF RUBBER HOSES. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1" 0 RUBBER HOSE 2 "x2 "x8" PINE STAKES OR METAL "T" POSTS (MINIMUM OF TWO) PINE BARK MULCH (MINIMUM 2" THICK) NEW TOPSOIL w /FERTILIZER (MINIMUM 8" DEEP) 3 1 BALL DIAMETER (5' MIN) , effl TREE PLANTING N.T.S. J "x4" STEEL EDGE (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS), COLOR SPECIFIED BY ARCHITECT Z n 4'OR6' ;IFIED ON 0 w w ° o 0 w o ° c.� j 0 o - 0 NEW TOPSOIL (MINIMUM 6" THICK) v PINE BARK MULCH (MINIMUM 2" THICK) I z v N NISH GRADE LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LISCENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (COCS) UNIFIED DEVELOPMENT ORDIANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. ANY ADJACENT PROPERTY AND RIGHT —OF —WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 3. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 4. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 6. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 7. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA. 8. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS /1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A DOUBLE CHECK VALVE OR A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AS INSTALLED PER CITY ORDINANCE 2394. I 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS — CERTIFICATION OF COMPLETION. SCALE: 1" = 20' SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE —0— WOOD PRIVACY FENCE —UE UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE 0194 LIGHT POLE GUY WIRE ANCHOR OA /c AIR COND. COMP. D4wv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER @MH MANHOLE oc.o. CLEANOUT -6m FIRE HYDRANT ®TP TELEPHONE PEDESTAL -- - -- BUILDING SETBACK LINE - -- - - -- PROPERTY LINE - --- -- EASEMENT LINE HATCH LEGEND SOLID SOD AREAS (TIF 419) + } + + + + +.+ SEEDED AREAS LANDSCAPING REQUIREMENTS -SITE AREA METHOD: CANOPY REQUIREMENTS: 0.168 acres = 7,3002 sqft. CAD 30 pnts. /1000 sqft.: 50% CANOPY TREES: (800 x 507o) = 400 pnts. (7,300/1000 x 30) = 219 pnts. REQUIRED = 400 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. PROVIDED = 450 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 830 pnts. LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS PAGES: N/A PLANTS Z NAME NAME - 0194 LL! 3 2.1" TO 3.4" QUERCUS WATER PROPOSED 30 GALLON 450 CALIPER NIGRA OAK CANOPY TREE O 6 15 GALLON LAGERSTROEMIA CREPE PROPOSED NON — CANOPY MAX. 4' SPACING 1 .25" CALIPER PER CANE 240 W z u) INDICA MYRTLE TREE RED OR DK.PINK COLOR <x i 210 5 GALLON ILEX CORNUTA BUFORDI DWARF BUFFORD PROPOSED MAXIMUM 140 D F d NANA HOLLY SHRUB 3' SPACING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 14, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FILENAME: 0194LP1 V) ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. F_ FIELD BOOK: N/A PAGES: N/A WON METCALF ENGINEERING Z PROJECT NO. 156 - 0194 LL! W z u) L <x i Q� WW �tM ® D F d wm�X t'^ Z �tW- o ogZ U 0 > V) -3 = WQ >_ z x = W Vm Lli Ld Q a W J O ® V Y Z Y Of CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF- (979) 764 -2933 FAX: (979) 846 -9226 FILENAME: 0194LP1 SCALE:1 " =20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. CHECKED BY. R.A.M. FIELD BOOK: N/A PAGES: N/A WON METCALF ENGINEERING CLIENT NO. PROJECT NO. 156 - 0194 c1.3 SHEET N0. 