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HomeMy WebLinkAboutROCK PRAIRIE CROSSING BLDG A & BC 1 pf p�> ROCK PRAIRIE CROSSING SHOPPING C SITE PLAN 1" = 40'-0" GENERAL 617E N07E6: 1. PROVIDE HANDICAPPED SIGN AT EACH HANDICAPPED PARKING SPACE. RE: 4/A51.1. F� n LANDSCAPE AREA 2. PROVIDE HANDICAPPARKING SPACE PARKINSPACE 5,r'MBOL ON PAVING n < 4T EACH �4ANDICAPPE1D PARKING SPACE, RE: IASLI 3. ALL PARKING SPACES ARE 10'-0" DEEP UNLESS NOTED OTHERWISE. 4. ALL PARKING SPACES ARE'B'-O" LUIDE FROM CENTERLINE TO CENTERLINE OF PARKING STRIPE, UNLE56 NOTED OTHERLUISE. 5. ANGLED PARKING SPACES TO BE 60°. 6, PROPOSED PARKING LOT STRIPING IS FOR ENTIRE SITE, STRIPES TO BE 4" UJIDE, UNLE55 NOTED OTHERWISE. -1. COLOR OF STRIPING, 5TMBOL5, ARROWS SHALL BE WHITE UNLE55 NOTED OTHERWISE. 8. CURB RADIUS TO BE 1'-6" T`r'PIC,4L, UNLE55 NOTED OTHERWISE. 0 900 PARKING LAYOUT to re- NEI� 600 PARKING LAYOUT METES AND BOUNDS DESCRIPTiC'J OF A 12.55 ACRE I RAC I, ROBERT STEVENSON LEAGUE, ABSTRACT No. 54 COLLEGE STATION, BRAZOS COUNTY, T=X,',S Metes and bounds description of oil that ce•,c 2,55 acre tract or parcel of land, lying and being situate" '^ the Robert Stevenson League, Abstract No. 54, College Statio" , Brazos County, Texas, and being a portion out of teat same 27.50 acre tract conveyed from First American Bcr ,,.., SSB, et al, to Delmar Investments, Inc., as described by deed recorded in VOLUME 3146, PAGE 186 of the Official Records of Brazos County, Texas, said 12.55 acre tact being more part:cula-ly described as follows: BEGINNING at a chiseled %" mark in concrete, found marKing the north corner of said 27.50 acre `.-act ena lying in the southeast rignt-of- nay line of Rock Prairie Road. THENCE S32' 12' 28" E - 326.70 feet to a , /2" iron rod found marking the south corner of Lot 1, Brock One, L.O. Ball Memorial Subdivision, as depicted by plat recorded in VOLUME 2555, PAGE 313 of said Cfficial Records. THENCE N 57' 47' 34" E - 200.00 feet with the southeast line of said Lot 1 to a 1/2" iron found for corner and lying in the southwest right-of-way of Texas State Highway No. 6. THENCE S 32' 12' 26" E - 455.41 feet with said right -of-way line to a TexDot standard concrete right-of- way monument found for angle point. THENCE S 42' 59' 3.5" E - 228.53 feet with said right -of-ray Ine to a 1/2" iron rod found for corner, and being the intersection with the northwest right-of-way line of Birmingham Drive. THENCE S 56' 19' 13" E - 749.16 feet with right-of-- way line to a 1/2" iron rod set for beginning of a curve to the right. THENCE in a nothwesterly direction 47.13 feet along the arc of said curve ( Curve data: central angle= 90' 00'00", radius = 30,00 feet, tangent = 30.00 feet, the chord bears N78' 40' 48" W - 42.43 feet), to a 1/2" iron rod set for end of said curve, and lying in the proposed northeast right-of-way line of Lon gmire"1'rtve. THENCE N 33' 40' 49 'N - 86.62 feet with said proposed right-of-way ,c a 1/2" iron rod set for''11,: beginning of c cur,,e to the rignt. THENCE in a nothwesterly direction 244.84 feet along the arc of said curve ( Curve data: central angle= 28° 37' 47", radius = 490.00 feet, tangent = 125 03 feet, the chord bears N19' 21' 56" W - 242.30 Teet), to a 1/2" ron rod set for end of said curve. THC. J N " h - 387.88 feet with said proposed right --'-way line to a 1/2" iron roc, set for oegrn:ng of c curve to the left. THENCE a not -westerly di-ection 265.44 fee' along the arc of said c.-ve Curve date: central angle= 27° 09' 28", radius = 560.00 `eet, '.angent = 13d `ee` the chord bears N18' 37' 46" lA - 262.96 fee';, .o a 1/2" iron rod set for end c` said -urve. THENCE- N 32` ' < 2?," - 43.06 feet with said pr000sed right-of--Nc., line to a 1/2" iron rod set for beginning of a curve to the THENCE in a not -westerly direction 47.13 feet along the arc of said c,_rve ( Curve data: central angle= 90' 00'00", radius = 30.00 feet, tangent = 30.00 feet, the chord bears N12' 47' 31" E - 42.43 feet), to a 1/2" iron rod set for end of said curve, and lying in in the right-of-way line of Rock Prairie Road. THENCE N 57' 47' .32" E - 216.49 feet with said right-of-way line to the PLACE OF BEGINNING and containing 12.55 acres of land. Basis of Bearing: The monumented southwest line of _.0. Ball Memorial Subdivision, called N 32' 12' 28" W as depicted on the plat recorded in VOLUME 2555, PAGE 313. !1`3tf' i-:tued/i't- i, eed .2 -99 REVIEW, PERMIT & PRICING /-1.99 REVISION NO. 1 8a18-99 REVISION No. 2 11-0.1.99 REVISION No. 5 12-16-99 REVISION No, 8 02-22.00 REVISION No. 8 03-09-00 REVISION No. 9 A T EXST!Nrs DRIVE 4PPRO4C�-1 TO REI 1AIN. 2. E XIe- NG CURB/SIDE+JJAL< TO REt- AIN. 3. F'ROP05ED DRIVE, RE: CIVIL DRAWINGS. CONCRETE WALK, RE: -461.1 5 ANDiCAP PARKING, RE: IASLI. e, SC:O`'E OF WORK B'T' OTHERS, N !.C. 7. EX'ST NG CURB/51DE.1j4LK TO BE 1`,Z'E1`OVED. 2 DIJi='c�TER ENCLOSURE, R;C-: 17,45. S,.i13t-1'Y COLOR :5PECIFIC4TIONS TO THE CITY OF C"OLL . - STATION FOR APfi ROYAL BEFORE !N5_`-I_LAT(ON. 1 GONCt E T E SIDEWALK BY OTI-JERS (SID=WALK a"�L BE CONS"RUCTED 'WIT + T-JE L0NGP'1!RE DR. EXPAN'SiON). 10. 5TANDAR0, RE= 12,461.1 a ELECTRICAL Da;G5. LOCH E F'ER PARKING STRIPES A5 5H40014 UNLESS DIMEN6!ONED OR NOTED OTHERWISE 11, BOLLARDS, RE: 11A51J. LOCATE CENTER OF BOL�_ARD I'-G AWAY FROt-1 51DE OF BUILDINcs. 12. WHEEL,:§TOR, RE: '13451.1. 13. P rLON SIGN - BY OT14E F<�5, RE: 15451.1 14. "TEMPURARY KNOCK -OFF CURBS" (BASE BID). RE: C! ✓iL DRAWINGS. 15, 3'-0" W DE P4NTED ACCESSIBLE 415LE WIT!-4 4" WIDE DIAi.:;ONAL STR!PING tD 24'' O.C. ACCES. IBLE ROUTE 51-T4LL NOT HAVE R.1NNlN(z SLOI='E GREATER THAN 1:20 ( UNLESS RAMP AS PEiR T45 4.5). NOWHERAE SHALL THE GROSS SLOPE OF AN 4CGE55I51 E ROUTE EXCEED 1:50../AJ�\ r - � 11 5T4r-1;=ErD CONCRETE, RE: SPECS. SUBMIT ;OLOR 5PECIFICATIr"v6 TO THE CITY OF COL ,_v(':iE STATION FOR 4P;!1ROvAL BEFORE !Ne I.AL-ATION. 15. DIRR rCTIONAL ARROW, RE: 1945. ZL Ic3TRAFFIC 15IGN - "DO NOT P=NTER" RE: 14a/451.1 SEE47 PO�)4r 2'-0" FROM FACE OF CURB, 20. STOP 51d;N, RE: 14451.1 SET F'O: T 2'-0" FRCMf FACE OF CURB. 21. AL!GN $ CENTER 4CCE56!BLE AISLE WITH KROGER'S EN7i`;)4NCE RAI'^PS. 22. COiiGRETE= SIDE'1J4L K, RE: CIVIL DRAWINGS. 23, 4'' 10E WHITE LANE STRIPE. 2� `rYIz-IC,4L B43f_-ART STORAGE AREA, RE: 21A51.1. 25. '=Ui;-RE P4D TO PROVIDE DUMPSTER PER CITY Or COLLEGE STATION STANDARDS. 2%. GUTURE F'AD "C CANNOT BUILD TO THE FULL 15,255 5F. uNLE55 THE REQUIRED FD.C. CAN. BE PROVIDED PER CITY OF COLLEGE STATION REQUIREMENTS. 27. TRAFP!C SIGN - "ONE WAY" RE: 14b/451. ALiC.aN WITH CENTERLINE OF DRIVE AND SET POST 2'-0" FRON FACE OF CURB. 5 25. 'EXI5TING CONCRETE WALK TO BE REMOVED. 2ta. FUTURE PADS TO BE SUBMITTED TO THE CITY OF ZLCOLLEGE 5. ATION FOR APPROVAL AT A LATER DATE. /q_i A 30. 4" WIDE DIACiONAL (45') STRIPING: AT 24" O.C. c II@ �J AI I ; )n i c t u 2000 Bering Drive, Suitejj,'4 'kQF Houston, Texas rR`V 713 781 `f, its Fax 713 781,, 531 Members American Institute of Arcbif li -f �, F3\0CK PRAIRIE CR, S �- P N ROCS. M' 'MkiE i;, 'r_1IVIv'1. O SOUTH COLLEGE i 'FA PION, ..11-XAS) Prc)ject �o. 9818 UI'�1V 1.1 RS ( 11eclsed RV RLOO1418 of 2AS J U Ln r- O 0 0 0) 0 n 0 0 11 3.1 t�) > a; I U 0 0 1 r- to 0 1 00 0) 0 L., ,-o z_1 wI 1 4 III N 1u ° V Exist. �'�� T R.2 Stm. M.H. j v FL.26 Exist. Two 24' RCP'S r .297. 0 'g I FL297. 10 �+ Exist. Inlet r-- -'"" - T.R.297.20 n FL.292.84 Exist. Fire Hydrant rn K N Cos Line Sign Existing Dirt Rood (approximate) Existing Dirt Road (opproxima!e) - ------ t _ z,-- I ­ -1 . . ( ' - ­ \ ­ I_-,, ­ I I , I - I '' _\ -, -1 I -, 'I, \ C� - � � � - , \• � _ . v v _'_ + 305.9 _ ! 8' W.L. BY OTHERS �- � \ e ��. IN 20' P.U.E. -� 1� , 0 FIRE HYDRANT "� 'g --- PROJECT LOCATION I I BY pTHERS `� e �\ VACANT n ' r \ �I r `�``� j � TC.298.70 TC.300.01 TC.300. S/DEW �""� � Now or Formerly \ ,x , 96 ALx BY `� FIRST AMERICAN BANK G.29 AC G.299.51 c3oo.46 orHERS VOLUME 1088, PAGE 170 I EXIST. BACK 3:1 W OF CURB 0 PROP. CONC. DRIVEWAY. �, Exist. 4' Lone Star � SIDEWALK TO RAMP TO Cos P.V.C. Line b DRIVEWAY PER SHT_ C-3. pR�o 1 c330, / \ TC.298.70 TC.300.01 Q CURB P' ASPHvur °j98 VICINITY MAP o No W G.298.20 G299.51 1 G 30004$6 AND CUI-rERS B- WITH REVISIONS: � �� OTHERS , 7-07-99: DELETED ALTERNATE A-1 AND ADDED KNOCK 0=E ORBS AT N rn K N N 298.8 T �` - %03. / \�"'N c c n �N ,°a �o FG_ 6' SIpE ZONE C-2 PADS C, D, AND E. REVISED PJMT. LAYOUT, GRADES, TM. LINE AN INLETS fS + FG.298.7� FG.309.0 300.50 TP '1'Aki< 8y TC•3 I/ � / 1\ AT VARIOUS LOCATIONS. REVISED 30' ACCESS EASEME�%T AND SICRUNATE�R 298.7 01. or l r j / 20' P.U.E.; FL297.O 1O HERS G•30j948 CCJO � 27.58 ACRES � � DETENTION SUMMARY. REVISED NOTES. - �� 8 3?jI! ° ( , �� 8-31-99: REVISED KROGER BUILDING FOOTPRINT AS PER ARCH. _ _ FL 94.5 tK' �,. A, \ � 00 01 C,A `10 Q� f'fP.298.50 % - It---r v'Q J`�- /`�O A \ j 9-28-99: REVISED PER CITY COMMENTS. C9' ��o, O�Jv ,�O ®� 6 CURB / TP.300.30 TP_300.50 t, O)L� �Os� � 0 �i T s/ROp %� � RF/ � L � 12-16 99_ REMOVED DRIVEWAYS TO BANK, REVISED DSD DOCK AREA �t_ o , , 0j ��O �/� O . T .U®� 3os oo U � q< �c ® 0Tti� Rq '\ . 1 60' R.O.W. w L \ U °� o s T RS Np SCALE: 1 "= 0' \ PROP. 3.�6" PVC \O� '1® / 4 �O®• OS \ 0 J0¢ J qY A TO /�jfi coo °48 \ RESTRICTOR. GROUT o N �,o do Oo�•y o % A F� s q�p , 431> _ AT FL OF 24" � LJ q'P o �4� SO ,� �O '0.30 tir C' TO w \ - ------------------------- - + 304.5 r1,��. do 1, 1 y� 4 0 `�3 0 o c a N G �h �U `lo'O �Q �� O� �� o O ,0��09 BOOS 0 O lc J /N C e\ ro • �4 ' AlO r1, -4 O 6' -, O C O 20 OT �` `t°� " 1 `L 11 , 5®� `_`9, y �6 �O O. N`�,qs s + �oS? tO4 3 8� . j ti"y \ �, 98 LF: 24 60 `�Q C� `�Q ` c/R Tc ---- - - -- --- -- I w R.C.P. AT 0.25% ` �, 'F, + 302.8 J / Q � 9 � ey F y c 3° - - - - - - - - - - a Z TP. TP 296.45 rL°' � ,'�I o,°� +�0� u ,r 4� °�tiERSgNT �01 3 30 96.30 i ; Q O;, �O•C' ,r`�0 0 306.6� o I TP. 96.40 0 0 �, g 00 �O O �, 1 San. M.H. N, ^o rn I - - - ;- - - - - - - - TP.296.67 '� " O O l �0' �0�0 a ro ABANDON EXIST. 8 SAV. SEWER. o / O �'9 % ?`�� S/0 LR.298.36 rn r; W ofor �'•'� 9 ,U C' �F. J U Coa N. FL.286.50 � a � °; ti- _29 7P.296. io+ VERIFY THAT SAN. LINE CLEARS l0 � yJ ���9-0 -0 1�,�® 0 c3o °s5 4, R/(, q�� N, 8"E. FL.286.45 Q) i 300.1 BLDG. DRILL SHAFTS, FiLL WITH A Vol • �l O t C, ,� 3 FF 4Y s U 8'W FL.286.32 + I � O ff. T 3 s F g y T 7i'/ IN _ - _ __ _ CEMENT GROUT, AND PLUG ENDS. v ? G '90 0 `_,I I g \ T,44i 0 'OP 0 iQ �F`!y Tc /� SEE SHEET -2. S `O N 06, �/ OS` �. rA `1�hp �Y c J �, . �, .[ -- t 299,4 �`= 301.5 - -- - - - - - - , J .p N _ - -- - - _ .'I'o , �% v' �o � :� :90 - ° CO ch! TQ• �06�9 9 \ , ® �i�,� c0N TP.296.67 _- �1. o �; < IV o ' 0. ry c, - - - �� . --- --- - - - -- - --- -- �-(7_- - -yv , C q� t;S RAMPS ID DRIVEWAY_ T .29 TP.296.50 - - - - - - °' PROP. CONC. 2 6.15 ---- - ----- ----- O �} _ - �� - _-- PROP. SIDEWALKRACCESSIBLE' Exist. Fire O I` y9y $ TO U�4/j Hydronf. �Q 1 302.9 -P- QQ ,' O- --- --I� - - - - - - - -- - - ---- - FNT O-1 i, - s R A- S �, �y Exist. San. Swr. And Esmt. - - 9c� is 07 J¢� R% l 'sf �/ /r rQ I 298.7 00 299.6 To Be Abandoned Al - O � )� / vG. G .3° 8,. ,6, o' 4y F /,/"°w \ � Ce3 j auN o ry N - - O `>f - + - - - -- -- --- ------ - ; � �`�� J , e i o O�� oh O TA \ ^� 3os 9 9 e s 00 t'ti °Tti y�sgn a N rn 't ° rn O(, r,Q Or 300 1 `�` �G --_- 00 O O �o �� `�O" � 2 Jos ��' /T ,, ___�_ 0 27.09'28' _ ti iq N + ci N n + �® �f,0 Q �� 01 - O tb 0 \ ,-c � C 4 30� -_ CHORD= 262.96' N PROP_ SIDEWALK TOalt ------7- 11[ -i -�; ' 29G6 ! C �� O tj -- _ - �7 `�� . J� .0 6'•, %a i% ® o% lI_ �°�•r G fi .O -2s � r �- CHORD BEARING = N 18'37'44" W � MATCH EXISTING WALK. I ov F O^>' ?+r?9 299.3 011, 11 O4- Q: -- �304.7 '.- 4> ^�O_ --- ,�'' �•,30 0 \ x �, , - + F G.`O--I- % _ O �? . •_��O O --O A3 O� % O 0 c i � __ W i 1` � 9 - ------ ;'ROP. DOWEL CURB ON , � 0 O �J � ��•(+ `i ,\® ��,°';�QY ,\ I. s �__�� `L -�, ry'o ® ,�.� �•, O� 9 ---_ 3os.a _- -- 3077 �.3o�8zz -- �O �O ti / y % •�O Or O�P�pO�° moo`' u�oo A O o�f�C �Oi�'Oo \ - i---___ 7 8 2 W.L. gy /xIST M.H. EXISTING GUTTER. MATCH ry0 ya o c� s �` �, t Q 3022 'Q �A c� 30� f- - _- _-- orHERs �9 C, ,Gj � � O -Q _ A s ? 0) IN R.310.32 STREET CURB. N C y0 �� O �� +�o/ �� ,� �O_+ O _> O L O o p 2ss 3os.o- -��--- °'.s --- 79 20 P.u.E. _<i0� 6'Q tsg_ +299.7 O Q OQ �P , a -.� - 303 1 �% o-- O� (y� - ---- - - --- - - Line i� �, O �O 00 O - 304.2 2 1 305.4 305.9' - _i5{. Undgr. Tel. ----e 3po` �O�o C� 311. 31 . txist 6 Water i N pq - - 301. 1 - -- -- ------ I __ • 4 ,Z OCR P �. O _ �-- -- --' Ong O - - + - 4: ---- - - i - ) - - --- - TC 3 p9 SIDEWALK gy -- --- �Cgble Sign " �. 00 ,Q ' Q 4 �6 O \ c3 c 3 1s OTHERS o 0 PROR. 3O LF I-------- -- - -- �``' P �� c ' o + +--- --- as 308.6 PROP. 3 �6 PVC �., - - ---- I,. �, �C� o '� `L Q e� j 8 3o5-. 66---------- 3o9.5 In o 302.3 ri, . O \ 0) 22 306.2 - - o 24" R.C>P_ C�0.679; TC 310.55 309.9 0 __ RESTRICTOR. GROUT <? 0 3oz 6 - �`� U P �Q ' � `�O '-o � 3 �A 6's ��v � G.309.64 M AT FL OF 24" Q TC.310.14 �i C 3r G.310.05 , \ J -, 4 O 4 O O () \� I?, 1, , ®Cj. 4,00 0��0 O� \`�ro`O _ �y J aj* ,�`$,G.�° iA Q1GJw 3� tr,r �i + S .4 20 w�''pe DUMPSI R + ,•��3 Q GMIFiE:P, q ao '� .n -1 O P' Qj 5 0 �j G O SPH Exist. Fire Hydrant r. +n J � ` O GO &I 61 -f-_....- x/ •tip -�.•----- --- -. 302. Q • Qj/ "�9 \Y 3 � , � �O .� P � •p® v'0 ENCLOSU 305. 1 �'• + 306.2 CURB AND . PVMT. WITH r .`Q -F - OLONGMIRE DR. ' -- {j �' I �\ C.3 GUTTERS BY op �O G P� O,Q F� \O ° OO 3pU _ �9, g `� OO �°C� ' A O �' �._ T 09 OTHER r< � o� ell ? Gj -j,� Qa ,Q �e`c- �G� PG 7 -<, - --- O _ 03. Dr O� S s� G 18 S t O --�� I ' 303. 9 �Q OO O T P. 308 UN rn �N 9 9 O•� O�- �`\,�C,�. 7G�. '\O:g�0 O��h'�1 �o� yO� !�f ® Or!' �, �4 ='j ----- 0� -- -+__ ---- X - --__ 3 •-___ `\ eb y� 6g 1 s� F o _ (-)- - p _._-____ TC.310.14 TC.3 0.55 2 , c� N+ v j �, ' , � ,erg- pk �� �, , , © _ 304. 7 O 1� �O SO F - - -- - o o ro ,p 305.0 �- 30 SlDE4VAt G• > Q `Lo3 u Q<` `� Off, K�. �1 ,00 i Q `��_ �� !� --... `t �- } K BY - __3 9.64 G.310.05 o O A? 0 OG�'� JRA �oz�Oe OQ �, �� 00 - - �- a N ° '7 t 306.8 OTHERS 308.6 ci + O O O j' $ -- 305.7 %'p OR ) J + 306.9 309. 7 i J Off` �® Cj0' ,`Q •,\O w '\ J" \ rah' ,�O JGi i� OO' � O �- �_ Q 306. 3 O � � 310. 3 n °� rL J rlr O o �� -� ®I O , c T^y 50 r,� O {- - • O .O O 9� _ _ 308 1 - --- 3�- rl�- 3 9.5 _ - --- rS _-.- O O``?' h O �0 .�.o v'w - �3083 6" CVC3B N �v O O DUMPSTER G�' E�J c "� �,� F� C `� o `Lux p '- O Q� � ,� c90 v C) f TP. TP. 6" CURB N O P P O k °I C� `c `t' O u' V. I N PROP. 3'^ 6" PVC Q O hJ ENCLOSURE �� • O �' O "l, •4�'� �S Ors •"X '- s % 'NV a' TP.�06.40 TP.306.20 306 2 2 0 TP.306.20 0 0 ®�O O �� �O O� �G1.4 O {'� O . �0 nL TGp305.40 In RESTRICTOR. GROUT � 'Q 'C - �O o � P_301.00 \ A Q -�\ r1. li A I tt - I + 3oa.2 , AT FL OF 24" °� .V ,c 4 .o '© o j kr�w� 10 FL302.34 TG.305.40- __ 1 o"FL-302.80 ro ® �' 0 00 010 GQ �pA �99 1p 0,� lo00 �o Oql° fP.30 .00 +307 a 12"FL302.06 TP.305.70 o Nrnfln No^ RB O1 O �' 10 .) �0 1Y �� .O ?3 �ih O O I cC U N N O y rL o� C) O O O0 I.* sr K - TP_3U�6-00 1 15 LF, 12 P_V.C. AT 0.40� „� E ci o O �y� �Q ry 0 O Sp C'�i ,, S 1 T: 305.60 °- o a + o O� O-' `- - /� O Q rL "o 'L0 O /\ -P 3' G t1, o I � TP_ E- � L' to O' `� ix �/ ti v ' O B S �P TP.306.00 TP 306.00 305.45 .0 PROP. CONC. DRIVEWAY. a N �,O 'Qo O O 0C ,, BOO• i b0010 Q D �V1_ O¢e� Q K.O. CURB + 30 .7 Q PROP_ SIDEWALK ACCESSIBLE I N O,� ,o C, `L °�' O 1- oF 304 M' I 'o b @ O `V 0 /X�,, a 15 LF. 10 P.V.C. fl RAMPS TO DRIVEWAY_ N a O� dp �o :.°' r C��c�'/T9�'O �� o I FG.307.5 STUB AT 0.67% FG.307.5 0 °a x o I- '� 9 . O .> A x3 � _ I W IN 4 rn K I ~j0 '1/,7c 00, .G O C 7 �O ,� �A �o O �� �Q SS �,� O �G p ,� I o o N. N n") + °I't _ 7 >' ,�<2- O '�O �M -/ Q- `'� " X\ ,V 1 co PLUG END. o sn to N N r< U N 6"C g AF J00, \y�F a�a+j ro Q �j0 r� O�jO . D� QO ,ktI. 9 O�GOfi �0 S ly • rb 10"FL,302.44 m� o h BEGIN N t n Dc� ®'"P '�O o F J o u' o O O O 9 O �S' O 2 v' "- 061_ o o x n 144 LF_ 24 R.C.P. u r `l, �s o P - w AT 0.18% O O' aj° ' v' 1 - _ S L _r 3os. o n - o ro PROP_ 18" PVMT_ �--- --- - O `2 S0 �9 �d+ 6) h v W m P FTG. WITH CURLS o �t7 50 � ,_.. � 0 .<c G' ^ O • p I CO � F- �7®�• O . ,�R / Obc '��K Q 'a � iC'9S yT^ - T,o O� I i m o I� URE ND!� !f o : ,o� �" ^�. 5Q OGj��. ( ` O• q C%i 2A � � %, � �0 �% t]G o�n to (3 i F. ci +W) ai T0 Q J.O G ���G Q �'�O �N �9 �,O OS� .pT `3c93 h0 v to I 0 I o cj Ia v � \ ,,4, 1 �� G. 99 A F . O A 9 •� ( ® Oy S o _4 6 REFER TO SHT_ C-3 FOR i Z P Al O. �, Q-• 10 , ?O . `1� .� O KNOCK -OFF CURD DETAIL o 0 0 o ? �j0 �� `. Q 0 ' r 01, I O O `10 ; �Q 2 O �! `?0 `SAS '` �' a-� t _ o 0! 0 ``; °� 0 FG.308.0 F 15 R.O.W. DEDICA N 99 Q °\`� ' SG J� rLot �, VO �. S 'ti 99 1 O I I G.308.0 0 'rl i a 0 PER PROP. 6" CURB 3.299.00 a- '� G O G � O 1 � Al o L0. WITH 18" PVMT FTG � " �� <Q O• °%�Cc. O Q - F:' 10 �,p S 2.O n "? p BALL SUBDIVISION E 2 PINT_ o FL-292.34 © 0 �1W tiO�* �O ro O� 0° ry;' to• 00 4 �0 . O •� ® � ti o- ti o A G'.<< dj 4 0) O O `L °) •v' � O rLEAVE 2' CLEAR _ � � I �O ..<<�' ry s- . �O �G•,Xy,` Oro' a� u. 30' HIDE AC iISIS 1,-,.O 95' R.O.N. 0) I OPENING AT BACK , �) .= N A �Q .� I- ti ® S O BENEFIT °-o w rn N ry OF ISLANDS TO DRAIN 1 O -q 6s �' O `>9 ' �� 1,30 O o"' OLD R.O.W/. LINE N O 7®�j0 �?0 0 %o ` 9> `Q rye C� 1 P� ! o� �' to J,\ REMOVE PART OF EXIST., tv o I o (6 ,a rn - o THRU. TYPICAL. o d O O I O 41 P � ��' � v N N o Cj�? o r' `V I �� �O q Q; ,y0 3.00q .V C. O� � o FG.307.5 DRIVE. EXPOSE REBARS 1 FG.308.0 ,0 1 + ^ IRETAIL 1 of �, ox ry tiS �j® TA O tj' , s h '`? I `�' AND LAP 15" MIN_ AND 'F a 0 o R 299 �. a \ O O rn 4. I I 00 [,-.*.'-.'�..*-...'-.".�'-.'.�- N \ 00' ` rL .o i O � Dt TIE TO NEW STEEL t� t F ), O Q O 0' �-® a0 x N o �._..m. o 11Q ' G' ° S S .� v ,,o a_ ff) W N EXISTING CONCRETE to I c to I � 1 �o o S 1 + 3o4.s . a �Q 3 _ PROP_ CONC. PVMT_ i o� PAVEMENT TO BE REMOVED A ,� o :� o Q. 3 O_ CURB �, o o o Q A ,o TP.305.0 + o n o o F.�.301.00 �® ti �,°i° �O �,� �, �I �, oQ do �� �0 , TG-3o3.7 _, , TP. TP. "' 30 .a+ �� c � " a \ � 10 O `� . 9 Q P pc tx -- - 306.40 307.20 O Street Sign BLOCK 2 o o V, o o `y0 �, O '� O O �Oti '� . 0 2 1O-FL.300.60 306.90 + � �`J 118 LF. 24" R.C.P. 00 C' O Q' (' . O .o ! 's O �� BELMONT PL 1 � I . > o o 0i P CIO G' .1- O`� O p�o'o,`L `1' � <4 � 0 h � TP.307.20 d- 0 - ®_ AT 0.18 cn TP.300.0C l �O v �, o� �, O 08 k z .I2 o o $ A .O O rod `r T � x- �O F O.O .. 0 I - --- cal 9 U aF GJ� TP.305.70 rc. oa.l-TC.,30e.85 - o c� 0 Q t W k � L Dt O °� � T .305 30 • P_ _ I � IP.306. � 0 � - r� <�. f 306 00 I T 5 t. `TP_307.65 .. 3os.97 m O ,y W � � � u . O �� O Off• �' •���< n � .•:.•.:••.:•:.:�. " ! � � Q O `1 �. g o ;3t0 � 307.37 6" CURB 308. 1 1 ....:...:.' .• .'` : ::•.:•:.•.•••••: O .EXISTING DRIVEWAY STREET �I 299.60 _.T_ -_T "`"'•�;::b:•:. :::'•} "' a54 o R.O.W. TO REMAIN IN PLACE. `! 60' R.O.W. TG_299.4U O v - T = - -' .,�..:� ' iO O ' ® O o -- rc,3o6s 3os T5 - L--- -- r �:so . #7T-- c, ROOF DRAINAGE,_, /•� 1t1 ,o a Tc.3bs.2sl d.3os,9 a� dn9 �ing n y _ _,_G_J-9. --- , - y Ool. 2555 P 13 _30T, 65 3`� P 72 38' T ���j tf) ,p 1O A (y •? � �t 1 d P f G•305.93 --I � t I TC.308.08 Access o5erj�en ` 1l! FL.296. 6 •�', V• _.... Util EvsBmEn Von ble 14t to - _ 1 --I 9 �3-.. tq ;94' TG. v o �'r✓ 0 24 FL.293, 7 la /�, 4 � O ;� o ; Ex. Elec. Trapsf. dd --I - � - ---- --L IN I- - � w A O �z ' Q 52 LF. 12 P_ .C- \ � -- 0 ,� ;�' I 15 Bldg. Lire �I T j- r - -_ t � 299 00 50 c� .I I -I r -f _. _ T_P_308.38 o.3os._ 0 4 FL292.13 0-.. y .o 0 � T to . m TP_301.00 c� :j0o " i �O �,Q% •O O w AT 2.00% �� ° c>r -� i - ----- T� a7cf''rz - rn�i i.W NN n_ :-_Fry 61 LF 10 P.V.C. 6'a ! O ® o s +�O �O� I- F-" C.308.32 a.30.3D T I 04 N U N iiIN � AT 0.72% P TP_300.90 u?� •00>� -- :. _ fo I PROP. SAWCUT UNE _ TP.308.55 300.40 `, TC.3o6.09 I NEW R.O.W. L N�' + ~ " TP.2 9.70 \N11P.301.6 o TP.305.00 05.40 t - " I I TP.300.30 TG_299.40 o TP_299.80�)/ �_ Q - a - IAT10N o x G.305.64 TG.305. )a 15' R.O.W. DE IC PROP. CONC. DRIVEWAY. ' I, w o n TP.300.90 TP.301.10 TP.302.35 N _ 0.072 ACRES \ ' I, co 2 10"FL296-70 0 I TP_301.I0 TP.303.80 TP.304,,60 �, > I PROP. SIDEWALK ACCESSIBLE oo '' / / � // -� TP.300.30 N K.O. CURB TP.305.4 - a / Exisr. R.o.. E RAMPS TO DRIVEWAY. I I o '\ . 142 LF. 24" R.C.P. e: j m 1 T� Ex. Son. M.H. I I \ AT 0.18% I 0] H'- TP.299.70 - TP_301.10 �, .. - I - ts' Utility Easement BLOCK 1 ,,'I ` I . ''�- MATCH EXIST. PVMT. LR.29702 _j I TP_304.0 h ! i Vol. 286,. P . 60 / TG.307. a E FL 29020 (I TP 300 30 w ROP CONC PVMT TP.300.90 K 0 CURB •fG 30I 40 \ TP 305-40 r; ZONE C-2 1 ELEVATION Date Issued/Revise(l -26 99 RF`iIEV^l, PERMIT ANC P;; ._� 7-; 1 -99 RF`✓ISION NO. 1. 7 l <; -8-99 REVISION NO. 2 1 i C1 --99 REVISION NO. 5 & 12 - 1 6--99 REVISION NO. 6 A 01-28--00 _._._..- ADJUST PAVEMENT GRACES 02-24 --- CO SITE PLAN REVISION ��3-09-00 REVISION . __ - - __ __ - ___ ____t __ - - - - - LEGEND OF EXISTING FACILITIES x 35.2 Existing Elevation Existing Water IJolve Existing Water Meter Existing Fire Hydrant � Existing Power Pole - - r i 0 Existing Storm Swr. & M.H. - Existing Son. Swr. & M.N. ------------- Existing S.W.B.T Conduit ------------- Existing A.T.&T. Conduit Existing S. W. B. T Closure __ Existing Entex Gas Line - �H.L& existing Water Line -- P. Overhead LEGEND OF PROPOSED FACILITIES DIRECTION OF SLOPE 64.65 PROP. ELEVATIONS - PROP. WATER LINE PROP. GRATE STM. LINE . PROP. SANITARY SEWER F.G. FINISHED GRADE F.F. FINISHED FLOOR F.L. FLOWLINE G. GUTTER T.G. TOP OF GRATE T.C. TOP OF CURD T.P. TOP OF P AVEafiENT T.W. TOi� OF WALrt T.S. TOIL OF SLAD BENCH MARK. G P.S ELEV. 279.43 FEET ALUMINUM CAP SET IN CONC. STAMPED COLLEGE STATION MON. 1 31 , 1994 (NGVD 1929 MEAN SEA LEVEL DATUM), LOCATED SOUTH OF COLLEGE STATION, 250' ± WEST OF THE N ERS "ION OF EAGLE AVE. AND THE SOUTH ACCESS R0 ,t "E "WY. 6 AND 46' SOUTH OF THE CENTER LINE � +E ACCESS ROAD AND B INC 0.70 MILE FROM THE INTER � JN OT ROCK PRAIRIE AND SAID ACCESS ROAD. T D.Y.N()1 (555/18): ELEV 30 .64 MOST SCu �ERLY BOLT ON TOP FLANGE OF FIRE HYDRANT LOCATED 200'± SOUTHERLY FROM ROCK PRAIRIE SOUTHERLY R.O.W LINE (80' R.O.W.) AND 20'± WEST OF STATE HWY. 6 WEST R.O.W. L,'1F. T.B.M. NO. 2 (555/19): ELEV. 300.50 FEET MOST SOUTHERLY BOLT ON TOP FLANGE OF FIRE HYDRANT LOCATED ALONG BIRMINGHAM SOUTH R.O.W. LINE (60' R.O.W.) AND 623' ± WEST FROM THE WESTERLY R.O.W. LINE OF STATE HIGHWAY 6. THIS TRACT DOES NOT LIE WITHIN THE 100-•-YEAR FLOOD PLAIN PER FEMA-FIRM COMMUNITY PANEL 48041 CO205 C. SUMMARY OF STORMWATER DETENTION 1. SITE AREA: 12.466 ACRES 2. ALLOWABLE DISCHARGE: 83 C_F-S Q 3- DESIGN DISCHARGE: 29-08 C_F.S 3. DETENTION PROVIDED: 75,635 C.F. MAR 2 2 2000 OOLLCUr- I . I DEVELOP��IEI`k �i/I t a'vr F�.2a9.a7 PROP. STt ! o TP.301.5q , •298.00 10"FL297-46 -- - 1.43 ACRES i ' - i s s. FL_2a9.s7 " M. INLET � � � � TP.300.6 K.0_ CURB I I I � � �' ; W 48 X48 GRATE a 1� II Ex. Son. M.H. - to 16 LF. 10 ,P.V.C. f � � _ - ✓ - TR.295.50 Exist. , son. o TP. TG_298.70 0 _ 0 r'� r- 0 o 1 16 LF. 30' .C.P. AT 0.36% o 0 ° v ` rC.3rJ , _ % EXIST. BANK N.I.C. ,�� J Fire Brant TP.:3 0.00 ,� � T AT 3.75i' , , ( i � " •4 ci t. N 8'N. FL.289.26 v , 1.Q0 24 FL291.87 Al o � moo FUT�lRE PAD o v FG-305.50 ® _ c.so6�s � � i , ° 8'E. FL269.10 (jj _� x CV j 8"W FL.289. !4 0) 0 N 0) M - - -�_� N I 36"FL.291.54 _ °-- VV'-- P. 30"FL.287.52 -I � a � `� � 0 FL296.80 f - t 1 _ �i, - ° I N FG.303.00 > o K I 4 i n �' ' � i/i N +Y_301.00 �/ " v K 0 CURB -3 �; " N 30 .50 , TG.299:40 • � � o rn �! �6 10 FL•296.40 IN � -� �0 �- - ��� i Y g � I n �� ° M P� C 30"FL293.21 iP.303.�0 SEE JIB PLANS T ® o� "_ °21 r ri N �. g K.o. cuRe 9 % ! - �, TP.300.35 TP.300.35 YLON 77 LF. 1 OA P.V.C. ry FOR GRADINGT-. m % ;I L 29s.s 6" CURB TG_298.7'0L...,GQ' o Cv a TP.302: I _ -- � o; �� n"" E o tJ � � 1V ()( Y �1V E1 � � 1� +D T °SIGN m o cd STUB AT 0.52% cv TP_302.50 TC.3 4.80 i !r ! •. ., t. '� N - ; o o t - ff)TP.303.75 G 1 c a �' �' TP. 24 15q v 0 o PLUG l D. wy TP.303.00 - , � ,, J ! -I ,i I Z, I 3 o N + _� � ._. ova , n END "d 99.30 30"FL292.71 \ z 9.o i' _ _� f ri to 10"FL296=b0,) ti TP.302.00 a� os.1 " r \ �O gg.0® co a_ % fP.302.80 PROP. 18 PVMT. \ 36 FL_292.Oo ;rT? 2, o C- / 04.65 - �� �. IN x :'( 00 Berinu Drive, Suite 410 t o R.C_P_ AT 0.41 UR9 Ex. Exist.hor Mrl P --K-_� -C i PROP_ CONC_ PVMT. / 303.3 TP_ 04.60 TG.3'p5118 I - W U y Al8.80 >' C T-- ' TC.3 I ' I urcxrrls -R Houston, Texas 77057 TP.305.4 - TP. 9_ I 1 j , - 20' UTILlTN EAS£ME 030,593 ! -T- Fire Hydrant FTG. WITH CURB W 1 - 16 . 36 T T.R.299.53 / -� y t5' eui,dn Linu UTILITY T 7I 17E31 5:?6? 2-9 _5 y k k I 29 00 -r` -` ) 20' P.U.E.-r.--Ex Sari - e 296.9 k W W 2, s.6 6" CURB__ - TP. 2 j __ 4 8"/u 292.63 TP.300.0U _ / TP. - �t T - . + W i E , P_ TP ry TP. P� TP. 9$-$0 8 5. 293.22 / 3f}2 30 I _ - - 04.75 j,R 30S.a6 _ - -- --- - - - - i - s% n _ - -1 - - 3os.7a=- --- % o Fax 713 781 5;3I7 fP. TP.+-- o NN 298.a1 \ -_ y 4) rn oo, 99.Od 29 .90 �93�1 299.10 298.90 2 os Line' - - TP. -- - t T --- . ernbers American Institute of Architect; 'tIn . � so 303.20 6" CURB _ Lone r G Exist. P.P. 6 C. - _ 8 S 298 53 ---- UN ° N on. Af.H.',�l CURD n. Line ��Exist. b" P.V. _ - - - - - _ - - - - _ - - - - - - `-- - - - 20 Utility y Easement / 4 W. V. ,6 n-- 304.10 N .ca Ex. g" Sa �- ' . r Line.------------ 305.0{�4.9 LR. ti Ci ci R.296.26 Exist 24 Wate - _ - -- - - - I rt i TC.299.72---+------ xs �x.2W L. T- 16-U.E• Exist. _ - _ - Exist. M.H. - - - - - - - - - - Ex. P. P. Ewst. 12 Water , --- ------ n J U.N. + 8;"FL-291 • _��� 2Q P _ _ - - TC.298.78 £x. Undgrd. TeL G.299.33 TC. 00.54 - - - Cl - - les Coble Sin TR.299.10 T .302.11 -- - - - ----------------- G.300.54 Exist. 24- Water Line TC.303. 12 f - - - - - G.301.6T - - _ 296 P4 W.L• 292.72 - - _ t Undgr• Tel• Cab C.29a.34 9 + 299.32 Exist. Und r. Tel. Cables / G.302.65 TC.304.07 G.304.66 - - - - - - - - - - - - - - - - - - - - - - - - - - STATE HIG Y 6 WEST FRONTAGE rl 9 Ex. San. M.H. G.303.62 T TC.305.25 Exist. 24' Water L,ne ��-------------- ----- Line N Valve - TO __ TC,297.62 Ews Lone Stor L 298.34 1301.67 3 G30479 Exsl 6 PVC L St Ex. F.H. E PP - ----- U_• ('os - - G.297.21 Exist. 6� - -.. -- r �I ' U TEL. Gas P V•C. Line Exist. 35' Wide Asph. Pvmf. 02.64 + T.7N. 2 91 i - one ar Gos Line x PRAIRIE I Exist. G T £. Und rd. Te% Lines 299.09 300.38 300.75 a S 297.97 303.70 + 304.56 + 9 Lone star 295.4 ° x's R eln LF 297.20 298.f4----------- 301.10 30T.41 ENG Ga p'V.C. Line - _ _ _ _ _ _ - PIU, 1R.C_P. --- -- ---- �+ 302.27 +302.60 303.37 j 1G.296 06 30" AsPh• Pvmt. _ -+ +- 304.33 �� CENTER ��.�. __- `Exist- W.L M.N. G295-65 Edge ' - - T P29y V. 26-30 92.17 pg5.83 -}. 296. PROP. 7" CONC_ ORIVEVVAY_ \ � // _ ------------- -- - TC.294.89 92 -� - _ __ ----- _ _ -.- � 29b.7 TO BE PER 295.55 294.83 REFER TO ARCH. OdYGS. FOR __ --- - - E R•0W• �_ _tA - 295.15 _`+ " AT 0.50% STAMPED CONC_ AT ENTRY_ STATE I1G l +/AY 6 Ai��D ROCK PRAIRIE 1N STAr AND RF 30 R C. �\ \- 300.00 _� _ SHOPPING CENTER STA E HIGHWAY 6 R.O.W. All WORK FlCAT10N5 pvmt• 294.49 294.�4 �__ �48 299.37+ \ COLLEGE STATION, TEXAS ,n(DQ( SPECI Edge Asph 294.4 293 \1 i j/ / 300 R.O.W. LINE 91 296-3�� / 29�- 293-3 295.5 �115 SHED / -. �/'°\ ,----AT STA. 1 +00 PROP_ STM_ M.H. --. 293 6 Ex. q Ditch 294.8 A T / i' PROP. STM. INLET 29i2g4 4 I ! i, AUGER 40 LF. TOP RIM 295.70 SEE DET�� TG_ 298.70 296.a I STA 0+56.00 30" R.C.P.-State Highway 6 STA.2+04 30"FL286.78 /Top Slope M.H. lj� + 294.8 2s 6 PROP- STM 24'"FL291.87 ",\ . West Ft . Rood 36"FL.286.78 7 2ga.5 + TOP RIM 295.70 36"FL.291.54 9 '�' , 296 30"FL_287.52 "._.a _. _....- . - --- r S-VA30' _2Q4 < I �/ Sta�Gos Lone ,/ PLOP. DEVELOPMENT O1 12.47 AG. OUT OF 27.50 AC., L.O. BALL SUBDIVISION RAD1NG AND ' DRAINAGE + 293.9 �j0"FL.286.7r3 78 / � \ \ 95.5 36"FL12- � 2997.2 PROP_ 24" j PHASE 2, BLOCK 1, AI�10 DESNG IN THE R00ER+ STEVENSON LEAGUE, A-. 2g4.8 To A Sloe _ Iq_C,p , Exist. 8 "" G. T. E Undrgrd. Son. Line AT 1 , Tel. Lines State High oy 6 COLLEGE STATI01''II BRAZOS C0E)NTY, TEXAS 293.5 Top Slope 293.9 PROP. . - To Of 24- W.L. Entrance amp +- 64 LF 6" R.C-P �� 292 P A % Elev. 292.72�. 36"FL• T 18 , EVENLY GRADED RIPRAP, SACKCRETE +291.1 28410 '• CLEAR MU W.L./ r 6" MINIMUM. OR BROKEN CONCRETE PAD, 18" THICK 288.3__ ryp 1 `l i �\ I! 286 5 Exist. oe Slope 288 1 / 1 WITH NO STONE LESS THAN 6" AND - - / / R I ..�* .I., WEIGHING BETWEEN 80 TO 150 L6S. + 2 286-- _ -- _ - \ 60X36" Bax Culvert PROP. 148 Lr_ 30" R.C_P. AT 0.50% - `i 2853� 286.0_ } - - Exist. Ditch 285.9 } 286.5 Box FL. �_ 64 LF_ 36" • FL286-0 284.59 288 I ��- ' ` 2as.6 - --+ Zas.o Exist. Toe Slope / H FL286.0 s P 4� 1. 1.00% ,� s� v -DITCH �/-- - - Civil Engineer Aychiteds L Sur'v'eyorrs F7iariners +--- 2a7o Exist. Ditch --- _ 18 THICK PAD 2:: - _-- - 2 .4 286. o �--� ,= / -_ _-+ rr " 13100 Northwest Hwy, quite 5t;0, Houston, Texas ' '704J 285.9 d L 290.0 ' � moo , d I - 32 __- - 290.27 ON P,AMP - _- TEXAS STATE HIGHWAY 6 30�FL� Phone: pt31 ��t-o��s ,: lrtsl 4�z i7 Exist. High Bank 9 -- �� �- j^ o- , 289.7 -_ -- 290.07 SOIJTI�I MAIN LANES 284 O t OO 1 +00 H: 1 "=40' V: 1 "=4' 2-> OO 286.14 3+00 ENGR: C.L.R. 290.0___- -_-- DETAIL A -- PROFILE OF PROPOSED STORM SEWER IN STATE R_O-W. GONE: R. sauNAs __ .. _..___....__.- 289- _ � 6------� __-- -�- 290.03 Exist. Edge Pvmt. _ __ - - 290.65 289.8 °.�.____- _ _ . _....._ _ g + ` 7 • !._.'� .. 18_, , _ J C, M v 0 0 0 o-) 0 0 0 t- 11 3 T) I-) > i N U 1-1 0 L0 CD I 00 0) 0 1-11 Li L J 0 z COLLEGE STATION � CITY LIMITS LINE Existing Dirt Road (approxirnota) - -- -[ -- - -- -- - - -- - --- - --- -- - - -- -- -- -- - - -- - Exist. In let /, ��,,�, L R.298. 28 Stm. M.H. P . FL.293. 9 T H, 296. 62 �41 Exist. Two 24 " RCP'S i FL.297. 10 �+ Exist, Inlet LR.297.20 10 n FL.292.84 Cos Line Sign o - 40) L -- -_ IN ti 8" W.L. BY OTHERS � i Q E N 20' P.U.E. _� �_ I a, �� FIRE HYDRANT �_ --- - BY OrHERs \\ VACANT 0 o Z Q TC.298.70 TC. 0.01 -�= F SI \ \ �� Now or y `n � .y 0.298.20 G.299.51 G.300� 96�- DFwALK B/ Formerly B FIRST AME RICAN BANK � W EXIST_ BACK 3 4s orHERS �� \� VOLUt`�1E Woo, PAGE 170 m OF CURB PROP. CONIC. DRIVEWAY. `Q \ �, �\ Exist. 4" Lone star SIDEWALK TO RAMP TO //�� cas P.V.C. Line 0 DRIVEWAY PER SHT_ C-3• MARE jcso\'� t\ TC.300.01 CORpROp. Asp D G 301 g 4g \�\ \ __ �\ ' 110 0. 98.20 TC.300. BAN H. p✓ 8 \ \- \\ G.298.20 96 J M p � N _ c.299.s1 0 c r rT c �- � c.3oo.46 urreR; er WITH C r\ ^ _ 0TyFRS �� �� I � N rn 298. 8 . - . _ Q. '� ; Dai,e Tssiwd/Rf,� 1,ed . 5-26-99 REV!EW, PERM,' ° I-07-99 REVISION N0. " 8-18-99 REVISION N0. 2. 1 ... I" t - _ - ___ _ - - �� N_T.S, 1 1-1-99 ' REVISION No. 5. '1�' 12-16-99' REVISION NO. 5. v_ -- - , -- -.- I ---- _ - - _ 2-24-00 REVISION iN0. 8 09- 00 REVISION NO 9 --- - - -- _ 7, ��, �-PROJECT L O C A T I O N --- - ---_ -... __ _- -... '.- --- __ -- -___-_ - _ 1 __ - -- _ - - - VICINITY MAP LEGEND OF EXISTING FACILITIES 0 � + �� ' ' IOEWACK eY Ors ����- w � ZONE C-2 0 T - \ 27.58 ACRES Existing Elevotion 20' P.U.E. -'�: . . . _f NEpS����, GC.3 24 \ �/ x 35.2 c. REFER TO M.E.P_ DWGS FOR 6" IRRG. SLV. 30j 98a ' �ooA.O \`� SCALE: 1 =40 LOCATION AND TYPE OF BACKFLOW 3S oristing /YvtF/ /vlve PREVENTCR IN BLDG_ GQ �- . ' . ' SAN. C_0 � \\ ° \ \ \ I J� Q� 6 •CURB. ' 6"F-294. '• \ • existing Wvfe� Meter 60' R.O.W. •SAN: �C.O_�. 35'-' 6' 00 _ ' CONNECT PROP_ 8" WATER o /� A LINE TO EXISTING 8" W_L. ' R, . . 6"FL293:65 . •AT 1,0 \ I ,- RC,�c, � ` ; - FIR Fx;;ring Fine Hydrant 1 - 8"X8" T.S.&V. W BOX �' 10' WL• EASEMENT :. ♦ \ ° C t/ ,% c `�<:, r ay F tir BORE 45 LF. ��F �: ' �., ♦� 4.o oR q ON °Th U/?r -C r OF 8" W.L- O \' �° C' ♦� \ Sr o /(x </�� C 7 c S ✓T \\ c; fisting Powers ate CONNECT PROP_ 2" WATER - - - • - .-- � ? . ' . ♦ �� ♦ \ '\ 1 p4, �q�p11�aJ . � jo � 8� � \ - Exstin Storm Swr. & M.H. - 9 LINE TO FROPOSED 8" W-L. . ` . . ' ' . ♦ _\ `<�\ _ I - . • . ;t \ - Existing Son. Sw�. & M.H. PRi-P. 2'W.M. �' '" . F' - o O f �, \ < 1 2"XX"90'EBENO aT T co 0 `,.t _ - - - - - -- ---- -- ,T r � . . . �O 1`L� /. j cQ�%j ` 7R� \ �\ \ - - - -- - -------------- Existin r1.B.T Conduit WtTti BOX. Q ?� V ��� g Q' . ' A 'Q� 9C', 91 \ G \ \�\ /C ins 6y \ - - - o S ,p O F p��` � S4V C, .t;�R \\ Zo•., Or \ Existing A.L&T. Conduit • • . ' • . . ' POD l ,y 6', , \ Existing S. W. f3. Closure \ TC ------ - Existing cntex Gv Line ail, C' �, , ,� OCi, �� __ c� F C'O ti FIR � �, \\ \ - -- - - -- -- - - -- - nt IsI �02Q'. � I©.GQ� F F,Q ��0�9� PS, , <�l' " " ANC ,v/- �33 � \v - Ex;sfinq Woten Line h ADJUST ht_H 6'�ti ��� F�O� �O�i � /� s�'(x� 6 rG, '. S CA \ \ - - H.l.& P. Overhead �' S �� 9 �-• RIM FLUSH, ! C' FS S', \ S ��1. o o <'0 Exist. W.V. r 0 WITH RVMT.. '. `�9 Q ABANDON EXIST. 8" SAN. SEWER. O °y �, \ �� � 3 R R, q</1 tiC \\ \ �• CONNECT 8' PUBLIC WATER LINE Son. M.H. I - . t ... - • 'Qi - PLUG - 8"SAN.. `. VERIFY THAT SAN. LINE CLEARS �I - Oti ` �\ f -, C3 S 3 T � �Q � p 0 Ili '\, o g S F Y I �Q \ \ TO PROP. 8" WATER LINE T R.298.36 , 'ry �`� BLDG. DRILL SHAFTS, FILL WITH A F\ �9 C' `'1 :` -�f 33 ''M TO F R Fly \ 8N. FL.286.50 Exist. 8" Son. I �Q� CEMENT GROUT AND PLUG ENDS_ /,701- 4crA- � �� � `` AFo gRRs `AMA �Y Tc \ LEGEND OF PROPOSED FACILITIES 8 E. FL._85.45 - - -------- { I. ' p ,, o cy tiT r ' 3 ,� PROP. 7' CONIC. DRIVEWAY. � - I � G I 1 ti o 1 - 8"X8" T.S.