4 OF 4 LANDSCAPING PLAN SCALE: 1"=20' HARVEY ROAD EAST " STATE HIGHWAY 30 SCREENED j DUMPSTER PAD FIRE I HYDARNT I SLkNITARY SEWER 0 0 �t 15' BUILDING LINE_ E --GHE— --GHE 0% yj 37 b 0 T, 0 15" UBLIC 41TAR SEWER 2 PUBLIC SEMENT u ! 0 rn in A Y b 1 b SA g ss S ��S� VICEi bti 40' LANDSCAPE BUFFER rn rn 1� `� NOW OR FORMERLY DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT (A ZONED: A–P M Y 6� �� 20' OVERHEAD ELECTRICAL EASEMENT VARIABLE WIDTH 20' PUBLIC EASEMENT OVERHEAD ELECTRICAL UTILITY EASEMENT 7-11 U" S 42* 16 07" W 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 MARY D. ALLEN CALLED 0.70 ACRE TRACT VOLUME 2338, PAGE 322 ZONED: A-0 EXISTING MANHOLE RIM=281.20' FL=267.60' C3 cn — CIVIL Sl TL HLAN SCALE: 1"=20' CIVIL SITE NOTES 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100—YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBL FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. SCALE: 1" = 20' - SYMBOL -& LINE LEGEND —0— CHAIN LINK FENCE LO . I co WOOD PRIVACY FENCE 04 NOW OR FORMERLY — OHE — OSCAR & SWANY W —w— PARULIAN —s— VOLUME 2367, PAGE 23 - LOT 3, BLOCK 4 a CALLED 0.97 ACRE TRACT Lf) ZONED: A-0 [3A/c AIR COND. COMP. 00 WATER VALVE 0wm WATER METER 0 ELECTRICAL TRANSFORMER (Dr-m GAS METER Z 8.09' 0 0 �t 15' BUILDING LINE_ E --GHE— --GHE 0% yj 37 b 0 T, 0 15" UBLIC 41TAR SEWER 2 PUBLIC SEMENT u ! 0 rn in A Y b 1 b SA g ss S ��S� VICEi bti 40' LANDSCAPE BUFFER rn rn 1� `� NOW OR FORMERLY DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT (A ZONED: A–P M Y 6� �� 20' OVERHEAD ELECTRICAL EASEMENT VARIABLE WIDTH 20' PUBLIC EASEMENT OVERHEAD ELECTRICAL UTILITY EASEMENT 7-11 U" S 42* 16 07" W 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 MARY D. ALLEN CALLED 0.70 ACRE TRACT VOLUME 2338, PAGE 322 ZONED: A-0 EXISTING MANHOLE RIM=281.20' FL=267.60' C3 cn — CIVIL Sl TL HLAN SCALE: 1"=20' CIVIL SITE NOTES 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100—YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBL FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. SCALE: 1" = 20' - SYMBOL -& LINE LEGEND —0— CHAIN LINK FENCE –3-- WOOD PRIVACY FENCE --UE UNDERGROUND ELEC. LINE — OHE — OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE LIGHT POLE N� e 4. • GUY WIRE ANCHOR [3A/c AIR COND. COMP. MwV WATER VALVE 0wm WATER METER 0 ELECTRICAL TRANSFORMER (Dr-m GAS METER @MH MANHOLE oc•0• CLEANOUT - �•FH FIRE HYDRANT NTP TELEPHONE PEDESTAL BUILDING SETBACK LINE Lo PROPERTY LINE EASEMENT LINE DIMENSIONAL CONTROL NOTES 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, AL L RADIUS ARE VO" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). CI TY OF qp, BRYAN <11 4• cl A, I 4or Nth: I ' 9111:01- 1 -1 1 11 -k p gMF BRAZOS COUNTY <O �/z PARKING REQUIREMEN ORDINANCE: RESTAURANT w/DRIVE–THROUGH: 1 SPACE PER 100 SQ.FT. REQUIRED: 5,434 SQ.FT. RESTAURANT (5434/1 = 54 SPACES PROVIDED 72 STANDARD SPACES 1 REGULAR H/C SPACES 2 VAN H/C SPACES TOTAL PROVIDED = 75 SPC. UTILITY- DEMANDS (EXISTING RESTAURANT) --- PEA TYPE AVG. (4.0x) I SEWER (gpd) 3,900 15,600 WATER (gpm) 6 24 + I C Al R- VICINITY MAP CERTIFICATE 0 REQUIRED Cl •1' 0 +2' 0 +3' -,,4' '9 TRE'OUIREU C F TAP LEGEND (N) (SIM SANIT ARY SEWER ATER/DO WATERARRIGATION MtVIEWED FOR COMPLIANCE JUL 1 2 2004 COLLEGE STATION DEVELOPW PIT SIftirr-s. 80 D . CITY OF COLLEGE STATION RABON 0, METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 2194174 OF Aft co 0090000 ' 0!w 0 0 Ae RABON A. METC F • 8 5 83 0, N� e 4. • N 1 llf Olt "L 116: A111WIIIII C 1.1 SHEET NO. 2 OF 4 �i ��N k -�41 I� c W Ld 0 W Z Q <X Lo W Ljj re) M Z F- c;s < 0 X CL 0 z m -LO I - z La L 0 Lu Cif 0 — Lj) H < ' D 0 F- Of V) 0 J Llj Z 1 D 0 LL- z Li 0 Lij F- > V) -j 0 U) 0 J > W < 0 w -J'-..' =,N N 5; x F < >- LLJ w f W a m Li m c) F- L.Ij _j Ill 0 Q- 0) 0 CL r) c) 0 Z CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF- (979) 764-2933 FAX: (979) 846-9226 FILENAME: 0194SP14SCALE: 1"=20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 156 0194 C 1.1 SHEET NO. 2 OF 4 �i ��N k -�41 I� I b m 1 1 t FIRE I HYDARNT t NITARY SEWER NHOLE I J I J r 4 = Q t L__7 0 0 15' BUILDING LINE m ' 0 b � m � 1 t i b � m � — t i t� I ib m i I i I � b m i t m t 1 t b I -ft- t t b t . b m t 1 . b m I I N b Yn m I }• I cn i � b � I r r+m • b m I i t i b m I I I b m t t 1 b m t I b m b m i t b m I t I b _ m 1 1, NOW OR FORMERLY DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT CA ZONED: A –P Y 1� LOT A, BLOCK 4 byF t -LED 1.711 ACRE TRACT SEWER I ZONED: PDD –B CLEANOUT co b m 1 SCREENED gss In 1 DUMPSTER PAD b �F I SANTA Y SEWER SE VICE 40' LANDSCAPE BUFFER \/r I t b N m b m I -- S42 °16'07 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 m MARY D. ALLEN CALLED 0.70 ACRE TRACT I VOLUME 2338, PAGE 322 ZONED: A -0 t I VARIABLE WIDTH 20' PUBLIC OVERHEAD ELECTRICAL UTILITY EASEMENT EASEMENT 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM = 281.20' FL= 267.60' ul � 1 CIVIL SITE PLAN SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 —YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND — MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT —OF —WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). CITY OF BRYAN 41 41 O` el �p I e VICINITY MAP 'z` p gMF ° 4N BRAZOS COUNTY ti> SCALE: 1" = 20' SYMBOL & LINE LEGEND O CHAIN LINK FENCE LO CID WOOD PRIVACY FENCE d I N NOW OR FORMERLY —OHE— OSCAR & SWANY W —w— PARULIAN —s— VOLUME 2367, PAGE 23 0 LOT 3, BLOCK 4 a CALLED 0.97 ACRE TRACT Lf ) ZONED: A -0 M AIR COND. COMP. D4wv WATER VALVE d am .. WATER METER e ELECTRICAL TRANSFORMER d' GAS METER Z ' 8.09' —t L__7 0 0 15' BUILDING LINE m ' 0 b � m � 1 t i b � m � — t i t� I ib m i I i I � b m i t m t 1 t b I -ft- t t b t . b m t 1 . b m I I N