&V. WITH BOX a"w. FL.286.32 � I 1 � '______ -- ------------- _ __ --- ----VERIFY SEWER IS ALREADY ABANDONED. �. - . ' C wC ``; sZ .9\ \ 77 • • * . "' - ' -- • - - -- --- - ---- ---- - - --- --- _. r- . ._ _> qt S ,, s \ -�--. DIRECTION OF SLOPE . - - t Ex. Fire CURS' . ' • ` -- - - - -- - - - PROP. SIDEWALK ACCESSIBLE Hydrant �' F' T� --------- - f>4 65 RAMPS TO DRIVEWAY. I 1 ' • \ - . - ' • . ' • . . ` Y F - - - - -- - ALTERNATE 6" I?RG. SLV. .. ` \\ A T - PROP ELEVATIONS ,11 � ° ' ° S PROP. WATER LINE D . � . • .♦ F+POA \ p4U c,3-U6 e'<oss��. B��F -_ 1 - 8"X90' BEND, AB y ' �'� ♦.. . Is• . I is '�.. ' �G. \ 20, C 8, \ °62� ss 2.s� a'� Y OTyyO \ o ♦ �,�? T' s cr. o . o, ti R �� PROP. GRATE do STM. LINE Na 7 6 ti �9 �,-zt, C' 1`i G ., ` . ' . - \ AG Sq,`, l.,foo'66 FRS�YT \ A 27'09'28" N rn+ Q I �' • F� �' ��9 &,,a • . ' . 'h :9, , ' . ' J. \_ F \ \1 66 TC� \` _ , R= 560.00' N ', Q) v N I ` �4 C O s i/ \ 3 CnORD= 262.96' PROP_ SIDEWALK TO N ��' ," -, '�y 9+ •ti 1FoI� B . . . ;2,. X .'IGOB 0 � / \ \ 01. s\- \\\\ -\\ PROP. SANITARY SEWER MATCH EXISTING WALK. O�J�\O� `0Oo ��`�9 `�s S O _P O v�°. �� Q''• Q . '• `o Q G` / \ _ CHORD BEARING = N 18 37'44" w F.G. FINISHED GRADE Q- ti� coy°� -ego o ``_e O ��� � �" 0� �o� / _ r '� '. ' + �� �<9 / \_ ��\ __ - k . F3 o, •o� O o� � . / A a1 \ o rc� __ F.F. FINISHED FLOOR PROP_ DOWEL CURB ON O e� ��, �fsc�q� °�' P �P / O,L PO 3°� z2\, - EXIST. GUTTER PER C_O.C-S.I 6;9 �� T o�F ��O r� �� ¢. . . ' C O \ TC _, �2 8" N L. aY EXIST. M.H. F.L. FLOWLINE '% Q !v 0 J� �I -- S C3 3U) O RO%J �,` rM BOTHERS T.R-310.32 MATCH STREET CURB. \w � J P �'' _ C N � • 9� s. �O °�' �"�' �c ' �v Ps o. . s. °�� ` 0�2� s 0 C �" `_ 20' P. a E. h , G O �: O" /, ' ," T N % _ Exist. 6" Water Line G GUTTER n `9���OS9 -% �"S QO ` ° r\ G QPF l���OQ,� x' / '\t . - . ' • wMl� ' ©RI ylCl� � -- N o , r J' \, w VF _ Exist. under_ ref. T.G. TOP OF GRATE }� � �� ,Q 2 J Q�4 v K � ,. ' \_ � �• / `• / - (91, \ r° q (� ,; rc 30 SIDE,vA - - 9 ° F�. By Coble Sign �' % s of +��� �` ;_ \ / Q� g G ? S• e o, a.2� z 8.6 - -� / Exist. Fire Hydrant TOP 0 F CUR B 'l' P x `� . . I ' �, / ,o �^ q 6 _ s � -�- T.C. �YF O� O� Cr & •� / x . ' . ' . ' , \ ,,M + Q) fJ A TF Fi,✓ \ O O A' TC. 310.14 TC.310.55 Q) a + o - 'V T.P. TOP OF PAVEMENT '�� �a. ,p \ x �•� \, lO �O 8 p v o G.31 Q05 Fs O /y . ' .7 �4- " GO S9 X6 y✓,qq����V_F' xaB �rl'RE G.309.64 �v ��' �� 1✓ . wrrH EXIST. EDGE �,o� Jrr LONGMIRE DR cD1) � �� I`/ 1<1' , \ / r 1' _ OQ o'1' p00 wE1k RRc I �C"30y.rg ERS BY OTHERS OF PVMT. T.S. TOP OF SLAB N11N I r� e- F - ' I ' . ' ' m - ' ALTERNATE ��' oe O;����; Q- p �o v 30g ea A L T O��O ✓� 02 ,� ` ��/ � - E TC.310.14 TC.3 10.55 o c; ca + i0��� Jar �\ ,� �" �) . __ �1` �T FNC AST �V �.. ' � - S10E_ ,y�BY G.309.64 G.310.05 Q o� C r �� , , • . ' 7 ,A &* (ps FR q� !� BY o BE 1CH MARK. cLcV. 2 /9.43 r ��r O P �2+c,)I �1�ty• l .' .' - . 'I" �00 �1,3 �'RF 10 �� rERNgTIC \ + I ALUMliNlUM CAP SEr IN CONC. STAMPED COLLEGE STATION ® , PO P�\ / , /_ ` I• ,� O <�' c& �F LONG 8" PUB \ m tAON. 131, 1994. NGVD 1929 MEAN SEA I_EVFL DATUM JF 1C, , 1 P �� V - p� 6" IRRG. �� MIRE L/C W +G y• /' O��' �'i/ v �--� �'� �6p 6'p SLV. �.' ' - wL- NOr ATER LINE o ALTERNATE LOCATED SOUTH OF COLLEGE STATION, 250' f WEST OF �� � , . • . '�•� Fl �J. / r . . . . . xN �/ I,C y�� - _ SIN p 20' P.u.E. I IF LONGMIRE N.L. I.� NOT IN PLACE, 1, INTERSECTION 0' EAGLE AVE. AND THE SOUTH ACCESS C'c "e 'Q L' / .. • ` S �' '1 - _ CONNFrT r3� P(JBLIC WATER LINE RoAo of s rATE rl err. C ANo 46' SouTri of THE CENTER �Q o� Q.' �o I �' •'�` A ,o Sly o� 6" CURB ! 6 CURB __&__C_QRB - I _ <, '�• J �. . • O Q Q - v 4 �6 I �I IO EXIST. 24" WATER LINE _ItlE Or Tri ACCESS ROD ND BEING 0.70 MILE rR011 rHc L C' '� S O 5" -CONC.- 5", E4Ne-€'Vkfi - 5 - CONC PVMT. QJ� 3- 0���' QP� �,� T C1 % Q ', ', s'� CiQ� Q�eO c� A 4 I - INTERSECrIOF! OF ROCK PRAIRIE AND SAID ACCESS ROAD. Q 1 - 24"X8" T_S.&V. WITH BOX . "'Ir oo O C c�+ >Q DELETED 2' W.M., 2" W.L. ry I . , . '• yC -s C g" FIRE HYDRANT LEAD 11� W T.B.r1. No. 1 (555/18): ELEV 309.64 O ' �j S o l%y�y I PROP. 6" CO • PVM (. d AND STREET BORE. C, _ . ' • . ' . ' \ ® %F� Ih I O'W.L_ ESMT_ -'- IMOS r SOUTHERLY BOLT ON TOP FLANGE O r E HYDRANT ^o �p I I �16rC RB ro . •' / � �• 00 12" _ LOCATED L60'f SOUTHERLY FROfi1 ROCK PRAIRIE SOUTHERLY �� + o,' I q'C ��I I > y R.O ,. LIIIE (80' «. N.) AND 20's NEST OF STATE H !'f. N N N `' I I p I _ �Oe '' K.O. CURB --a-m v ,o 6 'NEST R.O.A. LINE. -- v c ,,' L o PROP. SAN_ M.H. 10" 1 _ � I N Q -- / Ls`, - �� . '. . .10 . � - - -- - - - 6'S. FL.299.28 -- z � ° PROP_ 7" CONIC. DRIVEWAY_ NI 40' % , o ' -- - , z T.B.IM. No. 2 �55 1 ELEV. 3rJo.5o FEET o � I -' ` 1 _ c�� �8'i L 299.28 1 - FIRE HYDRANT, 4' BURY a- (r / ) PROP_ SIDEWALK ACCESSIBLE N J �+ , • , ' •,, . . F, - _ �_O 3 a MOST SOUTHERLY BOLT ON TOP FLANGE of FIRE HYDRANT RAMPS TO DRIVEWAY. � 0 6" IRRG. SLV. + G _;[: \ �' 2" WATER SERVICE UNE 1 - 6' GATE VALVE MJ W\BOX Q c ^, � m � I, . _ / LE . ' O . + *' �' I - � Y y LOCATED Al ONG BIRMINGHAM SOUTH i R.O.W. LIME (00' R.O./J.) "40 I O' / . 0 5"X5" W_M_ ESMT. - - n_ N `L AtiD 623' WEST FROM THE WESTERLY R.O.W. LINE Or p. N t�l / _.� _� I i �� cu 3 I ���' ��' �, O, ,��O o��'� . I 1 - 8"X2" TEE AB 1 - 2" GV & B TWO 6" SLEEVES v °� U STAi +.Irr'rIAY >. 11-j6"CI B a•' / - \ \ ,\ 1 1 ,, BEGIN . C�' � •_O e J' • . . • `.. , S, QQ` `� 1 - 2" PLUG W/CLAMP FOR UTILITIES PROP. 18" I . ' (-,, , �`� �" . - . �T ' , C'G �� ;\_ . - - - - - � 1 BLOCK 2 � I PVMT. FTC, - - . ....... �Q cr: z • '. C, PB w :2 �� BELMON 1- PL 1 ; WITH CUR - - - ~ �0 . . . . ' - \ -- C C. - O 'L�, �i`'��C, .100"0���° C. g, PROP. 80" PUBLICWATERLINE a m f o 3 `o V � GJ G. - . . ' ' i0 G' t. m ' 4 m n » m � o- - + Goy ' . / . . .' `e `' �c•�° X . �.' I � FUTURE PAD C X C) -� �. `� Q P - z T z Lo + � 1 0 JV % M / W �, I �G. 1 "X45' BEND, AB cv�a �, (O2 o z 15' R.O.W. DEDICA ON PER LA. P to • '. ' • ' ' 6 J. - ro ,Q , ca i v BALL SUBDIVISION E 2 PLAT_ - Q> h - - _ \ 2 8 "TEES, MJ . �� � � L�-� _ ° Y SEE SHT. C-3 FOR K.O. CURB DETAIL. 0 it o'er = E a _ S 1 = 8' TE VALVE MJ, W\BOX �O 6. � I 95' R.0_W. o- w n- ' . ' - . ' \ / . �4ZRr'° 2 ' 6" GA VALVE MJ, '�N\BOX 1 - "TEE Q' �6�1 c& 4 I 1 - FIRE HYDRANT, 4' BURY 0 ^+ a U� Cr • • ' • 6 J . �O p8 1 - 6' GATE VALVE, MJ, W\BOX `r OLD 80' R.0_W. CONNECT PROP. 6" FIRE HYDRANT a C / S� 7� - 2 G & B . Q • Q a- o m Z c R, v l 1 - 8" GATE VALVE, MJ, W\BOX Q LEAD TO EXIST. 8" WATER LINE. _ n RETAIL _ - PROP. '� PUBLIC TER T •. 1 - 8"X6" TEE, MJ �� r 1 1 - FIRE HYDRANT, 4' BURY ti Q w � � - - p - - -- / 6" �R + . S v ,� •- �,, - - 1 - 8"X8" TEE, MJ F_ i 1 - 8"X6' T.S.&V, WITH BOX - D LD G A RG• IN 0 W_L MENT_ _ 1 8" PLUG W CLAMP 4' SLEEVE I D m , - --- y W Cn _ .. .. . . i' --- - - -,r- -- -- _ - - FUTURE WATER -FIRE LINE FOR ELEC_� a � �x ry -- F. F.301 .00 . . % rb �Rc: SI_V-. 1 ' [�::. h • m Q + N c� � Ao ; C") �° ♦ 3C'' ACCESS ESMT: ♦ z - h ` - -- d . - �; r. `L P ROP. SAN. H. �. . ' PR . 7 .ONO, PVMT. . • . . . • . . . .�. 0 , . o I16 � o REFER TO M.E.P. DWGS FOR PROP_ 8" FIRE UNE. �- / S,, Q z G 8 FL298.38 `� G , ' `� + v LOCATION AND TYPE OF BACKFLOW 10' W-L IN 10' W.L. ESMT. z t' % �F. �i o Q� /C� I PROP..F(RE ' LiaNE: PROP_ 7 CDNC. ' PVMT:. ' -- + O U ^ % 1 O �P `� \�� �7 + Q' / Q 0 Street Sign PREVENTOR IN BLDG. I EASEMENT 0 v z 1 . ' O J ^� ✓;, �, Fes' y�F' / �Q� JQ CONNECT PROP_ 8" WATER - - FIRE DEPT. CONN. 0 -1 __- ' . / 1 J0 / * ��' CONIC- - J08 02 ' TC. oe:85 . ' r; -- '� G. Q8 12 ' .. - FIRE LINE TO EXIST. 8 W.L. _ ___ -_ co 1 ,p • . ' Q5I �Q .0 1001 1 CURB c 308 PROP. 2 WATER - l _,P 'Q 1 . , . • 3a x 40 PUBLIC EXISTING DRIVEWAY IN STREET 1 - 8"X8" T.S.&V. W BOX -- --*-SERVICE LINE. _- _ a i ♦ O� �I e> , Oo _ N PROP. 2' W_L FOR (3 - - --_-_ . __- ___ 307.37 6" CURB 308. r r : ;� - ACCESS ASEMENT i BORE 45 L_F_ _ �� . ; Q F , r z F ' - -- -- _�_ = - G oas4 - R.O.W. TO REMAIN IN PLACE. / FUTURE W M IN rc 306 29 -- OF 8" W.L. o ♦ ,QO. �.. �1 �O .� s~ � S` W.L ESMT. - , _ -- G.-305.93 ! rc.3o6.29 - rc.sor. r _ _-. =--- - r IG.305.-V G.306.9 )5' t3uadlnq t ,. T.,307.C. 08 Access Easement -------.-.___._ --_--- o z555, Pg. 373 G.307.65 38' X 90' TC.309. 5 011 CONNECT PROP. 2 WATER SAN. C.O. a- I ♦♦ - . a 0 , Q �� / o ; : r . Utility E-semc ✓o�,00,t w,dth I a . LINE TO PROPOSED 8" W_L - 6"N. FL.295.00 .� - - s - _ :. / O � / C , ca -_ z Ex.l, ctec; TronsL Pod -- -_ ----^---------- - _ - --- - �'- G.308._` -- v o 1 - 2" WATER METER W\BOX `- ^ v o .r _ _ _ - I -- 6 IRRG. ♦ , I p _ - - - - o . , . 1 / / i 1 / I ! 1J Bldg. L,Oe , n17 -- n -) N 6 E. FL-291.32 °L ' C' 1 - 8"X2 TEE. AB N N 116 - - - SLV. " 0 ! c.3oeo --- + TG: 308: zT - - v ' , , I � � C.308.32 "� 1 - 2 X 90 BEND + �� SAN. AT61.00%C - t0- - r--� T 6 I R . 6" IRRG. G, ; q, PROP. SAWCU7 LINE7 - 3 -1 - ----� / 6" IRRG- SLV. \\ 6" IRRG. SLV_ SLV. SLV. r 1 - R. O.W. N E' . i - 6' IRRG. SLV_ L - - - -•-- - - ��� - - - - - - � - 16, ; I o 1g TG.3o5.18 Q - R.O.W. DE ICA`r!ON c'' ! NEW m. 1 10 X35' IRRG I. e E{ -_ ----- 1 0.072 ACRES PROP. 7' CONG_ DRIVEWAY_ 1 � - -- �$LV_' , � I 7 I _ `c' � - -- r - _ _ -- -- W.L. ESMT __-- _, PROP. SIDEWALK .ACCESSIBLE 60' RA_W_ I I ' I'. I a ' . - � - PROP. 6' COONC, I � � � � � � _ , � - I 1 I _ E EXISL R.O. N LINE RAMPS TO DRIVEWAY. -.I • - - " _I PROP. 90' BE _- - Ex. ,on. M.H. I oI m v PR P. 5 CONIC. PVMT / 16' IR SLV. PROP. 40'-2 W.L _-- _ 1 ND, A.B. ts' uur -x _ I z __. - - y E g, 6O t BLOCK 1 r z.297.02 _-- o - ♦ N Vol. zae,. 9 so ,; ZONE C-2 rc.3o7. 8 "E. FL.290.20 I . I U CJ - -- 7 - - -- - - - , - 8 W. FL.289.87 c i ------ , . C'11 L� ROP_ SAN. M.H_ 1 - 2" PLUG WITH CLAMP 1.43 ACRES 8-S. FL.28a87 z CONNECT 6 P.V.C. SAN. - - 1 -_ FIRE HYDRANT, 4 BURY o v, �n PROP. 2' W_ F R FUTURE 2 W_M � i FL.297.48 _-_ N j ; � I ! I ,,'. Exist. 8" Son.. TO EXIST. SAN. M.H• ---- 1 - 7.4 �- - 6 GATE VALVE, MJ, W\BO / FL.29 8 0 __G o I EXIST. BANK N,I.C. ,� _ - - t. - - . ' / - - LF 6 �n- -, 2 I - -, l _� fire `Hy'dront TI 1D 6"W- FL290.40-_._- -- 1 8"X6" TEE, , . ' O - 1 - "XL TEE. AB --__ _- _ 0070 PUG END T 1 - T VALVE M W X U � i r r, �' Al -Y�" - - 1 FIRE HYDRANT, 4' B Y - - <' } y, - t - 8'X45' BEND, AB 1 45 BEND, AS 6" GA E L E J BO - a Q 11 o __ ..COLLEGE STA E ! z a -------- 1 - -! _ 2 CITY LIMITS LINE S 24"FL•291.87 - _' 45 F. 'SAN_ AT - < -- -�PROP. 18' - -- - -- 1f UJG W[TH CLAM 6 297.83 - 6 IRRG. SLV. - - / w . ,GV & B 8 6 FUTURE PAD E 6 , - , / , ,, PVMT. FTG. PLUG END.--- o CONNECT PROP. 8" WATER I =�r,-- � / . - z ---- 0.7 % i - 1- I LINE TO EXIST. 8" W.L. WITH 6"CUR "' - 'D o. ' _ ! ; ' I - - �- �- L �a I o v 6'F _298.82 o _ w'U /y FUTURE PAD D 115 LF. 8" P.V.C. SDR26 --- - j � / �'n - 6 CURB --ti �� y PYLON �. , PR 160 SAN. SWR. AT 0.44% ; i �I � E o 0 1 - 8"X8' T.S.&V. W\BOX BORE 45 LF. d - 6 IRRG. _ _ - --- SIGN . h - -------- ( ) _ \l+ I / ,.NI "" o ; i _5" CONIC_ I L / - / / /, , .. OF 8 w_ • - � \ I � � � ' �� - / v . d . a - - ---- PROP. SAN. M.H. ; ( + -- I - z - 304.65 306. 1 d :- ci �' 2 RRO 8' PUBLIC WATER LINE IN 20' W_L ESMT, Ex. Achor P.P. cp N EXIST. 8` SAN. TWO 6' SLEEVES 1 , 0 E END 18"11 PROF-6' CpNC•-pVM� - -- _ _ - -_-- TOP RIM 303.10 FOR UTILITIES - 1 1 PROP. 5" CONIC. ls' x ls' aa; PVMT. FTG. --L-X,sr.-9-n- r� -- _ - 1-1 1 h 1 - ;_ � r.R.299.s3 -r 6 S_19-297.00 - -- -� 1 1 Ex. Son. M.H. �- rc.306.33 UT/ImIY - - - - � 8"W. FL296.50 - - -- - Fire H dront * 4' 29s.9 29s.5 WITH 6"CUR II a h. 293.22 - - G - - is 8u,ld 5 EASE'V "', RB ��`. - -- ._.._. � -�•. -_.6=IRRG. SLV 20' ut 6' CURB 1 1 3&3s -- 305,9 Er. saa.. hi r� _' --�- - ,� c ENr I - ��_, _ + I E ist. I ° - 1 6 , CU �_ - e"s. 292.03 _� - --- -- - EX. 8'FL.296.12t zo unurr as Mc,� s N. 29a;oa o4.7s r.R,�o�.a6 -- - - - _ , �5 CONIC. _ YONC. - _ 3os.7a- - ------ - - -- - � S, n " _ one11 - - - S + 6"NW 298.81 - -- - a s. 297, 97 - o ' ---- 6 CUR CURB -" or Gos L 1- exist TF - •�•r- �. " UR " - --- --- 8'S. 298.53 - - -- -- -` . Done St �` - - - - '_ C - _ CURB 6" CURB ----- _ ; ' ' zo utility Ea,em-t Ex. W L , . PVC. -� --- A. H. o, 6 -� N N N c S eon M.N' 20 p-U t fine - Exist. _ - - - - - - • -_ - ! - --_ __- = = == - -- - - - - - - - _ - - - - - /24 W. 111. ne - - ;-, _ 111111 _ - + s T �- Ex. P. P. ti g' San- _ - 4" w'OCer - - - - - - =-- ---- rJLS3rR,g -- -- ` -- -- .y- - - - - - _ -- TC.299.72 - _ ----- - - - -- - - - P-? _ _ - 2 , - - - - Ex. Undgrd. Tel. rC.300.99 TC.302. 1 1 - -_ -- -- - - - -- -- -- - -- - - - -> ' -- _ Exist- 24`P�er Cine --- ° .� " __rl W Ewst. - f - Exist. M.N. ------ --- _ Ex,st. 24 Hater l,ne-1 _ --- --------------------- --- + s r.R - g 1 16 Ex. --- g"FL� __� 30"-_�--_-- -- �ables� rC.298.78 T.R.799.10 C.299.33 G j E jel. Coble Sign G.3CQ54 _ E �- G.2g8.34 C.301.67 - TC.303. 12 Exist. Und r. G.T.F. Tel. Cables G.302.06 TC.304.07 C.304.66 -- --- --- ----- - 'max -Exist. 12"Water Line n-J- - - Undg g " AN- E ------ _--------- �:,__'__' _ h Val'v- - �_ - 7C:297.\Ext$t + 298.34 299.32 STATE HIGHWAY 6 WEST FRONTAGE ROAD +302.64 coNNEcr 6 s uN _ -_ _---.___-- - _-------_ G.303.62 TC.305.25 __Ex Ems!_ _ _ } 3C1.67 TO EXIST. SAN. M.H. c.3o4.79 - -�/- Exist. Und rd, G.TE. Tel. Lines = 7.2 6 FL.298.50 .304.56 + 0as I ---� _ G.29 1 Exist. 35' Wide Asph. Pv,mt. -♦- 303.70 9 nt 295 q Lone St x,s __ - - 299.09 Exist. P"V.C. Lane - - _ _ _ / 6 6 i - -- ----- ------ -- -- ---r 75 301. 1 ---- ---- - - 298.14 -� 300.38 30C Gas - - - - k 0 301.4 1 - -- - -- -- - -- G 2 Edge Asph nt i -i 02 27 + + 02.60 - _____ 303..37 304.33 _ - - - Exist. M. ob rV jG 95 6 ---- _ -_ jC 2g4.89 r R 296.38 295.83 + ��_� - - PROP. CONC. DRIVEWAY_ - f --- + - ---- - 296 92 REFER TO ARCH- DWGS_ FOR Al __ 55 - ` STAMPED CONIC. AT ENTRY- - -- ---- EVIF-VVED FOFA M13LIANC MAR 2 2 Z000 COLLE�� �� _Itl GENERAL NOTES: 1. PROPOSED PUBLIC WATER LINE AND FIRE HYDRANTS ON -SITE TO BE INSTALLED AND TESTED WITHIN 6D DAYS AFTER THE - START OF CONSTRUCTION. 2. REFER TO ARCHITECTURAL DIMENSION PION TO STAKE OUT THE SITE 3. CONTRACTOR TO VERIF'r THAT THE EXISTING SANITARY SEWER UNDER THE KROGER BUILDING THAT IS TO BE GROUTED IS ALREADY ABANDONED. 4. COORDINATE IRRIGATION SLEEVES `KITH LANDSCAPE PLANS. 5. REFER TO LANDSCAPE PINS FOR IRRIGATION METER AND DOUBLE CHECK BACKFLOW PREVENTION' DEVICE. I 05I�ORN VANE ARCHITECTS 2000 Bering Drive, Suite 410 I 11ouslo11, Texas 770.57 I 71:1 -18 t D:.,G-, Fax 7 13 781 5:i { Members _Am_American Institute of ArchJe(l< ROCK PRAIRIE CROSSING SHOPPING CENTER STATE HIGHWAY 6 AND ROCK PRAIRIE 295. _� -_ Edge Aspn. Pv---- - _ _�___ Ex p.ta�Al v, 300.00 NOTES: 299.37 k / PROPOSED ON SITE PUBLIC WATER LINE AND FIRE HYDRANTS TO BE CONSTRUCTED PER CITY OF COLLEGE STATION APPROVED PLAN -PROFILE i" DRAWINGS AND INSTALLED AND TESTED WITHIN 60 DAYS AFTER BEGINNING CONSTRUCTION OF SITE WORK. THE EXTENSION OF LONGMIRE DRIVE (70' R.O.W.) BETWEEN ROCK PRAIRIE COLLEGE STATION, TEXAS __� AND BIRMINGHAM TO BE PER CITY OF COLLEGE STATION APPROVED PLAN slope i' PROFILE DRAWINGS BY MUNICIPAL DEVELOPMENT GROUP. THESE PLANS ( \ j [� /� IN i CIVIL '/ P A //iaP INCLUDE STREET PAVEMENT, SIDEWALKS, STORM SEWER, WATER LINE, ECT. V / .- ,a WATER, S A '� I Tfie R i, AND '-_) `� V I N� � j _- REVISIONS: PROP. DEVELOPMENT OF 12.47 AC. OUT OF 27.50 AC., L.O. BALL SUBDIVISION Top Slope -- - Exist Toe SlopeL--- -, 1 -. [ [--- --- 5 X-5' Box Culvert \ _ _ __ Exist. E Ditch I Box FL. �\ -- 284.59 -- - --- - Exist. Toe Slope.-___-____1287.0 Exist. L Ditch - ------------------ - - - - - - RAM P h Bank -->= w1 - Exist. N'g- --- =- 0 - _ __ -_-_ - --- Pvm --- - ii Exist. Edge- TEXAS STATE HIGHWAY 6 SOUTH MAIN LANES i 7-07-99: DELETED ALTERNATE A-1 AND ADDED KNOCK -OFF CURBS AT PADS PHASE 2, BLOCK 1, AND BEING IN I ft RODc.IlT LE. AGUE., A--•54. i QC D, AND E. DELETED THREE 2" W.L. STREET BORES, ONE 2" W.M., AND TWO COLLEGE STATION, .DTEVLNSON BRAZOS COUNTY, -TEXAS • I WATER METER VAULTS. REVISED PVMT. LAYOUT AT VARIOUS LOCATIONS, 30' ACCESS ESMT., AND 20' W.L. ESMT. RELOCATED FIRE HYDRANTS. ADDED WATER METER - ­..�,.._ _, _ _--__,x...,.� ��_.- _._--.- _ _. - - _--- -----. _..- _ _ ESMTS TO PADS. ADDED FIRE DEPT. CONNECTIONS. 1' ,I Nt/. Q 8-31 -99: REVISED KROGE R BUILDING FOOTPRINT AS PER ARCH.CLR 1 I t 1. t %, ; t 1 1 - 1 -99: REVISED PAD'S C, D & E AS PER ARCH. ADDED 2" GV & B'S : , I : . I • A PER RFI 12-16-99: 5. REMOVED DRIVEWAYS TO BANK, REVISED DSD DOCK AREA Cobourn Linseisen & Rai ° ' ,Inc. • I Civil Engineers Architects - Surveyors plannarr, . 13100 Northwest Fury, Suite 500, HQustotj, Teyas 77040 1 1 . Phone: (713) 462-0993 - Fax: (713) 462-2732 . ENGR: C.L.R. I, DONE: R. SALIINAS , w __._ .______..�..�._u,.. , ,.I�RC�-..(Jz} . (J L i F] PARKING LOT LIGHT FIXTURE SCHEDULE NO. FIXT_ LAMPS POLE MODEL NOJ TYPE MANUFACTURER PER REMARKS POLE NO. TYPE McGRAW EDISON #GMA91 125A5 4 4 1000 W MH 39ROUND TAPERED STEEL POLE OA LUMARKAf MHNK'1*761000480 2 2 1000 W MH MOUNTED ON 2'-6" BASE. FIXTURES MOUNT 30'-0" AFF IAND POLES POWDER COATED PAINTED DARK BRONZE. PROVIDE ALL REQUIRED McGRAW EDISON OB #GMA91125A5 4 4 1000 W MHMOUNTING BRACKETS FOR POLE, FIXTURE AND FLOOD LIGHTS (480 V). Oc McGRAW EDISON 3 3 1000 W MH #GMA911253V OD 2 2 1000 W MF OE 1 1 1000 W MT I. PROVIDE FUSED PROTECTION IN ALL BASES. 2. POLE SHALL BE DESIGNED TO WITHSTAND 90MPH WINDS WITH A GUST FACTOR OF 1.3 3- SEE POLE BASE DETAIL. 4. APPROVED POLE MANUFACTURERS: KW, UNION METAL, VALMONT. 48" BELOW FINISHED GRADE. it JUNCTION BOX. PROVIDE CONCRETE PAD PER LOCAL UTILITY COMPANY SPECIFICATIONS. ELECTRICAL KEYED NOTES Al ------------- 1 3#8, 1#100, 1 2 2#8, 1#10G, 1-C 3 3#6, 1#8G, 1"C - - - - - - - - - - - - - - - - - - - - — - - 'OD (4)2#6, 1#8G, 1-C 3#6, 3#8, (FLOODS), 2'C. FURNISHED C. -C -4 1 #8G, 1 1/4 2 7 AND INSTALLED 48" BELOW DURING STREET 4#8, 1 # 1 0G_, 1 -C. FINISHED IMPROVEMENTS (BY THERS). 0 GRADE. PROVIDE TRANSFORMER PAD PER LOCAL FDC UTILITY COMPANY REQUIREMENTS. COORDINATE TRANSFORMER LOCATION -ter ALL CONDUIT ROUTING WITH LOCAL POWER 4C OC COMPANY PRIOR TO INSTALLATION. 2 48" BELOW FINISHED 0 SEE KROGER DRAWINGS GDE. PLUMBING KEYED NOTES 3' X 3' DIRT LEAVE OUT FOR SECONDARY REQUIREMENTS- 4/ > U3 •x- 4' SCHEDULE 40 PVC 18" BELOW GRADE -HB-i .-HB-33- PANEL, OD (KROGER) 2' DOMESTIC WATER t o 4) N, 7 4" SANITARY F.L.=4'-6" B.F-F. 02- Oc 4' SANITARY F_L.=6'-0" P 6" FIRE SERVICE )�] p < CAP \ 03 4r Z� 48 BELOW BELOW 41 FINISHED GRADE. 1> fiLHB- L__ 0 B-3 _ PANEL 'LCA" (SITE LTG) 4— 2-4'C, I. 48 BELOW ;9 IcLic, OAS 1)-4 C_ W/-, PULLWIRE FINISH -) Li FOR TELEPHONE. GRADE. TRANSFORMER. PROVIDE PAD PER LOCAL UTILITY COMPANY SPECIFICATIONS. TYP. FOR ALL TRANSFORMERS). �4 J, 7 r 5 LHB ----- - - - - - - - - - - - - - - -- HB-36 (SIT�ATG) HB-37 (FLOODS) A- 0 D OD OA' % 5 J OE 4 0 4 08 W/ PULLWIRE 30' BELOW Z�L N FOR TELEPHONE. -IN i GRADE. OD FEEDER SIZE METER­4 DIAGRAM FOR I "C EE ONE LINE CUTTER LHA OAS 2 _4 f FUTt,JRE PAD "C' Al "OB 48' BELOW 91 7 FINISHED D q SF GRADE. I p iVIAX. OB Al J SEE ONE; LINE! DIAGRAJkA FORFEEDER (D LHA-1 r\ SIZE A DI k j 3 METER OD TER TRANSFORMER GU //5 /5\ LLWIRE :W/ PU 1)-4"CJ✓ B, LCA-42 0 FOR !TELEPHONE.-' D OB 6 FDC LOCA119N 4 7 +11z - - - - -- H4 2- - -- - - - - - - - - - - "OB D 0 FURNISHED 2"C.; AND INSTALLED n �Wpll BY POWER CO- FORiSTREET D EXISTING LIGHTS. ;j 1\4 < TRANSFORMER A_ _j F. % -------- L D� -SO OE LBH-1 p Oc EN I""t i A 113 FU_1,_UFE N, 1. C. Aq 2-4'C- 2 6 48" BELO'i D FLJ UR 3000 SF MA'A'(,, 47 �,LHA i FINISHED , i" GRADE. PA D !T- 14 1 El r Op, 3600 S1 A MAX. I I PYLON SIGW� 1"C L OE OE 3 7 -alb — — — — — — — BELOW 3-4'c_ ;OD FINISHED 48' BELOW GRADE--. ---------- TRANSFORMER POWER COMPANY POLE F POWER COMPANY POLE---y' 7 LHB 0 03 ELECTRICAL l PLUIYIBING SITE PLAN SCALE: 1"=40'-O" N BRADLEY KALMANS Date issued/revised 5-26 99 REVIEW, PERMIT & PRICING 7-1.99 REVISION NO, 1 11.01-99 REVISION NO. 5 12-17'99 REVISION NO, 6 2.24-00 REVISION NO. 8 3.9-00 REVISION NO. 9 r �V 0 11IR 2 2,,)o(v1q U-0-5 L OSBOR- N & VANE ARCHITECTS 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects RuCK PRAIRIE CUI�:) ING 5HOPPING CEN-"FER ROCK OCK PRAIRIE 0 HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn RH Checked BK R. H. Ceor c- e M 9700 exis 7 7,' 40 0 11_� i I (, e t \ o. EPI SITE PLAN ......................................... ............ .......... ........................................................ ........ .......... GRASS VERIFY ( L I L TD 7 EDGE VERIFY . . ... ...... .. ........ VERIFY ..E�ENTIO -Z 7V TRUCK Ll NL DOCK RASE, =iRIFY EDGE D�TENTIQN7 lo w C_ F10 � TA tPETE NTIONP 0/ LI) UPS T,� X/ NL 0 U) m Ln < NORTH LANDSCAPE PLANTING PLAN SCALE: I"=40'—O" n TA a-7 "IX 40 20 0 40 80 120 SCALE: 1 " = 40'— 0 " 0 Date issued/reN`ised 5 5 �26.99 Rr'VIE'W, PERMIT, PRICil\;C 7.1.99 REVISION N 0. 1 8.18.99 REVISION NO. 2 2 A 11,01.99 REVISION NO. 5 12.17.99 REVISION NO. 6 A\ 2.24.00 REVISION NO. 8 0 3.09.00 REVISION NO. 9 z REVIEWED FOR COMPLIANCE MAR 2 2 2000 COLLEGE ST - DEVELOPM OSBORN & VANE ARCHITECTS.l::i 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax M 781 5347 Members American Institute of Architects OF r�\ LAND9CAPE ARCHrrB= 0. WONG & ASSOCIATES, INC. 6300 Hiticrof, Suite. 616 70 Houston, Texas 77081-3005 Tel, 713) 777-9198 Fax ((713)777 4404 i ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE 9 HWY. 6 SOUTH r- COLLEGE STATION, TX Project No. 981,67 Drawn IS P Checked I,--_ JW LANDSCAPEi PLANTING PLAN .T Sheet No. L I 13 Date 1SStlt'il� t'E'v ] 7t-� 5,26.99 REVIEW, PER11,11T THIN OUT INTERIOR BRANCHING OF PLANT MATERIAL/TFPEE AS PER 5PEGIFIGATIONS. 5/4" BLACK RU55ER HOBE NO. 12 6AU6E DOUBLE 5TRAND GALVANIZED WIRE PROTECTIVE TREE WRAPPING REfTR TO 5PEGIFIGATION5 3 - 2"x2" 5OUND HARDWOOD &TAKES OR APPROVED METAL "T" 5TAKE-5 5" HIGH 5AUGER WITH A 4" LAYER OF 5HREDDED PINE BARK MULCH 501L MIX As 5PECIFIED TREE ROOTBALL A5 5PEGIFIFD ON cON50LIDATED PLANT L15T A TYPICAL LARGE TREE LZ SCALE: NOT TO SCALE PLANT LEGEND THIN OUT INTERIOR BRANCHING OF PLANT MATERIAL/TREE AS PER 5PECIFIGATION5. 5/4" BLACK RJ55ER H05E NO. 12 GAUGE DOUBLE 5TRAND GALVANIZED WIRE PROTECTIVE TREE WRAPPING REFER TO SPECIFICATIONS 3 - 2"x2" 5OUND HARDWOOD 5TAKE5 OR APPROVED METAL "T" 5TAKE5 5" HIGH 5AUGER WITH A 4" LAYER OF SHREDDED PINE 5ARK MULCH SOIL MIX A5 5PEGIFIED TREE ROOTBALL As 5PEcIFIED ON cON50LIDATED PLANT L15T 2A aG itF+A _ Dl.iME7c1i MULTI -TRUNK TREE SCALE: NOT TO SCALE 51rM. OTY. DE50RIPTION OF PROP05ED LAND50APE W0RK5 LO 51 Ouercus virginiono (Live oak) - 3 1/2" cal., 65 gal. container, 12'-14' ht., single -trunk, 5-6' spread. All trees shall have uniform height and spread. Excavate each tree hole lb" plus the depth of the 65 gal. container. Stake each tree with a minimum of two T-0" metal "T" stakes. Check sub-surFace drainage of each tree pit prior to planting of a tree. No 545. UP 55 UImuS alata (Winged elm) - 2 1/2" cal., 30 gal. container, 10'-12' ht., single -trunk, 2'-3' spread min. All trees shall have uniform height and spread. Excavate each tree hole Ib" plus the depth of the 30 gal. container. Stake each tree with a minimum of two 7'-0" metal "T" stakes. Check 5ub-5vrface drainage of each 'tree pit prior to planting of a tree. No 545. BP 12 Pyrus colleryano (Bradford pear) - 5 1/2" cal., 65 gal. container, 12'-13' ht., single -trunk, 5-6' spread. All trees shall have uniform height and spread. Excavate each tree hole 1,5" plus the depth of the 65 gal. container. 5take each tree with a minimum of two T-O" metal "T" stakes. Check sub -surface drainage of each tree pit prior to planting of a tree. No 545. TD 15 Taxodium distichum (Bald cypress) - 2 1/2" cal., 30 gal. container, ci'-II' ht., single-trvnk, 4'-5' spread. All trees shall have uniform height and spread. Excavate each tree hole 0" plus the depth of the 50 gal. container. Stake each tree with a minimum of two 7'-O" metal "T" stakes. Gheck sub -surface drainage of each tree pit prior to planting of a tree. No 545. RO 25 Ouercus 5humardli (5humard oak) - 2 1/2" cal., 50 gal. container, 10'-12' Int., single trunk, 5'-6' spread. No 545. All trees shall have uniform height and spread. Excavate each tree hole Ib" plus the depth of the 30 gal. container. Stake each tree with a minimum of two 7'-0" metal "T" stakes. Gheck sub -surface drainage of each tree pit prior to planting of a tree. LI aq Logerstroemia indica (Tuscarora red Grapemyrtle) - 50 gal. container, q'-10' ht., multi -trunk. No 545. All trees shall have uniform height and spread.* Excavate each tree hole IV' plus the depth of the 50 gal. container. Stake each tree with a minimum of two 7'-0" metal "T" stakes. Check sub -surface drainage of each tree pit prior to planting of a tree. WL 600 Ligustrum Japonica (Wax -leaf ligustrum) - 5 gal., planted at 36" o.c. Shrubs shall be, pit planted. Excavate each shrub pit to a depth of b" plus the depth of the 5 gal. container. Gheck sub -surface drainage of each shrub pit prior to planting of shrub. Install a minimum of 2" layer of pine bark mulch over bed. RI i80 Rophlolepls indica (Clara Indian haNthorn) - 5 gal., planted at 30" o.c. Shrubs shall be pit planted. Excavate each shrub pit to a depth of b" plus the depth of the 5 gal. container. Check sub -surface drainage of each shrub pit prior to planting of shrub. Install a minimum of 2" layer of pine bark mulch over bed. TA 2,255 Troche lospermum asiaticum (Asian jasmine) - I gal., planted at 15" o.c. Entire groundcover bed shall be excavated to a depth of 6" plus the depth of the I gal. container. Gheck sub -surface drainage of entire groundcover bed prior to plant installation. Entire bed shall be. filled Nith specified bed preparation. Grass Verify Gynodon dactylon (common bermuda) - Hydromulched. 5'y' All unpaved and disturbed areas on site shall be cleaned up and fine graded to drain properly prior to hydromvlch process. All right -of -Nay areas of project shall also be hydromulched. (Add Alt. 1: 5upply and grade out a minimum of one inch layer of sharp sand over all areas to be hydromulched.) Edge Verify Proposed Ryerson Steel Edge - To be installed in the following landscape conditions: 1•f • 1. Edging shall be installed where landscape beds meet concrete pavement. 2. Edging shall be installed where landscape beds meet grass areas. No edging required by curbs. Steel edging shall be Ryerson Estate Gurb I/b"X4" with neN stakes free OF rust. Steel edging shall be installed as per radius shown and noted on plans. * All quantities noted to be verified by contractor u 0 5FAGIN& A5 INDICATED ON PLAN I ('_C SHRUB PLANT L2 SCALE: NOT TO SCALE PLANTING REQUIREMENTS ING 4" LAYER OF PINE BARK NNLCH INSTALLED IN 5" HIGH 5AUGER 5AGKFII I MIX A5 SPECIFIED CONTAINERIZED ROOT5ALL TO BE REMOVED FROM CONTAINER PRIOR TO PLANTING 501L MIX As 5PEGIFIED UNDI5TURBED 501L 01. Perform all work in accordance With all applicable !aN5, codes, and regulations required by authorities having Jurisdiction over such Work and provide For all inspections and permits requlred by Federal, State, and Local authorities in supply, transportation, and installation of materials. 02. The contractor shall be responsible for the verification of all underground utility lines (telephone, gas, water, electrical, cable, TV, etc.) and any aerial easements prior to start of any planting work. 05. All plant materials shall possess the following minimum gvollties: A. Plants shall be nursery grown in accordance with good horticultural practices under climatic conditions similar to those of the project For at least twelve months. B. All plants shall be heavy, symmetrical, tightly knit so trained or favored in development and appearance as to be superior in form, number of branches, compactness, and symmetry. G. Plants shall be sound, healthy and vigorous, well -branched, and densely foliated when in leaf. They shall be free of disease, insect pests, eggs, or arvoe. D. All plants shall be true of species and variety and shall conform to measurements (caliper size, trunk heights) as specified on the drawings. E. Container grown stock when specified shall have grown it the container In which delivered for of least six months, but not over tNo years. Samples must prove no rootbound conditions exist. F. Caliper measurements Shall be taken at a point on the trunk six inches (6") above natural ground line for trees up to four inches 4") in caliper. 04. Planting mix shall be thoroughly mixed in the following proportions: Prepared soil as backfill For shade and ornamental trees shall be 5 part clay loam topsoil + 2 part compost + I part Sharp Sand + 4 Lbs. Gommerciai Fertilizer per GY or 10 Lbs. organic fertilizer. Prepared soil as backfill for shrubs and Qroundcovers shall be: I part enriched mulch + I part compost bark mulch + I part enriched topsoil + I part No. I Bank Sand + 5 Lbs. Time -released fertilizer, 14-14-14 per GY or b Lbs. organic fertilizer. 05. Excavation work and surface drainage work shall conform to the following regvirements: A. Test drainage of plant beds and plant pits by filling with Noter twice in succession. Gondition5 permitting the retention of water' for more than 24 hours shall be brought to the attention of the Owner. B. Work shall include the Final responsibility for proper sur"race drainage of planted areas. Any obstructions on the site, or prior work done by another party, which precludes establishing proper drainage shall be brought to the attention of the Owner in writing. G. Landscape contractor shall install required landscape drains (NDS) at all landscape beds that may have difficulty draining. All landscape drain inlets/drain lines shall be tied into drains provided by the Owner (verify locations on civil drawings). 06. Landscape maintenance work by the Contractor after Final acceptance shall be: A. The maintenance period shall commence upon Inspection and approval at Substantial Gompletlon and shall be For a period of 51xty (60) days. B. The landscape contractor shall coordinate the I"atering program for the landscape With the Owner. G. Maintenance of neN planting shall consist of watering, cultivating, weeding, mulching, restaking, tightening and repair of guys, resetting plants to proper grades or upright position, and furnishing and applying pesticides, sprays, and invigorants as are necessary to keep plantings free of insects and disease and in a thriving condition. 07. Warranty periods, plant guarantee, and replacement: A. Planting supplies shall be Narranted to remain alive and healthy for a period OF twelve (12) months after the date of Substantial Completion. Plants in an impaired, dead, or dying condition after initial acceptance or within twelve (12) months shall be removed and replaced immediately. CITY OF COLLEGE STATION LANDSCAPE REQUIREMENTS A. Total landscape points required: 11.20 acres X 45,560 5.f./1,000 s.f. = 457.b7 sf 457.87 X 50 points per 1000 B.f. = 14,656.10 points B. GalGulotions for City's Streetscope Requlrements a. Frontage along Highway 6 = 6b3' - 36 (driveway) - 40' (sight Clearance) = 607'-0" In. Frontage along Birmingham = 741' - 72' - 50' = 5G7'-0" G. Frontage along Longmire = 154' - 170' - 160' = 604'-0" Total Frontage = I,bOb'-O" 5treet5cape points recgylred = 1,505/50 X 500 = 10,850 streetscape points C. Caiculotion5 for minimum tree count required along frontage road and tally for total frontage tree covnts (non -canopy trees accrue toward the requirements at a ratio of 2 non -canopy trees for every one canopy 'tree): a. Frontage along Highway 6 = 607'/25 = 25 canopy trees required b. Frontage along Birmingham = 5'�7'/52 = 11:'! Canopy trees required C. Frontage along Longmire = 604'/52 = Iq canopy trees required Total Canopy Trees Requlred: 65 trees D. Proposed Trees to be Installed on Project Site: a. 57 Live Oak, 5 1/2" Gal. X 300 points = 17,100 points b. 15 Bald Cypress, 2 1/2" Cal. X 150 points = 2,250 points c. 55 Winged Elm, 2 1/2" cal. X I50 points = 4,,�50 points d. 23 5humard Oak, 2 1/2" cal. X 150 points = 5,450 points e. 12 Bradford Pear, 5 1/2" Gal. X 40 points = 4b0 points F. Qq Grapemyrtle, G'-10' ht. cal. X 40 points = 3,g60 points Total Points Earned = 52,190 points GRASS HYDROMULCH WORK REQUIREMENTS- 01. Grass works: A. Seed that has become wet, moldy and otherwise damaged in transit or Storage will not be acceptable. B. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the following pro�ortion5 by weight and meeting the accepted standards of pure live seed content, purity and germination. C. Brass seed shall have the following minimum ratio: Summer mix: CynodO^ Daft, a� .':ed Common 5ormvoo .'grass) 55% vv-e 1 ie seed of -75 lbs. pure live 5ee:a per acre. i�ti1nter ^.:X Cynodo- Dactylon (Ur -Hulled Common 3ermvda Grass) b5% pure live seed at 75 Ibs pu-e Ive Seed per acre. �,nnva! rje grass or eaua 7.5% o,sre /e 9a at 5 '_%a PvrP "fo r.ee0 ;Or,;'' 0Sre. ✓ raSS pure ii� SeeC� s�al. 00 ';;0% With Neea seea not to exceed 10% of the total pure live seed and Other materials in the mixture. .Johnson, nutgross, and other noxious Weed seed shall not be gl owed. 02. Slurry mix component per acre shall be wood ceiluioee Fiber mulch = 2,000 pounds + grass seed as specified + fertilizer (13-13-13) 500 povnds. 05. Hydromulch seeding on prepared finish grades: A. Bed Preparation: Immediately after the Finish grade has been approved, begin hydroseeding operation to reduce excessive weed growth and erosion. B. Apply seed, Fertilizer and mulch by spraining them on the previously prepared seedbeds in the form of an aqueous mixture and by using the methods and eciulpment described herein. G. Particular care shall be, excer5ized by the Contractor to Insure that the application is made uniformly and at the prescribed rate and to guard against missed and overlapped areas. 04. Maintenance: A. Maintenance shall consist of weeding, Fertilizing, insect control, Wrote--ing, replanting, mowing, maintaining of existing grades and repair of any erosion damage. 5. Gvarantee growth and coverage OF hydromvlch planting 5hal! be a minimum of nlneti-Five percent (g636) of the area planted will be covered with specified planting. After sixty days with no bare spots visible G. Watering: Goardinate, with the Owner to properly operate Irrigation System to assure a regular, deep watering program 05. Inspection and Final Acceptance: Final acceptance of lawn establishment shall mean that the hydromulched areas are ninety-five percent (515%) uniform coverage of grass in excess of one Inch in height. Na bare spots will be accepted. ?.1.99 REVISION NO. 1 �' IIL A 8,18.99 REVISION NO.2 11.01.99 REVISION NO. 5 ZL 12.17.99 REVISION NO. 6 &\ 2.24.00 REVISION NO. 8 3.09.00 REVISION NO. 0 p5 �q � ��j}jj �� : - , MAR A'A R 2 �{ w Fg tt p f OSBORN & VANE ARCHITECTS. 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architect W/AOF WONG & ASSOCIATES, INC. 6300 fiilkrof, Suite. 616 Houston, Texas 77081-3005 _'�. C/STERN` t� .SC,, ........ Fax (713) 777 TeL (713)9-4404 `\� \�� ROCK PRAIRIE CROSSIN J' SHOPPING CENTER ROCK PRAIRIE @ HWY. 6 SOUTH COL! EGE STATION, TX Project No. 98167 Drawn ISp Checked EJW N� LANDSCAPE DETAILS & NOTE: Sheet " o. L2 IRRIGATION I �' 56 Symbol PesGription of Proposed irrigation Equipment -____ ._ -._ _ __ _. .. _ - ?: 9 «.< ,- --"' - t.�- .,>owxs :.�:� .z�: �..>.... tea_<� ����'� Hunter 1--20 Rotary 5prinkler or Tara S-100 Rotary Sprinkler 2" x a ti1osv. , ^ — — — — — x,� }.._ '� a GI Gle radius a11111►114111111► 9111 lllit11111111111111111illlllti111 llil}II,+w�^\a'�`a- i - PM I'"1 I-20 ,�4DV-05 Fort 'r 38'-O" r d 2 ©® GPM °°° +'"+1 r } I } �, I -20 SC �l-OI Full rirel0 2q'_O" radius 3.20 G ( ) � f 1 ° I I It,,, Ycp�y„ ,�, , A ,.°° Q ''' i,,, `" " - C, * 1-20 ADV--01 Fart Girr-le 2cf'-O" radius I.60 r PM A ,,,, , ,` Ralnblyd 1804 Pap Up Sprinkler or Toro 5i0c�ual E_.. -' - / ,}°''',,,'�44 ' D RS 1504 Puh 360 degree with 12'-O" radius 2.60 GPM ... ° >�, ".°° E _ ., „ ' ✓° , B RB 004 Half 150 degree with 12'-O" radius 1.50 GPM _ , - ° °a °' ° J,�,,:c RB 1804 Quarter �O degree, with 12'-O'! radius 0.65 GPM ° `�° .. G RB i&04 Low angle end stripnozzle 4'X15' 0.61 GPM 1 . °°® E 3� \ �" �'-,, , * G / H RB 1804 .-ow angle center strip nozzle 4'X30' 1.21 GPM ,� # ° °✓, gay 1 I/2' Rainbird 1b12 Pop Up Sprinkler or Taro 5i0c�ual i„ , ,. 3 B \ ; ,, °l, ' - Gt � I RB IS12 Pull 360 degree with 12'-O" radius 2.60 6FM 1 �° °',,'� - A RB 012 Half 180 degree with 12'-0" radius 1.30 GPM J - 2" llJt�TI=R MIT G ,,rrJ FIB 1812 Quarter �t0 degree with 12'-O" radius 0.65 GPM - - �f Yi %01 r "; ® V (HY LOCATION M °'°J,® ;} �` L# A R5 IS12 Low angle and strip nozzle 4'X15' 0.61 GPM ® x \ ,A` °' ,., 0 _� M? I I angle nt r strip nozzle 4'X30' 1.21 GPM - ° �� 6 8 2 Low a g e ce e s p- I ; v.' M r / � 11 � C �I / /4-0-4 - III -[. I I '\ N -/,FNL \4A10%,I,& � 1I ">... I 1/1 � ,/1I� -: '',, "". Specific controller A. .. "/,K%II .M ...., ,' 1 Jr, ', >---�,,-,� �-,� 6"1I�:�� N �.. , ,I ,-. -, , 0� 1 1-1 -,< I 1. zone sequence 1- 1 "rJ, Y y JizPi ®I _ I' `w1" X Valve size 1 I i TRUCK \* �� ^ /P r\a `� j ~',, \. 1 i 1 1 4r �-- -I 1 DOCK ,, 1®i ,r: —� "' J, v 5S , - L S C \ t O �_ n ?� - . ,....._._. /� 11 ,, 1, 9.� tt. £' - %. I I '°J � ' i — q { a J J °, ✓,� n ° , - : J ,✓,` H C - °�/ A �. i 111111 1 Pressure line shall be ,45TM 1*7S5, PVC, 1120, 5ch. 40 and shall be sized at 2 1/2" unless noted otherwise noted on plan. Irrigation contractor shall install thrust blocks at all areas where pressure Ilne turns. R.alnblyd PF5 Series Electric Remote Control Valves 2" Water Meter installed as per Gity of College Station IM Code and rec�uirementa by irrigation contractor. Verify exoGt location on project site. 2" FBBCO 365'( Double Gate Double Check baskflow prevention device. Verify location. Install inside planting bed. One Rainbird cSP 40 MC wall mounted irrigation controller. Verify location and electrical hookup w/ General Gontractor. Glen Hilton Industries 'Mini Cliks' rain sensor shall be installed directly over irrigation controller. Roinbird 33 DR(,' Ouick Coupling Valve installed below grade inside 10" plastic valve box. Gate Valves shall be, sized to pressure line size at $ 't"" $ location noted. -- Irrigation sleeves shall be provided by general contractor. - Coordinate all sleeve locoti©ns with general contractor. Verify locations at project site. Sleeves shall be Sch. 40 PVC 4" diameter unless noted os being 6" on the plan. Irrigation lateral lines (non --pressure lines) ---1-- I%2" A5TM D 2241, PVC, 1120 OR 1220, 5DR 15.5, 315 PSI —ii-- 4" rim?M 2241, h YG, 112 OR1220,T�I, 2CJ *�I --! -- I" A5TM %J 2241, PVC, 20 OR 1220, 517R, 21, 200 PSI ---iR — 1 1/4" r`rSTM ,i,�' 2241, PVG, 1120 OR 1220, 5DR 21, 200 PSI Date issued/revised 5.26.99 REVIEW, PERMIT, &: PRICING 7,1.99 REVISION fvi0. 1 REVISION /\ / 2\ 8.18.99 N0. 2 11.01.99 RE`�/',S -N N._.. -, 0 12.1 71.99 REVISION '\ 0. 6 Ar, 2.24.00 REVISION NO. 8 Aa 3.09.00 REVISION NO. 9 A,B / ✓A r✓ ry - s (�1'(' I�� u `eJ a. ++��+� ..�..I:: 1I,�II;,�t�1-I� �;. ---�"7=-:---==-: (jq;�II1: ) -C I ,` ,, I 25 7�� -41if QP 1) I�D<- _ \ ..__ J J j 'r,J,JY �` / \ 2" - `r C t �ry p 1 r,° _ .. ., ,; ,.,. 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(". � � 1 [- P R Jl � n T I T X D/ M gaaaa W H c. 6 r E a E E ..-_.................- - ;, r f E - ...... _ .. _ _......._...__ ....._ __..... . - - -..... - _ -- - I/2 I` 1,, -" 11111111144i I 1/2" ......._...-__.. + _ tt E ,�, „_ __ = IB``� Project No. 98167 � r-1 ki IRRIGATION GENERAL NOTESs 01. All materials and equipment shall conform to all applicable State of Texas, City, and Gounty codes. The irrigation contractor shall be responsible for securing all permits prior to actual work on site. 02. The Irrigation contractor shall verify all conditions and dimensions shown on the irrigation plan at the site prior to commencement with any work under this contract. The intent of the irrigation system is for 100% coverage of all landscape areas. 05. Install all equipment and materials as shown on irrigation plans. Provide a reduced (half -sized) copy of the Irrigation Plan (Indicating all irrigation sections/zone locations) for use at controller box location. Said plan shall be laminated in protective plastic cover. 04. Prior to commencement of work, the Irrigation contractor shall contact the Owner to coordinate all required inspections. 05. Plans as shown are diagrammatic only. All irrigation valves, main lines, quick couplers, irrigation heads, etc. are to be placed in planting areas when possible. Gate valves and remote control valves shall also be placed In shrub areas whenever possible. The system bockflow prevention device shall always be installed in shrub planting areas. 06. Extreme care shall be exercised In excavating and working near existing utility easements. The irrigation contractor shall be responsible for the verification of all utility locations (telephone, TV, gas, electrical, water, cable, etc). The irrigation contractor shall be responsible for all damages inflicted on any and all utility lines. 0-1. The irrigation contractor shall at all times protect his work from damage and theft and replace all damaged or stolen parts at his expense until receipt of the Certificate of 5ub5tontiai Completion from the Owner. 0a. The Irrigation contractor shall Flush and adjust the system for optimum performance. This shall Include regulating the pressure at each valve, to obtain the optimum operating pressure for each system. 0dl. T'ne Irrigation contractor shall not wiilr"ully install the sprinkler system as shown on the drawings when it Is obvlous In the field that obstructions, grade differences, or differences in area dimensions exist that might not have been considered in the design of the system. Such obstructions or differences should be brought to the attention of the Landscape Architect immediately. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 10. The Irrigation contractor shall also comply to these additional special requirements to the irrigation system: A. All mainlines shall have a minimum of 15" of cover (5GH. 40 P\/G Pipe). 5. All lateral and sub -main pipe to have a minimum of 12" of cover (Glass 200 PVC pipe). G. No rocks, boulders, or other extraneous materials shall be used for backfilling of trenches. ]7. All pipes to be installed as per manufacturer's specifications. E. All threaded Joints to be coated with Teflon tape or Liquid Teflon. F. All lines to be thoroughly flushed before instollotion of any sprinkler heads. G. Sprinkler and related equipment shall be installed per manufacturer's specifications. H. No electrical connections shall be made in the field except at a valve control box or another valve box specifically for connections. All 24 volt wire shall be No. 12 OF/UL for common wire and No. 14 OF/UL for control wires. Direct burial shall be solid copper. J. The irrigation contractor shall be responsible for proper coverage of areas to be watered: ie. adjust heads with Insufficient coverage due to blockage by existing or proposed site features or sizing down sprinkler heads to avoid excessive overthrow. K. The Irrigation contractor shall refer to the landscape; planting plan to keep sprinkler equipment and accessory materials from interfering with proper planting: ie, verify rootball size for planting, configuration of shrub/groundcover beds, etc. L. The Irrigation contractor shall provide expansion coils at each wire connection in valve box (wrap around 5/4" pipe 12 times). M. The irrigation contractor shall utilize appropriate automatic drain device where low head drainage may occur. N. All sprinkler heads shall be mounted on swing Joints unless otherwise noted. O. The irrigation contractor shall install o separate common for each controller. P. All 24 volt wires shall be color coded: Common shall be white and control shall be red. Q. The irrigation contractor shall install manufacturer's recommended grounding equipment For power supply and valve output with (2) 5/5" copper clad ground rods. R. The Irrigation contractor shall install manufacturer's recommendation on fault ground and lightning protection. 5. The irrigation contractor shall furnish the Owner with the following: 2 wrenches for disassembling and adjusting each type of sprinkler head and valve, 2 keys for the automatic controller, and 2 quick coupler keys with matching hose swivels. T. The Irrigation contractor shall odd extension risers to pop up sprinklers when needed for proper coverage. Coordinate with landscape contractor as to where risers for sprinkler heads are required. U. The irrigation contractor shall install sprinkler equipment 12" from all building foundations and Install sprinklers 4" from any curbs or walkways. II. The entire irrigation system (labor and materials) shall be guaranteed and warranted for a period of one year. The riorronty period shall commence upon final acceptance by the Owner of oil landscape and irrigation works. MINIMUM 4" FROM SIDEWALK, C CURB OR EL BUILDING 5Ti TYPICAL 4" POP UP SPRINKLER RAIN51RD 1804 OR EQUAL 1/2" x CL05E NIPPLE 1/2" SO' ELL SXT 1/2" FLEXIBLE PVC PIPE OR APPROVED SU55TiTUTE TRANSITION TEE (PIPE SIZE x 1/2" SLIP) _ Four Inch Pop Up Lawn Spray Not to Scale BOX AND COVER OVER DOUBLE GATE DOUBLE CHECK VALVE FINISHED GRADE W�VAW A� CHECK VALVE CAPS TEST COCKS T ELECTRIC MAST DI5TRIE3UTION TO VALVES O ELEC R VALVE R E T1 GATE VALVES GATE VALVES MALE ENDS FEBCO 85O Y DOUBLE CHECK DOUBLE GATE VALVE Double Cate Double Check Valve Not to Scale FEBCO MODEL 165 PVB PRESSURE VACUUM BREAKER. LINE SIZE GATE VALVE 0 COPPER e ELBOW iy !il O = COPPER NIPPLES m LENGTH AS COPPER NIPPLE = REQUIRED LENGTH AS REQUIRED = COPPER NIPPLE 'j LENGTH AS REQUIRED w w GATE VALVE COPPER UNION d COPPER NIPPLE r \D LENGTH AS REQUIRED COPPER NIPPLE OLENGTH AS REQUIRED 111 _..- FINISH GRADE IL � Few ADAPT INLET FROM MAIN SOURCE AS LOW REQUIRED I -FLOW MAIN ADAPT OUTLET TO IRRir ATION SOURCE MAIN AS REQUIRED MAINLINE Not to Scaie FEBCO 9165 PVB VACUUM BREAKER LINE SIZE. COPPER NIPPLE OR PVC SCH. 40. --- -- COPPER 90' ELBOW OR PVC SO' ELBOW. -- COPPER NIPPLE OR PVC SCH. 40. --- COPPER UNION OR PVC UNION. -- COPPER NIPPLE (LENGTH AS REQUIRED) OR PVC SCH. 40. ' FINISI-IED GRADE IX �A \ ` — ADAPT INLET AND OUTLET (AS F-EQUIRED) MAIN FROM SOURCE Pressure Vacuum Breaker No Scale SHED GRADE AR DRIVEN ROTOR P-UP 4EDULE 80 PVC IP E RLEX STREET ELLS E Rotary Sprinkler Installation L4 Not to Scale MINIMUM 4" FROM ANY HARD EDGE WHEN P SSIBLE SIDEWALK, CONCRETE CURB OR EDGE OF BUILDING STRUCTURE -� TYPICAL 12" POP UP SPRINKLER HEAD BY RAINBIRD OR EQUAL BARK MULCH AREAS 112" PVC MALE ADAPTER `�-- 1/2" FLEXIBLE PVC PIPE OR APPROVED SUBSTITUTE TRANSITION TEE (PIPE SIZE x 1/2" SLIP) PVC LATERAL LINE Twelve Inch Pop Up Spray (-lead L4 Not to Scale PLASTIC VAL` (CAR50N 1419 OR EQUAL PEA GRAVEL 2 2"x4"x2 REDWOOD (P, OPPOSITE EA PARAPET COPING RAIN SENSOR CONTRO—ER S" DIAMETER PLASTIC BOX AND COVER NOTE: TOP OF COVER 1/2" ABOVE FINISH GRADE IN TURF. QUICK COUPLING VALVE PEA GRAVEL (2 CUr IC FEET) 3" 5R455 RISER TYPICAL: 5RAS5 ELLS 4-4 REBAR, 36" DEPTH J !�1-+.f-ISJJ IVII 1 —e Quick. Col_ ins Valve L Not to Scale EPDXY FILLED CONNECTORS CONTROL WIRES (MINIMUM 10 WRAPS ON 2" PVC PIPE) LATERAL LINE REMOTE CONTROL VALVE MALE ADAPTER 45° ELL 90' ELL MAINLINE Remote Control Valve Not to iGale NOTE: LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE. ELEG. rRICAL CONDUIT TO RAIN SENSOR. WIRE AND CONNECTIONS BY IRRIGATION CONTRACTOR, ELECTRICAL CONDUIT Si -(ALL BE BY OTHERS - MAIN BUILDING ROOF \ � REMOTE CONTROL VALVE. COMMON WIRE TO VALVES. CONTROL WIRE TO VALVES. NOTE. INSTALL RAIN SENSOR AS PER MANUFACTURER'S SPEG!I=(CATIONS 1 Rain. Sensor Installation Detail Not to Scale -i FINISHED GRADE LOCATE SPRINKLER A MINIMUM OF 4" AWAY FROM ANY SIDEWALKS, CONCRETE CURB OR ANY OTHER TYPE OF BUILDING EDGE. ROTARY SPRINKLER ON SWING JOINT RISER. 2 MAR -EX 3/4" STREET ELLS 3/4" X 12' 5CHEDULE SO NIPPLE MARLEX 3/4" STREET ELL - TRANSITION TEE PIPE SIZE a e e ed e e C e y f a Y e e e i�il�;�,u� iiT u���I'�,uRIZ�u►rtZu/lll��t!� `— X 3/4" FIPT LATERAL PIPE Rotary Sprinkler J on Swing Joint Riser Not to Scale SOLVENT WELD CAP FINISHED GRADE PAVEMENT 24!' L IRRIGATION SLEEVE ' 18" FOR NON -PRESSURE LINE 24" FOR MAIN LINE NOTE: ALL SLEEVES SHALL BE HIGH IMPACT, TYPE 2110, SCHEDULE 40 PVC Typical Irrigation Sleeves Installation Detail Lq No Scale 12" RARY RISER 'FREE ELL (TYPICAL) FINISHED CzFeAF- RAIN51RD NO. 63100 VALVE MARKER PVC MAIN .M�� LiN ` f" „.; I t 2" PRIG CLASS 160 WITH LENGTH AS REQUIRED MANUAL BALL VALVE SO DEGREE PVC 3" PVC SCH. 80 NIPPLE SCH. 40 ELL SUMP-3/4" CRUSHED PVC SCH. SO NIPPLE ROCK A5 REQUIRED. e FOR ADEQUATE DRAINAGE OF MAIN VALVE TO BE LOCATED AT LOW POINT IN MAX Manual Drain Valve Assexfl l� Not to Scale AMETEK BOX FINISHED GRADE MAIN LiNE LOOP DRIVEWAY OR PAVEMENT AREAS 1'-0" MINIMUM � NVI 1vV1V1 SHUT OFF VALVE 3" LAYER OF 3/4" CRUSHED ROCKS 2x4 REDWOOD BLOCKING PVC SLEEVE OR BRICK BLOCKING. MAIN LINE TO WATER SUPPLY AND BACKFLOW PREVENTION DEVICE NOTE: PROVIDE SHUT-OFF VALVE BETWEEN MAIN LINE AND EACH CONTROL VALVE. SHUT-OFF VALVE BETWEEN EACH VALVE AND MAIN LINE IS NOT SHOWN ON IRRIGATION PLAN. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SHUT-OFF VALVES AS NOTED. Main Slut off Valve Assembly Not to Scale WALL MOUNTED HEIGHT TO BE— CONTROLLER SPECIPPIED APPROXIMATELY 5'-0" ABOVE WITH KEYED LOCK OR __ FINISHED FLOOR ELEVATION. - PADLOCK. 120 VOLT POWER AND GROUND CASE WITu NO IO WIRE - - GROUND CONNECTION. CONTROL WIRE CONNECTIONS `- COMMON WIRE CONNECTIONS CONDUIT JUNCTION BOXES J RISER, ELL AND 4" CONDUIT UNDER GARDEN SHOP FLOOR BY OTHERS. —___ --- -- RISER --- FINISHED FLOOR GROUNDING ROD (BY OTHERS). 1 i I i 4" CONDUIT UNDER U GARDEN SHOP FLOOR. 9O DEGREE ELL TO BE BY OTHERS. I NOTE: ALL WIRING TO OF DIRECT BURIAL L AIE5 -0 BE INSTALLED AS PER REMOTE CONTROL VALVES. APPLICABLE CODES. ELECTRICAL POWER TO BE PROVIDED BY ' OTHERS. Automatic Irrigation ND ControllerInstallation Detail I Not to Scale I FINISHED GRAD. LAWN AREAS FINISHED GRAD SHRUB AREAS POP-UP SPRINKLER TO BE INSTALLED i" ABOVE FINISHED GRADE IN SEEDED AREAS AND ' ABOVE FINISHED GRADE AT SODDED AREAS. NIPPLE TO BE INSTALLED U)'-4 AN ANraLE OF 45' 725' FRO!`! VERTICAL. 5CHEDULE 8O PVC ELBOW -THREADED TYPE SERVICE TEE \ \ PVC PIPE LATERAL LINE ALL THREADED FITTINGS TO BE \ SEALED WITH TEFLON TAPE OR APPROVED EQUAL. Pop Up Sprinkler Installation Not to Scale L� Not to Scale ROUND PLASTIC BOX AND COVER MARKED FOR EASY IDENTIFICATION AS IRRIGATION GATE VALVE. EXTEN51ON MAINLINE GATE VALVE PVC MALE ADAPTER PEA GRAVEL Date tit'cl;'-c��,� 5.26.9` 7.1,99 8.1 S . 9 t . C, 1.99 r � RE 12.17.9 9 R E 2.24.00 RE ."Si - 3.09.00 W!"", i"S � N Li EGE S T 4 T ON TX Project No. y� 67 Drawn i SP Checked EJW IRRIGATION DETAILS & Sheet No. 4 r n S 20 R -It , , ;, - "') �_, I_ _ -- -- _ t I 3 � 2 I C4 CA -1 -- - - '- 40` TRUCK to - 1 q 20IRDOCK I--------------,---- I �I {04, i b l i t0 ,Z i A i I i ® ' L' 2 AS MEN CAPE TYPICAL 21 V I ry m r Qn dl I i i i c4, ' t X " D21 61 N Q ' 2 r' J _ 4 a m.N 5 7 121 ,R _ LL ,n OG a - �n01 21 - I 20 - 23' 8 -l01-0" 23 a r t TYP. UN 21R - s� a _ { ; Y 10 ' C4, 5'R 5R tj , 1 5 II - 81,-OBI �3 -ta'v! if � • 41'121, � 110 17 �3 k.- - - - �- 268'-111 r•••••' •+++ WE t.'•• � O `+rim+�+�+�� • •41P,�i'�'s�.. ,v'+!••.�.♦ _ `.+i+i+++��'i•+•+�s�.�++•++fir,.+•+++•+� 9 "l: let X, 12 9 2 'R 9 i 16 15 '� ,,.� ?, ��8'-2 13132 43'-0 II/lea" 100i- m l ♦' ,,'' . ♦ , �W `Vq I'. • Jn 1 L"-KIi F II I , II I ♦ x,, 1 8i� 4 V3 � \ 3'R. :/ 36 -O 9 63 -O � 9 4 0, 25' BUILDING LINE 3e�l oil 14 O 12 a /5.3, �,� 26 1 14 I I ,6 Q 14 23 - �'- , 3 FUTURE PAD 'C"' rnr!F 15,255 SF t ♦♦� �23 /S d tv l F , MAX. 19/1 ;1 Sell l '21 1.1 4 / /6 251! -- -- - -- - - 2 -S 9/1 I O ` 20 R, I 28 �- i - -- - ---- - ` 21R 2, I i ! t I c� 8, � 4 21R F R 4 4 R b" �t 9' 9' TTP. 1681-10 3/411 5'R`�' 12 2 l Y S 20' 23' BANK - � rn - 1' � 4' --111 14 OI 168' -10 3/4 ° ' _ -- -- -- �' - , - - --- V -t FUTURE PAD E FUTU / - FUTURE - 1 1 0 4000 SF r r _ - PAD D � � - W .u.._ f'...�' , mil tlJ 't I 3600 SF MAX. ,,, , , 14 -'? 10'R MAX.025-5'R 63'- I. m bII --- - ----- t -- >, ,i. 9 0 -O" g' 63'_O" 21 -8" r o _ - - - -- u - - ----- -- - -- -- ----- - -- - - ------ ----- - - - ----- - - - ---- - L r - .p ------ - - - -- - f ---- -- ' I _ _ter AL - - T A--G- - R:-- -A ---- D----- R.O. - - -- -- ROCK PRAIRIE CROSSING SHOPPING CENTER SITE PLAN �. 1 11 = i 1 11 LANDSCAPE AREA GENERAL SITE NOTES: 1. PROVIDE HANDICAPPED SIGN AT EACH HANDICAPPED PARKING SPACE. RE: 4/ASI.I. 2. PROVIDE HANDICAPPED PARKING SPACE SYMBOL ON PAVING AT EACH HANDICAPPED PARKING SPACE, RE: IA51.1 3. ALL PARKING SPACES ARE 18'-O" DEEP UNLESS NOTED OTHERWISE. 4. ALL PARKING SPACES ARE `5'-0" WIDE FROM CENTERLINE TO CENTERLINE OF PARKING STRIPE, UNLESS NOTED OTHERWISE. 5. ANGLED PARKING SPACES TO BE 60'. 6. PROPOSED PARKING LOT STRIPING IS FOR ENTIRE SITE, STRIPES TO BE 4" WIDE, UNLESS NOTED OTHERWISE. 1. COLOR OF STRIPING, STMSOLS, ARROWS SHALL SE WHITE UNLESS NOTED OTHERWISE. 8. CURP RADIUS TO BE 1'-Fh" TYPICAL, UNLESS NOTED OTHERWISE. JL 631 - 01I L: 900 PARKING 600 PARKING LAYOUT LAYOUT Date issued/revised 5.26.99 REVIEW, PERMIT & PRICING 7.1.99 REVISION No. 1 1 METES AND BOUNDS DESCRIPTION 8.18.99 REVISION No. 2 OF A 11.01.99 REVISION No. 5 0 12.55 ACRE TRACT ROBERT STEVENSON LEAGUE, ABSTRACT No. 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS NOTES TO SNEE_ T' : Metes and bounds description of all that certain 12.55 acre tract or parcel of land, lying and being situated in the 1. EXISTING DRIVE APPROACH TO REMAIN. Robert Stevenson League, Abstract No. 54, College Station, Brazos County, Texas, and being a portion out of that same 2. EXISTING CURB/SIDEWALK TO REMAIN. 27.50 acre tract conveyed from First American Bank, SSB, et 3 PROPOSED DRIVE, RE: CIVIL DRAWINGS. at, to Delmar Investments, Inc., as described by deed recorded in VOLUME 3146, PAGE 186 of the Official Records of Brazos 4• CONCRETE WALK, Il 1A51.1 County, Texas, said 12.55 acre tract being more particularly described as follows: 5. HANDICAP PARKING, RE: IASLI. BEGINNING at a chiseled "x" mark in concrete, found l SCOPE OF WORK BY OTHERS, KI.G. marking the north corner of said 27.50 acre tract and EXISTING CURB/SIDEWALK TO BE REMOVED. lying in the southeast right -of- way line of Rock Prairie Road. 8. DUMPSTER ENCLOSURE, RE: IlAS. THENCE S32' 12' 28" E - 326.70 feet to a 1/2" iron SUBMIT COLOR SPECIFICATIONS TO THE CITY OF rod found marking the south corner of Lot 1, Block One, COLLEGE STATION FOR APPROVAL BEFORE L.O. Ball Memorial Subdivision, as depicted by plat INSTALLATION. recorded in VOLUME 2555, PAGE 313 of said Official 1 Records. B. CONCRETE SIDEWALK BY OTHERS. (SIDEWALK WILL BE THENTHENQE N 57' 47' 34" E - 200.00 feet with the CONSTRUCTED WITH THE LONGM11RE DR. EXPANSION). southeast line of said Lot 1 to a 1/2" iron found for corner and lying in the southwest right-of-way of 10, LIGHT STANDARD, RE- 12AS1.1 t ELECTRICAL DWG S. Texas State Highway No. 6. LOCATE PER PARKING STRIPES AS SHOWN UNLE56 DIMENSIONED OR NOTED OTHERWISE THENCE S 32' 12' 26" E - 455.41 feet with said right -of-way line to a Texpot standard concrete right -of- 11. BOLLARDS, RE: 11ASl.11. LOCATE CENTER OF BOLLAFJ way monument found for angle point. w 1'-6" AWAY FROM SIDE OF BUILDING. 12. WHEELSTOP, RE: 13A51.1. THENCE S 42' 59' 35" E - 228.53 feet with said right -of-way line to a 1/2" iron rod found for corner, and 13. PYLON SIGN - BY OTHERS, RE: 15A51.1 being the intersection with the northwest right-of-way 14 "TEMPORARY KNOCK -OFF CURBS" (BASE BID). line of Birmingham Drive. RE, CIVIL DRAWINGS. THENCE S 56' 19' 13" E - 749.16 feet with right -of- 15 31-01, WIDE PAINTED I',ACCE6515LE AISLE WITH way line to a 1/2" iron rod set for beginning of a curve .411 WIDE DIAGONAL STRIPING . 24" O.C. to the right. Igo, ACCESSIBLE ROUTE', SHALL NOT HAVE RUNNING THEN in a nothwesterly direction 47.13 feet along SLOPE GREATER THAN 1:20 ( UNLESS RAMP the arc of sold curve ( Curve data: central angle= 90' AS PER TAS 4.8). NOWHERE SHALL THE CROSS 00'00", radius = 30,00 feet, tangent = 30.00 feet, the SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50. chord bears N78' 40' 48" W - 42.43 feet), to a 1/2" iron rod set for end of said curve, and lying in the 2 proposed northeast right-of-way line of Longmire Drive. 11, STAMPED CONCRETE, RE: SPECS, SUBMIT COLOR SPECIFICATIONS TO THE CITY OF T N N 33' 40' 49" W - 86.62 feet with said COLLEGE STATION,IFOR APPROVAL BEFORE proposed right-of-way to a 1/2" iron rod set for INSTALLATION. beginning of a curve to the right. THENCE in a nothwesterly direction 244.84 feet along Ia. DIRECTIONAL ARROW, RE: 19A5. the arc of said curve ( Curve data: central angle= 28' 1 37' 47", radius = 490.00 feet, tangent = 125.03 feet, 19. TRAFFIC SIGN - "DO NOT ENTER" RE: 14a/A51.1 the chord bears N19' 21' 56" W - 242.30 feet), to a SET POST 2'-0" FROM FACE OF CURB. 1/2" iron rod set for end of said curve. 20. STOP SIGN, RE: 14AS1.1 THENN 05' 03' 00" W - 387.88 feet with said SET POST 2'-0" FROM FACE OF CURB. proposed right-of-way line to a 1/2" iron rod set for beginning of a curve to the left. 21. ALIGN t CENTER ACCESSIBLE AISLE WITH KROGER'5 THENCE in a nothwesterly direction 265,44 feet along ENTRANCE RAl the arc of said curve ( Curve data: central angle= 27' 22 CONCRETE SIDEWALK, RE: CIVIL DRAWINGS. 09' 28", radius = 560.00 feet, tangent = 135.26 feet, the chord bears N18' 37' 46" W - 262,96 feet), to a 1/2" iron rod set for end of said curve. 23. 4" WIDE WHITE LANE STRIPE. THENCE N 32' 12' 28" W - 43.06 feet with said 2.4. TYPICAL BASCART STORAGE AREA, RE: 21,451.1. proposed right-of-way line to a 1/2" iron rod set for beginning of a curve to the right. 25. FUTURE PAD TO PROVIDE DUMPSTER PER CITY OF COLLEGE STATION STANDARDS. THENCETdENCE in a nothwesterly direction 47.13 feet along the arc of said curve (Curve data: central angle= 90' 26. FUTURE PAD "C° CANNOT BUILD TO THE FULL 15,255 S.F. UNLESS (THE REQUIRED F D.C. CAN BE 00'00", radius = 30.00 feet, tangent = 30.00 feet, PROVIDED PER CITY OF COLLEGE STATION the chord bears N12' 47' 31" E - 42.43 feet), to a 1/2" iron rod set for end of said curve, and lying in REQUIREMENTS• in the right-of-way line of Rock Prairie Road. 2.1 TRAFFIC SIGN - "ONE WAY" RE: 14biA51.1 THENCE N 57' 47' 32" E - 216.49 feet with said ALIGN WITH CENTERLINE OF DRIVE AND SET POST right-of-way line to the PI ACE OF BEGINNING and V-0" FROM FACE OF CURB. 5 containing 12.55 acres of land. 26. EXISTING CONCRETE WALK TO BE REMOVED. Basis of Bearing: The monumented southwest line of L.O. Ball Memorial Subdivision, called N 32' 12' 28" W as depicted on the plat recorded in VOLUME 2555, PAGE 313. TAP LEGEND W.) OEM / D) A E t� 1 till Wa ELEVATION ERTWW COMPLIANCE IL-71 DEC, ID219 +z5t i a Ll r° �� t� � y l� OSBORN & VANE ARCHITECTS.z 2000 Bering Drive, Suite 41© Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects , e ROCK PRAIRIE CROSSIINq�J SHOPPING CENTER ROCK PRAIRIE o HWY. 6 SOUTH COLLEGE STATION, TEXAS Project No. 98167 Drawn RS Checked RV Sheet No. A S1 of 2AS --------------------------- Ll TA 63 II \ NORTH LANDSCAPE PLANTING PLAN SCALE: 1"=40'—O" D \ F R 0 N T A G E R n A n 40 20 0 40 80 120 SCALE: 1"=40'-0" Date issued/revised 5.26.99 REVIEW, PERMIT, & PRICING ,7.1.99 REVISION NO. 1 Ai 8.18.99 REVISION NO. 2 A 11-01.99 REVISION NO. 5Arp REV�EWED F COMPLIANCE DEC 0 2 1999 COLLET DEVELOPME OSBORN & VANE ARCHITECTS 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects LANDSCAPE W/A S WONG & ASSOCIATES, INC. 6300 Hillaoft, Suite. 616 Houston, Texas 77081-3005 Tel. (713777-9198 Fax (713)) 7774404 ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE HWY. 6 SOUTH COLLEGE STATION, TX Project No. 98167 Drawn ISID Checked EJW LANDSCAPE PLANTING PLAN Sheet No. L 1 A TYPICA L2 SCALE: NOT TO 0 AE, 0 a e THIN OUT INTERIOR BRANCHING of PLANT MATERIAL/TREE AS PER SPECIFICATIONS. 8/4" SLACK RUBBER HOSE NO. 12 GAUGE DOUBLE STRAND GALVANIZED WIRE PROTECTIVE TREE WRAPPING REFER To SPECIFICATIONS 3 - 2"x2" 501UND HARDWOOD STAKES OR APPROVED METAL "T STAKES 5" NIGH SAUCER KITH A 4" LAYER OF SHREDDED PINE BARK MULCH SOIL MIX AS SPECIFIED TREE ROOTBALL AS SPECIFIED ON CONSOLIDATED PLANT LIST L LARGE TREE CALE PLANT LEGEND$ L2 SCALE: NOT TO SCALE SY'M. QTY. DESCRIPTION OF PROPOSED LAN05CAPE WORKS LO 51 ouercus virginiona (Live oak) - 3 1/2" cal., 65 gal. container, 12'-14' ht., single -trunk, 5'-6' spread. All trees shall have uniform height and spread. Excavate each tree hole 15" plus the depth of the 65 gal. container. Stake each tree with a minimum of two T-0" metal "T" stakes. Check sub -surface drainage of each tree pit prior to planting of a tree. No 545. UP 53 Ulmus olato (Winged elm) - 2 1/2" cal., 50 gal. container, ]O'-12' ht., single -trunk, 2'-3' spread min. All trees shall have uniform height and spread. Excavate each tree hole I8" plus the depth of the 30 gal. container. Stake each tree with a minimum of two T-0" metal "T" stakes. Check sub -surface drainage of each tree pit prior to planting of a tree. No 545. BP 12 Pyrus calleryana (Bradford pear) - 3 1/2" cal., 65 gal. container, 12'-15' ht., single -trunk, 6-6' spread. All trees shall have uniform height and spread. Excavate each tree hole 18" plus the depth of the 65 gal. container. Stake each tree with a minimum of two `i'-O" metal "T" stokes. Check sub -surface drainage of each tree pit prior to planting of a tree. No 8t5. TV 15 Taxodium distichum (Bald cypress) - 2 1/2" cal., 30 gal. container, a'-Ii' ht., single -trunk, 4'-5' spread. All trees shall have uniform height and spread. Excavate each tree hole IS" plus the depth of the 50 gal. container. Stake each tree wit a minimum of two T-0" metal "T" stokes. Check sub -surface drainage of each tree pit prior to planting of a tree. No 545. RO 25 QUercus shumardii (5humard oak) - 2 1/2" cal., 30 got. container, lo'-12' ht., single trunk, 5'-6' spread. No 545. All trees shall have uniform height and spread. Excavate each tree hole 16" plus the depth of the 50 gal. container. Stake each tree with a minimum of two T-O" metal "T" stakes. Check sub -surface drainage of each tree pit prior to planting of a tree. LI dial Logerstroemla indices (Tuscarora red crapemyrtle) - 30 gal. container, q'-10' ht., multi -trunk. No 845. All trees shall have uniform height and spread. Excavate each tree hole 16" plus the depth of the 30 gal. container. Stake each tree with a minimum of two T-O" metal "T" stakes. Check sub -surface drainage of each tree pit prior to planting of a tree. WL 5q7 Liguetmm japonica (Wax -leaf ligustrum) - 5 gal., planted at 56" o.c. Shrubs shalt be pit planted. Excavate each shrub pit to a depth of 8" plus the depth of the 5 gal. container, Check sub -surface drainage of each shrub pit prior to planting of shrub. Install a minimum of 2" layer of pine bark mulch over bed. Ri 'i80 Raphiolepis Indira (Clara Indian hawthorn) - 5 gal., planted at 50" o.c. Shrubs shall be pit planted. Excavate each shrub pit to a depth of 6" plus the depth of the 5 gal. container. Check sub -surface drainage of each shrub pit prior to planting of shrub.. Install a minimum of 2" layer of pine bark mulch over bed. TA 2,540 Trachelospermum aslattaum (Asian jasmine) - I gat., planted at to" o.c. Entire groundcover bed shall be excavated to a depth of 6" plus the depthof the I gat. container. Check sub -surface drainage of entire groundcover bed prior to plant installation. Entire bed shall be filled with specified bed preparation. - Grass Verify Gynodon doctylon (Common bermvdo) - Hydromulched. s.y. All unpaved and disturbed areas on site shall be cleaned up and fine graded to drain properly prior to hydromulch process. All right -of -Way areas of project shall also be hydromulched. (Add Alt. h Supply and grade out a minimum of one inch layer of sharp sand over all areas to be hydromulched.) Edge Verify Proposed Ryerson Steel Edges - To be installed in the following landscape conditions: I•f• I. Edging shall be installed where landscape beds meet concrete pavement. 2. Edging shall be installed where landscape beds meet grass areas. No edging required by curbs. Steel edging shall be Ryerson Estate Curb 115"X4" with new stakes free of rust. Steel edging shall be installed as per radius shown .and noted on plans. All quantities noted to be verified by contractor THIN OUT INTERIOR BRAi CHIN& OF PLANT MATEIZIALMEE AS PER SPECIFICATIONS. 5/4" SLACK RU5BER HOSE No. 12 GAUGE DOUBLE STRAND GALVANIZED K1RE PROTECTIVE TREE WRAPPING REFER TO SPECIFICATIONS 3 - 2" x2" SOUND HARDWOOD STAKES OR APPROVED METAL "T" STAKES 5" HIGH SAUCER WITH A 4" LAYER OF SHREDDED PINE BARK MULCH 501L MIX AS SPECIFIED TREE ROOTBALL AS SPECIFIED ON CONSOLIDATED PLANT LIST WACIN6 As INDICATED }� ON -PLAN ", C SHRUB PLANTING. L2 SCALE: NOT TO SCALE 4" LAYER OF PINE DARK MULCH INSTALLED IN 5' HiGH SAUCER 5ACKFILL MIX AS SPECIFIED CONTAINERIZED ROOTBALL TO BE REMOVED FROM CONTAINER PRIOR To PLANTING 501L MIX AS SPECIFIED UNDISTUREED SOIL CiTY OF COLLEGE STATION LANDSCAPE REQUIREMENTS Date issued/revised 5.26.99 REVIEW, PERMIT, & PRICING - 7.1.99 REVISION NO, 1 8.18.99 REVISION NO.2 A 11.01.99 REVISION NO. 5 A A. Total Indscope points required. 