b Yn m I }• I cn i � b � I r r+m • b m I i t i b m I I I b m t t 1 b m t I b m b m i t b m I t I b _ m 1 1, NOW OR FORMERLY DUDLEY RANCH PARTNERSHIP, LTD. • VOLUME 5379, PAGE 250 LOT 42A, BLOCK 1 CALLED 3.86 ACRE TRACT CA ZONED: A –P Y 1� LOT A, BLOCK 4 byF t -LED 1.711 ACRE TRACT SEWER I ZONED: PDD –B CLEANOUT co b m 1 SCREENED gss In 1 DUMPSTER PAD b �F I SANTA Y SEWER SE VICE 40' LANDSCAPE BUFFER \/r I t b N m b m I -- S42 °16'07 312.66' NOW OR FORMERLY PORTION OF BLOCK 4 m MARY D. ALLEN CALLED 0.70 ACRE TRACT I VOLUME 2338, PAGE 322 ZONED: A -0 t I VARIABLE WIDTH 20' PUBLIC OVERHEAD ELECTRICAL UTILITY EASEMENT EASEMENT 20' OVERHEAD ELECTRICAL EASEMENT EXISTING MANHOLE RIM = 281.20' FL= 267.60' ul � 1 CIVIL SITE PLAN SCALE: 1"=20' CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.0 — EXISTING SITE, DEMOLITION & SWPP PLAN C1.2 — PAVING, & GRADING PLAN C1.3 — LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 —YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0100C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. ALL ROOF & GROUND — MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT —OF —WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). CITY OF BRYAN 41 41 O` el �p I e VICINITY MAP 'z` p gMF ° 4N BRAZOS COUNTY ti> SCALE: 1" = 20' SYMBOL & LINE LEGEND —o— CHAIN LINK FENCE --0— WOOD PRIVACY FENCE —UE— UNDERGROUND ELEC. LINE —OHE— OVERHEAD ELEC. LINE —w— WATER LINE —s— SEWER LINE 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR EDA /C AIR COND. COMP. D4wv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER OGM GAS METER @MH MANHOLE oC.o. CLEANOUT -C>FH FIRE HYDRANT ®n' TELEPHONE PEDESTAL --- — BUILDING SETBACK LINE - - - ---- PROPERTY LINE - - -- EASEMENT LINE PARKING REQUIREMENTS: ORDINANCE: RESTAURANT w /DRIVE — THROUGH: 1 SPACE PER 100 SQ.FT. REQUIRED: 5,434 SQ.FT. RESTAURANT. (5434/100) = 54 SPACES PROVIDED: 72 STANDARD SPACES 1 REGULAR H/C SPACES 2 VAN H/C SPACES TOTAL PROVIDED = 75 SPC. SEWER (gpa) 3,900 15,600 WATER (gpm) 6 24 RABoN� ETCALF E NGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 jE OF T � 10 5��••°e••�^/ • ! e • e •eee sesees e • r RABON A go e • e .... N ME CALF • eeeee eeee• 88583 o •: N S t S O. 00 UTILITY DEMANDS r (EXISTING RESTAURANT) PEAK _ TYPE AVG. (4.0x) ELEVATION CERTIFICATE D REQUIRED ❑ +2` ❑ +3' 0 44 ' t NOT .x VMJTY TAP LEGEND .SANITARY SEWER IT WATERARRIGATION REVIEWE.0 FOR COMPLIANCE JUL 1 2 2004 COLLEGE STATION DEVELOPWNT SEWICFq CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF- (979) 764 -2933 FAX: (979) 846 -9226 FILENAME: 0194SP1 SCALE: 1"=20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 156 - 0194 _(yt SHEET NO. 2 OF 4 ui uj •' - • •_ , • • • • ' u Lli Lij . Ljj C ; • • • orf CLIENT INFORMATION DELPH ROSS KOPPE BRIDGE BAR & GRILL, INC. P.O. BOX 6005 BRYAN, TX 77805 OFF- (979) 764 -2933 FAX: (979) 846 -9226 FILENAME: 0194SP1 SCALE: 1"=20' ISSUED DATE: MAY 18, 2004 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 156 - 0194 _(yt SHEET NO. 2 OF 4