11.20 acres X 43050 s.f./ip00 s.f. = 488.88 468.85 X 30 points per 1,000 s.f. = 14,666.40 points B. Calculations for Clty's 5treetscape Regiuirements a.. Frontage along Highway 6 = 683' - 36 '(driveway) - 40' (sight clearance) = 60'7'-0" b. Frontage along Birmingham = '14cl' - '72' - 80' = 54T-7'-0" C. Frontage along Longmire = c134' - ]-TO'- 160' = 604'-0" Total Frontage = 1005'-0" 5treetscape points required = 1006/50 X 500 = 10050 streetscope points G. Calculations for minimum tree count required along frontage road and tally for total frontage tree counts (non -canopy trees accrue toward the requirements at a ratio of 2 non -canopy trees for every one canopy tree): a. Frontage along Highway 6 = 60'i'/25 = 25 canopy trees required b. Frontage along Birmingham = 541"i'/32 = 141 canopy trees requlred c. Frontage along Longmire = 604'/32 = 141 canopy trees required Total Canopy Trees Required: 65 trees D. Proposed Trees to be installed on Project Site: a. 54 Live Oak, 3 1/2" cal. X 300 points = 16,200 points b. 15 Bald Cypress, 2 1/2" cal. X 150 points = 2,250 points c. 34 Winged Elm, 2 1/2" cal. X 150 points 5,100 points d. 31 5humord Oak, 2 1/2" cal. X 150 points = 4050 points e. 12 Bradford Pear, 2 1/2" cal. X 40 points = 450 points f. Q8 Crapemyrtie, 1 1/2" cal_ X 40 points 3,1:i20 points Total Points Earned = 52,600 points PLANTING; REQUIREMENTS, GRASS HYDROMULCH WORK REQUIREMENTS 01. Perform all work in accordance with all applicable laws, codes, and regulations required by authorities having 01. Grass works: jurisdiction over such work and provide for all inspections and permits required by Federal, State, and Local A. Seed that has become wet, moldy and otherwise damaged in transit or storage authorities in supply, transportation, and installation of materials. will not be acceptable. 02. The contractor shall be responsible for the verification of all underground utility lines (telephone, as, p 9 y P 9 to B. All grass seed shall be fresh, re -cleaned grass seed of the latest crop, mixed in the following proportions by weight and meeting the accepted standards of water, electrical, cable, TV, etc.) and any aerial easements prior start of any planting work. pure live seed content, purity and germination. C. Grass seed shall have the following minimum ratio: 05. All plant materials shall possess the following minimum qualities: Summer mix: Gynodon Dactylon (Hulled Common Bermuda Grass) A. Plants shall be nursery grown in accordance with good horticultural practices under climatic 55% pure live seed at 15 lbs. pure live seed per acre. conditions similar to those of the project for at least twelve months. Winter mix: B. All plants shall be heavy, symmetrical, tightly knit so trained or favored in development and Gynodon Dactylon (Un-Hulled Common Bermuda Grass) appearance as to be superior In form, number of branches, compactness, and symmetry. 85% pure live seed at "75 lbs. pure live seed per acre. C. Plants shall be sound, health and vigorous, well -branched, and dense) foliated when In leaf. The y g y y Annual rye prase or equal 8596 pure live seed at 15 lbs. pure live seed per acre. Shall be free of disease, insect pests, eggs, or larvae. D. Grass pure live seed shall be clo% with weed seed not to exceed D. All plants shall be true of species and variety and shall conform to measurements (caliper size, 10% of the total pure live seed and other materials in the mixture. trunk heights) as specified on the drawings. Johnson, nutgross, and other noxious weed seed shall not be allowed. E. Container grown stock when specified shall have grown in the container in which delivered for at 02. Slurry mix. component per acre shall be wood cellulose fiber mulch = 2,000 least six months, but not over two years. Samples must prove no rootbound conditions exist. pounds + grass seed as specified + fertilizer (13-I3-13) 800 pounds. F. Caliper measurements shall be taken at a point on the trunk six inches (6") above natural ground 05. Hydromulch seeding on prepared finish grades: line for trees up to four inches (4") in caliper. A. Bed Preparation: immediately after the finish grade has been approved, begin hydroseeding operation to reduce excessive weed growth and erosion. 04. Plantingmix shall be thoroughly mixed in the following proportions: g y g p p Prepared backfill for ornamental trees shot] be: 5 loam topsoil + 2 B. Apply seed, fertilizer and mulch by spraying them on the previously prepared in the form of on aqueous mixture and by using the methods and soil as shade and part clay part seedbeds corn post + I part Sharp 5and + 4 Lbs. Commercial Fertilizer per GY or 10 Lbs. organic fertilizer. equipment described herein. C. Particular care shall be excersized by the Contractor to insure that the Pre ored soil as backfill for shrubs and groundcovers shall be: I part enriched mulch + I part compost application is made uniformly and at the prescribed rate and to guard against bar mulch + I part enriched topsoil + I part No. I Bank Sand + 3 Lbs. Time -released fertilizer, 14-14-14 per missed and overlapped areas. CY or 8 Lbs. organic fertilizer. 04. Maintenance: 05. Excavation work and surface drainage work shall conform to the following uirements: g g re q A. Maintenance,shall consist of weeding, fertilizing, insect control, watering, replanting, mowing, maintaining of existing grades and repair of any erosion i # plant beds and cant its filling with water twice in succession. Conditions A. Test drainage o p a p P � 9 damage. permitting the retention of water for more than 24 hours shall be brought to the attention of the B. Guarantee growth and coverage of hydromulch planting shall be a minimum, of Owner. ninetyy-five percent (cl&%) of the area planted will be covered with specified B. Work shot[ include the final responsibility for proper surface drainage of planted areas. Any plonting. Ater sixty days with no bare spots visible obstructions on the site, or prior work done another party, which precludes establishing proper p � p � p g p G. Waterin Coordinate with the Owner to properly operate Irrigation System to p y p g y drainage shoji be brought to the attention of the Owner in writing. assure a regular, deep watering program G. Landscape contractor shall install required landscape drains (NI75) at all landscape beds that may O5. inspection and Final Acceptance: have difficulty draining. All landscape drain inlets/drain lines shall be tied into drains provided by the Owner (verify locations on civil drawings). Final acceptance of fawn establishment shall mean that the hydromuiched areas are ninety-five percent (Q5%) uniform coverage of grass in excess of one inch in height. 06. Landscape maintenance work by. the Contractor after finest acceptance shall be: No bare spots will be accepted. A. The maintenance period shall commence upon inspection and approval at Substantial Completion,and - shall be for a period of Sixty (60) days. B. The landscape contractor shall coordinate the watering program for the landscape with the Owner. G. Maintenance of new planting shall consist of watering, cultivating, weeding, mulching, restking, tightening and repair of guys, resetting plants to proper grades or upright position, and furnishing and applying pesticides, sprays, and invigoronts as are necessary to keep plantings free of insects and disease and in a thriving condition. Warranty periods, plant guarantee, and replacement; A. Planting supplies shall be warranted to remain alive and healthy for a period of twelve (12) months after the date of 5ubstantial Completion. Plants in on impaired, dead, or dying condition after initial acceptance or within twelve (12) months shall be removed and replaced Immediately. REV6EWED FOR COMPUANCE DEC 0 2 1999 L CCLLE E " DE�1LoPi OSBORN & VANE ARCHITECTS .0 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects W/A 'Wc'��y OF... f" t� �.1 1111! LANDSCAPE ARCHITECTS ARCHITECTS WONG & ASSOCIATES, INC. i T wi� + • . � 6300 HiUcroft, Suite. 616 Houston, Texas 77081-3005O 1t� +� Q,.. ��'� Tel. (713)777-9198#�sC,«DTI=R OW Fax (713) 777 4404�X''X� r.► ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE @ HWY. 6 SOUTH COLLEGE STATION, TX Project No. 98167 Drawn I SP Checked EJW LANDSCAPE DETAILS & NOTES Sheet No. L2 IRRIGATION LEGENDI A A A -1&5, PVG, 1120, Sch. 40 and shall Symbol Description of Proposed Irrigation EGplpment wN no Pressure, line shall be ASTM I .... .............. 1i A .......... be sized at 2 1/2" unless noted othoi-Nisp, noted on plan. ........... -k5 at all areas where ....... ..... . .. .. ..... ................ ............................. ........ .... .... .................. . ............... . . ............ ...................... .. ........ ........ A irrigaton contractor shall install thrust blocks Hunter 1-20 Rotary Sprinkler or Toro 5-100 Rotary Sprinkler pressure line turns. IA ....... A 1-20 AE?V-05 Port circle 58'-O" radius 2.00 GPM Rolnibird PEPS Series_ Electric Remote Control Valves 5.20 GPM a 00 1-20 E3&V-01 Full circle 2cl'-O" radius A 2" Notor Meter installed as per Gity of Gollege, Station A 1A ..... C, 09 1-20 A01V-01 Fort circle, 211'-O" radius 1.1690 GPM code and reuirements by irrigation contractor. q r -10 Equal Rainbird 1504 Pop Up Sprinkler or ToVerify exact location on project site. = SToro 5-0" radius Rf3 1004 Full 560 degree with 12' 2.60 6PM 2" FEBCO 565Y I�Ioljblo 6ate C�ouble, Ghecl<, backFlovq prevention evceVerify location. Install inside planting bed. A E 0 R5 1004 Half 00 degree with 12'-G" radius 1.50 GPM F 0 R5 1a04 Quarter010 degree with 12'-O" radius 0.65 GPM On-, Rainbird ESP 40 MG �Noll mounted irrigation controller. C; E, >a `` \ Verify location and electrical hookup YV Generalrontroctor. RE3 004 Low ano le, end strip nozzle 4'XI5' 0.61 GPM A Glen Rlton Industries 'Mini rain sensor shall be, ,4 A E H 0 R5 004 Low angle --enter strip nozzle 4'X50' 1.21 GPMFM installed directly over irrigation controller. ZickIII\Rainbird 1512 Pop Up Sprinkler or Toro 5*70 Equal r inside 10" plastic, valve box. Gaveling Valve installed below grade IA RE3 012 Full 560 degree Mth 12'-O" radivs 2.60 GPM IIj A RE3 I a 12 Half ISO degree, with 12'-O" radius 1.50 GPM Gate Valves shall be sized to pressure line size. at A location noted. 2" WATER METER A RE3 1,512 Quarter qO degree with 12'-O" radius 0.65 GPM IIrrigation sleeves shall be provided by qonoral contractor. 2 FvS VERIFY LOCATION M A L RE3 012 Low angle end strip nozzle 4X5 0.6 1 (5PM CCordinate. all sleeve lor-otions v0th general cont ro,stor. M RE3 01 o�N angle, center strip nozzle 4'X50' 1.21 GPM A M r Verify locations at project site. Sleeves s al be 5c . 40 A L FVG 4" diameter unless noted as being 6" on the plan. A irrigation later M I controller lateral lines (non -pressure lines) D \ F zone sequence IIIsize Volve size, 1/21I A5TM D 2241, F\/C,, 1120 OR 1220, SDR 15.5, 515 PSI TRUCK ii 5/4" A5TM D 2241, 1120 OR 1220, 51;�R 21, 200 P51 C; A5TM D 2241, FVr-,, 1120 OR 1220, SOR 21, 200 PSI DOCK 1 1/4 A5TM 2241, P\IC-,, 1120 OR. 1220, 5I:�R 21, 200 F51 ti % IK I�� L M IM A T ............ M . .... ..... M L\S .... ........ .... . .......... -------- ............ . .. j SLEEVE 2" 21 M E K E E E . ......... V/ SLEEVE E Ait C; 2 it D O py II E — — — — — — — — ---- — — — — — — — --- < E tFA E M M M M M-----1 M M M M 7g 1 I 11 A Ill M < ;K <1 K F IF M < > M ilIESL 6' SL VE K (o E E II IE IJ" K ,, E� ., il oSLEVEF I • ay EIM F ILF E M I L r i6" SLEEVE E M •M el, F M I- .F Er. r.K L mj F E ro SLEEVE F 'F L "M E F it------------ ------ F ro" SLEEVE 4 IRRIGATION C;ONTROLLE E E r-�� . . ........ VERIFY LOr-ATIONE E IE M E < iicm /E iF M IF F ... ... ......... Im D E E --- - - ------ IIE E l............. . ............ . .. . . ............... ;E E E �E !E 5 Et E� ID ......... E E Et E i !E iti�E E. . ..... .. E!A — — — — — — — — — — — — — — — — — — — F E E I�4 ............ E­i A' - - -------- - L ..... ..... IE > < IIIIitm 14 itE Date issued/revised 5.26.99 REVIEW, PERMIT, & PRICING D 7.1.99 REVISION NO. I 8.18.99 REVISION NO. 2 D 11.01.99 REVISION NO. 5 A /5\\ REVIEWED FOR COMPLIANCE 0 E CU 0 2 1999 COLLEGE STAf_ r F iv F .. ........ Ij F < I ................. F F T �- ---- -- -10RN & VANE A"CHURTS K E E it tE 41— 1:2 I ro" SLEEVE ro" SLEEVE t6," SLEEVE 2000 Bering Drive, Suite 410 II i m 1 1/2 it1�4 Houston, Texas 77057 itr 6 SLEEVE 14k E ------ ---- 713 761 5262 ......... . ..... ......... G I -I u 381........... . . K EXIST. -chitects Aiii M E ", Members American Instite of Ai F .......... IF -------- --- - - itM E I ...... BANK F M E j . ........... . ............. . . . ...... E:4 0 M .......... ..... --------- 14: :, �,. I M iAL -------------- - -- - ----- ----- i............ —DTURE FUTURE PAD E D E� II0. E S ji�l I................ VAD • 3 I:------ - ------ M W/A fF WONG & ASSOCIATES, INC. iF N7 - — — --------- 1 I I !� E D itM PAD D 4000 S F 616 ar 6300 Hitleroft, Suite. -------------------- -- — - ------------------- - E M Hi Texas 77081-3005 fit E K DDDD SF MAX, E tTeL (713) 777-9198 M PE A jai Fax (713) 777-44041/2 \ . . .... .... .......... --------- M E K ---------- E E N E E 1/32 E E F E E E M M E E IE M M M :M M M: M M M M: M F .yk . ... ... :M E E: M E M — — — — — — — — — — — — — — — — — E E MVIIII I'll 111w [if w I— — — — — — — — — — — — •4.® E Ili 11 qEw "i II qEw M F M . ... .... - - - - - - - - - - E E E E M M �- ... .. ........... E M E E E E . ...... . . .. ...... E E E E FE E E M M E E E E E E E E E E E 0 E ... ....... E D D 0 E 15 .... ...... ............. ............... .... ....... .............. ......... . ............ .......... ............. �l 1/2') ... ........... ....... . .............. ... . ...... .. ........... . ........... ........... A'� L A N D E I R R I G' A T 1 N P L AAN SCALE: 1"`=30'-0I' IRRIGATION GENERAL. NOTES, 01. All materials and equipment shall conform to all applicable State of Texas, city, and county codes. The Irrigation contractor shall be responsible for securing all permits prior to actual work on site. 02. The Irrigation contractor shall verify all conditions and dimensions shown on the irrigation pion at the site prior to commencement with any work under this contract. T'ne intent of the irrigation system Is for 100% coverage of all landscape areas. t. Install all equipment and materials as shown on irrigation plans. Provide a reduced (half -sized) copy of the Irrigation Plan (indicating all Irrigation sections/zone locations) for use at controller box lanation. Said plan shall be laminated in protective plastic cover. +04. Prior to commencement of work, the Irrigation contractor shall contact the Owner to coordinate all rec vired inspections. 05. Plans as shown are diagrammatic only. All irrigation valves, mmain lines, quick couplers, irrigation heads, etc. are to be placed in planting areas when possible. Gate valves and remote control valves shall also be, placed in shrub areas whenever possible. The .system backfiow prevention devices shall always be Installed in shrub planting areas. . Extrerne care shall be exercised in excavating and working near existing utility easements. The Irrigation contractor shall be responsible for the verification of all utility locations (telephone, TV, eras, electrical, water, cable, etc.). T'ne irrigation contractor shall be responsible for all damages inflicted on any and all utility lines. 01. The irrigation contractor shall of ail times protect his work from damage and theft and replace all damaged or stolen parts at his expense until receipt of the certificate of Substantial completion from the Owner. 05. The irrigation contractor shall flush and adjust the system for optimum performance. This shall include regulating the pressure at each valve to obtain the optimum operating pressure for each system. 041. T"ne Irrigation contractor Shall not willfully Install the sprinkler system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or differences in area dimensions exist that might not have been considered in the design of the system. Such obstructions or differendes should be brought to the attention of the Landscape Architect immediately. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 10. The Irrigation contractor shall also comply to these additional special requirements to the irrigation system: A. All mainlines shall have a minimum of IS" of cover (SCH. 40 PVC, Pipe). B. All lateral and sub -main pipe to have a minimum of 12" of cover (Glass 200 PVC, pipe). G. No rocks, boulders, or other extraneous materials shall be used for backfilling of trenches. D. All pipes to be installed as per manufacturer's 5peciflcation5. P. All threaded joints to be coated with Tef Ion tape or Liquid Tef Ion. F. All lines to be thoroughly flushed before installation of any sprinkler heads. G. Sprinkler and related equipment shall be installed per manufacturer's specifications. H. No electrical connections shall be made in the field except at a valve control box or another valve box Specifically for connections. 1. All 24 volt wire shall be No. 12 UF/UL for common wire and No. 14 UF/UL for control wires. Direct burial shall be solid copper. ,J. The irrigation contractor shall be responsible for proper coverage of areas to be watered: le. adjust heads with insufficient coverage due to blockage by existing or proposed site features or sizing down sprinkler heads to avoid excessive overthrow. K. The irrigation contractor shall refer to the landscape planting plan to keep sprinkler equipment and occe55ory materials from interfering with proper planting: ie. verify raatball size for planting, configuration of shrub/groundcover beds, etc. L. The irrigation contractor shall provide expansion calls at each wire connection in valve box (wrap around 5/4" pipe 12 times). M. The irrigation contractor shall utilize appropriate automatic droln device where low head drainage may occur. N. All sprinkler heads shall be mounted on swing joints unless otherwise noted. 0. The Irrigation contractor shall install a separate common for each controller. P. All 24 volt w1re5 shall be color coded: common shall be white and control Shall be red. 0. The irrigation contractor shall install manufacturer'5 recommended grounding equipment for power supply and valve output with (2) 5/5" copper clad ground rods. R. The irrigation contractor shall install manufacturer's recommendation on fault ground and lightning protection. S. The irrigation contractor shall furnish the Owner with the following: 2 wrenches for disassembling and adjusting each type of sprinkler head and valve, 2 keys for the automatic controller, and 2 quick coupler keys with matching hose swivels. T. The irrigation contractor shall add extension risers to pop up sprinklers when needed for proper coverage, coordinate wlth landscape contractor as to where risers for sprinkler heads are required. U. The irrigation contractor shall install sprinkler equipment 12" from all building foundations and In -stall sprinklers 4" from any curbs or walkways. 11. The entire irrigation system (labor and materials) shall be guaranteed and warranted for a period of one year. The worranty period shall commence upon final acceptance by the Owner of all landscape and irrigation works. MINIMUM 411 FROM SIDEWALK, C CURB OR EG BUILDING ST TYPICAL 411 POP UP ; I SPRINKLER RAINBIRD IW4 OR EQUAL 1/2" x CLOSE NIPPLE 1r21 30* ELL 5XT 1/211 FLEXIBLE PVC PiPE OR APPROVED SUBSTITUTE TRANSITION TEE (PIPE SIZE x lf2" SLiP) Four Inch Pop p Dawn Spray Not to Scale BOX AND COVER OVER DOUBLE GATE DOUBLE: CHECK VALVE FINISHED GRADE CHECK VALVE CAPS TEST COCKS TO ELECTRIC CT IC MASTER VALVE: � � DISTRIBUTION TO VALVES E GATE VALVES GATE VALVES MALE ENDS — FEBCO 550 Y DOUBLE CHECK DOUBLE DATE VALVE Do u"le mate 1Jo uDle Check Valve Not to 5cale rn U., it < FE5CC MODEL 165 PVB / PRESSURE VACUUM BREAKER. LINE SIZE GATE VALVE o _- COPPER 0 ELBOW ta Cy LU c Lu COPPER NIPPLES ttl ' i LENGTH AS COPPER NIPPLE z REQUIRED LENGTH AS REQUIRED 0 COPPER NIPPLE LENGTH AS REQUIRED uc°,i 0 GATE VALVE COPPER UNION w COPPER NIPPLE LENGTH AS REQUIRED COPPER NIPPLE OLENGTH AS REQUIRED f ill' 2 } `=>ss#� :+>��$r1 i.3 >�; z FINISH GRADE IL tu i- Q ri] : 6ADAPT INLET FROM MAIN .SOURCE AS -rLOA REQUIRED 0 MAIN ADAPT OUTLET TO IRRIGATION SOURCE MAIN AS REQi.HRED MAINLINE Backflow Preventer Not to Scale 4 ibt? rvsc YAL.0 e-i :ER LINE SIZE. =R NIPPLE OR PVC SCH. 40. =R 90° ELBOW OR PVC .BOW. -R NIPPLE OR PVC SCH. 40. :R UNION OR PVC UNION. =R NIPPLE (LENGTH AS RED) OR PVC 5CH. 40- °D GRADE r INLET AND OUTLET _QUIRED) ROM 5OURCE Pressure Vacuum Breaker No Scale (SHED GRADE AR DRIVEN ROTOR P-UP -IEDULE 50 PVC 'PLE RLEX STREET ELLS Rotary Sprinkler Installation L Not to Scale MINIMUM ANY HARD WHEN P SIDEWALK, CONCRETE 41- FROM EDGE S51BLE CURB OR EDGE OF BARK MULCH AREAS BUILDING STRUCTURE ..1z 11211 PYC MALE ADAPTER TYPICAL 12" POP UP SPRINKLER HEAD BY RAiNBIRD OR EQUAL — 1/2" FLEXIBLE PVC PIPE OR O<"— APPROVED 5UB5TiTUTE TRANSITION TEE (PIPE 514E x 1/2" $LIP) PVC LATERAL LINE Twelve Inch Pop Up Spray Head Not to Scale PLASTIC VAL, (CARSON 149 OR EQUAL PEA GRAVEL 2-2"x4"x2 REDWOOD (P. OPPOSITE EA PARAPET COPING RAIN SENSOR CONTROLLER 9" DIAMETER PLASTIC BOX AND COVER NOTE: TOP OF COVER 1/2" ABOVE FINISH GRADE IN TURF. QUiCK COUPLING VALVE PEA GRAVEL (2 CUBIC FEET) 311 BRASS RISER TYPICAL: 15RA55 ELLS 04 REBAR, 36" DEPTH m Quick CouplingValve Not to Scale EPDXY FILLED CONNECTORS CONTROL WIRES (MINIMUM 10 WRAP; ON 2" PVC, PiPE) LATERAL LINE REMOTE CONTROL VALVE MALE ADAPTER 45' ELL 90' ELL MAINLINE rH_� Remote Control Valve L4 Not to Scale NOTE: LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE. ELECTRICAL CONDUIT TO RAIN 5EN50R. WIRE AND CONNECTIONS BY IRRIGATION CONTRACTOR, ELECTRICAL CONDUIT SHALL BE BY OTHERS. MAIN BUILDING ROOF. REMOTE CONTROL VALVE. COMMON WIRE TO VALVES. CONTROL WIRE TO VALVES. NOTE: INSTALL RAIN SEN50R AS PER MANUFAGTURER'S 5PEGIFIGATION5 Rain Sensor Installation Detail L Not to Scale FINISHED GRADE LOCATE SPRINKLER A MINIMUM OF 411 AWAY FROM ANY SIDEWALKS, CONCRETE CURB OR ANY OTHER TYPE OF BUILDING EDGE. --- ° f . Q 4 t.. 4 ROTARY SPRINKLER ON SWING: ' JOINT RISER. 2 MARLEX 3/4" STREET ELLS --- --- - 0 3/4" X 12' SCHEDULE SO NiPPLE �- MARLEX 3/4" STREET ELL TRANSITION TEE PIPE SiZE LATERAL PiPE X 3/4" FIPT Rotary Sprinkler J on Swim Joint Riser L4 Not to Scale SOLVENT WELD CAP FINISHED GRADE PAVEMENT 24' IRRIGATION SLEEVE ` la" FOR NON -PRESSURE LiNE 2411 FOR MAIN LINE NOTE: ALL SLEEVES SHALL BE HIGH IMPACT, TYPE 2110, SCHEDULE 40 PVC Typical Irrigation Sleeves Installation Detail No scale cV j2„ RZARY RISER �P 'sREE ELL (TYPICAL) RAIN51RD NO. 63100 VALVE MAWER PVC MAIN1 :.� :< ` - V' ' 2" PVC CLASS 160 WiTH V LENGTH AS REQUIRED MANUAL BALL VALVE 90 DEGREE PVC 311 PVC SCH. 30 NIPPLE SCH. 40 ELL SUMP-3/43 CRUSHED PVC SCH. aO NIPPLE ROCK AS REQUIRED. FOR ADEQUATE DRAINAGE OF MAIN VALVE TO BE LOCATED AT LOW POINT IN MAIN. Manual Drain Valve Assembly Not to Scale AMETEK BOX DRIVEWAY OR PAVEMENT AREAS FINISHED GRADE 1'0" MINIMUM MAIN LINE LOOP r�';. ` SHUT OFF VALVE z i r`a 3" LAYER OF 3/4" CRUSHED ROCKS 2x4 REDWOOD BLOCKING PVC SLEEVE OR BRICK BLOCKING. MAIN LINE TO WATER SUPPLY AND BACKFLOW PREVENTION DEVICE NOTE PROVIDE SHUT-OFF VAL\/E BETWEEN MAiN LINE AND FAGH GONTROL VALVE. 544UT-OFF VALV= BETWEEN EAGH VALVE AND MAIN LINE 15 NOT SHOWN ON IRRIOATiON PLAN. IRRIGATION GONTRAGTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF 5HUT-OFF VALVES AS NOTED. Main Shut off Valve Assembly Not to Scale v WAIL MOUNTED - HEIGHT TO BE APPROXIMATELY 5'-011 ABOVE FINISHED FLOOR ELEVATION. — GROUND CASE WiTH NO. 10 WIRE CONTROL WIRE CONNECTIONS — COMMON WiRE CONNECTIONS — JUNCTION BOXES RISER, ELL AND 411 CONDUIT UNDER GARDEN SHOP FLOOR BY OTHERS - GROUNDING ROD (BY OTHERS). CONTROLLER SPECIFIED WITH KEYED LOCK OR PADLOCK. 120 VOLT POWER AND GROUND CONNECTION. CONDUIT RISER FINISHED FLOOR 4" CONDUIT UNDER GARDEN SHOP FLOOR. 90 DEGREE ELL TO BE BY OTHER5- - '"IJ NOTE: ALL WIRING TO OF DIRECT BURIAL WIRES TO BE INSTALLED AS PER REMOTE CONTROL VALVES. APPLICABLE CODES. ELECTRICAL POWER TO BE PROVIDED BY OTHERS. Automatic Ir°ri ation Controller Installation Detail L, Not to Scale POP-UP SPRINKLER TO BE INSTALLED 1" ABOVE FINISHED GRADE IN 5EEDED AREAS AND i' ABOVE FINISHED GRADE AT SODDED AREAS. NIPPLE TO BE INSTALLED WITH AN ANGLE OF 45" 725' FROM VERTICAL. i/ut-1L lJULL C/G/ t Y ti ELBOW -THREADED TYPE SERVICE TEE PVC PIPE LATERAL LINE ALL THREADED FITTINGS TO BE SEALED WITH TEFLON TAPE OR APPROVED EQUAL. Pop Up_ Sprinkler Installation L� Not to Scale FINISHED GRAD LAWN AREAS FINISHED GRAD SHRUB AREAS Not to Scale ROUND PLASTIC BOX AND COVER MARKED FOR EASY IDENTIFICATION AS iWIGATiON GATE VALVE. EXTENSION MAINLINE GATE VALVE PVC MALE ADAPTER PEA GRAVEL issued revised 5.26.99 REVIEW, PERMIT, & PRICING 1Date 7.1.99 REVISION N0. 1 8.18.99 REVISION NO. 2 11.01.99 REVISION NO. 5 REVIEWED FOR COMPLIANCE DEC 0 21999 COLLEGE a DEVELOP 0S O VANE ITECTS ." 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects , 4-, OFW/A T�c114� LANDSCAPE ARCfUTECTS r P WONG & ASSOCIATES, INC. rE3W'�FU of}G `' 6300l:iilloro;ft, Suite. 616 Houston,'I`exas 77081-3005 �+ ?7' - ✓°� Fax (713) 777-4404 �tVk A E A? ?`°� oC AI IE CROSSING S o TER ROCK PRAIRIE @ HWY. 6 SOUTH COLLEGE STATION, TX Project No. 98167 DraWri I SP Checked EJW . IRRIGATION DETAILS & NOTES CIVIL ENGINEER COBOURN, LINSEISEN, & RATCLIFF 13100 NORTHWEST FRWY. SUITE 500 HOUSTON, TEXAS 77040 713-462-0993 713-462-2732 (FAX) STRUCTURAL ENGINEER HIGHWAY 6 SOUTH AND ROCK PRAIRIE ROAD '� COLLEGE STATION, TEXAS HAYNES WHALEY ASSOCIATES INC. 2600 CITADEL PLAZA DRIVE CONCOURSE LEVEL HOUSTON, TEXAS 77008 868-1591 713 - 868-4146 (FAX) ELECT./ PLUMB. ENGINEER R. H. GEORGE ASSOCIATES 8700 JAMEEL, SUITE # 150 HOUSTON, TEXAS 77040 713 - 690.6300 713 - 690.9030 (FAX) SITE AND BUILDING DATA I INDEX TO DRAWINGS I VICINITY MAP I DEVELOPER KROGER 63,373 S.F. BUILDING CODE DATA: CIVIL ELECTRICAL RETAIL BLDG. "A" 23,457 S.F. Cl GRADING & DRAINAGE EP1 ELECTRICAL / PLUMBING SITE PLAN RETAIL BLDG "B" 11,400 S.F. STANDARD BUILDING CODE - 1994 EDITION FUTURE PAD "C" 15,255 S.F. BUILDING A & B- NEW CONSTRUCTION C2 WATER, SANITARY & PAVING El BLDG. A & B FLOOR PLANS - LIGHTING FUTURE PAD "D" 4,000 S.F. BLDG A (1 STORY) TOTAL FLOOR AREA: 23,457 S.F. C3 NOTES & DETAILS E2 SCHEDULES & DETAILS FUTURE PAD "E" 3,600 S.F. OCCUPANCY: M - MERCANTILE C4 STORMWATER POLLUTION ABATEMENT PLAN BUILDING TOTAL AREA 121,085 S.F. CONSTRUCHON TYPE: IV-N BASE ALLOWABLE AREA: 9000 S.F. WY 546,678 S.F. - 12.55 ACRES ST BYPASS SITE TOTAL AREA FIRE SUPPRESSION : 100% ARCHITECTURAL PLUMBING 22.15 % Pi BLDG A & B FLOOR PLANS - PLUMBING BUILDING / SITE RATIO MAX. ALLOWABLE = 27,000 S.F. AS1 SITE PLAN P6 ro PROJECT LOCATION CENTERAMERICA PARKING REQUIRED 605 CARS P2 SCHEDULES & DETAILS PROPERTY TRUST BLDC B (1 STORY) TOTAL FLOOR AREA: 11,400 S.F. AS1.1 SITE PLAN DETAILS A REIT AFFILIATE (5 CARS PER 1000 S.F.) OCCUPANCY: M - MERCANTILE Al BLDG. A & B FLOOR PLANS PARKING PROVIDED 599 CARS CONSTRUCTION TYPE: IV-N P.O. BOX 6564 (4.95 CARS PER 1000 S.F.) BASE ALLOWABLE AREA: 9000 S.F. A2 ELEVATIONS LANDSCAPE HOUSTON, TEXAS 77265 AREA MODIFICATIONS: NO FIRE SUPPRESSION A3 BLDG. A & B SOFFIT/ROOF PLANS VICINITY MAP (713) 660-4300 HANDICAPPED PARKING REQUIRED 12 CARS I = 4/3 [100 (F/P - 025)] A4 WALL SECTIONS & DETAILS Ll LANDSCAPE PLANTING PLAN (2% OF TOTAL SPACES) I = 4/3 [100 (500/500 - 0.25)] A5 PLAN DETAILS L2 LANDSCAPE DETAILS & NOTES L3 LANDSCAPE IRRIGATION PLAN KROGER 63,373 S.F. I = 99.9% L4 LANDSCAPE IRRIGATION DETAILS NOTES RETAIL BLDG "A" 23,457 S.F. 9000 S.F. X 1.99 = 17,910 S.F. RETAIL BLDG "B" 11,400 S.F. ARCHITECT BUILDING AREA 981,230 S.F. MAX, ALLOWABLE AREA = 17,910 S.F. STRUCTURAL Sl STRUCTURAL NOTES PARKING REQUIRED 491 CARS KROGER - NEW CONSTRUCTION. 1 ! ¢ S2 BLDG. A & B FOUNDATION PLANS NOT IN THIS CONTRACT. (5 CARS PER 1000 S.F.) 53 BLDG A & B ROOF FRAMING PLANS 1, B'RN & VANr'. ARCHIT.Lc J. PARKING PROVIDED 571 CARS S4 FOUNDATION DETAILS 2000 Bering Drive, Suite 410 S4.1 FOUNDATION DETAILS FUTURE PAD "C" 15,255 S.F. S5 ROOF FRAMING PLAN DETAILS Houston, Texas 77057 FUTURE PAD "D" 4,000 S.F. FUTURE PAD "E" 3,600 S.F. 55.1 ROOF FRAMING DETAILS 713 781 5262 S6 BLDG. A - PANEL ELEVATIONS 22�855 S.F. Fax 713 781 5347 BUILDING AREA S6.1 BLDG. A -PANEL ELEVATIONS PARKING REQUIRED 114 CARS S7 BLOC B -PANEL ELEVAT'IONS Members American Institute of Architects (5 CARS PER 1000 S.F.) FR0JEC,T NUI'�15EfR: PARKING REQUIRED 491 CARS FUTURE PARKING REQUIRED 114 CARS 2.6 MAY 'e'3 FOR REVIEW, PERMIT PRIDING 01 JULT' '13e REVI&ION No, I �6 'll P, (q No -4- TOTAL PARKING REQUIRED 605 CARS TOTAL PARKING PROVIDED 599 CARS cV J c.> Q0 N G) Q0 O O N I I y O n o_ O 4= O 2 _a n / O O I r� Ln O 1 00 0 6 �U l z w J J Z v co 0 a> rn a� O O I I 3 N O Q a O L Q C _a d O O I Ln O I co J) O J U CO LO N t77 O O N II O O_ N O i O_ C n O O I n LO O 1 00 rn O U O O r6 0) Qo m O O N II d' O Q Q / Ql O L Q n O O I r, Ln O 1 00 rn O ( �„ o i I,U z w 9 t DUMPSTER �J/ ENCLOSURE 7 -- UAIF VALV STA. 10+89-87 (0 C) \ / C) 17-,,00 I / /10'W. L. EASEMENT iil (D co 0 72"00 00 f\j 0 - CD -7c) C 0 FT� I / I0 IV FIRE HYDRANT BY OTHERS -Zo q / I ' / CONNECT TO PROP. 8" 8" PUBLIC WATER LINE WATER LINE EXIST. NATURAL! GROUND 308 7— ------- T— PROP TOP OF !-AV� I`VILNT PROP,. ROAD (13�, OTHERS)� 30611 54' LF.1 12" STEEL j j ! CASING !WITH 8" WiL. 304 --7 18" P.V.C. STORM SEWER 300.75 48" MIN. COVER �8" W.L. BY, OTHE RS 302 VERIFY DEPTH BEFORL N CONSTRUCT,10N PROP. 8 P.V.C. WATER LINE T,7I 300 o PR OP. V.H. LEAD 6" MIN. C LR. 2981 T 16 VA IN. CLR. - 6" P. V. C. SAN. SEWER W1 0 81$�P.V.C. SAN. SEWER 18 -900, PL 150 1 1 18' - 12" C CD 12" C-4900, CL 150 1 DR-18 CASING, CENTERED DRI-18 CASING, CENTERED UNDER WATERLINE 296, --UNDER-WATE-R, LINE- ±298.54 Ln 0 QL QL 294 0 CD _I \'z N PROJECT LOCATION LOCATION MAP N.T.S. K.M. PG. 534M & 535J BENCHMARK G.P.S. ELEV. 279.43' 4 j V! N! Al P S ET - S - A �7 T 4 71 N W�N J 1 9 1-i /1 3 '3 S - 7, \j 7r S C T! 0 C L TATE 6, E T.B.M. N 0. 1 (555/18): ELEV 309.64' 7 T A T.B.M. N 0. 2 (555/19): ELEV. 300.50' Y 77� 4 F- --4; x , 300 298 it ff 296 Cobourn Unse'sen Hatcliff Inc. Civil Engineens w Ayehiteds w Surveyors a Planners 13 100 floithivest Fvvy, Suitt 500, Houston, Texas 77040 Phone: (713) 462-0993 j Fax: (713) 462-2732 -qQ4 292'1 292 ROCK PRAIRIE CROSSING SHOPPING CEN-I-ER PROP® 8 WATER LINE _, SUBMITTED: DESIGNED BY: C.L.R. SCALE: 1"=20' H; 1"=2' V DRAWN BY: C. LUONG DATE: SURVEY BY: SHEET NO. 5 OF 9 SHEETS ' r 8 NO: CITY DWG NO: 288 Lf� JNO. 98-057-00 J U O CP 3 T3 (D O n. a a� 0 a c 0 n / O O i Ln O I 00 L 0 w U- ■ 6 L I U O 6) cD O O N it a� 3 co O a n. a� 0 L a 0 a_ O O I LO O 1 00 rn 0 w t 0 0) CQ 0 07 0) 0 O N I I rn 0 Q a) 0 a c 0 a_ 0 0 I L0 0 1 00 CD 0 0 z LLJ _J Ii (MOTES: I 1. LOCATE FIRE HYDRANTS AT PCs OF THE INTERSECTION CURB RADIUS. 3 FEET BEHIND CURB OR PROJECTED FUTURE CURB. 2. ON OPEN -DITCH ROADWAYS, SET THE FIRE HYDRANTS 'WHIN 3 FEET OF RIGHTS -OF -WAY LINES. 3. THE FIRE HYDRANT STEAMER NOZZLE SHALL FACE THE STREET. MAX o � -� r/I AND MIN Z_ STREET A j 'A' Y TYPE aox I O VALVE m RISER PIPE -^ry m W I 1 I J s 0 I W TEE i� I 6' VALVE 6" BRANCH 1f _ 17) o � ddI- -- -d •\. ' 6' OF BANK CONCRETE CEMENT SAND, CONCRETE BLOCKING OR PEA GRAVEL I I SEC -:ON I I I I IFIRE HYDRANT CLASS "C' d' i TEE o `JALVE Z! CONCRETE ! T 6' BRANCH 1� ' �A d d d _ a , �jCONCRETE BLOCKING I I PLAN I I � L4_ A - TAND/--\RD R� �'Yit-WJT DATA;_ (NOT TO SCALE) FINISH GRADE --NEW WATERLINE _ HALF SEI,TIOni IDE? 'A U RA.L '^ '�; T G R C U �i ._; !� L �r Ti Y < I_ NIDE R PAVEMENT NEW SANITARY SEWER SOD PER NATURAL GROUND CITY STANDARD / SPECIFICATIONS PAVEMENT 6" MIN. 71 " _�_, �' / / �� ", ' �i ; ���/f - 1 LESS THAN o PIR/M 2' M \ O ¢ I c- _ SUBGRADE / I 2 m �� F- 12' MIN 18' w 12" C-900, CL 150 DR-18 CASING, ,w �v (SEE NOTE 1> CENTERED UNDER NEW WATERLINE CvDID AROUND PIPE o ALL SECTIONS OF WASTEWATER LINE WITHIN TWO FEET HORIZONTALLY OF A WATERLINE 'l!{�\\ r a_ �- w o SHALL BE ENCASED IN AN 18 FOOT (OR LONGER) SECTION OF C-900 CL 150 DR-18 - j - SPRING uNE� PIPE. THE CASING PIPE SHALL BE CENTERED ON THE V'/ATER LINE. THE SPACE AROUND THE CARRIER PIPE SHALT_ BE SUPPORTED AT 5 FOOT (OR LESS) INTERVALS 12 i JOINT �- G 12" 0. a WITH SPACERS. EACH END OF THE CASING SHALL BE SEALED WITH WATER TIGHT NON -SHRINK CEMENT GROUT OR A MANUFACTURED WATER TIGHT SEAL_. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES BETWEEN THE ENCASEMENT PIPE AND j ASLREQURANN IED BY CITY � THE WATER. LINE SHALL BE PROVIDED. STANDARD SPECIFICATION G1n / ZEMBEDMENT MATERIAL NEW WATER LINE CROSSING OVER NEW SANITARY SEWER PER CITY STANDARD SPECIFICATIONS LENGTH OF THE AUGER 1 DRY BOTTOM PIT (NOT TO SCALE) FINISH GRADE DLEVATION NEW SANITARY SEWER NATURAL GROUND�FINISH GRADE NOTE �; - i 1. SELECT BACKFILL FOR RIGID PAVEMENT; FLEXIBLE BASE MATERIAL FOR ASPHALT / j ;� � ,-v��j=• ����(/���r�� PAVEMENT. NEW WATERLINE 2' MIN. LESS THAN 9' i -J�_� � I ` � I BACKFILL PER �� - ��- CITY STANDARD SPECIFICATIONS 17 18' ti 12 C-900, CL 150 DR-18 CASING, i CENTERED UNDER NEW SANITARY SEWER ,/ - AUGER HOLE i ALL SECTIONS OF WATERLINE WITHIN NINE FEET HORIZONTALLY OF A WASTEWATER LINE SHALL BE ENCASED IN AN 18 FOOT (OR LONGER) SECTION OF C-900 CL 150 DR-18 - - Ll`� i . _1. SPRING LINE PIPE. THE CASING PIPE SHALL BE CENTERED ON THE WASTEWATER LINE. THE SPACE 1 #-�' MIN - AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT (OR LESS) INTERVALS - *--I- EMBEDMENT PER � CITY STANDARD WITH SPACERS. EACH END OF THE CASING SHALL BE SEALED WITH WATER TIGHT SPECIFICATIONS NON -SHRINK CEMENT GROUT OR A MANUFACTURED WATER TIGHT SEAT.. AN ABSOLUTE n., \ �' � MINIMUM SEPARATION DISTANCE O; TWO FEET BETWEEN THE ENCASEMEN1 PIPE AND �� ''��� � 'j THE WASTEWATER LINE SHALL BE PROVIDED. BOTTOM OF AUGER PIT _ �, �` /� �� It F �_�D D I , �� �,I'�I � _;,,�_, ry r I'_L_ AUGER PIT WIDTHr- A N J F_ NEW WATER LINE CROSSING UNDER NEW SANITARY SEWER �` CN (,i (NOT TO SCALE (NOT TO SCALE) GENERAL CONSTRUCTION NOTES: WATER CONSTRUCTION NOTES 1. All existing underground utilities are not guaranteed to be 1. This project shall be built by means of open cut except road bores or as noted completed or definite, but were obtained from the best information otherwise on the drawings. Contractor to determine the locations of bore pits available. Contractor has sole responsibility for field in field subject to the City Engineer's approval_ No open cut of streets will be allowed. verification of all existing facilities shown on drawings. Contractor shall coordinate all conflicts with the appropriate 2. Water mains shall be constructed in accordance with City of College Station, Department of Public Works and Engineering Standard Specifications with latest governing agency. addenda and amendments thereto. .2, The location of General Telephone Company, Lone Star Gas, and City of College Station utilities are shown in 3. All utilities presented on these drawings are shown at the approximate approximate way only. The contractor shall request the exact locations based on the best available information. The Contractor shall location of these facilities by calling the utility companies at least field determine the exact locations prior to commencing construction. 48 hours before commencing work. The contractor is fully He shall be fully responsible for any and all damages caused by his responsible for any and all damages which occur due to his failure failure to exactly locate and maintain these underground utilities. to request the location and preservation of these underground 4. Contractor shall provide adequate concrete thrust blocking to withstand test facilities. pressure as specified in City of College Station, Department of Public Works & Engineering Specifications. 3. Texas Law Article 1436c, prohibits all activities in which persons or equipment may come within 6 feet of energized overhead power 5. Prior to water main adjustments, the installation of water meters and leads, lines, and federal regulation, Title 29, Part 1910.190(1) and Part or unmetered sprinkler line, the Contractor shall contact Water Taps and Meters 1926.440(a)(15) require a minimum clearance of 10 feet from these for details of permits and bonds. facilities. The above laws carry both criminal and civil liabilities, with contractors and owners being legally responsible 6. Prior to water main construction, the Contractor shall contact Water Engineering for the safety of workers under these laws. If you or your company and comply with all requirements necessary for the issuance of a must work near overhead power lines, call (409) 764-3681 for the Work Order for the water main construction. lines to be de -energized and/or moved at your expense. 4. Contractor shall comply with OSHA Regulations and State of Texas GENERAL NOTES Law concerning trenching and shoring. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 5. Contractor shall provide a trench safety systern to meet, as a THE EXACT LOCATION OF ALL EXISTING UTILITIES (UNDERGROUND & rninirnum, the requirements of OSHA Safety and Health Regulation, AERIAL) PRIOR TO CONSTRUCTION. Part 1926, Subpart P as published in the Federal Register, Volume 54, No. 209, dated October 31, 1989. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. 6. No work shall be done on roadway between hours of 7:00 am to 8:30 am and 4:00 pm to 6:00 pm (Monday through Friday) unless the 3. THE CONTRACTOR SHALL NOTIFY 48 HOURS IN ADVANCE OF contractor provides all-weather detours around the construction BEGINNING CONSTRUCTION THE FOLLOWING DEPARTMENTS: site, provides public notification, and uses uniformed police to CITY OF COLLEGE STATION ELECTRICAL DIVISION: 409-764-3681 control site traffic. GENERAL TELEPHONE COMPANY: 409-779-4102 WATER & SEWER DIVISION: 409-764-3655 7. Contractor shall provide and install 'traffic control devices in LONE STAR GAS COMPANY LOCAL: 409-775-8416 conformance with Part Y! of the Texas manual on Uniform Traffic LONE STAR GAS COMPANY LINE LOCATION: 1-800-692-4344 4 Control Devices (Texas MU1 CD most recent edition as revised) during construction. 8. Contractor shall maintain at least one lane of traffic in each direction during working hours or provide detours around construction site, provides public notification, and uses uniformed police to control traffic. PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THEENGINEER. 9. Contractor shall cover open excavations with anchored steel plates TO THE BEST OF THE ENGINEERS KNOWLEDGE during nonworking hours. THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NOT 10. Adequate drainage shall be maintained at all times during REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS construction and any drainage ditch or structure disturbed during ADEQUATE TIME TO RESOLVE ANY CONFLICTS OR SURPRISES construction shall be restored to the satisfaction of the owning THAT MAY BE ENCOUNTERED IT IS REQUESTED THAT THE authority. All construction storm runoff shall comply with the CONTRACTOR DIG TEST TRENCHES AT THE STREET National Pollutant Discharge Elimination System (NPDES) requirements. RIGHT-OF-WAYS VERY EARLY IN THE PROJECT AND CONFIRM 11. Off duty uniformed police officer(s) are required to direct traffic THAT ALL GRAVITY UTILITY LINES AS DESIGNED WILL WORK. where traffic lanes are blocked. -ANY CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. 12. Existing pavements, curbs, sidewalks, and driveways damaged or IT IS !IMPORTANT THAT THIS TEST TRENCH BE PERFORMED removed during construction shall be replaced to City of College WELL BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES Station standards. CONSTRUCTING THE UTILITY SO THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE CONFLICT. FAILURE 13. Condition of the road and/or right-of-way, upon completion of job, TO PERFORM THIS TEST TRENCH AS REQUESTED WILL RESULT shall be as good as or better than the condition prior to starting IN LOSS OF CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS work. FOR LOST TIME ON THE PROJECT. LIKEWISE SHOULD THE CONTRACTOR START LAYING THE U TII_ITY FROM THE HIGH END AND SUBSEQUENTLY DISCOVER A CONFLICT AT THE STREET AND HAS NOT PERFORMED THE REQUESTED TEST TRENCH WATER NOTES THEN IN THAT EVENT ALL EXTRA COSTS TO RESOLVE THE CONFLICT SHALL BE BORNE BY THE CONTRACTOR. 1. MATERIAL, CONSTRUCTION, AND TESTING OF WATER AND SANITARY FACILITIES TO CONFORM TO CITY OF COLLEGE STATION SPECIFICATIONS AND REQUIREMENTS. PRIOR TO CONSTRUCTION OF WATER LINES AND METERS IN PUBLIC RIGHTS OF WAY, CONTRACTOR TO CONTACT THE CITY OF COLLEGE STATION. WATER LINE AND METER CONSTRUCTION IN PUBLIC RIGHTS OF 'NAY TO BE PER CITY OF COLLEGE STATION SPECIFICATIONS AND REQUIREMENTS, AS CURRENTLY AMENDED. 2. PUBLIC WATER AND FIRE LINE TO BE P.V.C. PRESSURE PIPE, DR-18, CLASS 200, WITH EL.ASTOMERIC RING GASKETS PER A.W.W.A. C-900. INSTALL PER CITY OF COLLEGE STATION PLUMBING CODE. COORDINATE WITH FIRE DEPT. BEFORE INSTALLING FDC ON THE BUILDING TO ASSURE IT IS ACCESSIBLE. 3. ALL FITTINGS FOR P.V.C. WATER LINE TO BE GRAY OR DUCTILE IRON PER A.W.W.A. C 1 10-87. PROVIDE THRUST BLOCKING AROUND WATER LINE FITTINGS WITH 1,500 PSI CONCRETE PER CITY DRAWINGS SHOWING BLOCKING. 4. ON -SITE WATER SERVICE LINES TO BE SCHEDULE 40 P.V.C. PIPE PER A.S.T.M. 1785.,E ys INSTALL PER CITY OF COLLEGE STATION PLUMBING CODE.14 4 WATER -FIRE LINES AND ALL OTHER WATER LIMES TO BE STERILIZED AND PRESSURErl`t `. TESTED PER CITY OF COLLEGE STATION REQUIREMENTS. X RAMMR M tg 6. UNLESS OTHERWISE SHOWN, WATER LINES TO HAVE 48" (MINIMUM) COVER BELOW TOP OF PAVEMENT OR 'FINISHED GROUND ELEVATIONS. 9 ,.V, 7. SEPARATION DISTANCES FOR ALL SANITARY SEWER AND WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION (TNRCC) RULES AND REGULATIONS FOR DESIGN CRITERIA FOR SEWERAGE SYSTEMS SECTION 317.2, LATEST PRINTING AND TNRCC CHAPTER 290.44(e) OF THE RULES AND REGULATIONS FOR PUBLIC WATER SUPPLY SYSTEM, (LATEST PRINTING. CL R. 8. GATE VALVES TO CONFORM TO A.W.W.A. C500--86 FOR DOUBLE -DISC PARALLEL SEAT GATE VALVES PER CITY OF COLLEGE STATION. C0bOurn LinseisenC Ratcliff, Inc. 9. A. PROVIDE ALL STEEL PIPE INTENDED FOR USE AS CARRIER PIPE IN A DISTRIBUTION Civil Engineers . Architects . Surveyors a Planners SYSTEM, SIZES 4 INCHES THROUGH 24 lNC;HES, CONFORMING WITH AWWA C202. 13100Northwest Ftq,Suite 500,Houston, Texas 77040 B. MINIMUM WALL THICKNESS FOR CARRIER PIPE MUST MEET THE `FOLLOWING CRITERIA: Phone: (7t3) 4b2-oe93 •Fax; (713) 462-2732 NOMINAL SIZE (IN) OUTSIDE DIA. (IN) MIN. WALL THICKNESS POUNDS PER LINEAR (IN) FT. UNCOATED 4 4.50 0.250 11.35 18.97 6 6.625 0.322 ROCK PRAIRIE CROSSING 8 9.625 0.322 28.55 10 10.750 0.365 40.48 12 12.750 0.375 59.56 SHOPPING CENTER 16 16.00 0.375 62.58 20 20.00 0.375 78.60 NOTES AND DETAILS 24 24.00 0.375 94.62 C. FURNISH PIPE WITH BEVELED ENDS FOR FIELD BUTT WELDING. D. COAT BOTH INTERIOR AND EXTERIOR SURFACES OF THE PIPE WITH COAL TAR ENAMEL. SUBMITTED: DESIGNED BY: C.L_R. WRAP THE EXTERIOR WITH AN ASBESTOS FELT Vr?AP. FINISH WITH A FINAL WRAP OF KRAFT PAPER CONFORMING WITH AWWA C203, SECTION 12.1.2. COAT THE EXTERIOR SCALE: i"=2o' H; 1"=2' v DRAWN BY: C. LUONG WITH ONE COAT OF HEAVY -BODIED, COLD APPLIED, COAL TAR PRIOR TO INSTALLATION. DATE: SHEET N0. 9 OF 9 SHEETS SURVEY BY: F B NO: CITY DWG NO: CLR JOB NO. 98-057-00 I 1� I ____ -.1-.1-- I X/ " �, I �j \, N IL� � Existing Dirt Road (qppro.?;mote) Existing Dirt Road (approximate) F , 7 I1 . . . I " ,� "I / /, � \ \1 11 1" ,-.. -- J�L"' r ----- --- -- ------ - - ------- - ---- - ------ ---- ----- -- \ 1, I / ,� . Exist. I I _____ I " / / \1 I I 31 P, 28 I I // _�&, , / 11 / , - / SIM FL.29J. 9 ____ \ - . i T.R.296-62 : ( T.R.298 let I -_ - \ - " 11��/" (t Exist. Two 24' RCP'S I FL.297. 10 ' . ( ___ ___<,� ��\�"_��" ),�', \ ' \ �, - I et�* Exist. Inlet ,_ _� \ �\ ,\�", I I \ I \ , \ - rR.29Z20 I '�, , I �, \1 t�,\ / � I � � 11 FL.292-84 I x ��,\ I I \ lx\ �, 1, (d I Gas Line 1\ �� / / I Exist. Fire Hydrant V< \\ \ i `�,�:�\� _,��, , �, , 7 ­111.0 I Sign WY 6 \1 \ < , 0 z /_ , � ++ 4 , �o- (P�,- -E14 5 T �i H KPA S 5 1 �4 ,Q� , . �gi L - - - - - - __ ___+ J04.5 + J05. 9 \ \ \ , \ \\ � \v/ / - � M . 8 W.L. BY OTHERS \ \ \1' \1 , �,/ I IN 20' P.U.E. \ I \\ ___� \ ,�,\ - \ < ; FIRE Hy, ___� \ IX \ 0� \� I I ____ \ ,;!, -,%,, "" - BY IFA N-T------ ----_ I "\\\\ PROJECT LOCATION \ \ 0, i i OTHER� � \ '> \1 - I . ---____ --, VACANT \ \ 10, ) 6� 1 . I , - - \ -5��\ A 7 I 0 - ____ I \ A\ Y "I N _1h. 1j V, ------ .,--- �_rlln�_, TC.298.70 TC.300.01 - -_ Now or Formerly \ 1� - I I TC-30 .96 - � __-�-S_")E��IA_Lk G.298.20 G.299�51 G.30O. �T_� , 13Y - ___ ____1 FIRST AMERICAN BANK \ \ \ I . EXIST. 13AOF CUR$CK -3i . F, 0 riNq S. VOLUME 1038, PACE 170 \ \ � a , . �_� 7 q PROP. CONIC. DRIVIDWAY. `_� \ \ /' / � I I i-- -uw- Exist. 4' Lone Star 0�-' SIDEWALK TO RAIMP TO I-ONoMf \ \ n Gas P.V.C. Une ' DRIVEWAY PER SHT. C-3. "C,J \ \ / 0 rr? , .48 1�1 \ / _ I I TC.298.70 j1_ . PROP. ASpjj It G.J01 __� \ / VICINITY MAP TC.300.01 TC-30() q C1JR8 A OR/ I ,., \ \ ---. � G�298_20 C.29.9.51 ZA G.J0 6 No (30 r - pvhfr. W, 17H / � �� ". I- . 11 - .46 rER3 13y 01.HERS VE \ REVISIONS: �22 0,0 . ���. I _� - - / `1� - fl: , * r1z QVII r, .1 - \ \ 7-07-99: DELETED ALTERNATE A-1 AND ADDED KNOCK -OFF CURBS AT r< r< C4 %h 298.9 31 --., / 11 1 4 �� 4 :� \ \ '13(5 ,Q� tNs. I li FG � � 1 6' 2')EWALj< 0), ""3 "Q. JO / � 1% \ \ \ \ PADS C, D, AND E. REVISED PVMT. LAYOUT, GRADES, STM. LINES, AND INLETS I . + . .. ,I 987 ' FC.298.7' �U.-3(ju.0 'I ,3vv.ov / U1.10 - .2. � 11-1 'Nkk,X zh AT VARIOUS LOCATIONS. REVISED 30' ACCESS EASEMENT AND STORMWATER ... / 20' P.U.E. I / FL,,2 7. � �-Iilil:j. -.,)Ul IQ a '1� 27.58 ACRES \ \ DETENTION SUMNiARY. REVISED NOTES. .. . I / 11 11 - - I! � .111� . it I 1-1,_ I-,"- \ \ I . - 8­31-99: REVISED KROGER BUILDING FOOTPRINT AS PER ARCH. . -.--..,.. - 11 " � I ,� \ \ \ j FL.?94.5 I I %J1 I ,---,,,, , --,� -2 A. 1 P.298.1jV , xzal_ I ��, 1� , "I "', " \ 0) / + I L�,_� . W -_ IR * / TP 300 30 . _N��90 _4.\' 1--­­ , I �Sll �j %�UnD , TP.300.50 ,Zl 0 1 . �<, 1-1 \ \ 1 &9W, ", ____ , \ ,4). _-^`_,N_,,r 4V� %\ I - . 9 1t3 99 REVISED PER CITY COMMENTS. � . � . . . _"`4� - A? L101DCa ; I - 4�1 �� '__-, 11r,", " ,� � ,�y� ,,� � . V, U, I I __A^ 'IN > I , "/;-, I 111�lkiktitk \ \ L Q R.D.Q. . 1� _� . / .. Lt 11 N_ 2 4 I-, SCAI E: 1 "= IV 1�_, \ i --a. # 1. I - 1 14 jV I / . .1 * 0 � I 1-10 . , 7c�,�-,�s, -, -, -, \ \ \ I ,O) 11 I -1 It `%49 -sr al'-;', -� ­', I \ I � . . 1W.11 "44f \ i RESTMCTOR. GROUT -----. � �Iy,q� "J" - ­_ , I �, � , ; 110" �11� - \ -_ PROP. 3'--6' PVC � I C,4 , ,� FI) / .. , 1�y �1� __ . ,0 �%,, ,.)�, " , "I,."" '��, 60' R.O.W N_ � -,-, � -11,q I . ----_ � I)- . , AT FL OF 24" - � - 1; I , 2 1 , C"14 b, �(* - / A� * ! I .,y \ 4b , . 11-1� -f7/- - /, %1.1-11k -- �1� 1, ------ i , . r- f� iil- V �� I C? "I / - I n 0 zz�`, '­', -� I " \ , �.l 1 I .. , *4 ro I -) (:) , \ . _Q. , a P, ---,, -,,,,, \ \ 1' I N I _N 4 % - � , N �Q. . , I ) Ir " \ I 1, I ­�.,,�� _,_�'., - 1, CK cd ,4- tv ,)k, I / �0 '-' `A� 0631--�,��,-,_ ,�Z� �90 \ z G d, , . I' LL. t . �p / ­­ . 1, ,q . le�11� _111�_- , �_Nl �� IAI � 0, 6?k 0 , 11 I � k" 11 ,q (S' _11% f . 1,> C, 11 I N , ) � 4 111.,Z:��_ 1 1 -_ � \ '11,19 1 � _���, � I N R�V � , 101 1 ,, 00 I--, --, # V et , D "it, O.; PC \ . �q I ,iy,t 98 LF 24" � 0 � I . I V *1_101 . V .. �/�, �, - i . . � , 11-1 �.,�o----- I t" : ,j ,,, R.C.P. W, 0.25Y. N4,_ � + 302.8 , \� \ k� I / & - / ,�,),, Q - GA �J, - �W TP. i 4��Ovf Ir 1% tI,,_ . - I 12- M296.45 � 0 ekt�, '-,+,J06.4 �,,� #Q vo.ju / I 0.1� / ro joC5.6 -, - , 1�0 1 40 1 " . IN, .,% I , '�,� ", + 0 /TP. 96. >1 I ;?" N N - - - I'll i�'. < 11 I 1_�. �\ - R . 11;� t? � �`-�s I . rr.296.67 q I 1?0 - , -,_.�:-/�� 0, Son. M.H. % (� 01 --- t- I I _V * 10.;f.0 4 /".,� �14),' P -1 __1 t1: Q; Bor III ABANDON EXIST. �) �, 10 Ill -9c, r.R.2, � I Mr 1 8" SAN. SEWER. 1� X , ," _�� �,.� �_ 0 ­ 1 96-36 1 9 , 11 400, i " r-6, . :zzz:zzz:�� 111,.,� 81N. FL.286.50 __4 �- N C6 T .29610+ i I - VERIFY THAT PAN. LINE CLEARS 11� /.,:,N 1P .,p . , , "I I �0 1�?/ 11�N I :,�� ,_,��, '_""� N U, A.) oe 1'. A'A �11*,-U� ", " /�,,;v - �: .29 . � J00. I I . _V/ -"/- 1� - . 1A / .. I P4 & 0. r. �� '41_1 81E. FL. 286.45 1 BLDG. DRILL "HAFTS FILL WITH A /I -- 114 (96, 1 ,4 , "', - ­ �, , - - 0, I - fQ� �j - I /I ; %t� /-o,- , . •I - '1__1 ., - -�, --r "o �%, --, --", 8111. FL.286 � V I , , : - " " " " 4" , 6 ,.-- 4 ? _�1_11 1� .> �, , , "I �F, , -WA) '0 - C"? "I .J2 i CEMENT GROUT, AND PLUG ENDS. &YO 2­91_ " , , - - - -9 __ I w­f- I - ---::::7 I I , , , - " ,zu WC, . __� ­1 - , " �", ', I - � 6" IQ kx 4 �Iy 1_�, tl?o/.? , - - . + "* X1 V �___ - - - -2. • V - -61, _ 0, .� .,'�e 4�_ -:j , "_� �_, 70. ,S, ,_4 d' � 6 �>') .5 :Z ___, *1�10 /_ , /, . �_ , //- ­ _,� 1, 2 9 -_ J-/- 12 I ,,,, ,�b ,., ,/ X: 11%_ �__, _"�, I I 11 I. � =_ __/_-NN�0(a A I /0 -*<,I ., I I/?/, �1. *%14',- 1 %: ,V, ­ ,r YAI(, PROP. CONIC. DRIVPWAY. .0 ---- .A, , NO I ,_1k14' - _/ y ­_�� ,4k", -----, ---" ,yy,f -.5, -- 4), .29 . i � TP.296.67 __ ___ - - ,��___ _ ­ r I � , 'N, _', , - .296.50 -------- / � , , ,�� 0 V_ - - _.__ 17S - -1 --,, - ), � 0 / '%.�o y t;0 VN'C � - /V PROP. SIDEWALK ACCESSIBLE 2�6.115 ­41%­ Ir 0 . - - '-1., , ,O - ;"o �? ---------+-- I ____ 0- __ ____2�___ �,__­�,, - r , / - , �, ____ "'Al -111,w 11) - . I -r. All /0 , � / ,�q*. .,_�� -5;" -e6 . Exist. Fire �= a Jo,?. .P , � . I . /C �� 1�_� . , RAMPS TO DRIVEWAY. 4 . 9 11� / ,rk ff-11 I , � I EX I _j __2��, IV " �_, r -,�O, � '9� - . 3� , � I , -K -- 4 1,_, ,�., ,, ----- j * I Ko �� ,;. 'Y­�'y / 0,�� 04 , I 10 C14 ,9 ,� I � lu _--_ �5rA N ' .,� 'j� ,,�, --y , _1, N N -----------------_ 0* q ^ I&J - ,(.�.?j . . ....... , , I ',;�. /�3 . .,e N /' - " " H , I , I ydrant- 1)�, / A, Exist. Son. Swr. And Esfnt- I I 11 ,* .7 1 Z99.5 7-0 6e Abondon0d Al , -1 C, e - I / 4,�j :il I 1.�o , L0 J11 I 2 � �,� & � � � f ,,�f ,� 11r,y � --- ---,. 11 ___ �p W "I ­� �� it 1-16 , _ ,�? . 4) . t �� 1� 5 A�� 0, - __ C4 t< � t" Vi �Uu. I V - 0 I ___1 1-t 1. / - A 2TO9'28' i % , I __ . )X-- -� Zo 6 ,,,, '_11 , . C14 6 + Cj C! CD t" , _. �&, , ry , �_ %. C*4 - . ,!IV -, 1 Z -1, -, _. / R= 560.00' ,,, PROP. SIDEWALK TO ( �� - L, 12 ,O ­­ - -\ \S - - �, '�., I -----__ "" j ,� ./ �, - /, ---/- CHORD= 262.96' - ­ .3 IS ;;J, + . , i�� ) / , . / ?Q .L: . -,e�,q�\,,,N,,,,S� � L / '1� �� 2 1 _,�) - �F . - / 7 ro�vo " ,,, --- / ----_ CHORD BEARING = N 18*37'44" W a U_ V <-I , - � 1��- 1, �, I � 11 -, ­ - . X b 00 I..JO W a" zz,_ ____ . I -1 ,� �� 11 5T I•I 111� ID I TO - I P � " ____ ____ _ W Ijl 111"I ____ I 6 - I ,e,g-o �*r I `­� 0 , / '4� , ., ___� , , I.P - r ,� -a, 0, , Iq _:,_+j-', �_ 947 1�1 - , . � ")_ - '_� � / MATCH EXISTING WALK. . co I le,;,IA + 299.j ) \ r/ ') I'\' c3 0. �, I X _ , . /�o 300. 6 51 ,r14 - -�% --� -­�" y ,?-,.L-,--- � �j -Mi. - . ;r Joz 7 - - - - PROP. DOWEL CURB ON I ll - U "' ,'-, C 11; ',I- --_--Iul_ - .11 -? . / �O Nq ­V,q& .Nd - U � I'. , 1, \.' U11, I -I- , ---, -,, -,�, I I -- 8" _L:m W.C. By OTHERS - - ) [ p . - - - - - _N ,P " - _"�,� " < - V, _" 7 'e�b ,,% I , ,�p 0 0 (.W13r. M.H. EXISTING GUTTER. MATCH I V c,�, . __ 1-11 , �'; . - e- � __� J02. � \-I - �__ - IN _--j-' ­_111_11341 11 I .0 &, C�, - , •� , 1��, _�� /Y -- - STREET CURB. r 1� * 0,11A0* <��'. , ,\, I / / _j I V _11,,�� 1� 1 Z5 - :!; � 20' p.U.E. ..- -) :� r qM1 I 11+J01.j , _',, /-;Z�:<�y 15 __ ,�o / � P,�-% �20I 10 , Eyist- 6' Woter Line .I ??- 0;<Y/ ,5�_____ "� Z�1j �'�+ -42 _97" ,,�_11 k�l /I J/._01 ­�, �_- 14 . ',*_'191�0, __11 a "\q , 1�) - ) - 0,," _�,_,.e)� , � & / "I 305.91 X�-6* Undgr. Tel �1� .0 . -Too. 4 "tz, -) v- I . � J015,1 _i(�4__?, -, N, ,- ­% I I J05 4 . Jot./ - ----------------- , Z 4)�*6 ---- 6L - --- SID -- -_ ,-- �ROP�-,' " 'i c;, IP .1 IV-, - "_<:_ - " I , . . . . . . I - � Cb I I _X - ---\-;;Z- '11�4-- `-,---,k-`---_��--1---+-_ -"A 11Y "I clible siqn PROP. 3'-6' PVC ��Lr­ 1W 11� 0 � 11,�,, k>. U) -.14 4- "-(:5-.,, 1 ___:Z J08.6 Q) RESTRICTOR. GROUT ­ 302_3 � I V-_-,Z-;��f,e 1).d (J ,., lz� "I * !4" R.0�1?. 100.6 - ��___17 � �� "I - '_� ,,,---, ---�-.;,O,q u 2 :6 _. I _ 1 1309.5 � Q � Exist. Fire R , Y02. 6 302.3 ,�� I I S11 I I JU IC.JIU.14 TC.,510.5 J09w9 cz,j + 6 ydrant 1��, . 305. /114v' .,L?l C). G.309.64 G.310.05 ; \ , ", , ON r)j� __ I � ,V,�� Isi 0 �, &, -,, �,­*4q� 6 \ \ , "4;D. 4 ,\ � C 6, �_ . I I, - // -1 , . - AT FL OF 240 1 _#^_^0.1� \ \ ('�� - <Q, . 1� "1114 ��-( - < L � & , & e- - - -or ,qA41FZ� -1 , - ��­� 8) ,�� \ \ 01 F61 b rx. 0 _,,�b I 1� + _ ­­�­ A,�,PH I: ti) � 1". 'j- I I I -1 �, b & ,�4 Duh,05[rzfz J05 Cu N co .0 '\ � \ <6, ( I\- C� ,q. -V -Ir V X , . ,? ENCLOS11RE + -1 2 B No GU ITERS By - - IVE: - . -1 __ (10 :,��'� \ . R I -, J , vf, V , '-�o 'k'11k*' OTHERS 5y , VUT W � 1§ V, I ,� �V,,, ,(�� 1+1 'P, " to C� %J \ a ,,,, i - <"_"� - :; " I lop- '11�., U-1- ..., I V . .,Iy L9 --- pr ---� -309.16 LONGMIRE DR. P< .. . \ i�l I zt` <:, 2- "14ll- � � , , G - I < . _1% \-' ,� , . --- 1--) 1;�), 41I, ,,� (_;j c/ "' �1� � 8�68 " 1p�� U I i I TP. 4 � -0 \ ,-\ ,,�<o <Z31�1, __1_101<' . . __ I ! 3F.80 __ " + I 1,� ,z 11 �v \ `�> ;4-1 ____ i\i 4 P< * 4 - ,�",o _ � 11 9 Lj_ ,�� I'll \ -yo 1��N I ., 1 ?9 . \ A lc:) N V �6�1 z : \ __ . Y^- _____­�:�� - --- - TC.310.14 TC.310.55 � �,j F; 4�j + � A - 0 \ - Z,v " "Il 1� \�_ 1<�, 11� \ / 0 - _ I i JU5,0 __��i 1�� -,-I*- . D� � G ?9.64 G.310.05 'n 2 1 + . \ _% ly, A, I �, '6�� 1�� \ 9.7 1 11 - Q . _�_ ,'�) 'j", I &-z 11 - \ - ----__ #41 "i)) \ . \ 01 * � \ -%- Np� q \5 ��, or -\' N __� , - 10 ip 1K 11) J06. 3 j7fH ER S � U06.6 : � + �, I , ,C) , "'11k, ___­ a jog.- \ � -[V,j - "7� .,,�j <��,�, \ J04 7 T_ 305.7 ;I �v � . � I >,� . 1011-X 1(:� \ \ \ + 41", 4�Y o �� 110 I y . ,�O'-,,� zo 4�k_ -�� + J06.9 \ I 001 r- �,- , 05, ). �j � & 1 C3 ,;? _� - 306-i 1?% �., �1. N --_ �, ­­ I A\. �.A \ ��' W c�; A- / , y --------I-- 0 " Joy (S c6 NP � \X1 C '3 �a. 11 !Q , _F<�99_ 14' / \ _�_ to -,� �,Y­ f _____6__7_ ""', ­-7,105/2 "I -- we.___ k � llj_ I - 1011i 10 )�� * I I _,:�_ _11d%%, v­ I a3 I ,R\ ': a -:!�,- -------" P­ , �, � . - "311 'A 4r r -4 , IF / - 'V ,<�)- � jud-) 6" CVftB- ' - - C \ lb �, DUMPSTER \ woj "�P\ I k) " \ 11� I=q, , I . A q . . V �, I . ___�'_% . - �0 4_;Z_�-_ :;) U \ � _* ��_!� :i__=�'. TP. T0� 6" CURB � * i K) a N / 1,4 N4 I �I C, � \ \ .. � 140 , %_�, ,-, , NN 11 S. , - \ . . ,� j, . , ,0.001 - I P.306.2 - - 20'14TP,3-_-_06.20 ,Z; or q,; \ 100 G.Y-<�/ �V,',Cp* I"t. 4. P S. \ \ , ENCLOSURE \ \ N * 11)�p \ \ \ 1� h " - \ \ - _V X��,! re .. \ T PF. 33 OU 06. 44 UO 0 306.2 PROP. 3'-6" PVC � • �) I - - I . . I Nv% \ 7 1���`­:­j 0-, \ ', -- , I i5 � " \ F. 10 , 1) �, �n , ,%, �A \ \ I , 45 TC.30�'4,Q 11 (11) � RESTRICTOR. GROUT ---_� - - I . . , 4:�., 0 I \ q/1 \ k�j -P-, - I , 'N�/ A,� I 11 �) , , � z 6:j \ P.3 , *% � " I 1, A I _0 � /�) ,6, 1 , 1161 - 1\ � 141I�,.1) ��P� 01.00 \ \ V A ..,I. 04,5 �6 / (L -",q, '+ \\. - 'N �0 \ �, I �TG.305.40 ­�� 0 I AT FL OF 24" 1 N = ttp ,Ktp \ � - '1`11l,l q,� ,A) '1 0'FI 9.3 - , , + J08-2I \ C \ I -' I 19 � a / , I- TP., . -_ �- I I ". TP.30 .00 + ' 3 0p_,+ �� _\ \ " kX \ %, �'19, \�/b� X'� %4. 1, 12*FL302 0 "' 20000 , , Al_P IV ;j '4 �J07.4 305.70 -� �2fl�RB , II Pi*�'- -,\1 116!l) \ el.s� � - - , C'! � 1 1 1 .- - , � N4 N 4 f,� � 1, !_ - 4 \ N \ \1k), 615� \ 4 J�� "It I - - __ # .1 -_11 \ ,q� 1-'y r . ; 01 0) \ - 1\ �Pv\ \ \ ( , �0' TP.3j , .1151;;;�A W - CS') \ _41 '0 $ N 00 ��' -1 4 \ 0 ; ­ - �'D I \ " .,\*, , r* I \ 6V \ 11 , . DTP. F� te) i . �_ \ \ - I r � 113 1 tK , \ \ 1_10�1 . \ ,Z) 1�b I d? \ I .." _*1101 % � . to I 7 1\7: '3 I "t , I ",I,,- ,';,. 4 5 (C _�; + 4 Uj 0 . I � ' ; I <_ P - , , I - ? : * A I 1'� ,�7\t��"koo, \1 \� 10 A �v I 1�, I - K. . CU B TP._ It rL a PROP. CONC. DRIVEWAY. __ __ I I ___________0_ : � i 0) \ ) , 1p, 'b I" \ I 0) , rz \ I I - &' --.-- +JO ,7 - j i " \ !_ \ t �;, <F - 1� 0) ID lj-\ . � ) , 11 , "� 5, 1� 0 __ � , �j , PROP. SIDEWALK ACCESSIBLE 1 1 I _0 " �? , \ (?t, . \ ,�/ 1P ,'L�� , L 1, . ,q-j V \1 !�'j -a " -I' "N f, 0 ,.q11__1001 __ �-1 5 LF. 1 00 P.V.C. 0 te�:;.l \ P. 0 V/ � F RAMPS TO DRIVEWAY. � - \ 0 11 \ I , �_ __� , , - , - f / 7", 1 � 1 5 -_ -, , STUB AT 0.67% 5 2 'n AK N�11 , - I 'P, , /;,?,_�, , 1� , N, I rF0307. FG.307. '1� �' 0 -� 1 C,4 10 � � I I �� , A�.)-'P'�,/ J-1 'O ;� \ ,0, :�e � : - q-) -4 I I _1y "a. _% \� - I?, . - I ." - . � + ! f� \ \_� I I- N, ?I/, IN%; "I ��Ilk% 5 ---I � �\ \ .10 ,\ - \ \ N . "� O� to I 1+ ,,� � , Q01 - -V_ .01 ", , �0 1 41 PLUG END. 0 - nf ,6 1 ! 4 to ll, Ik ��? 0 :%0 0 , I I V 0 0 � -3) \, - Ay , U " &��? ,I o"FL:502.44 ; 4 �_ 1-100 "10, . -,p <�- V- ,� kr) el'A ! r< 0) ol 411 \ A!.� N, ) - \ � 1� 1� (� A \ N . § L , 0) PIZ 'It , B ,� . a a - %.d a I � , \\ .IV �_ 2N r PROP. 18" PVMT. . .1 .,X- -v 1_160 \ -- I I ­ .-i - .e (3 0) I , 4 6 - 'D - I " �4 1 61C X \ � a: BEGIN D \ , ' , ,*' . , 0 XTI _U 0 41-1 --1061- i \_�411 1 �0 \ \ Nq;e1Rl I �?, *I C) 4 �& z A 3 4P 0 �0 a i 144 LF. 24" R.C.P. ",, W \ - 11 Xkc � - 1� V-�� , \ � '. .✓ , �� N g, - I , �y � 6� . - , AT 0.18% 1 (:�; � 1% I \ 0 \1 U� ,�N -,06.0 & - 1 ��; "'l - , - ` \ -A' _V,;h .1 � [t I � 1) P, � . I I - R) #<�� '�q, , _� )I 1� FTG. WITH CURB . I _b \ *11 r , I 'I - \ L-4 , \ . \ 11 ! C,� , I , _4< 0"'I C . U? 01; \ I , , . � '0 6_�\ \10 \ �� i " A - [ +k" I \ 6 8 � . . U � W i ­4­9111 \1 . \ 1111�_ V k\-) Ili bz - \ _%O�n�,�INN I( � � (0 . � , _I � . ;� - , � q. .,? N ey? 0 to - REFER TO SHT. C-3 FOR 'd - \ ! C-_j , , ;b I-- Y+ \ .,I,, . 0 1_� � (3 0 A \ 1yo 11 - 1\ --v,g. .'y J, i " ,�; � . le< - , z - � k.� , I , � T_ . .1 ) N _P ( \ \,\ 1!�> \, � "I .0 "Oil (D , q I .1 3, - . U , & . \ .,.> 9 * - I I - - , 1-1-1 L. � 0 . M � _� I , 'IN \.) \ 0 \ V N ,\ %3 ,q 1L.0 "I \N-f .0"', 11 - f ,P-- � q P - I - - ,�0"\ ob I _0�5 � �14 a> \ � __­Q_ IFy.,508.O'---L'0"0 ::� i T3.299.0 I k 1\ / , " 0- \ i 0 L I',- 1# - \ 0 - 4D -.) U I �_ , � . ,�) ­ 1�1>1 - �5 ---j Y.- - - I , �� IV � 1� -u " - 11 . - CALL '�LIBDIVISION 2 PLAT. WITH 184 PVMT. FrG. I I I - n _��9 - -, . , - ,\, 1\ I \, 0 te *( Is", \ . (j \0 11 4 /%> FG.308.0 AS � i f 1. � PROP. 6" CURB Xz. j . 15' R.O.W. DEDICJ%T,� ON PER L.O. � 4. i � F_ \\N -1 (:? 7 \\ �, Q � �� 0 240R,292.321 �� \ , 4z) Lj . b , 0 -v,q-- 4�) . �p , 0 � I a 0 * 'r Vj. \ 0 4 S: CX - \ ­,- � K7 \" 1� 00 1.� : 17 1\ I 1W , (:),-#%," * V rl�3 Z�jz,� Al . &" a- I . � )110 . - - . 301 WIDE - m�ss 9�13' r?.O.W. 1-i , -1 �, 11011 \ 1��_'rv�pl _,_�, �14_11A N . � . W - LEAVE 2' CLEAR k I ­1 I k1j ,X . I t '40, rV ., ,6-11 I ,<0 I 11, I �L "o /�f. - , �/','�� '.1 - I 11 I 0 _�� V _* - I *\ V V N \",r!", _� WEM - Che - '� \ \ 1, \ \ I I—% - . 1, , , I fL I i 0) OPENING AT BACK - . C*4 \ V, \ 1, VN I . I , I 11 P OF ISLANDS TO DRAIN � - � 11�> \6114P if , NY 1� 73j) '04 "I-, - \1 I " \ \ �RNC. 0 \ k OLO R.O.W. LINE �0 L N _,� 1*)� - \ Lt \ Q . N � tr 't � k2? L,---, I �-,Icp ,O� 01) (6 0 THRU. TYPICAL _� ,- -_ . Nr "I,-> \ V 1� I - I IST' :k- �d Cl ",�� 'IN \ , k to 1� , Q) � , I � z ­6 � \ \ K 11 \� -?�) YS4 , �4c•.�" "k, 6 1", REMOVE PART OF EX N0) 0 V) ;� "I 6� \ I FG.308.0 ,-, .,:;, I/ FG 307.5 "0 , rc. �� DRIVE. EXPOSE REBARS' ."iX -�_ NDf,0 \ AND LAP 15" MIN. A - + t,<I-"911)AY _,,� t\ \ -0 ,;I .� \ 1 V)1RETAIL . - �,11 ,�,, q299.1 1 �i 11� \ V 1,e \k I . - � � I \_ - TIE TO NEW STEEL. - � Pr) - . - - -_ .- 1 I � _� + 1)* - \ eV 1 , \ I r\:1i1�i,__,1 11 1'3�0 - � � - I I ) 1�b \1 - 4 <� \ !� "A" - R I !1) � �' . \ . ­-�,.v,� �,N� F I .,o \ I I 'I---,- -_ --- ,�6 If) I I It P `1P \ + I I P) 6 BLOCK 2 , i ( � � - .V I - � • - CUB PROP. CONC. PVMT. � , Q 4 , ,a � - 1) - �41_ cj;l I ­ _ ,�� . . I , t ., "> D r .1 '. I.r': 3M8+ .- 6 10 � ,�v r - V -ju . c�­;` -. r! 1� M a � 'i � F 6 F\,.-,,301.00 pq i I -�T(003.7 .11� .+Q,O. CUD - 8 i-: 1'� 0 I 3r,:, - - C: j IV030 N V�0, N7 j . - 11. , 12 q), \ 0 0 � I r . 1�r i\ -0 P'11, N _C/ A IUFL.30U.60i T 0 ) in ___ TP. (2 _�W ' i� _� 1 4�) , . , . � - 306.90 - : Street Sign - \ a D �&f­ 4 � LL . •�);, hv" �b lc� �� _N11 / 3 BELMONT PL 1 ��.: 1.11 . - OD I . 0) �' \ 'V�.v I .) 6­ C I/ I r - �; .0 . �n I � >') .• \ � 'I'D / . * Q: 6 AT 0. 1 89 0) 300.0 � /b \ / ------ Ci "�� A ! 'I 18 LF. 24" \ R.C.P. a f� Cq TP. 0 ,\K. v:1 1�� 1 I I -SI, \ � 11N. ,,�.4x_ , lono IIC$ 1 0 fn '� � I , __ - -� \ I ! 0 (.,I 1� -V,f_-%x , \ \ ib�.�n Tf- ,OP- .h �'�� �"� �3 co , 0: y ., - f.306.00 0.306.001 __ � 'K TP. . ��, ,fp \ , ,,` " T TP.306.00� - . � f� � \ � '! f G � .54 1 \ 0 N�� ��. ,�j \ � . / 299.60 � I . , T "­­ . I I J07J7 6N CURB EXISTING DRIVEWAY IN STREET \ 0 . V 11' I � I 2 . ,�b \ T-0- '6 1 � V - � ,Tff, M­=nn-__ I i ,- : '308.11 1 R.O.W. TO REMAIN IN PLACE. � T5 1 V�111 I I �, I X�J06.29 : to TG.299.40' I �-'f ) V \ \ L_ J05.75'TC.306_29 r - _� 'I 60- (D , � I . M \ � C) 0 1 92 , 15' Buikrinq Una 71C. J 8. 08 CU , n, I . , *-!Lb-0---2LD_j ; .1P i - \ \- "� V�, - % G.J05.93 , f TC jog ROOF DRAINAGE "� 0"FL296-26 i A & C) - X 'tr I U,4,8,,--�d,�;,n, � ! Width Vol Z555. 307.72 X .9 ,5 (YV " -"A-- \ I kfo L \ \ 14 ___ "it - I - --- F �, 1 0.299.00 1 ­6 0 24`FL.293.27 I 1�b \ i 0 * 14 --- ExfUEI�e� . S. .1 I -_ - or_j Vlllj� I --- . t< :� I . _l:::D__\,,�, . V -:1 �n-�, -�.j 1xi - 1 4 FL �2 1 � I ��k 40 ? --- -4- - -'- 77--, '? N "f, - � ,),� I L 52 1 1 20 P '. ,\ _ \ \ I a 1',\ 1 *1�1�19, � & 1-1 -F. �6 lb ; q 0 _ _ _& �, I ;� 1 �N` 11) RV , di d , 0 /I ,j 8.71 ...... __,� , , + 0 '.TP.3011.00 \�,!8 i Ifo �14 AT 2.00% 1 . \,r _'� , (j . \ _"'��Nv` 30 + I . , 6- P.V.C. ) -- ,Loll t1V �) = �� , -�� C4 0) ,6 N ", � 61 LF 10 00 tj� �� I: .�, I I -_ Q, 1.0 I i__�rli I r ��% - ; Is; C,4 � W____�, - PROP. LANDSCAPE ISLAND. PROP. SAWCUT LINE I �� 11 11, Z� - AT 0.72% I � ..A 11-_�� _'-�BREAKOUT AND REMOVE PVMT. �6 4 - , U� -C -nTir .?19 i i r- : I �' b- � '� - BOP. V4 \ ) I \ `� ""N TP 300 90 .1�1 ,� rBR . ��,6 a; I--L 9 r-1 t \ ­ .. �., ,� ,Aof**�, \ I I- � &-O- TP.2- 9.7,0 - �/ - \ TIP 05 40 - DOWEL CURB AROUND ISLAND NEW R. LNFk- : I I 1 'P.301 =A�A_ f TC 5.0g f 1 8 1, r, �X�1� le -A TP.10VO.VW 1 mg XJ05.18R.O.W.DE IAA I . TP.300.30 , ; TG.299.40 0 I TP.299.8 / 1, . I i - 'r - I& PERIMETER. REMOVE CURB 15' R.OA ION ___ ____1 __"I - __ __ ,L1 0 ! _Q*1___* TP.300. 0 __,-�&___�, 1 �302.35 1 \ /� 0 ) FOR PROP. DRIVE CONNECTIO - 0.072 ACRES I . I - 1-1 0 \ I I i I PROP. CONC. DRIVEWAY. Uj I 10"FL.296.70 n TP.301.10 \ \ TP.303.80 TP.304,�60/ I i I P� I I 11 PROP. EXP. JOINT. - � 1P flo 0 I TP.30,11.1 0 1 1 1 /,//,/ , / I PROP. SIDEWALK ACCESSIBLE I I ::� 00 i 0 i __Q___q \ \ \ -.0--a ­.-�'* I I ___�. al // I / I � a_ a) � R i re) TP.300.30 ` o16 \ � TP.305,4 , " --f� 1 1 - ' I / ) id � . 'EXIST. R.O.W. LINE RAMPS TO DRIVEWAY. -0 \ . I � \, ­W \ �, j \\ I . , 11-6. 1 .1 / 19 - � . � 1 -142 LF. 24� R.C.P. W I - -, �__ .1-4111, I K.O.-O-CU B I - I 11 ! Q1 ��, � i � Ex. San. M.N.YI I - \ AT 0. 1 87o ' CD . f L- I TP.299.70 \ i TP.301.1 0 \ - ___ I ­1.__.__­__­____11, ­ _­ ___ \ I � I I 1 15' Ublity Eosionent '/ BLOCK I / 4-. 1 1 11 - , r.f.297.02 - 0!� 0 1 ! I . 2.20 1 \ TP.304.00 \ � !- ! Vol. 2861, Pg oo 1� 70.J07.gq, I I - .90 \ I 8 E. PL290.20 I -4__�_\ I 0 � I I . TP. 0 \ K. . CU 8 \ -1, - \ TP.305.40 { j j'� F___ - --- 1�� � .. . .. , V; .A N-0 I � ZONE C-2 8U. FL.289.87 i 0 i TP. \ '� I . . 8"s, FL.289.87 TP.300.30 1�1. f ROP,. UUNU. PVMT. , I .00 _ 1,34.40 \ 1 1 /I �z 300.6c f\\� F 298. \Tr 1 1.43 ACRES PROP. STM. INLET 'N 2 1 0"FL.297.40 i / " I (D � I K.O. CU 8 , � � W/48"X48" GRATE I I n \ .301.50 !� I I 1. _ .\ I I /. � - , C14 1 1 - / \ : I \ Tp. a: " i U') If) 0 1 ­4 - 1 16 LF. 30" F.C.P.'AT 0.36% �� . 'I 6 LF. 10 \P.V.C. I I � 1 -L-__ / EXIST. BANK N.I.C. Fire . ' Son. - 0 - , 0 � I � I U � ,FT -T- /I // - 2 50 � \ ' rl- o "? \ I I i , EX Son. MJ4. fb-- -Exist. _8 f TG.298.70 � �I r.R. : ! Pt 0 P" TIP.3 \ IL� (O . AT 3.757., 1 011 _� TC I � � I I . . , fl) I � / Z , ��� ") , A � t. o, 8 \ ' I 'A. 8'N. FL.289.26 (0 ?-0-210- () FUTU,RE PAD D �- -0 \ , i U.J lct)r�l � I , �%,�­ � . ". . , 0) \ � I llv� '/ / t) 6'E. FL I � O-) . ? a C! _1`1� 0; I-6 FG.305.50 A \ , I //111�� / .289-10 1 \ ? ) C4 11 0 to) 0 ,� If L__ - - I ­� L, . � : � 11 r / _;__-.� . . 81W. FL.289-14 M (7) i 6 IFL.291.,54 3 lt � W, . __ __4 ­­ "I \ 'i \ ___4___q�_� \ 0 ` j � I I "" f - NQ�ko! ,,.., I ­ 01 " //, f11_. Ci F-� . , L I � . 00.0.__N:;� 0 7 IR i I I i "I I �! a_ - I . r \, 0 0 i I WEL ,/1 �_/f 70e f-I -.. ) 13 ll) �I � f- L0 � FL296.86 - P= � \ 0 I BREX�OUT AND REMOVE / / -��/Z////`Z�/"-�//x/ � - t4 P.1 30"FL.287.52 . I'll "� FG.303.00 � \ I i EXIST' PVMT DO F 021 ". 4 2: �, ,6,� ', ( 30 .50 1.301.00 . ­ �4 TG.299-40 I \ 1i � 11 n\ CURF31 AROUND ISLAND I / "/ , /� .. � lb . �3 1 1_-111� \ - F, 0 , C,,56) I I /)� .!z N kii , �Y, IC ) i pniml,21181 H19M - ,,,,__.& I _brloi. \ K.O.0.CUr B \ I) _� I _rF 1) - .,t 1Y,11 i�li " Q) (6 N � (I(, ( : `V, 0"FL296,40 \ FUTURE P�D E I P= f'- \," I PERNl,�ETER. I /,/",/,// ;y 1� ib �4 N a TP.300 35 .300.35 � ) 6 PYLON . 'I,- AiUB C14 \ \ -.4-&FG.306.51 TPi305.4-0 ` �-_! I ,, - :� F _,� � �z In _2 - , - 00, �C \\-77 i O,v P.V.C. 0 1 - i i .I 1 �16j :0 % P) 0)30"FL293'21 !� I1 - N - 1-�; f _j j TP i i [ 'I I -j Z+ b - - % 296. \ ! � � i %I ,�.; 'N r-� r7 N ;� � 1 ,33 1 ,�l :S 60 CU, RB T0.298.10 � \ t 1 2 1 1 z .,----,7, IV 0 SIGN M Lj CA WI Al 0.5 2 % cli TP 30� 40 TP.303.00 @ 0z ! I i � � + \ .? - fe) 0: 1 C4 f_� , �� \ TP.365.00 t__ I r- 01 1 6, �/" ��//" , . I - k �­%.- " 14. 1; TP. =) -ad-, , �L_ � \ q_�' I" I I � & i . to 0 -I � .1 �1� 10! 6 _', 24-FLL_29�.62 0 Cj PLUG MD. /� ".16 - ____, 1li ID R: U q 0 1i \ ; ��,� .r 1A­ \ I . __ N . \ 30"FL292.711 \ P f� 01) 10"FL296.-bo' I t-!Oj �� �� � Q: 1�j a I CA / TP.302.00 ._,w__oTP.3O2.8O K.O. NJWIN TP ,� gO6. (�� cl: -Z END li� : ,,. 99.3 \ (0 , 1i: � -WAY CONNECTION. (-Lj-�3,-, �; I 5 . , PROP. DRIV@ PROP. 18" PVMT.- .� -�, -, - \ .299.00 f�, - / / / ) _JG4.i�j �F­ I 0 1 b. .. �,�', �0 . 36"FL.292.00 .�b(\,` PO I - - __ ___ / V REMOVE EXIST. CURB. MEET EXIST. \ ,Z5 1 \ "IF - '2 m Z a �:; \ _­_ -"a I - I -t a .*. ..; ) 12� FTG. WITH CURB (3 - I Q & j LF. 36" R.C.P. AT O.,Ag% 11 _fx. Achor P. � - -1 Exist. M.H.7- . / PROP. CONC. PVMT. TP.,104. )O TP.305- I .�i j - r S PROP EXP JC 15' X 15' 2 I � \ n : .") � I I /_ - _� EA '. ;__11r - UTILITY � �j 8 rP.299.00 / 20' P.U.E.I ­'� � M ` I ' ___110 __ -i (;U-- , I V. "" - 0�_��_ - - - / - ( 2o' unur� E4 123 1 � \'f^---'-'�_"`%=' �i,i,�`f'd 1 296.9 2915 � �15 1 ". ' 6' CORE) I 9.zq -&` 3 V­ -2-9 - TP.30O.QO i / TP. kyJ,_E.yL_San 41 y a, 15' Building Una EASEMENT \ + __ __ 1 4.7-5 I I \ �\ / + .. TP TP. P__ TIP. 8"S. 29 _/ - / - TO - ��4 J05.78 0--_6 - �__ _(0 \ --- \ V I sw .0 294.90 1 / -I-�Nw --- I - I - _)�T7_ - - - / _2� 9-110 298.90 1 ri.q,- - - 11 I 11. � a.. / � 0) Bo) Z-� ":�__�__ �( j I ' Utility Eamm t 41, . . ­­ - __ , 30 D .. i I 1. St or --: 1* �d Iq I - - V (- L.o,, - i�!�7 Exist. ) .... !­ - 30 � 6`5. 298 � 1 20' Utility Easern - E;r� W. Af.kf. to lI7, �2 n. .Y.,-/-- CURP . -,, Lit) �_�, - t 0 , " ��� ______ - __ ­­­_�­­ - 4.9 tre. - L'I � __ - W12 4 ' � V. V. - - _1210 : ; .. �i ���� / ,- CX 9 I . ___ - - - - ✓- __�x- _PP ... "'_ - Lii-:e:�_��, . !�� 210 -Voter _ - - -1 6� - _____� - FC.29-9-lz �_ �_ - --- r . . . . - - Exist. - - -__4 T 1 4. 7:---T-- - - __ E;Y;st. 12' water Line ,"� � (j 1� ,� 1.1-9 0 '.� I -= I -- - - - - - - - (a .J Exis��_�_ - � - ��- �-14' V __ __ - - __ ,<; _�� Ex. Undgrd. T - - M.H.A�, - ___ ,I Exist I 0 - 9 -5 _.- k�_ �3 r .296- _ , - i I -1 - - - - - - - - -, F - . 300. - I - -_ -_ 92- ig - - :��� -Tel. Cables - . ����2 � �� =5�__� _� - -1 - - - - - -_ - \ , .I. - � D I id.298-28 T.ff299- 10 * K___� ��� . U.JQ4.01 =_ - - - - - - :::- + � arFL-291-16 2Q, P -11 _-_�- , ��� ::- Cable Sign G.299-33 It . __----- ' G.298-J4 * ' 2 ^ - - - � � f - - - - - - _.- _ 290. W.L � _ + 29 - - - - - - - - - -- - - - - - , - t Undqf- Exist. Undgr. A G.W . 6 1 J05.25 Exist. 24� Water -_ "I'll, I 10 . 29 7.62 Ex— a star -J4 X. . -M. 1H, � , G.J0J.62 ' Line EX. F. H. 4 Valve - - - + 298 9--'2 STATE HIGHINAY 6 WEST FRONTAGE 1,10AD +J01.67 J02.64 + 1 Gas f ine J Ely. P. - Gas ,� __ �C 1.21 Ex- t 0 ­ . Exist. T.R. G.304.79 Exist. 6' P.VC. Lone Star - �� ­ U TEL- G-29 Is - P_V . C. Lillu L ,35' Wide Asph. Pvmt. 8`N. 298.08 ,30J. 70 + J04.56 + Exist. C.T.E. Und9rd. Tel. Lines . . Lorl, . 5tor 29.5.4 - - _____EX_i­5r_ , p,UGF-11 40 IIY_�297.20 Gas 298.14 - +2g9__0_ J00-ja , JOO. 75 O'S. 29Z97 Exist- 6 Line ­1 I - . - , - - J0 I. l0+--------+--M---1--4--1 ---------- ,J02.27 ­ ­ r p.V.C. - - - TC.296-06 Is jR.0 P - ph. pvrnt sas _� - WL M.N.. As � -_ J03J7 , .. .)95.65 30 Edge '� , // --- Exist. , G, I � \ 304.jj' 96.30 17 296.92 �rI -----+-----`�� I - - T. . W.,I. 292. - - , A C. DRIVEWAY. / / + ---- T-.294.3 To 295-83 _V 296 77 PR P. 7" CON \1 \ / I/,-- - - _______._____­ _____�, i3fr pCIR i 5 295.5 - - 294.33 REFER TO ARCH. DINGS. FOR \ ,/ ,//' SHOP STATE HIGHWAY 6 R.O.W. . I I ��­ ? . 'TO gfs. 295- --------- �1 P. -T ().5o% STAMPED CONC. AT ENTRY. \ 300.00 ­ A PING CEHTER � �� , ().w - X \ � --liaul- -40--- , - it, 5TP"E -Mo REQU��EMF - ? . --�� '7' 1 V_ AL I %ORY, fr *"O"S - pvfnt- 294.49 294-9 - ______ A, Lf . 3C ,.0 299.3 � � I 1z ZZ I R.O.W. LINE - � I . ,�FJCA rdg, AsPh 294-4 2�� , � j ,1Z 300 1 -*--AT 5-TA. 1+00 I � . --- TAIDOrf SP 293-91 . 'I"- � - -----+ 295.5 296,3 � I Z,z PROP. STM. INLET-- I PROP. STM. M.H. I 1 2933 ---t- q,�AEIEV � \ , 293-6 C Ditch - 294-8 ,D5, P, VIS � I "�AUGER 40 LF. TOP RIM 295.70 -Ditc-h-4- �' PdL. 1 1`1' 292.2 Ex- - 4.4 C.-IEE i i 1z To. 298.70 30" R.C.P. STA 2+04 . 29 Z) ,_ 295-8 1� f I I ,---," 1�11 STA. 0+56.00 \ \ 1b1_ <�J�_; J, A 30"FL286.78 slope V r� z 24"FL.291.87 \ ,',- e I Ily --/ - Top + 294-8 29 ROP• SIM. M.H. \I- West Ftg. Road 36"FL286.78 I p / [,- 1z 36"FIL.2911.54 -=-,-- 'X, 1 293.7 + 294.5 1 TO ,jj�j 295-70 / z 296 30"FL287.52 \ ST0, 2+04 6" P.11.C. Lone \ Z",_ *7 5k / Star Gas Line PROP. DEVELOP)AENT OF 'I 2.47 AC. OUT OF 27.50 AC., L.O. BALL SUBDIVISION '79J.9 30oft.286 -I � I + � 15 36"FL.28 .78 ""_� PROP. 24" ) k \z PHASE 2, BLOCK I � AND BEING IN THE ROBERT STEVENSON LEAGUE, A-54. rop Sto 8 95.5 - 1 297.2 ,----' R.C.P.-&- , Exist. 8' G.T.E Undrqrd. \ _� - Tel. Lines 294-8 1 Son. Line 0 1 I.Ql_ State High vay 6 COLLEGE STATION, BRAZZ S COUNTY, TEXAS .29J.5 Top slope 293.9 ,__�_ "__� PROP. 360 1� , \ Entrance Aarnp---\ 11 P. 292 R. C. P. ==�=Ti ,n"_�,-Top Of 24" W.L. - - . 6.,� LF. 60 R-111 I- - �/;l Elev. 292.72 1 �S;4 , AL ., A .tn Af .00% _----- � V / \ -0- '��) 36,_ A _____ CLEAR 24" 'N.L. , /4; -� ?" I � \ , ,�,�- -­�,,� - - (� - �..,P�,-- .%q"�. 291.1 28rD.14,, . �� I. !a, ��. EVENLY GRADED RIPRAP, SACKCRETE + . ___ __�_ 6" MINIMUM. \ � P�, . , := it'l i_o.,�. ,��Z�,� PAD, 18- THICK .----,- W r 288. ,- -A, , I HAN 6" AND _____� " 2 , Exist. oe 510PO / z 86.5 'L p �=..__�,., W 2 2a6_4 - - 3�-_2 4--- 288.1 ,___� / cu� fl, * �� * 1� --I------ / - , "Ill?", _ - --- I. N. Zivyt")jjr� , WEIGHING BETWEEN 80 TO 150 LBS. I 60'Y36" Box Culvert . I , yj ,j - __ PROP. 148 LF, 30" R.C.P. AT 0.509 ,- Exis . 4 ": 235.9 86 1 6.5 1 DitchBOX FL_ "I 11, I %. 1-1. F . I 11 , 285.9 __� 1 288 / , t467A �-, . 1_�_ -DITCH , 0 - �� - '14 .,,�„,# .. - FL.286.0 1284.59 " , -f--�_ - FL COkurn U'FA501'93131h h Raltdiff" Inc. �, 4111". ig , ,� 14 1, . I _� 1.00% . I '� ..;A - - 4��_ 1�,,.- qknm?�Y " - __� - - � , �,, I - == ,it �O I , ,,, " 1 +��� - - - 286. Exist. roe slope 287.0 - � Civil Engineeru- Arthitacts - Suirvayors Planners I ., fi ....... � , &� / � . ,"3 f`�� I &.. 1 2 -4 J___­�'���� _1� . I , - 1 8" THICK PAD �� ��� ", � Exist. q Ditch -1"?' 2862 __ A6._6 1 �_ , ,1;41-1 I - �,�, . 13100 i4orthwaLst Fw5�, Swit�D 300,Houstun, I-axas 77040 .,.,f44"�, - I , �'_ , , +��� _______j _� ,- -f " , I - - _� - 1, . ". � +28� 9 't 290.0 _� I - Photie: (7 13) 462-0993 - Fax: (713) 4162-2732 . � _/ � - _�,� � r-, �f . /-Z-- TEXAS STATE HIGHWAY 6 3OmFL , . . , .Bon_---_-_ 289.9 290.27 - _S--_�_ � ­­11--l- 290-_Q� 2897 Exist. High Ban290-07 _______ SOUTH MAIN LANES -284,L,0+00 1+00 H: 1 "=40' V: 1 =4' 2+00 286.14 �___­ -_ -_ 3+00 ENGR: C.L.R. SCALE: 1'=40' t, ( I I I q go- 3 Exist. Edge P,,rnf_ .� - 289.6 1 - __Z� DErA1L A -- PROFILE OF PROPOSED STORM SBVER IN STATE R.O.W. DONE: R. SAUNAS DATE: APRIL 1999 '___t��2900-5 2,99.6v Date I ! I I i Issued/Revised -_ ____ ____ ____ - - - - - _____ ____ I REVIEW, PERMIT, AND PRICING __T____ 5-26-991 7-01-991 _________, _____ ___ REVISION- NO. l./-�----,------------------------- 08-8-99 - 1 1 REVISION NO. 2 ___ - ---------- _ ____ ____________________ 11-01-99 __ � REVISION NO. 5 Z�� ------r-------- I I ____ _T_ ---.--- ------- I F I --- I-- - --- - ______--- __--- _________ I ----------------- - I-------- [---T ----------, --.----,---. _____a LEGEND CIF EXISTING FACILITIES X J5.2 Existing Devotion 0 Existing Water Valve 0 Existing Water Meter 4 Existing Fire klydront -0- Existing Power Pole - Existing Storm Swr. & H.H. ---&-- Existing Son. Swr. & M.H. - - - - - - - - - - -- - - Existing S-W.B.T. Conduit - - - - - T- --- - -- Existing A.T&T. Conduit 1 Existing S.W.B.T. Closure --------- Existing Entex Gas Line - - Existing Water Line -_ H.I.& P. Overhead D FACILITIES 4 DIRECTION OF SLOPE 64.65 PROP. ELEVATIONS .-. PROP. WATER LINE . I I ___0_ PROP. GRATE & ST�J. LINE ------ PROP. SANITARY SEWER F.G. FINISHED GRADE F.F. FINISHED FLOOR F.L. FLO',NLINE G. GUTTER T.G. TJP OF GRATE T.C. T.P. T.W. TOP OF WALK T.S. T OF LA BENCH MARK: G.P.S ELEV. 279.43 FEET ALUMINUM CAP SET IN CONC. STAMPED COLIEGE STATION MON. 131, 1994 (NGVD 1929 MEAN SEA LEVEL DATUM), LOCATED SOUTH OF COLLEGE STATION, 250' ± WEST OF THE INTERSECTION OF EAGLE AVE. AND THE SOUTH ACCESS ROAD OF STATE HWY. 6 AND 46' SOUTH OF THE CENTER LINE OF THE ACCESS ROAD AND BEING 0.70 MILE FROM THE INTERSECTION OF ROCK PRAIRIE AND SAID ACCESS ROAD. T.B.M. NO. 1 (555/18): ELEV 309.64 MOST SOUTHERLY BOLT ON TOP FLANGE OF FIRE HYDRANT LOCATED 260'± SOUTHERLY FROM ROCK PRAIRIE SOUTHERLY R.O.W. LINE (80' R.O.W.) AND 20'± WEST OF STATE HWY. 6 WEST R.O.W. LINE. T.B.M. NO. 2 (555/19): ELEV. 300.50 FEET MOST SOUTHERLY BOLT ON TOP FLANGE OF FIRE HYDRANT LOCATED ALONG BIRMINGHAM SOUTH R-O.W. LINE (60' R.O.W.) AND 623' ± WEST FROM THE WESTERLY R.O.W. LINE OF STATE HIGHWAY 6. THIS TRACT DOES NOT LIE WITHIN THE 100-YEAR FLOOID PLAIN PER FEd1A -FIRM COMMUNW( PANEL 4804'ICO205 C. SUMMARY OF STORMINATER DETENTION 1. SITE AREA: 12.466 ACRES 2. ALLOWABLE DISCHARGE: CI F SD` & ( U., 3. DESIGN DISCHARGE: 29.08 C.F.S 3. DETENTION PROVIDED: 75,635 C.F. ITECTS.5_� 2000 Ber'nu Drive, Suite 410 Houston, Texas 77057 Members American Institute of Architects ROCK PRAIRIE G4"R0<z:`)";13'1NG`- t E %./ STATE HIGHWAY 6 AND ROCK PRAIRIE I COLLEGE vATION, TEXAS I 't C PVI L P GRADING AND DRAINAGE � _. � Project :No. I � Drawn I I Checked � I ., � - I -1 .: - - - - - C.. -I r- 11 � . Sheet No. .1 ,­� I i ­ , � / , / -\ / ." � I , I,y � "(,- --_ r\I/ (.A- � - CLR. 98-057-00, L � �\ . z ,� \ _,�, \ , I 2 � \X, Vj \ t V J 12 CV tT O a, 0) 0 It 11 3 > 1 N U 1-1 G I r_ O 1 co 0) 1-1 O LL O �, I� _ z Nw J COLLEGE STATION ` � ` ` Existing Dirt Rood (approximate) CITY LIMITS LINE w 11, - ------------------ • v --.-- Exist. l Jet --------------------__--- \\ �r T R.298 8 Stm. M.H. 4 FL.293- 9 '- \ Exist. Two 74' RCP"S T R.296.62 FL.297.10 e+• Exist- Inlet i " 1.T R. 297.20 FL.292.84 \ m^ Gas Line Sign �� \� � L - - - - - - � \ N L �_ 8" W-L. BY OTHERS �- \ Q� IN 20' P.U.E. _� --�, \ \ 1 FIRE Hy \ \ .c°°_ 4 BY Or OTHERS \ \ \ in ` Z y -, _ ERs __.` ` VACANT \ \ to o - X TC.298.70 C.299. 1 7C.300, BY - `\_ FIRSTWor AMERICANeBANK \\, \\ i � �+ G.298.20 G.299.51 G.300.466 SIDEWALK OrH �\ � � I " W � EXIST_ BACK 3 ERS VOLUME 1088, PAGE 170 1 \ I OF CURB O PROP, CONC. DRIVEWAY. Lt W Exist. 4' Lone Star ' SIDEWALK TO RAMP TO O N G \ \ \� \ i \ Gas P.V.C. Line o DRIVEWAY PER SHT_ C-3. P �%�� e.C'3o? 4 \ 1 TC.298,70 ^ TC.300.01 Q CURB ASp D/h/ V 30/•9 8 / o N G.298.20 G.299.51 1 G 3000466 RB AND GU TERS BY OTHER • `+ 8 \\\ \\`` n^ r< - S i N rn N 298. ._ I DEW \/ ZONE C 2 i \ /_ �, �� Date Issued/Revised \11,T -3 \ / off' - ------ ----- - �/ F kl�, 5-26-99 REVIEW, PERMIT_AND PRICING \ \ � �iK 7-07-99 REVISION N0. 1. / C) C)\, ___ ____\\ \r`' - ---- -- o \ 2 8-18-99 1 REVISION NO. 2. `1.� , .. �r \ N.T,S, 1 1 -1 -99 1 REVISION NO, 5. �- { % C) / HfJ'/ , -------•------ ---- �O \ \ 1) ; 11 S T BYPA S - --------- \ \ ' I- -- -- ��1p `\�-PROJECT LOCATION -. -- \ r° G 'Q v\ V� -- \ ,r n- --- - - ---- c3 ct: - -- - -- VICINITY MAP LEGEND OF EXISTING FACILITIES , v N ~ v ALK BY - \ \ + 20' P.U.E. - ^ ` -T •-4- " OTHERS c3002.48 TC3 \ \ 27.58 ACRES \\ \\ x 35.1 Existing Elevation REFER TO M.E.P. DWGS FOR • • 6 IR 1. c o LOCATION AND TYPE OF BACKFLOW • '. '. • RG SLV, g8 301� '_ SCALE: 1 "=40� \ \\ * Existing Water Vo/ve �, 6" 0 \ \ \ • Existing Water Meter PREVENTOR IN BLDG. Q 113' - ' -`T �• C.O. \ 60' R.O.W. \, �` ,6 • CURB, •SAN 'C-0:, Fl 294.pp \ CONNECT PROP. 8' WATER O , \ Existin Fire Hydrant Q-O 10' YWL EASEMENT' 6"Fl 293:65 SI A '6 '. _� _` i Tc S//�pp y�'F y \ \\\ �\ 9 Y LINE TO EXISTING 8" W_L_ .�0 1 - 8"X8" T.S.&V. W BOX BORE 84 W.LF. ���, s♦ / c 400 oRONC oTyF° qNr 9 `` 4 �• ♦ Q �_\ \ /�,, S O TC RS \ \ \ = Existing Power Pole -��'y ' ♦ • C' ♦ C�f�Y r0 R/V C 30 \ \ - Existing Storm Swr. & M.H. CONNECT PROP. 2" WATER _ ,f _ _ - _ • ' e.. T G,QO _ \ � ` A� R �`�f4 �o,� ?8� \ \ 4 LINE TO PROPOSED 8" W.L. r' /T _ - r. l, . ' 6�_ - . ' ♦ \ �0 Sy A Y 3� -� Existing Son. Swr. do M.H. _%,��� � 1 - 8"X2" TEE, AS PROP. 2"W_t .- . . �, ca c, o \ ------------------------- WITH sox \ W X •• '. ' • . ' , C� o'- 6+ J \ 1 - 2' X 90' BEND a . , ,� ,p'yj O� /gyp \------------- Existing S.W.B.T Conduit . . '. a, o Q� .o /�F N�O,Qq�c` RG+ SLV Ac, Tti 20 ey� \--------- -- Existing A.T &T Conduit ,p O : L� sF�c OFF �o� 6'C \ �0s 3 8� AUFTyFps \ 1 Exisfing S. W B. r Closure ei . ' ;0�; . ' F,� � �L,�y�c0'% 1%// j:pco GPO RF y C3 30S '------ - --------------- - Existing Entex Gas Line S0 •P� o' A 't''c�2j'p3• .o r�. ryF RgNr 3� R Existing Water Line . ' G 3,9 ��� gyp ,QO,p ! / 6'. 6' /iQ© T S Al \ -- - H.l.& P. Overhead - IA- ,ADJU51 M H :r 6�ti 9�F F� `� / , \R \� a S/Q \ .. RIM F1,USR < c FS �p ,o s+ B G, S� ; / rr O,Q ��/.q CpN " Exist. w.v. �o c . ' ' yyl� .PST, �'9 o ABANDON EXIST. 8' SAN, SEWER. O y c // \ y,' r 'J r iQ �', </rS C \ CONNECT 8 PUBLIC WATER LINE San. M.N. '.f •'01 • • ' PLUG' 8"SAN.. ?9i VERIFY THAT SAN. LINE CLEARS �i 9'A O,yf� =��c <<:.��o °s$ S F'�F qr A TO 0/Q�, \ TO PROP_ 8" WATER LINE `�y O s 1 T A ,p R9 TR.198.36 e, �O• r 8 . 8.J6 50 I • ¢`' . • .. • . ' BLDG_ DRILL SHAFTS, FILL WITH A ��+ / / \ � z 3 AM TO F �Y,q 8E FL286.45 Exist. 8"son. _L CEMENT GROUT, AND PLUG ENDS_ .p}" r r � r Fo qRC s M,o 1' T� \ LEGEND OF PROPOSED FACILITIES - - -. --- - ----- G �, x��� CON I 'O C TO ��0 ts� 1 - 8'X8" T.S.&V. WITH BOX 8"w FL.28s.32 < _ - . VERIFY SEWER IS ALREADY ABANDONED. ,, r s s N ---- --- - - , Q .f r z PROP. 7" CONC. DRIVEWAY. _ I W.N `�� ?9 \\ �-. DIRECTION OF SLOPE PROP SIDEWALK ACCESSIBLE Ex. F re 'CURS - . - - ' - � • r. . ` FX t - - - _ T \ RAMPS TO DRIVEWAY. 1 6' IRRG. SLV. � F� -- --- -- - -- ALTERNATE --�-- -- - 64.65 PROP. ELEVATIONS 'N ' • • • A T �: � J PROP. WATER LINE . ♦ . ,p . ' p� ° C ro eti6so� FAR 1 - 8'X90' BEND, AB 1. - . -» �`L �. '. ' ;�P+xsT s, . ', 2oUC 8° �0629 9 �s �z. �p �ti er V,-, - 4 \IT PROP. GRATE do STM. LINE rn ^ o • ♦ 6'sti ? ' N GO. / \ '0 c,. 7 �s FR �T " -1 v � , O P , .. / / t'F "W po6bs S T A 27'09'28" N PROP. SANITARY SEWER G • h w • , • • J. \ C R= 560.00' `* �.� l o � IN ♦ O. ," -9 , ,r, 'P \ . ' • / 3 0� CHORD= 262.96' o, JAG A w�• B . ' • O •G 0 5 / / \ °�2 �� CHORD BEARING = N 18.37*44" W y PROP. SIDEWALK TO �' ti `� • " - J s MATCH EXISTING WALK. N o � 0o ���9 ss - s o !P \-) 61. �-k qV ,,q. • 6 �� (/ s F.G. FINISHED GRADE �o ?� G+co op ssao o �,Q ti Q ���'� ti `y. 0J 00� ' . XQ . • . ' o �Q`q` / / / Q 3' r �' . o, •o Q o� \ \� ��� Tr - + / ,o/ o• c3 , ` F.F. FINISHED FLOOR PROP_ DOWEL CURB ON ' O�" 1.2 V �`I` '�' P Q `< � ),� • . '• y � I CO'L�O / ; �13Q;-2 ---- _- EXIST. M.H. ' EXIST_ GUTTER PER C_0_C.S. `rA °'f'� ° �o Q �' � r c '° TC I 2 $' W-L BY TR.310.32 F.L. FLOWLINE 6'�•LJr ,n !y '� �G Q• �� �0 ' / ; C -S0� O ROp P.U. 7HERS MATCH STREET. CURB. !, .yr 0". 4,p� � V111: o�� �, i 4, i' 'oG % o, 6 0 ,>' c� 20' E. G. GUTTER v, ? i O JP O. , •. .i st. �. �l 2S NC % Exist. 6' Water Line 06 s�s,o, �o '►,Sy��o ��> c, QPe �,'�Az_1 ' 4. � �R1G. . • / A \ I � �Mp w 151/ /Ck * Exist. und9r. Tel. T.G. TOP OF GRATE `' O `Tq �ii 0+'F :P Nq` C� • ' . ' . ' . ' . ' . ' / , I 8 a r �i� to �i rC 3Qg SIDEWALK Cable Si n -t `t/A`9`j'P_ J " IN 0, t4j • . �� +X� �3p S 3' C.30 ]g BY OTHERS t 9 , !F ©�' 1J ,��1 j\ I / / qJ � �S• C .11 r 8 68 con o Exist. Fire Hydrant T.C. TOP OF CURB ~ �P �� i ' / i' / I A I \ " CAT BF O W TC.310.14 TC.310.55 $ op{ o ' O.c� �o o �. 1 A- / + / �,G' 'QO 8+ F V,q �0 m LO G.309.64 TC,31 .5 no +1, T.P. TOP OF PAVEMENT ��G O��QC, � ' .'41 ; • / ,% �, GT . . - xs, T < .�� NGMIRE �� T.W.O� eo`1 �� �d• / /\13 / \ , #O 6" .61 . F,r I B s'• - Q CU PROP. ASPy. pV D' •' TOP OF WALK n v, �� i FN . , I /� . ' . ' . ' _ Q., c0 �- C-O Mil an /RR 3 RB AND GUTTERSM7 WITH EXIST. EDGE LO T.S. TOP OF SLAB _ ��61 NGMIRE DR �� ��41 �� �.' •' / - ry q'^ a rn'^ V R J'* ' �1 a • ' . .. .. . . - - ,Pv O G 3Q8.6 8 n • t O G, TC os 1 BY orHeRs OF PVMT. + O �F. O /! `A / / + ` - . '/ ALTERNATE TC.310.14 TC.310.55 � o 2 = SIDEWALK BY OTHERS �� o BENCH MARK: G.P.S ELEV. 279.43 FEET �OQ` �, ��@ -?_ ,/ - _ � l • . • . ' • . ' 6' � FiVc jDSr U •N. . G.309.54 G.310.05 �, ,w / .c� C R p`�� Q1 F`� J� ,' �' �-� / �� ! s' oS(/,P `� '�rERNgr +"' ALUMINUM CAP SET IN CONC. STAMPED COLLEGE STATION O �PGG+\� / _?/ / %/ • ' • •• ' �%� ohs AR �'`� 6" IRRG. If LONGMI 8" PUg tC io MON. 131, 1994. (NGVD 1929 MEAN SEA LEVEL DATUM). ' �Q`. \ .�,: • . .. * \ 1 ?" l • . , • . , • . ' . ��,,,, is ' 6* ti • ' ' W,� WAreR o ALTERNATE LOCATED SOUTH OF COLLEGE STATION, 250' t WEST OF .c, .. ti' o q ,; / l / '� o A SLV. . 2. NOT ��NE \ \- � , ,.. �• / ll , / �/ ) L _____IN p 20' P.U.E. IF LONGMIRE W.L. IS NOT IN PLACE, THE INTERSECTION OF EAGLE AVE. AND THE SOUTH ACCESS \. \- 1 Q`_ •� 'Q ' ' `' , CZ / • . • • ' ` � i " CONNECT 8" PUBLIC WATER LINE ROAD OF STATE HWY. 6 AND 46' SOUTH OF THE CENTER J o - I/ 6, •� n 6 i C RB 16 CURB I RB . I �IR O� OQ• �K' �Qt� I l l � • . ' . '. ' • '. ' % ♦T J,'O•p R ( F •i I I - - TO EXIST. 24" WATER UNE LINE OF THE ACCESS ROAD AND BEING 0.70 MILE FROM THE Al \, �� O`� G�' `� O c\ / + /C'G •� F O,p qr _- j~rB,Nv �PVtutfi j- 5 C NC T INTERSECTION OF ROCK PRAIRIE AND SAID ACCESS ROAD. QM \ . . k� Q r . � � / So,o / C'O 'QB ���� �l�, �, 0) I I 1. 1. I 1 - 24"X8" T.S.&V_ WITH BOX /�. o " _ . ri _ % / ?� F DELETED 2 W.M., 2 W.L. �� '.' •. •/ s+ / ! � 6 •s0 • !y ".-FIRE HYDRANT LEAD' PROP. 6" CO PVMT. _- LL1 T.B.M. N0. 1 (555/18): ELEv 309.64 ._ . j �-�.-" / / 'l� l' I 1O W.L ESMT: - MOST SOUTHERLY BOLL ON TOP FLANGE OF FIRE HYDRANT ANO STREET BORE. ' \ _ _, ' • . ' ' . ' ' • . ' • . 'F r� T . `� I ( / �' / / 'Q f2 I _ L� LOCATED 260'f SOUTHERLY FROM ROCK PRAIRIE SOUTHERLY a �� a � � RB / ti / �Q ^+ �^ I 1 �. `L / / \.- - 6. .E. AND 20 WEST 01 STATE F,WY. NN N �N I I of pe •'.' • / / '113 ,i 11 PROP_ SAN_ M_H_ 10" j --m R 0 ESTLIR.O.W80LI E. W / / j( ) . q� / / / I/ 'OL / / Q K.O. URB ll Z) � � NI - /' 0 . - / � A ' '. •'� 77 1� 8'FL.299.28.28 1 - FIRE HYDRANT 4' BURY U o 0- / )' ELEV. 300.50 FEET I PROP. 7" CONC. DRIVEWAY. ' � y � _ PROP_ SIDEWALK ACCESSIBLE o �10 I I r~ MOST SOUTHERLY BOLT ON (OP FLANGE OF FIR' HYDRANT / O 0 T.B.M.T B M NO 2 555 19 w o 6' IRRG. SLV. \� + Ci �I = w/ /' • , • • ' �,. �' �� 2' WATER SERVICE LINE 1 - 6' GATE VALVE MJ W�BOXJ 3 a I RE RAMPS TO DRIVEWAY. n n _ _ I ( / / 4' 4` /- = v i LOCATED ALONG BIRMINGHAM SOUTH R.O.N. LINE (60 R.O.W.) N a N o^, I I O' �. ' . ' . ' / �� . / �` � / l 00 . / i ' , ,*• �e 5"X " W ESM _ .. a- ry Y .h AND 623' t WEST FROM THE WESTERLY R.O.W. LINE OF l l I l Il 'l. 0 �i 'Ni 6'C B J �' �7 `_= cp 3 / V' / C Q ; �O OQ I U W STATE HIGHWAY 6 . BEGIN = ' y / L / /_. / l / / / / 4� / i / / 6`, �o �i- ��,0 0J�' 1 - 8'X2' TEE. AB: - 2' GV & B TWO 6' SLEEVES T O PROP. 18" - �? / / I -I0 - / / . w' / s, ,�iG Q �� �, , t - 2' PLUG W/C OR UTILITIES -�- - /�/ h ® U L.L. BLOCK 2 PVMT_ FTG } - . • . . • Q� �+� I I �? f l / • .: 0 6 1 WITH CUR \ l �. c, rL6 z ' PROP. 8' PUBLIC WATER LINE + o o m - 0\ ' I , g�� 1. - D. IN 20' W.L ESMT. BELMONT PL 1 `o ' r I o / / � / / / oy 5� �b I m i m 00 00 c m c V �o G / ! �,%/ / /,/ / / t / / ! / , / qa Q� v tc�p I PAD C = z Q h L - - o ,, h\..' / / / / / I / � �G. 1' - "X45' BEND, AB / E9 ��� -r� o U r_C2 `� t ' LZ ERR % t / c F,� F ® ___ 5 R.0 W. DEDICA N PER LO. Q v - - _ / 2 8 T S / c+ `, ` Y SEE SHT. C-3 FOR K.O. CURB DETAIL. O is r - / 6 7 / E MJ / / �p� v BALL SUBDIVISION E P = E y 0. `° \, .PLAT. ' . . • ... / . \RAG' 2 ! ' G/C !VALVE MJ, W�BOX / / / OQ . �6Q1' j cG� . ' '. • 1 - FIRE HYDRANT, 4' BURY p I I � a 95' R.O.W. (,t} t 0 / / 6 �.I . I l r �. / / B • . I 1 - 6" GATE VALVE, MJ BOX . I - CONNECT PROP. 6" FIRE HYDRANT h a a / / 5 / / f �' / ` / a N OLD 80 R.O.W. LEAD TO EXIST. 8" WATER LINE. � N Z , N 00 ' '. ' - '. • • . i � / / i / I l / - 8 cA V VE, MJ, W\BOX o " ---- / /- » i NN i:� N RETAIL ; ,' ; / " SLVE , ,'R>INX\Wr� LIC TER E!,2 /- "" M �;HYDRANT, 4 BURY ti 6 � - _ // / / 6 \RRG � / I __ / 1 - 8 X8 TEE, MJ " r �, 1- 8"X6" T.S.&V. WITH BOX BLDG. A � l J t l l I 1- 8" PLUG W CLAMP 4 SLEEVE . . / _, l_ J l I X -- __ ' . ' . ' / -..__ /' - -FUTURE WATER -FIRE LINE FOR ELEC_ --- F.F.301.00 • . • • . /,o/ % / . ♦-� , •IRRG.'sur. 1 � N ® - • •. •.'•.' / ! f �I . .. .. .••.••..•..••. .. � c,_ m - - .. . ' . ' �O'o / w�� �'r'. / `L°` / O P. SAN_ H. �J' PROP. • 7�ONC, PVMT. • . ' 0' ACCESS 'ESMY: . ' . ' ♦•♦ 1-o- o v r o REFER TO M.E.P. DWGS FOR PROP_ 8' FIRE UNE. • .' • ' / / z�/ G• 298_ °' . . ' - • �' U "' �6 n , LOCATION AND TYPE OF BACKFLOW IN 10' W.L ESMT. z r' / 1 / / / . ' PREVENTOR IN SLOG. EASEMENT_ z.. �� s 00 / / yo ! �; ��� l I l /, l ®� e`er �' �.G J� 1 ' ' PROP .FIRE ' :•PRQP. • 7 CQNC.: PVMT: • :: ♦ ( + / �.. 0 Street Sign . //%'G . / i / / I I1 oa CONNECT PROP. 8" WATER _ FIRE DEFT. CONN. -"my . -I-- - ' '• c �' _ / '� / �0 5" C C. . 1.r 3Q8.s�.-'------- -. ' i 0�, �C, l / f Oh �c S� �; I ; / '+ G i I c. Q8. 1.2 .:- _. - - - FIRE LINE TO EXIST. 8 W.L. i _ 1 .. l I- l l I A so 6 C BE 30' X 40' PUBLIC 1 - 8"X8" T.S-&V. W BOX v PROP. 2" WATER `O -f A.§ / ► 1 ' ' /I '.V l / 1 j 001 �� _ 179 r� ' • - 308.54 EXISTING DRIVEWAY IN STREET '. BORE 45 LF_ ' f ,p .o j� ��_� +O y� ,O r I / N U L I TC� 06.9 -- - 307.37 ACCESS EASEMENT --a-SERVICE LINE, Q_ ♦ � I~ l � i / m , �j z 308.11 I R.O.W. TO REMAIN IN PLACE. OF 8" W.L -t--- ---- . • - '$ cp q- / / " - -_ G. 05.98 i - I- y Access £o a ent O .' / / �• s+ / S, = t,t OU TC.3 29 I J07. � 15, 8 din TC.308.08 :� c G 3D .3J 306.99 a Uns i �. ' CONNECT PROP. 2 WATER SAN. C.O. .l r1 1 ♦ �o .. 0 / q �� O I / / / � ' � f - rn = V unr r Eo em vorr ie vrath� G. - I I I v_ -555. Py. 373 G.30765 �' X[9(' TC.309. 5 v o LINE TO PROPOSED 8' WA, - - 6 N. FL-295.00 `-�J - ♦ �j �' �/ l 0.), / ! / r- ...apI z Ex. E/ec1 ? nsr^ od- j- - -- --' -�- o 6 IRRG.-+� C - . / 7 C - _ 15 etd L, e - - ^ � 1 - 2' WATER METER W BOX �, o , ♦ �F x / / / / Z o I ( 9 P - - -- ° - I / ( PROP. SC ISLANDS. 6 - ° - - " + GENERAL NOTES: N - 6 E. FL291.32 \\ I I a . '--_-_t_- c.3o8.32 T 1 - 8"X2" TEE. AS \ h V. N t- StV: - / ,� / / o ® - -I I -- TaJ6',a.7T -- - - V � �, 0) N U- o to P P. LANDSCAPE ISLAN PROP_ SAWCUT LINE %-- 1 - 2' X 90' BEND o! N °'ti 92 LF. 6" P_V.C. . �j f1" - • F �� / 6" I R 6' RG. L� o BREAKOUT AND REMOVE PVMT. `` 4 + hci SAN. AT 1.007. Q _ -© a-_.__ ! 1. PROPOSED PUBLIC WATER LINE AND FIRE HYDRANTS ON -SITE 6' IRRG_ 5 V. 6" IRRG. SLV_ SL / LV• DOWEL CURB AROUND ISLAND NEW R.O.W. L N �� I TO BE INSTALLED AND TESTED WITHIN 60 DAYS AFTER THE . • - �- - - - - - - - - - - - - . �"t d TG.305.18 PERIMETER. REMOVE CURB FOR 15' R.O.W. DE ICA ION 6 IRRG. SLV. b IL' • • --- rri � �� . . -� oo - PROP. DRIVE CONNECTION_ , ----------- 0.072 ACRES START OF CONSTRUCTION. PROP_ 7 CONC_ DRIVEWAY. { 1 O'X35 - IRRG' 1.I ", I• I - - LV' P 0 1?' %,� .... , / �/�JT/��/ i 2. REFER TO ARCHITECTURAL DIMENSION PLAN TO STAKE OUT PROP. SIDEWALK ACCESSIBLE 60' R.O.W. - W.L ESMT,_ , / . ' / PRO 6' . C NC. 1... ( �. ; °� PROP_ EXP. JOINT_ ���� I THE SITE E EXIST R.O.W LINE . �1-� /{ __ CONTRACTOR TO VERIFY THAT THE EXISTING SANITARY SEWER RAMPS TO DRIVEWAY. I I . . . -- . I 16 IR SLV. _: � � CO I I o P-5 CONC. PVM� / a 3 Ex. Son. M.H_ J • m U .. �- i - -Z _ 'I 15' Ut;Pty Eoxment BLOCK 1 ;;I x °. UNDER THE KROGER BUILDING THAT IS TO BE GROUTED IS r.R.297.02 I l� � O-. .. _ _- I N I Vol' 2861, Pg. 60 t/ /� Tc.307. I ALREADY ABANDONED. 8 E. FL28.8 .0 V --FIRE-HYDRANT, �- - - » ® ® I " - » _ _ N - - (/ ZONE C-2 4. COORDINATE IRRIGATION SLEEVES WITH LANDSCAPE PLANS. 8'w FL.289.87 ' I - ci " PROP. SAN_ M.H_ 1 - 2 PUG WITH CLAMP I I '- / 1.43 ACRES a s. FL289.s7 z CONNECT 6 P.V.C. SAN. 1 FIRE HYDRANT 4' BURY 5. REFER TO LANDSCAPE PLANS FOR IRRIGATION METER AND O ra-P-ROP. 2 W. F R NTURE 2 W_M, 8 FL 297,48 � o ✓ Exist. s",Son. = TO EXIST. SAN. M.H. 1 _- 6»GATE-VALVE, MJ. BO - / • t', I 6' FL297.48 --- t�'',_� EXIST. BANK N.I.C. --- DOUBLE CHECK BACKFLOW PREVENTION DEVICE. - - (0 6"W. FL290.40 Al _- 1 - 8 X6 TEE, MJ o ' - - ---- 50 LF. 6" SAN. AT _BURY i ���' I j Fre rant y " " 0.70% PLUG END. 1 - 6'RGATE VA�LVE, MJ W BOX 1 �-1 '� .-� q, COLLEGE STATION _ %- d t =8 X45=BEND, AS - - 1 - x245*BEND, AS I � I i � _� CITY LIMITS LINE z o .: ----- - - 6' FL297.83 I / o 24'FL 291.87 1 s i 11i r �' ; PROP. 18 -cr- _ L ITH CLAM / //////i ////�%/ J w'.'. .' 1 - & B 45 6[:=' SAN. AT j BREAKOUT AND REMOVE / % -- - I. PVMT. FTG. _ 6" IRRG. SLV. - N FUTURE PAD E F ,n � EXIST. PVMT. DOWEL / n i / 1 1 --- '� `I. -,�-. N . / • .o - I ® 0.709: PLUG END - CURB AROUND ISLAND / �- g� s ° CONNECT PROP. 8 WATER WITH 6"CUR �0 __ I -� � 1 0 to N T EXIST. W.L. co,� . ® F 6 F 298.82 �- i I PERIMETER. ;/ / �� - _, o v LIE O EXs . s L • .I., . UTURE PAD D ROP. its LF. 8 P.V.C. SDR26 / » J 'a 6-�UR ! 6" I G. / - - YLON • . � ^. ' (PR 160) SAN. SWR. AT 0.44% I r I / ,N I I € " r ; J - - 8"X8 T.S.&V. 4V�BOX BORE 45 LF. , , 5 NCO, C. RR SIGN • , . , - I �_ _ a I fa >% �, € OSBORN &VANE ARCHITECTS OF 8 W.L �, -(- t- _ j-L J I I 0 \ � ! �I /I I � I T-1 1 �i . - m a• m _ �i ❑ i ° 1 - .,, /00 F o - PROP. SAN. M.H. i + 306. r 1 I PRQP. DRIVEWAY CONNECTION. �- m' j C' ' v ON EXIST. 8" SAN. 304.65 PRO . 8" . PUBLIC. ,WATER LINE IN 20' W:L ESMT, _ TWO 6 SLEEVES " REMOVE EXIST_ CURB. MEET EXIST. �- P w (0 2000 Bering Drive, Suite 410 END 18' ;_ Ex. Achor P.P. 6 . • • . , 6 TOP RIM 303.10 _ 1 1 PROP. 5 CONC. h -PROP. , CON 1 sr.-xYrr T FOR UTILITIES ELEV'S. PROP. EXP. JOINT. 15 x 1s' h EIouston, Texas 77007 PVMT. FIG. (. .. �... T.R.299.53 I .r ' I 6_ S. 7.00 I I Ifl,WE� 1 1 X. gon. M.H. e p4 33 UrILITY W WITH 6"CUR I I I 1� 1, 8 - 8 N. 293.22-J' � fir' 6" IRRG. SLV. - 20' u.E. 6" CURB 8- . FL2916. - I--11 i I 3g3ga d5 - _re drop 713 781 5Z6� 93 Y i5' Bu7dn Line EASEMENT 296.9 195.5 I ( " Cfl�- I, San._-. -� v Lmrrrrr•r ram- + E 1st. 6 ��8"S. 292.63� T r - - 8'L296. 2t 2 U LITY EAI B N, 298i08 04.75 1 ] LR.305,86 - --_ ITT --�I- -r _ _ _._ ! _ i I�' +-- 3os.7 _ r - _ - I \ Fay 7I3 781 5347 irJ CO ONC. _ � --'r Lr r �t? • .. _ r-r--r---t -t �- I-! S. I297 97 - 6 NW ?98.8-1 Iq'^ a S v, S n _.1 6' UR -r URB __ - r �s Line - FTT x,s . r.F. " -T-- �- --- ---- -- �- -- h �* Lone Sto t r ; , rrrr. �; _-- URB CURB ® ! ° S' 29853� °>' L:�20' utiNry Eos.ment - ° Ex. WL. M.H. ifernbers _lmerican Institute of architects ° �, v, 0,�t N. U• �.. 6' PV.C. _----- rr r ---- - --- - CURB °° S2 -� .. -I W.V �!N cw NO E:�- an' M --- 20 P_ Line -r Exist. - Line __ --- i ryr t' --- - - =s---------- - - - Sor Exist. 2 _ Wat - TC.299.72 - _ --- - - - -'' s . - - - Ex. P.P, d U h •- ° r, U � c i T. 16 Exi - 8_. --n " 4 -_ �- Ex. Und rd. Tel. Exist. M.N. - - - - - - -- - - - - - - + FL 291 Les TC.298-78 g - - - - - - _ - -- -- _ � o r --I `I xlst.- 2 o er ,ne I o• G. 299.33 "`-` - -- -- - - Sr �� - T.E. Tel. Cob Coble Sign LR299.10 G. J01. 7 ---- ----- ----------------_-------- --- �: x .- -- Undgr. G- G.298.34 G.300.54 Exist, 24' Water Line " +T�,304.07 - �- - ----- - - - - _ - - -- - _ _ - - - C.301.67 TC.303.12 o�i - - - 62 Exist• +299.32 g tz3o2.ss CONNECT 6 SAN. LINE TC.305.25------------------------------_---_-- - =-' J P97. 298.34 STATE HIGHWAY 6 WEST FRONTAGE ROAD Exist. Und r. G.T.E. Tel. Cables G303.62 G.304.66 F FH ( Exst. 11" Wafer Lane w Valve -- 7G. G304.79 _ -- - 301.67 - Exist. Und rd. G. T. E Tel. Lines ROCK PRAIRIE CROSSING Gas _ __-.� __ .-_� G.297.21 + + +3o2.s4 0 EXIST. SAN. M.H. 9 Exist. 35' Wide Asph. Pvmt, 6 FL.298.50 �' 303.70 304.56 + Star - - _�299.09 ,one. 295.4 a xis ' -}- 298.14 ____-__------ 300.38 300.75 Exist. P"V.C. Line - - 7C•� 5 65 + ----- ice. 301. 10 301.41 ---- Gos M.N• � Pvmt.___ 302.27 302.60 - Exist. Slab G.29 Edge `- W e Asph. Conc- PROP_ CONC_ DRIVEWAY. \ - � 303.37 304 33+ _ SHOPPING CENTER TC 294.89 T.R-296.38 295.83 + REFER TO ARCH_ DWGS_ FOR A \ 296.92 STAMPED GONG. AT ENTRY. \ ��� �- -- STATE HIGHWAY 6 AND ROCK PRAIRIE 295'55 ---' 300.00 `'� + NOTES: \ � COLLEGE STATION, TEXAS 299.37 1 PROPOSED ON SITE PUBUC WATER UNE AND FIRE HYDRANTS TO BE Edge Asph. Pvmt CONSTRUCTED PER CITY OF COLLEGE STATION APPROVED PLAN -PROFILE Q DRAWINGS AND INSTALLED AND TESTED WITHIN 60 DAYS AFTER BEGINNING pitch � - - CONSTRUCTION OF SITE WORK. E `�- THE EXTENSION OF LONGMIRE DRIVE (70' R.O.W.) BETWEEN ROCK PRAIRIE AND BIRMINGHAM TO BE PER CITY OF COLLEGE STATION APPROVED PLAN SIoPe PROFILE DRAWINGS BY MUNICIPAL DEVELOPMENT GROUP. THESE PLANS CIVIL PLANS ToP INCLUDESTREET PAVEMENT, SIDEWALKS, STORM SEWER, WATER LINE, ECT. WATER, SANITARY, AND PAVING _ REVISIONS: PROP. DEVELOPMENT OF 12.47 AC. OUT OF 27.50 AC., L.O. BALL SUBDIVISION 7-07-99: DELETED ALTERNATE A-1 AND ADDED KNOCK -OFF CURBS AT PADS PHASE 2, BLOCK 1, AND BEING IN THE ROBERT STEVENSON LEAGUE, A-54. Top Slope --- �-1 Q C D AND E. DELETED THREE 2" W.L. STREET BORES, ONE 2" W.M., AND TWO WATER METER VAULTS. REVISED PVMT. LAYOUT A.T VARIOUS LOCATIONS, 30' ACCESS COLLEGE STATION, BRAZOS COUNTY, TEXAS ESMT, AND 20' W.L. ESMT. RELOCATED FIRE HYDRANTS. ADDED WATER METER ESMTS TO PADS. ADDED FIRE DEPT. CONNECTIONS. ,_40 � � s„ �, Project No. ___"___� ®8-31-99: REVISED KROGER BUILDING FOOTPRINT AS PER ARCH.CLR ',i Drawn Exist. Toe Slope � 288.1 / fit. L 11-1-99: REVISED PAD'S C, D 8c`E AS PER ARCH. ADDED 2" Gv & B'S ' �xr. t Checked - --- 5 X3' Box Culvert /' ______� � Exist. Ditch Box FL. /' r . PER RFI 5. _ - rl l'`sl,.,t! M. s� �Y N._^1_0%__^,_^_����I � _- 284.59 Cobourn Linseisen & Ratcliff Inc. ; � � r1ls 5, 04�. -- -'i Exist. Toe S/off --_-j 287.0 ____ ~ f�i �' ,t,- _ � n ` f r T 'W > x' - . I .. Ciril Engineer Architects •Surveyor Planners' Exist. L Ditch -, _ >,i•...:'_°" t'+1k� _- fir__ 13100 Northwest Frey, Suite 500, Hoeston, Tens 77040 �4ti`h,#r ----- -^ `�� Phone: (713) 462-0993 Fu: (713) 462-2732 �"'''''`� � � 111 _�-�- ' Exist. Nigh Bank _ � ON RAMP TEXAS STATE HIGHWAY 6 F741 __ _ - SOUTH MAIN LANES ENGR: C.L.R. SCALE: 1 "=40` DONE: R. SALINAS DATE: APRIL 1999 � � � i � Sheet No. / l - n -_-__-_-_--- --� Exist. Edge Pvmt. _.__-�-----��--_ CLR. 98-057 �00 1 \�U NOTES: 1. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED- 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED • • .• ��� FOR A COMBINED ADJUSTMENT HEIGHT OF AT 1L LEAST 12'. THE TOTAL HEIGHT OF THE ' ADJUSTMENT RINGS SHALL NOT EXCEED • ' • V-6'. 010( 3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING • 12'-0" SHALL BE DETERMINED TO MEET LOADING 0 . CONDITIONS. MIN THICKNESS 5'. C,4 A A 4. MANHOLE DROP AND INTERSECTING PIPES SHALL / BE INSTALLED ONLY WHEN CALLED FOR IN PLAN 00 AND PROFILE DRAWING. a •' /�1 5. SEAT MANHOLE FRAME IN SEALANT PER a • COH STANDARD SPECIFICATION . • RESILIENT . CONNECTOR TYP 6. ECCENTRIC PRECAST CONCRETE MANHOLE • • MAY BE USED. -0" MIN ~ 1-/FT MIN SLOPE 7. OMIT CEMENT MORTAR WHEN MANHOLE IS (TYP) LOCATED IN PAVED AREAS. 8. MIN REINFORCING IN THE PRECAST CONCRETE BASE SHALL BE N 5 0 8 EW. FOUNDATION PLAN 9. PROVIDE BACKFILL TO MATCH ADJACENT PIPE TRENCH BACKFILL PER COCS STANDARD SPECIFICATION. 32" DIA STANDARD MANHOLE FRAME AND COVER SEE C.C.S. STANDARD DETAIL c� z a a 0 W J o a W W v N V) z W z a > a cc 0 W J a W N 0 0 t` rn t\ 0 r` 0 0 �r I I 3 v U 0 0 I r` u� 0 00 0) U 0 v" z LLI _J L_ 4'-0" DIA CEMENT - MORTAR (NOTE 7) IDENTICAL PRECAST CONCRETE BASE SECTION PRECAST OR PREMIX CONCRETE INVERT RESILIENT CONNECTOR (TYP) I-.vFc -.tea a• -t.:l 6" FOUNDATION MATERIAL AS PER PROVIDE 6" BASE COCS STANDARD SPECIFICATION EXTENSION FOR ALL DEPTHS FROM MANHOLE SECTION COVER TO INVERT A GREATEN TF-A 15 FT SEE NOTE 5 ADJUSTMENT RINGS TO BE COMBINED AS NECESSARY (NOTE 2) AND SEALED WITH APPROVED SEALANT MANHOLE SANITARY SEWER 4'-0" DIA PRECAST CONCRETE 1 x1 REMOVABLE WOOD (PINE) STRIP TOOL 1/4" RADIUS REFER TO ARCH. DWGS. FOR ON BOTH SIDES ALTERNATE A-3 FOR JOINT SEALER. JOINT SEALER 3/4" REDWOOD BOARD CONSTF''�"�""" PROP. CONC. PVMT., - EXPANSION JOINT PROP. SMOOTH BAR-� • • EXPANSION SLEEVE • • 2" CLEAR CONTRACTOR TO USE SHEP-LOAD STANDARD SIZE LOAD TRANSFER UNIT (OR EQUAL) AT 18"f CENTERS SHEP-LOAD ECONO LOAD (3/4"X18") PAVEMENT LOAD TRANSFER DEVICE AT EXPANSION JOINT N.T.S. 45' BEND FITTING REFER TO CONCRETE PAVEMENT AND CURB DETAIL FOR PAVEMENT THICKNESS, REINFORCEMENT, AND AND SUBGRADE PREPARATION. 6" CURB jj NO.4 X 14" BARS e NO. 4 REBAR in AT 12" CENTER SMOOTH FINISH 18 EXPOSED SURFACE �r---- -- -- Is I NO. 4 REBARS FINISHED 0 GRADE NO. 4 REBARS AT 12" CENTERS �•� 2" CLEAR NO. 4 LONGT. REBARS TYPICAL LIN 6" 6' SEE SHEET C-1 FOR LIMITS OF FOOTING. PROP. PAVEMENT WITH 18" FOOTING N.T.S. 66" , CURB EXPANSION JOINT TO BE PREFORMED CONCRETE CURB TERDING VA S (MAX.). JOINT AT 2o' INTERVALS W R-3" CONTINUOUS FINISHED NO. 4 BARS -GRADE o� POLYETHYLENE SEPERATOR 3" (6 MIL) BETWEEN PVMT. AND CURB. SMOOTH FINISH 0. 4 L BARS 10" 017-N AT 18" C.C. NO. 4 L BARS REFER TO "CONCRETE PAVEMENT & CURB" DETAIL THIS TYPICALLY SPACE L BARS AT TYP ICA SHEET FOR SUBGRADE AND PAVEMENT REQUIREMENTS. AT CENTERS. SPACE L BARS 18'FOR CURB RADII OF 10' OR LESS REFER TO SHEET C-2 FOR LIMITS OF KNOCK -OFF AT 10" CENTERS. CURB (TO BE REFERED TO AS K.O. CURB) (PART OF BASE BID) 0 KNOCK -OFF CONCRETE CURB N-T.S. TOP OF PAVING OR FINISHED GRADE CLEANOUT WITH HEAVY DUTY METAL COVER SET FLUSH WITH GRADE EXTENSION - SAME SIZE AND MATERIAL AS SEWER. IN PAVED AREAS, BACKFILL WITH CEMENT -STABILIZED BACKFILL. CONCRETE BLOCKING 45' WYE FITTING CLEANOUT N.T.S. LAP 18" JOINT SEALER 1/4" RADIUS FOR GENERAL NOTES: TOOL JOINT 1. SITE PLAN FURNISHED BY ARCHITECT. 7 2. CONTRACTOR TO NOTIFY THE FOLLOWING UNDERGROUND UTILITY ENTITIES 48 2 PROP. CONC. PVMT. HOURS BEFORE BEGINNING CONSTRUCTION IN RIGHTS OF WAY OR EASEMENTS: LONE STAR GAS COMPANY: 409-827-4723 • . • CITY OF COLLEGE STATION FOR ELECTRIC POWER: 409-764-3438 2" CLEAR 2" CLEAR GENERAL TELEPHONE AND ELECTRONICS: 409-776-0627 3. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS. 4. ALL WORK IN CITY STREET R.O.W. TO CONFORM TO CITY OF COLLEGE SEAL JOINT WITH BITUMINOUS MATERIAL STATION REQUIREMENTS AND SPECIFICATIONS. THE LOCATION OF CONSTRUCTION JOINTS MAY BE PER CITY OF COLLEGE STATION SPECS. 5. ALL WORK IN STATE R.O.W. TO BE PER TXDOT REQUIREMENTS AND SPECIFICATIONS. VARIED, WITH THE APPROVAL OF THE ENGINEER 6. ALL ON -SITE WORK TO CONFORM TO COLLEGE STATION REQUIREMENTS. 7. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATIONS OR FLOWLINES CONTROL JOINT OF EXISTING UTILITIES BEFORE COMMENCING CONSTRUCTION OF NEW FACILITIES. CONSTRUCTION JOINT 8. ANY CHANGES TO ALIGNMENTS OR GRADES OF PROPOSED UNDERGROUND SAWCUT OR TOOLED UTILITIES WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. N.T_S_ 9. CEMENT STABILIZED SAND USED AS BACKFILL TO HAVE A MINIMUM COMPRESSIVE N.T.S. STRENGTH OF 100 P.S.I. AT 48 HOURS. INCREASE CEMENT -SAND RATIO AS NECESSARY, BUT NOT LESS THAN THE SPECIFIED RATIO. 10. PIPE TRENCHES FOR WATER, STORM AND SANITARY LINES TO BE PER WIDTHS SHOWN ON BEDDING AND BACKFILL DETAIL TO ALLOW PLACEMENT AND COMPACTION OF BEDDING AND BACKFILL MATERIAL. 11. TRENCHES FOR DRAIN LINES, WATER SERVICE LINES, SANITARY SERVICE LINES AND APPURTENANCES UNDER AREAS TO BE PAVED TO BE BACKFILLED WITH CEMENT STABILIZED SAND AND TO BE THOROUGHLY PODDED TO CONSOLIDATION. CEMENT STABILIZED BACKFILL TO 6" ABOVE TOP OF PIPE FOR P.V.C. LINES AND TO THE SPRING LINE OF THE PIPE FOR REINF. CONC. LINES. BACKFILL ABOVE THE CEMENT STABILIZED MATERIAL WITH SELECT CLAY FILL IN 8" LIFTS (LOOSE MEASURE) AND COMPACT EACH LIFT TO 95% OF MAXIMUM CURB EXPANSION JOINT TO BE 6" 6" DRY DENSITY PER A.S.T.M. D 698. SEE DETAIL THIS SHEET. 1/2" NON -PROTRUDING PREFORMED 12. TRENCHES FOR DRAIN LINES AND OTHER UTILITIES UNDER AREAS NOT TO BE JOINT AT 20' INTERVALS (MAX.). PAVED TO BE BACKFILLED WITH SELECT EARTH MATERIAL PLACED IN LIFTS 5" CONCRETE PAVEMENT CONCRETE CURB NOT EXCEEDING 8 INCHES (LOOSE MEASURE) AND COMPACTED TO 90% PROCTOR 6" CONCRETE PAVEMENT R_3" 6"H X 6"W DENSITY PER A.S.T.M. D 698 7" CONCRETE PAVEMENT CONTINUOUS 13. EXCAVATIONS FOR INLETS OR MANHOLES IN PAVED AREAS, AND WITHIN 5' OF 3000 P.S.I. MIN. AT 28 DAYS N0. 4 BARS SUCH INLETS OR MANHOLES, TO BE BACKFILLED WITH CEMENT -STABILIZED SAND. FINISHED PERMISSIBLE GRADE 14. CONTRACTOR'S ATTENTION IS DIRECTED TO SITE GEOTECHNICAL REPORT NO. 0,\ CONST. JOINT 3„ 98-160 DATED AUGUST 1998 PROJECT PREPARED BY KENNETH E. TAND & & ASSOCIATES. NO. 4 REBARS AT 18" ----� 15. REFER TO ARCHITECTURAL AND M.E.P. DRAWINGS FOR ADDITIONAL INFORMATION. CENTERS EACH WAY 0.=LBARS (GRADE 40) AT 2" 6LR. PAVING NOTES: 1. MATERIALS AND CONSTRUCTION FOR ON -SITE PAVING TO CONFORM TO CITY OF COLLEGE STATION REQUIREMENTS. 2. REFER TO SITE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS FOR IN DEPTH TREATMENT AND REQUIREMENTS RELATING TO SITE PREPARATION, A PLACEMENT OF FILL, AND TREATMENT OF SUBGRADE AND BASE. 10" NO. 4 L BARS TYPICALLY SPACE L BARS AT REFER TO SITE GEOTECHNICAL REPORT NO. 98-160, DATED AT 18" CENTERS. SPACE L BARS AUGUST 1998, PREPARED BY KENNETH E. TAND & ASSOCIATES, INC., FOR CURB RADII OF 10 OR LESS FOR SITE CLEARING, EARTHWORK, LIME/FLY ASH SUBGRADE AT 10" CENTERS. STABILIZATION, COMPACTION, AND OTHER SUBGRADE AND PAVEMENT REQUIREMENTS. NOTES FOR INLETS: 1. GRATES AND FRAMES FOR INLETS TO BE HEAVY DUTY, VULCAN FOUNDRY (TEL, 1 -800-MANHOLE) OR APPROVED EQUAL. 2. ALL INLETS TO BE CAST -IN -PLACE. IN UNPAVED AREAS, POUR INLET WALLS TO TOP OF GRATE. 3. INLETS TO BE OF REINFORCED CONCRETE OR IF PRECAST, THE PRECAST DESIGN TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 4. INLETS MAY BE CONSTRUCTED OF BRICK MEETING A.S.T.M. SPECIFICATION C-32, GRADE NA. BRICK INLET WALLS TO BE A MINIMUM THICKNESS OF 8" PLASTER INSIDE FACES OF WALLS WITH 1/2" MORTAR. HEAVY DUTY FRAMES AND GRATES MAX. PIPE INTO INLET DIMENSIONS C X C VULCAN FNDRY. NO. 18" & SMALLER' 30"X30" V-5732 24"_ 36"X36" V-5736 30 7- 42X42" t _ V-5742 36" f 48"X48" j V-5748 HEAVY DUTY CONC. PVMT. DUCTILE IRON GRATE CONC. PVMT. zI NO.4 L BARS AT N0. 4 BARS AT-- �� - 0-� 15" C-C MAX. 12" C-C MAX. h w 6" i D --�� 18" - DRAIN LINE (� L BARS 6+ - INLET DETAIL N.T.S. 3'-0" TYP. 4" LONGT. STEEL 1/4" RADIUS -�` 4-50" NO. 3 REBARS- COMPACTED -�- SUBGRADE TRANSVERSE STEEL NO. 3" REBARS AT NOTES: 24" CENTER (MAX) 1. 6x6 - W2.9xW2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU OF THE REINFORCING BARS. 2. MAXIMUM SPACING FOR EXPANSION JOINT TO BE 40'. 3. fc' = 3,000 PSI AND fy = 60,000 PSI CONCRETE FLUME N.T.S. �6" 13 NO. 4 LONGT. REBAR NON -COMPACTED FILL BACK OF CURB. NOTE: WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE, DOWEL -ON 1/20 X 9" LONG BREAK -OFF EXIST. I ( DEF BARS AT 18"C-C AND SET IN 3"R• SULPHUR OR QUICK SETTING CEMENT. CONIC. PVMT. 6" I L �o _ II" BEHIND PROP. CURB "' Exist. Conc. Pvmt. s NOTE: MORTAR FINISH NOT REQ'D. WHEN Exist. Conc. Pvmt. CURB IS POURED BY A MACHINE, BUT (TO BE REMOVED) CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS. 0 DOWELED CONCRETE CURB (FOR WORK ON BANK PROPERTY) N.T.S. 3. REMOVE TREES, TREE STUMPS, AND ROOT MATS UNDER BUILDING AND PAVEMENT. AREAS. COORDINATE WITH ARCHITECT FOR TREES TO BE SAVED. 4. SUBGRADE TO BE PREPARED IN ACCORDANCE WITH CONCRETE PAVEMENT DETAIL. 5. CONCRETE FOR PAVEMENT OR CURBS TO HAVE A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI (MIN.). NO TRAFFIC ON PAVEMENT UNTIL CONCRETE REACHES 75% OF ITS DESIGN STRENGTH. 6. REINFORCING STEEL TO BE DEFORMED BARS PER A.S.T.M. A-615, GRADE 40. PER DETAIL THIS SHEET- 7. 7. SLOPE PAVEMENT UNIFORMLY BETWEEN ELEVATIONS SHOWN. ANY FIELD CHANGE TO FINISHED PAVEMENT ELEVATIONS TO MAINTAIN 0.50% (MIN.) GRADE. 8. STRIP UPPER 3" TO 4" OF VEGETATED TOP SOIL FROM AREAS TO BE PAVED. PROOF CONCRETE PAVEMENT & CURB ROLL AND REMOVE SOOTS SPOTS. SHAPE AND SCARIFY SUBGRADE A MINIMUM OF 8". MOISTURE CONDITION TO -1 TO+ 4% OF THE OPTIMUM MOISTURE CONTENT AND N.T.S_ COMPACT TO 95% OF PROCTOR DENSIT . PER ASTM D 698 jQ+► 9. STABILIZE CLAY SOILS AT THE SUBGRADE 1LEVEL WITH 8% LIME/FLY ASH (30%/70% RATIO) BY UNIT DRY WEIGHT, PER PROCEDURES IN TXDOT ITEM 265. COMPACT STABILIZED SUBGRADE TO 95% STANDARD PROCTOR DENSITY PER A.S.T.M. D698. NOTES FOR SEWERS UNDER PROPOSED PAVEMENT. 10. EXPANSION JOINT LAYOUT FOR REINFORCED CONCRETE TO BE FURNISHED BY CONTRACTOR FOR REVIEW BY ENGINEER AND IS TO COMPLY WITH THE FOLLOWING: 8" Min. / 9" Max. 7" THICKNESS OF CEMENT -STABILIZED SAND PLACED a. EXPANSION JOINTS TO TERMINATE PERPENDICULAR TO PAVEMENT EDGES. A) BEFORE PIPE IS LAID. SHAPE' SAND TO CONFORM MAXIMUM SPACING OF EXPANSION JOINTS TO BE 50' IN ONE DIRECTION. TO BOTTOM OF PIPE. MAINTAIN 4" MINIMUM THICK- Qsim- b. MAXIMUM SURFACE AREA SURROUNDED BY EXPANSION JOINTS OR PAVEMENT NESS OF SAND BELOW PIPE. EDGES TO BE 1600 SO, FT. CEMENT -STABILIZED SAND PLACED AFTER PIPE IS C. SAWED JOINTS (OR APPROVED EQUAL) TO BE USED FOR CONTROL JOINTS. g) LAID, TO BE THOROUGHLY RODDED AND BROUGHT SURFACE AREAS BORDERED BY CONTROL JOINTS, EXPANSION JOINTS AND/OR D TO SPRINGLINE OF PIPE. PAVEMENT EDGES NOT TO EXCEED 500 SQUARE FEET. P.V.C. PIPE: d. NO JOINTS OF ANY TYPE WITHIN 5' OF A PROPOSED INLET, MANHOLE, OR INITIAL BACKFILL WHEN UNDER OR WITHIN 1' OF JUNCTION BOX. C) PROPOSED PAVING OR SIDEWALK, TO BE CEMENT- e. ALL JOINTS TO BE FILLED WITH A SONNEBORN FILLER OR EQUAL. �e STABILIZED SAND, THOROUGHLY RODDED, BROUGHT TO 6" ABOVE PIPE. C) R.C.P. PIPE: STORM DRAIN NOTES: IF SECONDARY BACKFILL IS UNDER OR WITHIN 1' OF 1. MATERIALS AND CONSTRUCTION FOR STORM DRAINS AND INLETS TO CONFORM q PROPOSED OR FUTURE PAVING, BACKFILL TO BE SANDY TO CITY OF COLLEGE STATION REQUIREMENTS. CLAY PLACED IN 8" LOOSE LIFTS AND COMPACTED 2. STORM SEWERS 18" IN DIAMETER CR LARGER, OR WHERE SPECIFIED AS R.C.P., TO N.T.S BY LIFTS TO 95% OF THE STANDARD PROCTOR. BE PER A.S.T.M. C-76, CLASS III, TYPE B WALL, WITH RUBBER GASKET JOINTS. SECONDARY BACKFILL TO BE FILLED NEXT DAY AFTER 3. DRAIN LINES 15" DIAMETER AND SMALLER TO BE P.V.C. PER A.S.T.M. D 3034, PIPE INSTALLATION. SDR 26 (UNLESS NOTED OTHERWISE). P.V.C. JOINTS TO BE COMPRESSION TYPE ELASTOMERIC GASKET JOINTS. I D) P.V.C. SEOR R.C.P. PIPE:CONDARY BACKFILL 4. INLETS IN PAVED AREAS TO BE CAST -IN -PLACE OF REINFORCED CONCRETE, PROPOSED OR FUTURE PAVING, BACKFILL TO BE SANDY F SEUNDER OR WITHIN 1' BRICK, OR PRECAST CONCRETE INLETS AS APPROVED BY THE ENGINEER, WITH CLAY PLACED IN 8" LOOSE LIFTS AND COMPACTED HEAVY DUTY FRAMES AND GRATES. BY LIFTS TO 95% OF THE STANDARD PROCTOR. SECONDARY BACKFILL TO BE FILLED NEXT DAY AFTER PIPE INSTALLATION. WATER AND SANITARY NOTES: 1. MATERIAL, CONSTRUCTION, AND TESTING OF WATER AND SANITARY FACILITIES TO CONFORM TO CITY OF COLLEGE STATION (C.C.S.) REQUIREMENTS. BACKFILL FOR UTILITY TRENCHES OUTSIDE THE PROPOSED OR FUTURE PAVING 2. PRIOR TO CONSTRUCTION OF WATER LINES AND METERS IN PUBLIC RIGHTS AREAS TO BE SELECT EARTH PLACED IN 8 INCH LOOSE LIFTS AND COMPACTED OF WAY, CONTRACTOR TO CONTACT C.C.S. WATER DEPT. TO PROVIDE BOND TO 90% PROCTOR DENSITY PER ASTM D 698. AND NECESSARY INFORMATION. 3. WATER LINE AND METER CONSTRUCTION IN PUBLIC RIGHTS OF WAY TO BE REFER TO ARCHITECT DRAWING AND GEOTECHNIAL REPORT FOR BACKFILL FOR PER CITY OF COLLEGE STATION WATER DEPARTMENT SPECIFICATIONS. UTILITY TRENCHES UNDER AND WITHIN 5' OF THE BUILDING FOOTPRINT. ® 4. REFER TO M.E.P. SPECIFICATIONS FOR WATER AND SANITARY FACILITIES IN BUIL ING. WATER -FIRE LINE (OUTSIDE OF BLDG. AREA) TO BE P.V.C. PRESSURE PIPE, BEDDING & BACKFILLING DETAIL FOR SEWERS, DR-18, CLASS 200, WITH ELASTOMERIC RING GASKETS PER A.W.W.A. C 900 WATER SERVICE LINES, AND FIRE LINES INSTALL PER CITY OF COLLEGE STATION PLUMBING CODE. COORDINATE WITH FIRE DEPT. BEFORE INSTALLING FDC ON BUILDING TO ASSURE IT IS ACCESSIBLE. 6. ON -SITE WATER SERVICE LINES TO BE SCHEDULE 40 P.V.C. PIPE PER A.S.T. A - TYPICAL SIDEWALK DETAIL. 1785. INSTALL PER CITY OF COLLEGE STATION PLUMBING CODE. SLOPE: 2% MIN., 4% MAX. 7. ALL FITTINGS FOR P.V.C. PRESSURE WATER PIPE TO BE GRAY OR DUCTILE IRON EXIST. CONCRETE PER A.W.W.A. C110-87. PROVIDE THRUST BLOCKING AROUND WATER LINE FITTINGS PROPOSED CONCRETE WALK 4'-0" TYP. 2' TYP. WITH 1,500 P.S.I. CONCRETE PER C.C.S. DRAWINGS SHOWING BLOCKING, CURB AND GUTTER. MINIMUM. 3/8" PER FT. 1/4" RADIUS 8. WATER -FIRE LINE AND ALL OTHER WATER LINES TO BE STERILIZED AND PRESSURE TESTED PER C.C.S. s__�__�-- • -o 9. WATER LINES TO HAVE 4' (MINIMUM) COVER BELOW FINISHED GROUND OR TOP COMPACTED SUBGRADE -� TRANSVERSE STEEL OF PAVEMENT ELEVATIONS. Cc No. 3" REBARS AT ® 10. GATE VALVES TO CONFORM TO A.W.W.A. C500-86 FOR DOUBLE -DISC PARALLEL 24" CENTER (MAX) SEAT GATE VALVES PER C.C.S. 11. ON -SITE SANITARY SEWER SERVICE LINES TO 5' FROM BUILDING FACE TO BE P.V.C. PER A.S.T.M. D2241 & D3139, SDR 26 (WITH RUBBER GASKET JOINTS). LONGITUDINAL STEEL NO. 3 BARS INSTALL PER CITY OF COLLEGE STATION PLUMBING CODE. NOTES: 12. WATER AND SANITARY SEWER LINES MUST PASS A PRESSURE AND LEAKAGE 1. 6x6 - W2.9xW2.9 WELDED WIRE FABRIC MAY BE TEST AS SPECIFIED IN A.W.W.A. C600 STANDARDS. USED IN LIEU OF THE REINFORCING BARS. 2. MAXIMUM SPACING FOR EXPANSION JOINT TO BE 40'. 3. fc' = 3,000 PSI AND fy = 60,000 PSI SPECIAL NOTE: CONTRACTOR MUST PROVIDE TRENCH SAFETY SYSTEM CONFORMING TO OR EXCEEDING THE REQUIREMENTS OF O.S.H.A. SAFETY AND HEALTH REGULATIONS, 29 CFR PART B - CROSS -SECTIONAL VIEW OF PROPOSED DRIVEWAY CONNECTING TO STREET PAVEMENT 1926 AS PUBLISHED IN FEDERAL REGISTER VOL. 54, NO. 209, DATED OCTOBER 31, 1 SLOPE: 4% MAX. 2' 1989, AND AS REQUIRED BY THE STATE OF TEXAS STATUTES. EXIST. CONIC. CURB REMOVE EXIST. CURB. ACROSS WALK AND GUTTER. MATCH EXISTING AND GUTTER GUTTER SHAPE. : I ' ' 7" REINF. CONCRETE 3/4" BOARD EXPANSION JOINT OR 1/2" EXIST. PVMT. (SEE NOTE 2) NON-EXTRUDIMS PREFORMED JOINT REVISIONS: Q 7-07-99: REVISED VARIOUS NOTES AND DETAILS. ADDED KNOCK -OFF CURB DETAIL OSBORN & VANE ARCHITECTS .r- ' C - RAMP PUBLIC SIDEWALK TO PROPOSED CONCRETE DRIVEWAY. AND DOWEL CONCRETE CURB DETAIL. 1. FINISHED GRADE OF WHEELCHAIR RAMP TO BE GROVED LATERALLY WITH 1/4" BY 1/4" GROOVES SPACED 2 1/4" APART AND ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING AND TO PROVIDE TEXTURE. ® 8-18-99: REVISION NO. 2 2. MINIMUM CLEAR WIDTH OF WHEEL CHAIR RAMP IS 4'-0". SIDEWALK TO RAMP TO PROPOSED DRIVEWAY 2000 Bering Drive, Suite 410 AT MAXIMUM SLOPE OF ONE -INCH PER FT. Houston, Texas 77057 PROP. WALK C:�PROP. WALK 713 781 5262 PROPOSED DRIVEWAY Fax 713 781 5347 EXPANSION JOINT EXPANSION JOINT Members American Institute of Architects (SEE NOTE 4) N0. 4 REBARS BY 24" LONG (SEE NOTE 4) AT 12" CENTERS. D - PLAN VIEW OF PROPOSED DRIVEWAY AND SIDEWALK RAMPS. END CURB AT SIDEWALK R.O.W. LINE ------------------ SCORE L ROCK PRAIRIE CROSSING PROP. 4' WALK ( IA�� I �' � T fPROP. 4' WALK SHOPPING CENTER � PROP. SIDEWALK RAMP 3/4" BOARD EXPANSION JOINT OR 1/2" --END CURB AT SIDEWALK STATE HIGHWAY 6 AND ROCK PRAIRIE PROP. CURB NON -EXTRUDING PREFORMED JOINT PROP. CURB COLLEGE STATION, TEXAS PROP. EXP. JT. MAINTAIN GUTTER GRADE AND PROP. EXP. JT. MATCH EXISTING GUTTER SHAPE. SAWCUT SAWCUT REMOVE CURB AND GUTTER SECTION. EXIST. CONIC. CURB � .� EXIST. CONIC. CURB AND GUTTER. r PROP. EXPANSION JOINT WITH LOAD AND GUTTER. CIVIL PLANS TRANSFER UNITS AT EACH END. PROPOSED DEVELOPMENT OF 12.47 ACRES OUT OF L.O. BALL SUBDIVISION NOTES AND DETAILS OF PORTLAND CEMENT PER CUBICC YARD OF CONCRETE, 4 1\2" THICK, 4' MINIMUM WIDTH 1. SIDEWALK TO BE CONSTRUCTED STREET R.O.W. WHERE SHOWN PLANS WITH 5 SACKS PHASE 2, BLOCK 1, AND BEING IN THE ROBERT STEVENSON LEAGUE, A-54. C 2. DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACKS OF CEMENT COLLEGE STATION, BRAZOS COUNTY, TEXAS PER CUBIC YARD OF CONCRETE, 7" THICK FROM CURB TO PROPERTY LINE AND BE REINFORDED WITH MINIMUM 1/2" DIA. DEFORMED STEEL BARS AT 24" C-C EACH WAY WITH 10" LAPS, OR EQUIVALENT WELDED WIRE FABRIC. 3. CURB TO BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE TO MATCH STREET CURB. REFER °1 Project No. TO CITY OF COLLEGE STATION STANDARD CURB AND GUTTER DETAIL. R ; 4. 1" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT, AT INTERVALS OF 40' CLR9,_ sp Drawn MAXIMUM THROUGHOUT ENTIRE LENGTH OF SIDEWALK, WHERE NEW WALK MEETS OLD AND/OR 4p' _. ` NEW NEW DRIVEWAY. a fi; ,, ;{Ru; 1 Checked 5. 3/4" BOARD EXPANSION OR 1/2" NON -EXTRUDING PREFORMED JOINT, BETWEEN SIDEWALK AND r t y b sY CURB, AROUND FIRE HYDRANTS AND UTILITY POLES. Cobourn Linseisen & Ratcliff Inc. 6. THE AREA BETWEEN DRIVEWAY, FROM BACK OF CURB TO SIDEWALK AND FROM SIDEWALK TO THE 1 `s1t"yr RIGHT-OF-WAY LINE MAY BE CONCRETE OR DIRT. Civil Engineers Architects ■ Surveyors Planners 13100 Northwest Fwr, Suite 500, Houton, Tom 77040 CONSTRUCTION STANDARDS FOR DRIVEWAYS AND tee: (713) 462-0993 • Fax: (713) 46Z-273Z SIDEWALKS ON CURB AND GUTTER -TYPE STREETS C�3 ENGR: C.L.R. SCALE: 1 "=40' 8 �� Sheet N o . DONE: R. SALINAS DATE: APRIL 1999 CLR'. 98-057-00 \ Date Issued/Revised 5-26-991 REVIEW, PERMIT, AND PRICING 7-07-99 j REVISION NO. 1. SIDEWALK THICKNESS SIDEWALK WIDTH NUMBER OF BARS SPACING INCHES 4.5" 4' 3 21" 4.5" 5' 3 2 7" 4.5" 6' 4 22" PUBLIC UTILITY INFORMATION SHOWN HEREON IS BASED ON FIELD SURVEYS AND PLAN INFORMATION AVAILABLE TO THE ENGINEER. TO THE BEST OF THE ENGINEERS KNOWLEDGE THE INFORMATION IS COMPLETE AND CORRECT. OCCASIONALLY SOME UTILITY EXISTS WHICH FOR WHATEVER REASON IS NOT REFLECTED HEREON. TO INSURE THAT THE ENGINEER HAS ADEQUATE TIME 10 RESOLVE ANY CONFLICTS OR SURPRISES THAT MAY BE ENCOUNTERED, IT IS REQUESTED THAT THE CONTRACTOR DIG TEST TRENCHES AT THE STREET RIGHTS - OF -WAYS VERY EARLY IN THE PROJECT AND CONFIRM THAT ALL GRAVITY UTILITY LINES AS DESIGNED WILL WORK. ANY CONFLICTS THAT MAY BE ENCOUNTERED ARE TO BE REPORTED TO THE ENGINEER FOR ASSISTANCE IN RESOLVING. IT IS IMPORTANT THAT THIS TEST TRENCH BE PERFORMED WELL BEFORE THE PLUMBING CONTRACTOR CONTEMPLATES CON- STRUCTING THE UTILITY SO THAT MAXIMUM DESIGN FLEXIBILITY EXISTS IN SOLVING THE CONFLICT. FAILURE TO PERFORM THIS TEST TRENCH AS REQUESTED WILL RESULT IN LOSS OF OF CONTRACTOR RIGHTS TO CLAIM ANY EXTRAS FOR LOST TIME ON THE PROJECT. LIKEWISE SHOULD THE CONTRACTOR START LAYING THE UTILITY FROM THE HIGH END AND SUBSEQUENTLY DISCOVER A CONFLICT AT THE STREET AND HAS NOT PERFORMED THE REQUESTED TEST TRENCH, THEN IN THAT EVENT ALL EXTRA COSTS TO RESOLVE THE CONFLICT SHALL BE BORNE BY THE CONTRACTOR. 00 U O w w 96'-1 1/16" /2m eo 10 A, r� 23 '1 /4a ROCK PRAIRIE CROSSING SHOPPING CENTER SITE PLAN - 1" = 40,-0" GENERAL SITE NOTES: 1. PROVIDE HANDICAPPED SIGN AT EACH HANDICAPPED PARKING SPACE, RE: 4/451.1. LANDSCAPE AREA 2. PROVIDE HANDICAPPED PARKING SPACE SYMBOL ON PAVING AT EACH HANDICAPPED PARKING SPACE, RE: I451.1 3. ALL PARKING SPACES ARE 18'-O" DEEP UNLE55 NOTED OTHERWISE. 4. ALL PARKING SPACES ARE S'-O" WIDE FROM CENTERLINE TO CENTERLINE OF PARKING STRIPE, UNLESS NOTED OTHERWISE. 5. ANGLED PARKING SPACES TO BE 60'. 6, PROPOSED PARKING LOT STRIPING IS FOR ENTIRE SITE, STRIPES TO BE 4" WIDE, UNLESS NOTED OTHERWISE. -1. COLOR OF STRIPING, STM50L5, ARROWS SHALL BE WHITE UNLESS NOTED OTHERWISE. 8. CURB RADIUS TO BE 1'-(o" TYPICAL, UNLE55 NOTED OTHERWISE. -3 II Ii �i r t4 li �j ;f ✓r l ! i J. 1 1, AS 63' -0" 900 PARKING I `- - INE i m I a m r I m 32 ; �9: i � 2 18'• i b Mir -A_ '; rn �� - I=Si • ±yr o� U -- L_J 1 M-.111111irl-M _14+ , I. 600 PARKING I I I i I I METES AND BOUNDS DESCRIPTION OF A 12.55 ACRE TRACT ROBERT STEVENSON LEAGUE, ABSTRACT No, 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS Metes and bounds description of all that certain 12.55 acre tract or parcel of land, lying and being situated in the Robert Stevenson League, Abstract No, 54, College Station, Brazos County, Texas, and being a portion out of that same 27.50 acre tract conveyed from First American Bonk, SSB, et al, to Delmar Investments, Inc., as described by deed recorded in VOLUME 3146, PAGE 186 of the Official Records of Brazos County, Texas, said 12.55 acre tract being more particularly described as follows: BEGINNING at a chiseled "x" mark in concrete, found marking the north corner of said 27.50 acre tract and lying in the southeast right -of- way line of Rock Prairie Road. THENCE S32' 12' 28 E - 326.70 feet to a 1/2" iron rod found marking the south corner of Lot 1, Block One, L.O. Ball Memorial Subdivision, as depicted by plat recorded in VOLUME 2555, PAGE 313 of said Official Records. THENCE N 57' 47' 34" E - 200.00 feet with the southeast line of said Lot 1 to a 1/2" iron found for corner and lying in the southwest right-of-way of Texas State Highway No. 6. THENCE S 32' 12' 26" E - 455.41 feet with said right -of-way line to a TexDot standard concrete right-of- way monument found for angle point. TH S 42' 59' 35" E - 228.53 feet with said right -of-way line to a 1/2" iron rod found for corner, and being the intersection with the northwest right-of-way line of Birmingham Drive. IHLNQE S 56' 19' 13" E - 749.16 feet with right-of- way line to a 1/2" iron rod set for beginning of a curve to the right. THENCE in a nothwesterly direction 47,13 feet along the arc of said curve ( Curve data: central angle= 90' 00'00", radius = 30,00 feet, tangent = 30.00 feet, the chord bears N78' 40' 48" W - 42.43 feet), to a 1/2" iron rod set for end of said curve, and lying in the proposed northeast right-of-way line of Longmire Drive. THENCE N 33' 40' 49" W - 86.62 feet with said proposed right-of-way to a 1/2" iron rod set for beginning of a curve to the right. THENCE in a nothwesterly direction 244.84 feet along the arc of said curve ( Curve data: central angle= 28' 37' 47", radius = 490.00 feet, tangent = 125.03 feet, the chord bears N19' 21' 56" W - 242.30 feet), to a 1/2" iron rod set for end of said curve. THENCE N 05' 03' 00" W - 387.88 feet with said proposed right-of-way line to a 1/2" iron rod set for beginning of a curve to the left. d N in a nothwesterly direction 265.44 feet along the arc of said curve ( Curve data: central angle= 27' 09' 28", radius = 560,00 feet, tangent = 135.26 feet, the chord bears N18' 37' 46" W - 262.96 feet), to a 1/2" iron rod set for end of said curve. TH N 32- 12' 28" W - 43.06 feet with said proposed right -of -Way line to a 1/2" iron rod set for beginning of a curve to the right. THENCE in a nothwesterly direction 47.13 feet along the arc of said curve ( Curve data: central angle= 90' 00'00", radius = 30.00 feet, tangent = 30.00 feet, the chord bears N12' 47' 31" E - 42,43 feet), to a 1/2" iron rod set for end of said curve, and lying in in the right-of-way line of Rock Prairie Road. THENCE N 57' 47' 32" E - 216.49 feet with said right-of-way line to the PLACE OF BEGINNING and containing 12.55 acres of land.. Basis of Bearing: The monumented southwest line of L.O. Ball Memorial Subdivision, called N 32' 12' 28" W as depicted on the plat recorded in VOLUME 2555, PAGE 313. Date issued/revised 5.26.99 REVIEW, PERMIT & PRICING 7.1.99 REVISION Na 1 1 8.18.99 REVISION No. 2 2 11.01.99 REVISION No. 5 Q NOTES TO 5+4EgT 1. EXISTING DRIVE APPROACH TO REMAIN. 2. EXISTING CURB/SIDEWALK TO REMAIN. 3. PROPOSED DRIVE,: RE: CIVIL DRAWINGS. 4. CONCRETE WALK, RE: 71ASU 5. HANDICAP PARKING, RE: 1,4511 ro. SCOPE OF WORK BY OTHERS, N.I.C. 1. EXISTING CURB/SIDEWALK TO BE REMOVED, Q 2 8. DUMPSTER ENCLOSURE, RE: 11,45. SUBMIT COLOR SPECIFICATIONS TO THE CITY OF COLLEGE STATION FOR APPROVAL BEFORE INSTALLATION. 1 s. CONCRETE SIDEWALK BY OTHERS. (SIDEWALK WILL BE CONSTRUCTED WITH THE LONGMIRE DR_ EXPANSION), 10, LIGHT STANDARD, RE: 12A51.1 t ELECTRICAL DWGS, LOCATE PER PARKING STRIPES AS SHOWN UNLESS DIMENSIONED OR NOTED OTHERWISE 11, BOLLARDS, RE: 11A51,1. LOCATE CENTER OF BOLLARD e 1'-roll AWAY FROM 51DE OF BUILDING. 12. WHEELSTOP, RE: 13,451.1, 13, PYLON SIGN - BY OTHERS, RE: 15,461.1 Q 14, "TEMPORARY KNOCK -OFF CURBS" (BASE BID). RE: CIVIL DRAWINGS, 15. 3'-0" WIDE PAINTED ACCESSIBLE AISLE WITH 4" WIDE DIAGON/'ti, L STRIPING 0 24" O.G. fro. ACCESSIBLE ROUTE BHALL NOT HAVE RUNNING SLOPE GREATER THAN 1:20 ( UNLE55 RAMP AS PER TAS 4,8). NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50, A 11. STAMPED CONCRETE, RE: SPECS. SUBMIT COLOR 5PECIFICATION6 TO THE CITY OF COLLEGE STATION FOR APPROVAL BEFORE INSTALLATION. Ia. DIRECTIONAL ARROW, RE: ISA5. Q 1 le. TRAFFIC SIGN - "DO NOT ENTER" RE: 14a/A81.1 SET POST 2'-0" FROM FACE OF CURB. 20. STOP SIGN, RE: 14A81.1 SET POST 2'-0" FROM FACE OF CURB. 21. ALIGN t CENTER ACCESSIBLE AISLE WITH KROGER'S ENTRANCE RAMPS. 22, CONCRETE 51DE11IALK, RE: CIVIL DRAWINGS. A 23. 4" WIDE WHITE LANE STRIPE. 24. TYPICAL BASCART STORAGE AREA, RE: 21,451.1, 25. FUTURE PAD TO PROVIDE 0UMP5TER PER CITY OF COLLEGE STATION STANDARDS. 26, FUTURE PAD "C" CANNOT BUILD TO THE FULL 15,255 SF, UNLESS THE REQUIRED FD.C, CAN BE PROVIDED PER CITY OF COLLEGE STATION REQUIREMENTS. 21. TRAFFIC SIGN - "ONE WAY" RE: 14b/A81.1 ALIGN WITH CENTERLINE OF DRIVE AND SET 1005T 2'-0" FROM FACE OF CURB. Q 5 OSBORN & VANE ARCHITECTS-p 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects t / • r '� ' r , i A14 ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE O HWY. 6 SOUTH COLLEGE STATION, TEXAS Project No. 98167 Drawn RS Checked RV LAYOUT LAYOUT Sheet No. AS1 of RESILIENT EXP. JOINT ALTERNATE No. 3 V Li ~ICI 0 z w J Q W z W 0 z J W fn W NOTE: THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595A INTERNATIONAL SYMBOL OF ACCESSIBILITY: CENTER WITHIN SPACE ON DARK SURFACES (I.E. ASPHALT) WHITE FIGURE WITH BLUE BACKGROUND ON LIGHT SURFACES (LE, CONCRETE) BLUE FIGURE WITH BLUE BORDER TYPICAL 4" WIDE PAINTED STRIPES (BLUE) L� RE: SITE PLAN & GENERAL SITE NOTES T 1 HANDICAPPED PARKING SPACE 1/411 - 1'-0" SIDEWALK 3AS1.1 SLOPE 1:10 1 3'-0" MAX. PAVING 2 RAMP PLAN N.T.S. CONTROL JOINT SAWCUT OR TOOLED SEALANT EASED EDGE 3/4" R. 6 6 x 6 x 2.9 x 2.9 W.W,M, 6 x 6 x 2.9 x 2.9 W.W.M. CONT. #4 1 /4" 3/4 FOR SLOPE, RE: CIVIL FOR SLOPE, RE: CIVIL / / / /� / cfl CONCRETE PAVING 3/4" CHAMFER _ _ _CN -- � j � 7' �� �_ PAVING BASE TERMINATE CONTROL & EXPANSION JOINT AT SEALANT CURB CONTROL JOINT.(TYP.) RUN E.J. TO EDGE OF CURB n I 1 ! i—' I-1_� & TURN SEALANT DOWN FACE OF CURB TO CONTROL END GRAIN OF REDWOOD, ( RE: 5a/AS1.1 FOR EXP. JT. 6„ - ALTERNATE No. A-3.) 6 MIL POLY SHEET PROVIDE CONT. EXPANSION JOINT WHERE RAMP MEETS SIDEWALK RE- 8AS1.1 SIM. PAINT, OR STAIN, RAMP SURFACE CONTRASTING COLOR FROM ADJACENT PAVED SURFACES (I.E. LIGHT V. DARK). 1 /4" W. x 1 /8" D. TOOLED OR SCORED JOINTS AT 2" O.C. ARRANGED SO WATER WILL PER PLAN NOT ACCUMULATE. 6 X 6 X W1.4 W.W.M. EDGE OF CURB TOP OF PAVING TOP OF SIDEWALK V014 SLOPE 1:10PAVING BASEMAX. RE: 8AS1.1 SIM. 2 CONT. #5 3 RAMP SECTION N.T.S. STEEL CAP, WELD - N & GROUND SMOOTH-------------- HANDICAP SYMBOL, PAINT 0 HANDICAP SIGN PER. TX. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SHALL STATE "UP TO $200 FINE p RESERVED WITHOUT PERMIT PARKING VAN ACC SSIBLE ADD AT SPACES NOTED I AS VAN ACCESSIBLE RE: SITE PLAN. 0 12" X 4" X 1875 GAL u) STEEL TUBING EXTEND INTO CONCRETE FOOTINGS, FINISH, SAND SMOOTH, PRIME, AND PAINT. TOP OF SIDEWALK OR PAVING I I 1 I CONCRETE FOOTING / ALLOW 4" MIN. �' 1'?8 AROUND STEEL i TUBE AT ALL FOUR SIDES iL ---.1----' N 4 HANDICAP PARKING SIGN. N.T_S..,W%10`1 FACE BRICK 1 5/8" X 8 X 16 SOAP COURSE - PAINT. 'j. <; ti xC x ,\ / 8" G.M.U. BOND BEAM W/ 2-04 REBARS , 05 VERT, 48" O.C. 4 HORIZ. REINF. j\l 'XI = AT ALTER.4TE COURSE. 05 48" O.C. ;. 4 DOWELS X 1'-6" LONG AT r # 8" CONCRETE MASONRY UNIT - PAINT. i 24" O.C. THRU EXPANSION CONCRE E/' JOINT MATERIAL - PROVIDE SLAB i��f SLEEVE AT ONE END SCHEDULED PAYING, RE: CIVIL DRAWINGS. r y� r <► x^r 4 12 O.G. ` ASPHALT IMPREGNATED EACH WAY %,��rf FIBERBOARD : 10,451 7 SIDEWALK CURB 8 SIDEWALK. 1 1/2" = 1'-0" 1 1/2" = 1'_0" OHIF BLACK TEXT AND ARROW ON A WHITE �wv lrti u , BACKGROUND iv 14b EDGE OF PAVING OR CURB. RE: SITE PLAN. BACKGROUND WHITE TEXT AND - BORDER 1 1/2" DIA. GALV, SE1 IN 12" DIA, X CONCRETE SHAFT, TOP OF SIDEWALK PAVING OR LANDSCAPE II cTnnlmAor\ c�orr�+Acr I CONCRETE FOOTING J I /-1'1 t%/'ll\V i t\L-VrIJ I I I CONC, WHEELSTOP II 5/8"0 X V-6" LONG ANCHOR ROD — 2 REQ'D, PER WHEELSTOP u 13WHEELSTOP 1 1/21, 4'R . VAN ACCESSIBLE SPACE STOP 11.1— N z z CONCRETE WALK' ASPHALT IMPREGNATED FIBERBOARD 5a #4 DOWELS X V-6" LONG AT SEALANT 6 x 6 x 2.9 x 2.9 W.W.M. 24" O.C. THRU EXPANSION 6 x 6 x 2.9 x 2.9 W.W.M. JOINT MATERIAL - PROVIDE 1/4" SLEEVE AT ONE END CONTROL JOINT SAWCUT JOINT OR TOOLED Z Z— zzz N N CONCRETE WALK' CONCRETE WALK ASPHALT IMPREGNATED FIBERBOARD PAVING BASE PAVING BASE 5 EXPANSION JOINT 6 CONTROL JOINT 6 0 CONC. FILLED STEEL PIPE — (PAINT ALL BOLLARDS). I CONCRETE MASONRY UNITS TOP OF PAVING OR GRADE - SEE SITE PLAN GROUT SOLID REINFORCED SEALANT AT CONC. CELL UNITS PAVING 05 DOWELS 48 O.G. 16" CONC. FOOTING SEALANT CONCRETE PAVEMENT 4 - S CONT a i ASPHALT (tOP < BOTTOM) i IM GNAT D ! 9 DUMPSTER ENCLOSURE 1/4" 1'-0 23" DIAMETER DO HOT 2®'_011 A O RED CIRCLE 5UIRPACE MOUNTED METAL '-1" 15'-Im" 2'-1" <`+ ATTACH WITH VANDAL p �`+ LETTERS NON -ILLUMINATED 2 ASl RESISTANT FASTENERS iv WHITE TEXT AND BACKGROUND g OCK PRAIRIE ^CROSSING ZOil r 0 ACRYLIC COATING ON SHEET METALNG I � PROVIDE SEALANT AT CLADDING +� CONCRETE PAVING, R E: 16 A S 1.1 ----Y --� ----- - ' c it 0" � 14STOP SIGN N.T.5. W Lu A g=-----+-- --=- r 43A51.1 , - LU iv I I 1 A NOTE. REFER TO DETAIL - - 14AS1.1 FOR SIMILAR NOTES loll2'-b Ifd° 0 1 14a TRAFFIC SIGN 15PYLON SIGN ELEVATION & PLAN N.T.S. VAN ACCESSIBLE SPACE HANDICAPPED PARKING SPACE, RE: 1 A1.1 TYPICAL HANDICAP SIGN 0 SPACE, RE: 4AS1.1 r TYPICAL HANDICAPPED 4, ACCESSIBLE e 4" WIDE DIAGONAL 91 -1 3/8I. STRIPES ® 24" O.C. TYPICAL 19HANDICAP PARKING. RUM 4'R.� 4'R. 11'-1 1/2" 20TYPICAL PARKING ISLAND 1/8" PRE E FIBERBOARD — vv 03 STIRRUPS ° . e fell. . I 11_�II 10 ENCLOSURE D;,, ETAIL CONT. SEALANT CONC. FOOTING TOP OF CONC. PAVING CAST STONI 16SEALANT PAVING W wk _ mw �0Lu NOTE: THESE DRAWINGS ARE DESIGN DRAWINGS ONLY SIGN CONTRACTOR IS RE5PONSIMLE FOR PROVIDING ENGINEERING OF FOUNDATION, STRUCTURAL STEEL, AND FRAMING DOCUMENTS TYPICAL PARKING ISLAND 21& BASCART STORAGE AREA 11 BOLLARD N.T.S. RE: IA5 FOR SIMILAR NOTES 17PYLON PLAN 3/4" 24 GA. GALV. SHEET METAL CAP FLASHING 22 PYLON SECTION. � LIGHT STANDARD RE: — MEP DRAWINGS PROPERTY LINE WHERE APPLICABLE PROVIDE SEALANT AT "J" ANCHOR BOLTS — CONCRETE PAVING. SECURELY TIE RE: 16AS1.1 SIM. TO VERTICAL REINFORCING cD TOP OF PAVING N YVOR GRADE 8 — #5 VERT REINF. # 3 TIES AT 15" O.C. 0 I 00 2,�� ELECT. CONDUIT 12LIGHT STANDARD BASE DOUBLE FACED INTERNALLY 3 5/5" X 20. GA. ILLLUMINATED STEEL STUDS AT SIGN CAB. 16" O.C. MAX. DESIGN RESPONSIBILITY OF CONTRACTOR 1/2" GYP. SHEATHING all 4 m 18PYLON PLAN E.I.F.S. 3 5/5" X 20. GA. STEEL STUDS AT 1611 O.C. MAX. 1/2" GYP. SHEATHING GA. i AT :ATHING CDATION rY OF 23 PYLON SECTION 3/4" = 1'-011 Date issued/1'e'vised 26 MAY 99 REVIEW, PERMIT & PRICING 1 JULY 99 REVISION No. 1 Q �Lj 2000 f3erino Drive, Suite 110 hustori, `hews 770:-5r' 7 f 3 781 5262 Fax 'N3 78t 5317 ternbers American institute of Architects 1 v xx ROCK PRAIRIE CROSSIM.-i SHOPPING CENTER ROCK PRAIRIE 0 HWY. 6 SOUTH COLLEGE STATION, TEXAS Project No. 98197 Drawn RS Checked RV Sheet No. AS1.1 or 1) 00 Dil# E' 1:sS1'je(I/1I s(-(I 5-26.99 REVIEW, PERMIT & PKICING 7.1.99 REVISION No. 1 Di 9-30-99 REVISION No. 4 0 F d n ill O- i--1 —H 1.2 2 3 � OE� � 0�1 07a0 J a 5,4RRIER-FREE DOOR RE0UIREilF=NTs: 1, THE FLOOR AREA WITHIN THE REQUIRED GLEARANGE5 SHALL BE LEVEL AND CLEAR ( 2% MAX_ 5LOPE) AT STOOP OUTSIDE OF EACH CODE REQUIRED EXTERIOR EXIT DOOR- 2. THRESHOLD AT DOORWAYS 5HALL NOT NOT EXCEED 1/2". RA15ED THRESHOLD AND FLOOR LEVEL GH4NGE5 AT ACCESSIBLE DOORWAYS 5+-IALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 3. LEVER OPERATED MEC44NI51`15, PU5H TYPE MECHAN15M5, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. HARDWARE REQUIRED FOR ACGE5515LE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 42" AF.F. NOTES TO &HEFT . 1. ALUMINUM AND TEMPERED GLA55 STOREFRONT. 2. 3'-0" X -1'-0" STOREFRONT DOOR - (INCLUDE 12 - 3'-0" X 1'-0" STOREFRONT DOORS IN ADDITION TO THOSE INDICATED ON DRAWING5) EXACT LOG, OF ALL STOREFRONT DOORS AS DIRECTED BY OWNER RE: SPECS, 3. CONCRETE PANEL - PAINT UNLESS NOTED OTHERWI5E. RE: STRUCTURAL DRAWINGS. 4. STEEL PIPE COLUMN, RE: STRUCTURAL DRAWINGS. 5. CONCRETE CURB. (o. CONCRETE WALK EXPANSION JOINT (E-)) RE: 5A51.1 1. CONCRETE WALK CONTROL JOINT (C,J.) RE: 6A51.1 8. CONCRETE SLAB LEAVE -OUT. e. LINE OF CANOPY SOFFIT ABOVE. 10. PARKING 5TRIPING, RE: SITE PLAN, II. CONCRETE COLUMN 5A5E. 12. FACE BRICK. 13. HANDICAPPED RAMP, RE:2451.1 14, LANDSCAPE PLANTER, RE: LANDSCAPE DUGS. 15. HANDICAP RAMP, RE: 2451.1. 16. DOWNSPOUT (D.5.) - PAINT. 1-1. CONCRETE PANEL JOINT. RE: STRUCTURAL DRAWINGS. 15. HANDICAP SIGN, RE: 4,451.1 le. HANDICAP PARKING SPACE, RE: 1,451.1 20. 5'-0" WIDE PAINTED ACCESSIBLE ASILE WITH 4" WIDE DIAGONAL STRIPING * 24" O.G. 21. CUT INTO CONCRETE PANEL. PAINTED 3'-0" X i'-0" X 1 3/4" HOLLOW METAL DOOR AND FRAME. VERIFY LOC. WITH OWNER, TH15 15 PART OF UNIT PRICE F, IT 15 NOT BASE BID. 22. CAST INTO CONCRETE PANEL. PAINTED 3'-0" X -1`-0" X 1 3/4" HOLLOW METAL DOOR AND FRAME. RE: 1645. VERIFY LOCATION WITH OWNER, THIS 15 PART OF UNIT PRICE E, IT 16 NOT BASE BID. OSBORN & VANE ARCHITECTS .z 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects - ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE 0 HWY. 6 COLLEGE STATION, TEXAS 98-167 RS I1E'(°kt>(1 RV 2 FLOOR PLAN - BLDG. T-1 ►l I i J Shc,el No. A] of 5 EQ. E 0. 6 <8> <8> f T_Efi _j 5 it it It i a fiE , to a E ,�a11 i It IBEYOND!, _ i ---------- WEST A ELEVTION 1/811 ZN 2 EAST ELEVATION - BLDG.,9A.-9 1/011 = V-10111 4 EAST ELEVATION - BLDG. "B9 1/8" = 11-011 WEST ELEVATION - 0.14. 6 SOUTH ELEVATION - BLDG. 9A` 1/0.1 111: V_V, 411-0 7 SOUTH ELEVATION - BLDU Ila" = V-011 C r-% MATCHT,,-i[� FOLLOUJINrS COLORB AREE DE51GNATED FOR rLIC COATH G U ACE PAINTE6 c)rp ETF�a 4 AC;-, N 6 m- e OA oiI;.n,vrr - DRY1,11T 0 0RY\/IT GDRI)II/1r E CXR"Y'VIT - OF BEI,114HIN MOOPRE f��93 SON=11' COLOR T1,4R.1-OUT, COLOF45 Ae,OVE AF,, � NOT HNAL 4 SUE3JECT TO CWANGE FINAL (XLOR APIPR,011AL TO 5E MADE FROM SAMPLE5 EB ED EH _T E 01. EQ. e2i 83 E9 T OM3 ED ....... . .. ....... . .. ...... . lAL. ;I j it it it it it (Dji it it Il j j it it HE - F-T 'R 3 NOR-TH ELEVATION - 1/6" = 1'-01" 5 SOUTH ELEVATION - DLDIU. 9B..9 1/8" 111: 11-011 I A I _' TIL - DETAILS ivl C E c J DETAIL NT5 411 I 1 #--4 1. ( - Lu 0TYP11" m At'j. ic .3 _LNo 41% t Rz) I I 1/2". V-0.11 1)cIte iSSIwd//rc\-1"Se1 5-26-99 REVIEW, PERMITS., PRICING 7-1-99 REVISION No. I Z� 9-30-99 REVISIOr-I No. 4 Z� NOTE -ro 6k4F_E-r '. 1, ALUMINUM AND TEMPE-RI:P GLN�6 STOREFRONT, 2. V-0" X 1"-0" STOREFRONT DOOR - (INCLUDE 12 - TO TPOSE INDICATED ON DRAININC26) EXACT LOC­ OF ALL 6TOREFRONT DOORS AS DIRZr-TED 5r OUJNER 'f;,:E.- SPEC5. 3. CONCRETE PANEL - PAINT UNLESS NOTED OTI4Er4JJI%t_. € : STRUCTUP-AL D-Rftfi�VSSI, 4. CONCRETE PANEL JQINT� tom: ,5TRue_-TuRAL DO,AWIN105-6. E7. ccNc;RETE cuR5. 6. CONCRETE aA5E. 1. EXTERIOR INSULATION 4 FINISI4 5YSTEM 6. E.IP.S. CORNICE MOULDIN16s. 11 E]r-b. CORNICE JOIN-r ED O.C. RE. c3A2. 10, 1/2" EXTERIOR GRADE NON-COi'115USTIBLE PL`rWOOD 61ZE 4 LOCATION PER ELEVATION 4 !UAL! SECTION. 11. PAINTED GALVANIZED METAL CAP r-LASHH,,1G. 12. GUTTER - PAINT, 13. DOWNSPOUT - PAII',IT. 14. EJR.S. 6COPTE-D JOINT, p�,E. laa A4. 15. CAST STONE BULLNOSE TRIM. 11, FACE 5IRCK 18. IRN13HED FACF CONCRETE UNIT MASONR-r. n. CERAMIC TILE TRIM, RE: OA2. 20. E.I.F.5. r-OFZ-410E JOINT. 21. PARAPET WALL 0EYONP. 22. C 01 E.I F.. C01 ICE. 23. SEALANT COLOR TO MATr_,W EAR& LUITH 6ACKERROD- 24. SECURITY LIGW9 E- ELECTF?, DRWG3, 25. 6RICK, CONTROL JOINT, RE-13A5. [a 013ORN & VANE r/kLRCH1TEC!TS 2000 Bering Drive, Suite 410 Homton, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Aichitects ROCK PRAIR,1E Cl-,,ZOSS SHOPPING (.:fr _E-R ROCK PRAIRIE 0 MV. 6 COLLEGE STATION, TEXAS, Project No. 98167 Dri.Awii RS Ch (- c k(! d RV A ',--)'hect No. A2 of 5A C 0 );de 5.26-99 REVIEW, PERMIT & PRICING 7-1-99 REVISION No. I 9-30-99 REVISION No. 4 III C5) I I'LAN bLUU -A' Oro" V-0" A h, I r-kk 3 R 0 F NP LAIN a BLuG. 'A' 3/4" PLASTER ON 3.4'0 GALVANIZED METAL LATH ON 3/4" FURRING CHANNELS AT I(o" O.C. ON 1 1/2" CARRYING CHANNELS AT 4 I SEE PLAN61POR LOCATIONS C EACH WAY GO & 1 2 SO] -FIT PLAN - BLDG. 15 1/19, = I'-0" (D- (D A one G) 4- izo(DIF PLAN - BILDG. `13' III = 30'-0'. 101 NOTES TO 6HEET - 1. EXTERIOR INSULATION 4 FINISH SYSTEM (E.IF-.5.) 2. E.IF-.S. SCORED JOINTS - ALIGN WITH JOINTS ON FASCIA TYPICAL. RE: ELEVATIONS, . A4ff 3. CAP FLASHING ON CONCRETE PANEL. FAINT CAP FLASHING. 4. PORTLAND CEMENT PLASTER WITH E.Ir-.5. COATING. 5, LIGHT COVE. ro. FLUORESCENT LIGHTING FREE: ELEC-T-RICAL DWGS, 1. 24" X 24" ACCESS PANEL, RE: 9,A3. a. 6" X ro" GUTTER U1,4.0. - FAINT 13. CAP FLASHING OVER CORNICE. PAINT CAP FLASHING. 10. PLASTER CONTROL JOINT, RE-; EA3. 11. ROOF EXPANSION JOINT, RE: 20A-4. 12. BUILT-UP ASPHALT ROOFING. 13. CONTINUOUS 3 5/al' IS GA. METAL STUD. 14. VERTICAL SCORING ;s V F-IF.S. ON HEADWALL TO ALIGN WITH SOFFIT SCORING OR EXP. JTS. 4 EXTEND DowN TO TOP OF STOREFRONT. TYPICAL. S- C �-I E Dull L E MATCH THE FOLLOWING COLORS ARE DESIGNATED FOR PAINTED OR E.11=.S. 4 ACRYLIC COATING 5U'R=ACE& ODRYVIT - DRYVIT - ODRYVIT - DRYVIT - ODRYVIT - OBENJAMIN MOORE '-360 SOFFIT COLOR T"RU-OUT. COLORS ABOVE A-R-5 NOT FINAL I SUBJECT'ro CHANGE FINAL COLOR APPROVAL TO BE MADE FROM 5AMPLE5 j OSBORN & VANE ARCHITECTS 5:1 2000 Bering, Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members -American Institute of Architects ROCK PRAIRIE CROSSING SHuPPiNG CEr�TER ROCK PRAIRIE 0 HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn R S RV . 6 ACCESS PANTL N.T.S. y I i e e t. -N, o. A3 of 5A D�it.e i�sueci!1•e�ised 26 MAY 99 REVIEW, PERMIT & PRICING 7.1-99 REVISION No. 1 Qi N ®_ TOP OF CAP FLASHING / TOP OF GAP FLASHING 22A4 r J { , 50 '` _� % ! ! /' i J/% //". i NOTES TO SHEET 1 = = _ _ IIA4 _ IIA4 '!' / 1. STRUCTURAL STEEL COLUMN. RE: BTRJGT. DLL58. TAb. I TOA. - 0 0 '' I TAb. 1 I Tos. ' I 21A4 / ' !/ �'/% I i Z. ` !, GOLtA'R1 BEYOND. !'j. 12A4 3. CONCRETE PANEL, RE: STRUCTURAL DRAWINGS. _ fF. 4. ALU'iIPNl'f t GLASS STOREFRONT. 9 26 20A4 26 20A4 / ' `` r rrf ! ' 1 I ;` % f' TOP OF STEEL 5. G0INCRETE CURB. �3 l8 _ / /r f/. 0 0 9A4 9 ``� 15 ,' '/,;' `f/ 6. 22 GA GALV. b X b GUTTER PAINT. �'. tll d1 r'` /' / rr! r/!/ i'' r/ / /f / 1. STRUCT, STEEL BEAM / JOIST. RE: STRU-T. DUGS. 14 71 8. 2X TREATED WOOD BLOCKING. S. 3 5/8" 18 GA. GALV. STUD • 4'-V" O.G. I '12 i2 19 ___-- 12 / 0 fr,/! // / / // /;/ ,/'0 own. 10. CONSTRUCTION BY OTHERS. 76 - - _ ■ ` 0 0 !/, '% j %//' % rr r`' f'!/' I ! 'i' r 1 11. GALV. 3/4" FURRING CHANNELS • I6" O.G. 12, FRY 'F' VENTED PLASTER REVEAL MOLDING. 13. CONCRETE BASE. _ I - I e _ I I e ' ' ' � ' � � 14A4 ' ' / !' � ' /! j / 14. 3 5/8. 18 GA STUDS • Ib" O.G. 0 cr cv cv 15. EXTERIOR INSULATION t FINISH SYSTEM IE.IF.SJ _' ' -' 16A4 I I/1 tHK UNLESS OTHERWISE NOTED C4 4-` // ` /! / j' % I ' f / /%' /` Ib. E.IFS. SCORED JOINT, RE:18A/A5.0 13A4 ` ! 13A4 8A4 �p ' 18A4 19A4 //;/ %/: /rf'j = 11, SHIM. 20 % / 0 16, CONCRETE SLAB LEAVE -OUT. 19. FIELD BRICK RUNNING BOND COURSE. - i 20. ACCENT BRICK RUNNIING BOND COURSE. Ul 21. BOTTOM OF ROOF DECK 2 Z 22. CONCRETE PANEL BY OTHERS, � 23. E.IFS. CORNICE MOULDING. i i l>D OJ d� dJ ! i / `` !/ ' '' fI / f / / ` 3 LATH WITH E.IFS. COATING. ' '', � r r' /' t 24. 3/4" PORTLAND CEMENT PLASTER OVER GALV. 23A4 , 1// /;'//` J''! 25. LIGHT COVE GUTTER (.130 THK) WITH KYNAR BREAK METAL FINISH. y r / , /' ! 26. 1/2" EXT. GRADE PLYWOOD. 21, FLOURE3GENT LIGHTING. 23A4 18A5 �;' ;/;' /' //' r' ;! / ;' ! 2e. CONTROL JOINT. 1 j // / /' r/%/ % ' i owl 4"llp 24A4 29. 26 GA GALV. SHEET METAL - 'PAINT. 30. 24 GA GORRUCsATED METAL FF, FF. FF. FF. FF. FF. FF. / i / / , % FF 31. 24 GA 5" X 5" GALV. DOWNSPOUT -PAINT. ` ' ` ' / ` ! ,'� r/ ! j ! 32. IS GA GALV. 2" WIDE HANGERS, EVERY 4'-0" O.G. 11A4 � 33. 1 1/2" WIDE 18 GA GUTTER STRAPS • 3'-0" O.G. REFER TO IA4 REFER TO IA4 fr' r / f r`.` 34. 1" COMPRESSIBLE FILLER FOR SIMILAR NOTES FOR SIMILAR NOTES 35. ROOF FLASHING SYSTEM. 36, SEALANT. 1 SECTION 2 SECTION. 3 SECTION. 3a SECTION. 4 SECTION- 5 SECTION- 6 SECTION 7 SECTION 31. EXPANSION JOINT COVER 36, STEEL ANGLE, RE: STRUCTURAL DWGS. 3%. FACE BRICK BY OTHERS. 40. PAINT CONCRETE PANELS. 41.2 X TREATED WOOD NAILER ( NON-COM.) 42. 6" METAL STUDS • !b" OC. TO UNDERSIDE OF DECK 43. 6" METAL STUD, 18 GA • 16" Q.G. 65 44. R CANT. TO DRAIN „ it TOP OF FLASI-IINGs 8 SLOPE 1/8N T. 2b 29 65 - S SLOPE 1/5"/FT. 2ro 29 I -0 45. ADJUSTABLE MASONRY TIES • 24" Or- WORM _ - TO DRAIN 35 AND VERTICALLY. 59 50 29 4b. FIXED GLASS. 2 r \/ .t 34 65 3341. 01 48. ALUM. 1/2 TEELMSTUDS :sI SET IN MASTIC. , - 40 `� ^ 't �► < ^ 49. 1/2" GYPSUM SHEATHING WITH JOINTS TAPED. ' < {? f l!� 1 u , t(1 - -� 50. BUILT-UP ASPHALT ROOFING. 66 �' 1�✓ �� 44 35 �t r ��, a x x�- ♦ ��� R �� 51. ELECTRICAL CONDUITS, RE ELECTRICAL DWGS. y _ 8" R 3 =,< `r ;<� 62 38 - 52. 1/1 GYSPUM SHEATHING WITH JOINTS TAPED. r 34 �} 23 < �`�r ; ♦ h 50 ��`'�/ 53. SURFACE MM. COUNTER FLASHING SYSTEM, � i - _ GALV. � 43 8! r 54 LOCATE BETUJEE I LIGHTRAPS AT 8 -0" D.G. 3/4" �;�. 3/4" - N �� 55. 18 GA GALV. 1 5/8" STUDS AT 2'-0" O.G. A,5 56. CAST STONE. 51. BURNISHED FACE CONCRETE UNIT MASONRY. < 0 XA 58.26 GA GORRIJGATED METAL PAINTED (LAP VERT. <.n - t HORIZ JOINTS b" MIN. W/ BED OF SEALANT) - < , 1'-4'� 59. RIGID INSULATION BOARD (p ' _ < = 60. NOT USED 2X6 �.� ^ ' _ 14 61. WEEPS IN JOINTS • 40" O.G. MAX. 1 V2" 62. METAL ROOF DECKING. 3 112 ° 3 1/2 ° <C e> 63. THRJ WALL FLASHING RE: ilA4 FOR NOTES AND 64. i x 4 TREATED WOOD NAILER (NON-GOM� - 31 X�r XDIMENSIONS NOT SHOWN HERE701 65. CONTINUOUS CLEATS. 1 66. 3 5/8" 18 GA GALV STUD BRACINGS AT 4'-0" O.C. 61. GALV. HORZ REINF. (MAX. VERT. SPACING 16" OZ.) �20 = %;:: 9 DETAIL 10E.I.F.S. CORNICE DETAIL 11 E.I.F.S. CORNICE DETAIL 12 GUTTER DETAIL 68.WIRI`TIES I/2 u u n u u u u u &S. 1 1/2" GALV, CARRYING GHA► NELS • 4'-0" O.G. 45 NOTE: I i/2 1 -0 I i/2 i'-0 1 1/2 = I'-0 I I/2 1'-0 10. CONT. 6" 16 GA STUD TRACT 1. LIGHT COVE FABRICATED BY: - 11, 030 BUILDING FELT ' AIR -VENT REMOLDING > 68 12. RE: STRucT. DRyG. FOR FRAMING DESIGN CENTER 13. uNISTFauT BEAM CLAMP CONTACT: MATT LUEBE. 43 43 2. GENERAL CONTRACTOR TO VERIFY 69 ��! TYPE t CONFIGURATION OF LIGHT 14. 3/8" THREADED RODS • 6'-m" OZ. 3 15. WELD TS 2 1/2" x 2 1/2" TO COLUMNS COVE BEFORE PRICING. X, - `� 16. 2 1/2" x 2 1/2" x 3/16" ANGLE • 6'-C" O.G. BETWEEN TS. 8 COLUMN SECTION 11. CONT. TS 2 1/2" x 2 1/2" x 3116" EACH SIDE. I ill" _ 18. 5/8" PLYWOOD DECK SCREWED TO TS. 1 0 , _ell 11 24 12 IS. LOILER SEGMENT OF CATWALK • ADJOINING n SOFFIT ACCESS DOOR 3/4" �, _ � A• 12 c j 14 31 W. TYPICAL CATWALK BEYOND 24 - 15 81. u REBARS • 10" OZE.W. RE: 13,44 FOR NOTES AND 1 1/2" - 82. CONTINUOUS ANGLE. ANCHOR TO LEDGER ANGLE DIMENSIONS NOT SNOLIJN HERE c�+ `'� 0 WITH Ire" DIA. BOLTS tHRU SLOTTED HOLEa _1 • 4'-0" O.G, RP: STRUCTURAL DRAWINGS. RE 52 83. CONTINUOUS ANGLE. ANCHOR TO PANEL WITH �' 45 A, C ; - 38 3/4" DIA. EXPANSION BOLTS • 4'-0" O.G. STRUCTURAL DRAWINGS. x /' 84. 4 MIL POLYETHYLENE 7t77/1 41 85. STEEL ANGLE BY OTHERS. STOREFRONT HEAD DETAIL I V2" = 1'-0" 18 SECTION- 19SECTION. 20 DETAIL 21 ROOF EXP 22 BRICK LEDGE 1 1/2" = 1'-0" 1 1/2" - 1'-0" 11/2" = 1'-0" 1 1/2" ■ 1'-0" 1 1/2" = 1'-0" 16DOWN SPOUT/CON DUIT 1 1/2" - V-V 23 SILL DETAIL 3" = I'-0" 45' 24 DOWNSPOUT DETAIL 1 1/2" - 1'-0" 31 U_ LL OSBORN & VANE ARCHITECTS. 4 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects 4� �- ROCK PRAIRIE CROSSINk',..--q SHOPPING, CENTER ROCK PRAIRIE ® HWY. 6 SOUTH COLLEGE STATION, TEXAS Project -No. 98167 ' Dr, wri RS Checked RV Sheet No. A4 P) of 5 ,1- a 26 MAY 99 REVIEW, PERMIT & PRICING a 7-1-99 REVISION No. -1 �1 a 1 1/2" I 4'- 5" 4'-5" NOTE5 TO SHEET TYP. 1. FACE BRICK, RUNNING BOND. 2. 1/2" GYPSUM SI-IEATFJING WITH JOINTS TAPED. 10 15 3, 3 5/8" 1& GA. GALV. STUDS a IC," O.C. MAX. a 4. ADJUSTABLE GALV. MASONRY TIES 7;] a " 24" O.G. MAX. `✓ERT. s t-}ORI.Z. 5DUX.5. STEEL PIPE COLUMN, RE: STRUCTURAL DU5. 4 4u 6. COLUMN PEDESTAL BLOW a In F! 5t' _I T _' �' :•, _ ,. ,.-':. - - _ 1. E.I.S. -F11/2" TWICI�, UNLESS NOTED OTC-IEPUJISE,. O2 -� 0. GONGwTE PANEL, RE: STRUCTURAL DOSS. 9. 3J4 Cd I �MFI r TYPICAL. 10. CONTINUOUS SEALANT. (p f. _ r , Y _ �'�� _ 11. BACKER ROD, 7 f-ji t X 4 yt; �r x F 4 = 3 �� 12. COMPRESSIBLE FILLER. JD n k1, 5 13. 24 GA. GALV. 5" X 5" DOLLN-OPOUT. PAINT. 14. 18 GA. GALV. 2" WIDE STRAPS EVERY 4'-D" O.G. _ '' VERT. AND APdGI1OPED TO PANEL - PAINT. ® = 15. ALUMINUM AND GLASS STOREFRONT. Nic rz l 11. �W" 13 GA. METAL STUDS a Wl O.G. 1 21 1 10. 15 Lc3. FELT. 19. 2b GA. CoRRt_iGATED METAL. PAINT (LAP VENT. 8 WORIZ JOINTS (o" MIN. W1 BED OF SEALANT). 1011 2'-911 NOT®: loll 1011 2'-9" loll NOTE: 4 -511 20. EDGE OF CANOPY ABOVE. _.._ REFER TO 1,45 REFER TO 1A5 FOR 51MIL AR NOTES FOR SIMILAR NOTES 21. 5UR`d15PED FACE OF CONCRETE UNIT MASONRY. 22. CONSTRUCTION BY OT1,4ERS. ' DEI//�g��P� 23. SEALANT ON BACKER ROD. -R `MN PLAN D"ETAILCOAU''Mi"N' PLAN D""ETAIL - 2 COLU /= c w 24. KING SIZE BRICK 25. STEEL PIPE BOLLARD, RE: IIASI.I 20. DUMPSTER CONCRETE PAD. 15 11 11 13 13 21. 04 R.EBAR CONT. 10 28.03 X 24" LONG DOWELS .a 2411 O.G. 2- 10 14 1-6 10 2S. EASED EDGE - 3/4"5Z 30. EXTRUDED CONCRETE CURB. I' I 31. 2" DI A. PVC DFRAIN 10' -0" O.C. MAX. G 10 c \ 0- a a Q- ------ 4 32, 14 L BARS 6 IV' O.C. 33. PAVING, RE; CIVIL DRAWINGS. 34. PAVING TRAP -IC PAINT. 9,9 12 NOTE' REFER TO iA5 FOR SIMILAR NOTES ET /AIII A] L T '\ 2 S 1a- 4 10 4 a a 3 2319 \, 12 12 NOTE: NOTE: NOTE: ° REFER TO IA5 -I REFER TO IA5 e EFERI TO 1,45 a FOR SIMILAR NOTES �8 FOR SIMILAR NOTES FOR SIMILAR NOTES a a a a. 7-1 5 PLAN U 8 4 UAIL C LUM N` PLAN' rU__"ETA1L ET "A' I LE T9 DE 3u 22 10 SOT" SIDES , ZZI/ Ii x 1 1/2" 1-1 2 , O BORE & VANE ARCHITECTS ITEC'TS •� -4 23 a .a 12 - - - - _ 2000 Bering Urine, Suite 410 0 - - -- _ Houston, Texas 77057 REFER TO IA5 4 - . - - - - . - 713 781 5262 1 20 FOR SIMILAR NOTES Fax 713 761 5347 Me'rnbers American Institute of Architects I U u"E T A I L DETAIL E Al L 13"BRICK CONTROL T - 14 ur'ETA I L D El"A L 1/. U 0 1 1\1 Y u'= 1 11 Y \, 34 €. 4 \ 2-1 111 29 d o /ll a ® 0 0. 4'R28 R 0" C K P R', A I R. I E C R.-O' S S I S ING CE"TER N � � 1 RUCK PRAIRIE (aI-IWY. 6 SOU fH b 6 29 _ COLLEGE S fA I ION, TEXAS 51_011 51Oil rc� � 32 3� � � ` �� ��::= � I'jec 1. No. 98167 YJ i I -I 115J1� 115/16 2'-10 1/2 2 -10 1/2 y Y II 1 I. lO � 32 I)S'Gltti"11 R5 _ Ia.-Oil '-10 -. PANEL d d ° d 41_011 2'-011 2'-011 ��he(-kf,C1 RV TI-#K. a Q K/ N L/ `19 UIRECTIONAL A[?,R01VV,()" 20 EXTRUUEwu-'*- CURB 6t, - in. M. r D, ( D\ I �D ETAI L 1 PL N I 1/0d l 0 I/S - 1 0 ALTERNATE No. A-1 A5 of 5A C V STRUCTURAL NOTES Date issued/revised 5-2 -99 REVIEVV., PERMIT & PRICING 7-1-99 REVISION NO.1 A. GENERAL 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE NTH THE STANDARD BUILDING CODE,1994 EDITION, WITH AMENDMENTS. 2. THE DESIGN GRAVITY LOADS ARE AS FOLLOWS: SUPERIMPOSED DEAD LOADS MECHANICAL AND CEILING 5 PSF BUILT UP ROOF 6 PSF FINISHES AS REQUIRED SPRINKLER SYSTEMS AS REQUIRED LIVE LOADS ROOF 20 PSF 3. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN SECTION 1606 OF THE STANDARD BUILDING CODE, USING A BASIC WIND SPEED OF 70 MILES PER HOUR AT A REFERENCE ELEVATION OF 33 FEET ABOVE THE GROUND. 4. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 5. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL DETERMINE THE SCOPE OF THE STRUCTURAL WORK FROM THE CONTRACT DOCUMENTS TAKEN AS A WrICLE. THE STRUCTURAL DRAWINGS SHALL NOT BE CONSIDERED SEPARATELY FOR PURPOSES OF BIDDING THE STRUCTURAL 'WORK. DUE CONSIDERATION SHALL BE GIVEN TO OTHER STRUCTURAL WORK OR WORK RELATED TO THE STRUCTURE, INCLUDING NECESSARY COORDINATION DESCRIBED OR IMPLIED BY THE ARCHITECTURAL AND MECHANICAL DRAWINGS. 6. WRITTEN PERMISSION MUST BE OBTAINED FROM HAYNES WHALEY ASSOCIATES, INC. PRIOR TO THE REPRODUCTIVE USE OF THE STRUCTURAL. CONTRACT DOCUMENTS IN ANY FASHION AS STRUCTURAL SHOP DRAWING DOCUMENTS. 7. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED BY DIRECT SCALING OF THE DRAWINGS. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL RESULTING REVISIONS TO THE STRUCTURAL SYSTEM AS A RESULT OF ACCEPTANCE OF CONTRACTOR PROPOSED ALTERNATIVES OR SUBSTITUTIONS. 9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FITTING NEW WORK WITH EXISTING CONSTRUCTION. INFORMATION ON EXISTING BUILDINGS SHOWN IN THESE DRAWINGS WAS BASED UPON THE INFORMATION SUPPLIED TO HAYNES WHALEY ASSOCIATES, INC. THIS INFORMATION IS NOT AS -BUILT DATA AJND 'THE ACTUAL AS --BUILT CONSTRUCTION MAY DIFFER FROM THAT REPRESENTED IN THE DRAWINGS. CONTRACTOR SHALL VERIFY ALL INFORMATION. VARIATIONS FROM THE DIMENSIONS INDICATED ON THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR THE STRUCTURAL ENGINEER. B. FOUNDATION AND SLAB ON GRADE 1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A REPORT PREPARED BY KENNETH E. TAND & ASSOCIATES, REPORT NUMBER 98-160, DATED AUGUST,1998. THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND PREPARATION OF THE SUBGRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS. 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING ALLOWABLE SOIL BEARING PRESSURES AT A BEARING DEPTH OF APPROXIMATEL'"( 10 FEET BELOW EXISTING CRADE: DEAD LOAD 5000 PSF TOTAL LOAD 7500 PSF 3. DRILLED PIERS SHALL BE EXCAVATED, CLEANED, REINFORCED AND CONCRETE PLACED ON THE SAME DAY. DRILLED PIERS WITH LESS THAN 2'-0" CLEAR BETWEEN BELLS OR SHAFTS SHALL BE EXCAVATED AND CONCRETE PLACED A MINIMUM OF 24 HOURS APART. IF BELLS CAN NOT BE FORMED WITHOUT CAVING OF THE SOIL, THE ARCHITECT, STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 4_ TEMPORARY STEEL CASING MAY BE REQUIRED DURING THE INSTALLATION OF DRILLED PIERS (SEE GEOTECHNICAL REPORT). THE CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR THE USE OF STEEL CASING AS A SEPARATE ITEM IN THE CONTRACT. 5. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE ARCHITECT, STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 6. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER 48 HOURS PRIOR TO PLACEMENT OF CONCRETE IN THE FOOTINGS. 7. SUBGRADE UNDER SLABS ON FILL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 10 TO 20 AND SHALL BE PREPARED, PLACED AND COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT. 8. SLAB ON GRADE SHALL BE UNDERLAID BY A VAPOR BARRIER PLACED ON TOP OF THE COMPACTED FILL MATERIAL. 9. SLABS ON GRADE SHALL HAVE CONSTRUCTION JOINTS OR CRACK CONTROL JOINTS AT EACH COLUMN LINE IN EACH DIRECTION. ADDITIONAL CRACK CONTROL JOINTS SHALL BE PROVIDED, AS REQUIRED, SUCH THAT NO AREA BOUNDED BY CONSTRUCTION AND/OR CRACK CONTROL JOINTS CONTAINS MORE THAN 9C 0-,QUARE FEET OF SLAB AREA. PROVIDE NO. 4 X 3'-0" DOWELS AT 18 INCHES ON CENTER AT SLAB ON GRADE CONSTRUCTION JOINTS. 10. GRADE BEAMS SHALL BE CAST ON 4 INCH DEEP CORRUGATED FIBER CARTON FORMS. CARTON FORMS SHALL BE BEAM WIDTH LESS 2 INCHES AND SHALL BE CENTERED UNDER THE BEAM. C. ROOF DECK 1. ROOF DECK SHALL BE RIGID INSULATION BOARD ON GALVANIZED TYPE B ROOF DECK. TYPE B DECK SHALL BE 22 GAGE COLD FORMED STEEL CONFORMING TO ASTM A446, GRADE A, COATING DESIGNATION G60. METAL DECK SHALL BE 1- 1/2 INCHES DEEP WITH A MINIMUM SECTION MODULUS (SP) OF 0.186 INCHES CUBED PER FOOT OF WIDTH. 2. PROPERTIES AND ALLOWABLE STRESSES OF STEEL ROOF DECKS SHALL BE BASED ON THE AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 3. PLUG WELD DECK TO SUPPORTING STEEL AND ADJOINING DECK SHEETS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY STANDARD D1.3. 30 INCH WIDE DECK SHEETS SHALL BE WELDED AT END LAPS AND END SUPPORTS USING A 12-6-12 PATTERN (A WELD AT EACH SIDE LAP AND AT THE THIRD AND FOURTH FLUTES), AND WELDED AT INTERMEDIATE SUPPORTS USING A 12-18 STAGGERED PATTERN (A WELD AT EACH SIDE LAP AND AT THIRD OR FOURTH FLUTES). 36 INCH WIDE DECK SHEETS SHALL BE WELDED AT END LAPS, END SUPPORTS AND INTERMEDIATE SUPPORTS USING 4 WELDS PER SHEET (A WELD AT EACH SIDE LAP AND AT EVERY OTHER FLUTE). DECK SHEETS SHALL BE WELDED AT EACH VALLEY TO ALL SUPPORTS WITHIN 6 FEET FROM THE INSIDE FACE OF THE PERIMETER WALL_ SIDE LAPS SHALL BE FASTENED TOGETHER WITH ATTACHMENTS AT MIDSPAN BETWEEN JOISTS. D. CONCRETE 1. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE NATURAL SAND FINE AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLO'',VING COMPRESSIVE STRENGTH (FC') AT 28 DAYS: DRILLED FOOTINGS 3000 PSI - GRADE BEAMS 3000 PSI SLABS ON GRADE 35GO PSI TILT WALL PANELS 3000 PSI 2. GROUT FOR BASE PLATES SHALL BE NONSHRINKABLE, NON-METALLIC CONFORMING TO ASTM C827, AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. 3. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT' AND ACI SP-66 'DETAILING MANUAL". PLACING OF REINFORCING BARS SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315R "MANUAL OF ENGINEERING AND PLACiNIG DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" AND CRSI 'MANUAL OF STANDARD PRACTICE'. 4. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. 5_ MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS: (SEE ACI 318 SECTION 7.7 FOR CONDITIONS NOT NOTED) FOOTINGS 3 INCHES GRADE BEAMS: TOP 1-1/2 INCHES BOARD FORMED SIDES 2 INCHES EARTH FORMED SIDES 3 INCHES BOTTOM 3 INCHES SLABS ON GRADE 2 INCHES (TOP) PILASTERS & PLINTHS 2 INCHES PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. 6. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60. NO. 3 BARS MAY CONFORM TO ASTM A615, GRADE 40, UNLESS NOTED OTHERWISE. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, 'MELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR REVIEWED BY THE STRUCTURAL ENGINEER. 7. REINFORCEMENT DESIGNATED AS CONTINUOUS" SHALL LAP 36 BAR DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE. REINFORCEMENT BAR SPLICES IN GRADE BEAMS SHALL BE LOCATED AT THE CENTERLINE OF SUPPORTS FOR BOTTOM BARS AND AT NIIDSPAN .FOR TOP BARS. PROVIDE STANDARD ACI HOOKS FOR TOP AND BOTTOM BARS AT DISCONTINUOUS ENDS OF ALL GRADE BEAMS. 8. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS AND SMALL HAVE 90-DEGREE BENDS AND EXTENSIONS, OR CORNER BARS OF EQUIVALENT SIZE LAPPED 36 BAR DIAMETERS, AT CORNERS AND INTERSECTIONS. 9_ CONSTRUCTION JOINTS BETWEEN PIERS AND PIER CAPS, FOOTINGS AND WALLS OR COLUMNS, OR WALLS, COLUMNS, BEAMS AND THE FLOOR SYSTEM THEY SUPPORT SHALL BE PREPARED BY ROUGHENING THE CONTACT SURFACE TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH LEAVING THE CONTACT SURFACE CLEAN AND FREE OF LAI TANCE. 10. PROVIDE 1- NO. 4 REINFORCEMENT BAR X 4'-0' AT RE-ENTRANT CORNERS AND AROUND RECTANGULAR HOLES IN SLABS UNLESS NOTED OTHERWISE. PLACE BAR DIAGONAL TO CORNER WITH 1' CLEARANCE FROM THE TOP AND THE SIDE OF THE SLAB AT THE CORNER. E. STRUCTURAL STEEL 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM A36. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S GRADE B, OR ASTM A501. MILL TEST REPORTS FOR THE STEEL PIPE SHALL BE SUBMITTED FOR REVIEW. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 4. ANCHOR EIOLTS AND COLUMN CAP PLATE BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHER'ISE. 5. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL BE HIGH STRENGTH BOLTS WHICH MEET OR EXCEED THE REQUIREMENTS OF ASTM A325, TYPE N, X, OR F. BOLTS SHALL BE DESIGNED AS BEARING TYPE BOLTS, EXCEPT AS NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE „SNUG TIGHT' CONDITION AS OUTLINED IN THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4490 BOLTS". BOLTS SHALL HAVE A HARDENED WASHER PLACED UNDER THE. ELEMENT TO BE TIGHTENED. BOLTS IN BRACING CONNECTIONS, MOMENT CONNECTIONS OR OTHER CONNECTIONS NOTED ON THE DRAWINGS SHALL BE CONSIDERED TO BE "SLIP CRITICAL' BOLTS, AND SHALL BE DESIGNED AS FRICTION TYPE BOLTS. FRICTION TYPE CONNECTIONS SHALL BE TIGHTENED BY THE USE OF THE TURN-OF--THE-NUT METHOD OR THE USE OF LOAD INDICATING TYPE BOLTS, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. OPEN WED STEEL JOISTS AND BRIDGING FOR JOISTS SHALL CONFORM TO THE STEEL JOIST INSTITUTE "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS'. 'TOP CHORDS SHALL BE ANGLES OR TEES. JOISTS SHALL BE WELDED TO SUPPORTING STEEL MEMBERS. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS 'WTH STEEL BEAMS OR JOIST GIRDERS, THE JOIST AT THE COLUMN LINE SHALL BE BOLTED TO SUPPORTING MEMBERS DURING, ERECTION. BRIDGING SHALL BE CONTINUOUS THROUGH OPEN WEB STEEL JOISTS AND BE ANCHORED TO SPANDREL MEMBERS. WHERE FOUR OR FIVE ROWS OF BRIDGING, ARE REQUIRED, THE ROW NEAREST THE MIDDLE SHALL BE DIAGONAL BRIDGING 'WITH BOLTED CONNECTIONS AT CHORDS AND INTERSECTIONS PER THE REQUIREMENTS OF THE SJI. CAMBER ALL JOISTS THE AMOUNT RECOMMENDED BY THE SJI. OPEN "PLEB STEEL JOISTS MARKED 'SPECIAL" OR 'SP' SHALL BE DESIGNED BY THE JOIST MANUFACTURER TO SUPPORT THE DEAD AND LIVE UNIFORM AND CONCENTRATED LOADS AND/OR NET UPLIFT LOADS NOTED IN THE DRAWINGS. 7. JOIST GIRDERS SHALL CONFORM TO THE STEEL JOIST INSTITUTE 'STANDARD SPECIFICATIONS FOR JOIST GIRDERS. TOP CHORDS SHALL BE ANGLES OR TEES. JOIST GIRDERS SHALLBE BOLTED TO SUPPORTING MEMBERS DURING ERECTION AND WELDED IN FINAL POSITION. CAMBER ALL JOIST GIRDERS THE AMOUNT RECOMMENDED BY THE SJI OR AS INDICATED IN THE DRAWINGS" 8. WELDING 'SHALL CONFORM `TO THE AMERICAN WELDING SOCIETY STANDARD 01.1. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX, LOW HYDROGEN. 9. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE. 10. THE CONTRACTOR SHALL NOTIFY HAYNES WHALEY ASSOCIATES, INC. OF ANY MISFABRICATED STRUCTURAL STEEL PRIOR TO ERECTION OF SAME. 11. PENETRATIONS SHALL NOT BE CUT IN STRUCTURAL STEEL MEMBERS UNLESS SO INDICATED IN THE DRAWINGS OR AS REVIEWED BY THE ENGINEER. 12. HEADED CONCRETE ANCHORS SHALL BE NELSON OR KSM HEADED CONCRETE ANCHORS (OR ACCEPTABLE EQUAL), AND SHALL CONFORM TO ASTM A108, GRADES C-1010 THROUGH C-1020. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY OR THE KSM WELDING SYSTEMS COMPANY. 13. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON OR KSM DEFORMED BAR ANCHORS (OR ACCEPTABLE EQUAL), AND SHALL BE MADE FROM COLD DRAWN WIRE PER ASTM A496 CONFORMING TO ASTIA A108 WITH A MINIMUM YIELD STRENGTH OF 70 KSI. ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE 'MTH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY OR THE KSM WELDING SYSTEMS COMPANY. 14. BEAMS SHALL BE CAMBERED UPWARD WHERE SHOWN ON THE CONTRACT DOCUMENTS. WHERE NO UPWARD CAMBER IS INDICATED, ANY MILL CAMBER SHALL BE DETAILED UPWARD IN THE BEAMS. 15. STEEL MEMBERS, FABRICATIONS AND ASSEMBLIES INDICATED ON THE DRAWINGS TO BE GALVANIZED SHALL BE GALVANIZED AFTER FABRICATION BY HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123. WEIGHT OF ZINC COATING TO CONFORM TO THE REQUIREMENTS SPECIFIED UNDER 'WEIGHT OF COATING' IN ASTM A123 OR ASTM A386, AS APPLICABLE. F. LIGHT GAGE METAL STUD FRAMING 1. LIGHT GAGE STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN IN THE DOCUMENTS. STUDS, RUNNERS (TRACK), BRACING AND BRIDGING SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C955. 2. PHYSICAL PROPERTIES AND ALLOWABLE LOAD CAPACITIES OF MEMBERS SHALL BE DEVELOPED IN ACCORDANCE WITH AISI 'SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. DESIGN, DETAILING AND CONNECTIONS FOR LIGHT GAGE STEEL FRAMING SHALL CONFORM TO THE REQUIREMENTS OF THIS AISI sPECIFICATIQN. 3. GALVANIZED STUDS, JOISTS AND ACCESSORIES OF 16 GAUGE THICKNESS OR HEAVIER MALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A446, WITH A YIELD OF 50 KSI AND AS SET FORTH IN SECTION All OF THE ABOVE REFERENCED ANSI SPECIFICATION. 4. GALVANIZED STUDS, JOISTS AND ACCESSORIES OF 18 GAUGE THICKNESS SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A446, WITH A YIELD OF 37 KSI AND AS SET FORTH IN SECTION All OF THE ABOVE REFERENCED ANSI SPECIFICATION. 5. GALVANIZED STUDS, JOISTS AND ACCESSORIES SHALL HAVE A MINIMUM G-60 COATING CONFORMING TO THE REQUIREMENTS OF ASTM A525. 6_ WELDING OF LIGHT GAGE STEEL MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1, A'WS D1.3, AND THE ANSI MANUAL SECTION E2. WELDERS AND WELDING PROCEDURES SHALL BE QUALIFIED AS SPECIFIED IN AWS D1.3. INELDS MAY BE BUTT, FILLET, SPOT OR GROOVE TYPE, THE APPROPRIATENESS OF WHICH SHALL BE DETERMINED BY DESIGN CALCULATIONS. ALL WELDS SHALL BE TOUCHED -UP USING A ZINC RICH PAINT. 7_ ALL INTERSECTIONS OF LIGHT GAGE STEEL FRAMING COMPONENTS ARE TO BE WELDED. IF THE LENGTH OF THE WELD IS NOT .SHOWN ON THE DRAWINGS, THE WELD IS FOR THE FULL LENGTH OF THE INTERSECTION OF THE MEMBERS JOINED. 8. LIGHT GAGE STEEL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR A FULL ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE SECURED IN PLACE UNTIL PROPERLY ATTACHED. 9. STUDS SHALL HAVE FULL BEARING AGAINST THE INSIDE (WEB) OF THE RUNNER (TRACK) MEMBER PRIOR TO STUD -RUNNER ATTACHMENT. 10. MISCELLANEOUS FRAMING SHALL BE PROVIDED AS REQUIRED TO FURNISH A COMPLETE INSTALLATION. 11. CUTTING OF LIGHT GAGE MDvIBERS SHALL BE ACCOMPLISHED WITH A SAW OR SHEAR. TORCH CUTTING OF SUCH MEMBERS IS NOT PERMITTED. THE CUTTING OF ANY MEMBER SUPPORTING LOADS IS PROHIBITED. ANGLE 31,�xN2x;bx0'-8' - W/3 - 'fz"OX I.G. KSM HEADED STUDS (1) 12'0 x 0'-4' LG � KSM i"1EAftD S I UD g III' -A x6'xO'-V 2W L A,r 1 12' - Y4'x1O'xl'-4' ' g 2 1"x12"xI'-10' 10' � �i� 2 W'/8 - �1�z'�x4'�" LG. W/6 - 'V2'bx4' LG. KSM HEADED STUDS 2"I 6' y 2' KSM HEADED STUDS y I CA a -- ill ce� I H 3 to 0 - 0 01- i t'E - - s a iy N NOTE : MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE - 1' TOP AND SIDES, - 4Ys' BOTTOM 8" 1 ' S" It- 2 ! I 2 00 3 8 W/4 m 1-a'Ox4„ LG. KSM HEADED STUDS NOTE : MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE - 1' TOP AND SIDES, -- 4%" BOTTOM L 6'x4'x-�t'xt'-6' W/3 - Ih"Oxl'y-6A D.B.A. 2h' I - 14 X 2'-6- (LOOSE) r s „.- r ! HAYNES WHALEY X§80CIATES, INC. Structural Engineering Houston, Texas Reston, Virginia HWA# 98526-00 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 1:'ax 713 781 5347 Members American Institute of Architects IR 0 C K P R, A I IR I E C Ruz) ,ING irlOPPING CEN"I ER ROCK PRAIRIE 10 HWY. COLLEGE STATION, SEE Project No. 98167 Drawn RS Checked RV 13 V Date issued/revised 5-26-99 REVIEW, PERMiT & PRICING 7-1-99 REVISION NO, 1 9-310-99 REVISION w.4 A am OUTSIDE FACE OF BRICK — 6'1 5W PNL. - 3' Z FTG.- OUTSIDE FACE OF TILT -WALL PANEL 2 /S4. 0 9 PIER AND GRADE BEAM 00 W) OUTSIDE FACE OF BRICK — 5V2* PNL. 3* 0 FTG: OUTSIDE FACE OF TILT -WALL PANEL i 6 z t_-v_.2 /S4. 0 FOUNDATION PLAN - BUILDINJ-0 5 17'-6' 30,-0, 30'-035' - 0" 30'- 0' 30'- 0' 17'4' Y'__-___- mo.___-- __ 3!._ 17'-6' 30'-0" 30'- 0' 35-0' 30'-0' 30'- 0" I.y 16'-6" 1! 1 40 V) BP2 an I f-. _%� — W 11 EM 6� <pN_ BFO I 5' 5W PNL. -3- 0 FTG. ,,'Z- .0 0 co Cal w cli CONSTRUCTION OR C) CO111TROL JOINT AT EACH GRID LINE AND AT MID -BAY TYPICAL! U.N.O. RE: 12/S4.0 YP 0� C) C) io k _01 C14 00 1 A/S4.1 (_ --,,v iypal. FOR ALL TYPICAL TYPICAL SLAB ON GRADE 4 1/2' THICK x- 3/S4.1 _p COLUMNS (U.N.O.) REINFORCED W/#4 0 12' O.C. EACH WAY. COLUMN BLOCKOUT ! r) POUR SLAB OVER 6 MIL. VAPOR BARRIER I/S4.1 SEE DETAIL 6/S4.0 1/S4.1 Q�r 1:19, 11 C) LAID OVER COMPACTED FILL PREPARED On II � V� 11 CD. 5r VW /? qW IN ACCORDANCE WITH THE GEOTECHNICAL 1, REPORT FIN- FL_ EL. =,00.00' EL.= (SEE CIVIL) _6 C14 17/S4.0 PIER AND GRADE BEAM 2'-V l< A-- 17/S4.0 (OPP-HND.) X� 121IJ6 �24 6 1 ?41 6 J�01 FACE OF GRADE PIER AND GRADE Or AM BEAM 14/S4.0 01 15-0, 30'-0" 35- 0" 30'-01 3C-0" 15- :2,4' 1 0A Q C2) U7 8) J PLAN NOTES: 1. REFERENCE FINISH FLOOR ELEVATION 0'-0' = 301.00' AT BLDG 'A". 0'-0' = 304.50' AT BLDG 'B". 2. REFERENCE SHEETS S4_0 THRU S4_1 FOR FOUNDATION DETAILS. 3. REFERENCE S6 & S7 SERIES DRANINGS FOR PANELS ELEVATIONS AND DETAILS. 4. REF. SHT. S1.O FOR STRUCTURAL NOTES. AND TYPICAL EMBEDDED ANCLES Sc PLATES. 5. NOTATION THUS:' 1,ro V)'DENOTES: rr DRILLED PIER SHAFT/BELL DIAMETERS (IN INCHES) AND TOP OF PIER ELEVATION FROM THE REFERENCE FLOOR ELEVATION. OSBORN & VANE ARCHITECTS 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSING SHOPPiPdG CEM fER ROCK MAME 0 HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn RS Checked RV HAYNES WHALEY ASSOCIATES, INC. Structural Engineering Houston, Texas Reston, Virginia HWA# 98526-00 Sheet No. .0 0 co Cal w cli CONSTRUCTION OR C) CO111TROL JOINT AT EACH GRID LINE AND AT MID -BAY TYPICAL! U.N.O. RE: 12/S4.0 YP 0� C) C) io k _01 C14 00 1 A/S4.1 (_ --,,v iypal. FOR ALL TYPICAL TYPICAL SLAB ON GRADE 4 1/2' THICK x- 3/S4.1 _p COLUMNS (U.N.O.) REINFORCED W/#4 0 12' O.C. EACH WAY. COLUMN BLOCKOUT ! r) POUR SLAB OVER 6 MIL. VAPOR BARRIER I/S4.1 SEE DETAIL 6/S4.0 1/S4.1 Q�r 1:19, 11 C) LAID OVER COMPACTED FILL PREPARED On II � V� 11 CD. 5r VW /? qW IN ACCORDANCE WITH THE GEOTECHNICAL 1, REPORT FIN- FL_ EL. =,00.00' EL.= (SEE CIVIL) _6 C14 17/S4.0 PIER AND GRADE BEAM 2'-V l< A-- 17/S4.0 (OPP-HND.) X� 121IJ6 �24 6 1 ?41 6 J�01 FACE OF GRADE PIER AND GRADE Or AM BEAM 14/S4.0 01 15-0, 30'-0" 35- 0" 30'-01 3C-0" 15- :2,4' 1 0A Q C2) U7 8) J PLAN NOTES: 1. REFERENCE FINISH FLOOR ELEVATION 0'-0' = 301.00' AT BLDG 'A". 0'-0' = 304.50' AT BLDG 'B". 2. REFERENCE SHEETS S4_0 THRU S4_1 FOR FOUNDATION DETAILS. 3. REFERENCE S6 & S7 SERIES DRANINGS FOR PANELS ELEVATIONS AND DETAILS. 4. REF. SHT. S1.O FOR STRUCTURAL NOTES. AND TYPICAL EMBEDDED ANCLES Sc PLATES. 5. NOTATION THUS:' 1,ro V)'DENOTES: rr DRILLED PIER SHAFT/BELL DIAMETERS (IN INCHES) AND TOP OF PIER ELEVATION FROM THE REFERENCE FLOOR ELEVATION. OSBORN & VANE ARCHITECTS 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSING SHOPPiPdG CEM fER ROCK MAME 0 HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn RS Checked RV HAYNES WHALEY ASSOCIATES, INC. Structural Engineering Houston, Texas Reston, Virginia HWA# 98526-00 Sheet No. 0 Date issued/revised 1 2 3 4 5 6 7 8 9 10 I OUTSIDE FACE T I OF BRICK 30'-0' I 30'-0" I 30'-0' 30'-0' I 30'-0' Of i 30'-0' I 30'-0' I 26'-41�* 6' 1 51h' PNL I f i 32'-5416' JO I � I 01 I I i I I I OUTSIDE FACE j i JJ OF TILT -WALL PANEL , 2'-4 a A LOn API J I,P2 AP3 I AP4 APS I API I 7 I AP8 AP9170 0, +15'-Ct' ! +15'-0' j i 1 +15'-0' m ! �I t 0) 2/S5.0 22KCS3 JOISTS WITH 4 ROWS BRIDGING I I j A ` / B W16x31 24G 5N 10.11K 24G 5N 10-1 K 24G 5N 10.1 K I 24G 5N 10.1 K 24G 5N 10.1 K `3/S5.0 2 0 6'-0' + 5 0 6'-0' = 30'-0' N I • = 12'-0' TYPICAL BAY U-N.O. I �5p. VM 2/S5.0 < - 22KCS3 JOISTS WITH 4 ROWS BRIDGING - - I A I j +16' -7�' I I � I A °O�_ _ W14x22 W14x22 I�W16x31 j W14x22 W16x31 ---- I _ I► o 3/S5.1-9� ,-9, N T-6' 7'-6' i I ' I I i i I I I I I I 2'-2Yz' I 15'-0" 30'-0" 30'-0' 30'-0' 30'-0" 15'-0' 0@0 3 4 (5) 6 6.5 ROOF FRAMING PLAN - BUILDING 'A' SCALE: '4s' = 1'-0" AO�Ty / - CN°c 3 i/ i Tj► .o+ +15' 97A S� 24G 5N 10.11K 24G 5N 10.1 K W8x18� _ 7/S5.1 �cFf �'Oj ��• % i C`, ti Ir W1601 ! W21 x44 01 Jr i tie+`�s xfs:�, --- - _ 30'-0' 38'-101Yie' �, * �• _ _ . i 7.5 8.8 X , 17 %10 i J 1 2 8 I OUTSIDE FACE 190'-0' OF BRICK -�- 17'-6' 30'-0' I 30'-0" I 35'-0" I 30'-0' 30'-0' 17'-6' T10, 6' ` I � 5Wi' PNL. I I I I 5Yi" PNL. I I j I OUTSIDE FACE I I I I OF TILT -WALL 1 PANEL I J o I i o aa.. N Aaz A BPI j BP2 BP3 E BP4 I BPS BPI j BP7 11 _ +15'-4A- \`+15'-0- I +15'-0' +15'-4W7 2/S5.0 c, -,. • ml Im 1,8KCS4 JOISTS WITH 3 ROWS BRIDGING - I 2/S5.0 ! +t5 -lhi I i 15 ENO ! +15 -7Yi 3/S5.0 oCqW16x26 w16x31 w16x36 w16xa0 i P\e t R w16x36 w16x31 W16x26 I� _ B -- -- o - - - iL -� -r- --�- ..>:- - - i»0 3/S5.0 5'-0' 2 0 6'-0- 1 5 0 6'-0' = 30'-O'l ! 5 0 6'-0' = 30'-0' 6 0 5'-10' = 35'-0' I 5 0 6'-0' = 30'-0' '5 0 6'-0' = 30'-0' i 2 0 6'-0' + 5'-0' = 12'-0' I = t 2'-0' I 2/S5.0 A961 t 2/S5.0 OKC53 JOISTS NTH 4 ROWS BRIDGING 00 i>n d I I I I W8x10 I ! 11 I -W8x10 +16 -5A" I I +16 5A* A 00 W14x22 W14i 22 W16x26 W1601 I W16x26 W14x22 i W14x22 _ o � LC) N S9/S5.0 3/S5.1 � � - o ' I 3/S5.1 � LO fiLnV)\ I I i I 2'-6' I 15-0- ! 30'-0' 30'-0' 35'-0' ! 30'-0' ( 30'-0' 15'-0' I 2'-6' of 1 1.2 2 3 4 5 6 7 7.8 8 ROOF FRAMING PLAN - BUILDING 'B' SCALE: %6' = l'-0' I I! 00 0 0 `n 00 FAI ROOF NOTES: 1. ELEVATIONS SHOWN THUS: (EXAMPLE) ARE GIVEN AT BOTTOM OF JOIST BEARING FROM REF. EL. 0'-0', 2. ALL OPENINGS IN THE ROOF DECK LARGER THAN 12' ROUND OR SQUARE MUST BE SUPPORTED BY AN ANGLE FRAME 3 1/2- x3 1 /2%1 /4'. FIELD WELDED TO THE ADJACENT BAR JOIST. (RE: DETAIL 12/S5.0) 3. BAR JOIST SEATS SHALL BE 'CANTED" OR 'SLOPED' WHEN NECESSARY TO PROVIDE A LEVEL BEARING SURFACE. 4. ALL ROOF FRAMING MEMBERS SHALL BE PROPERLY BRACED BY THE CONTACTOR/ ERECTOR UNTIL THE STRUCTURAL ROOF DIAPHRAGM HAS 817EN COMPLETELY CONSTRUCTED. 5. AT THE JOISTS NEAREST EACH COLUMN SHOWN THUSLY (•) FIELD WELD AN ANGLE 1Y4 x IY4 x A FROM THE BOTTOM CHORD OF THE JOIST TO THE SUPPORTING BEAM OR WALL PANEL. IF ASTERISKS ARE INDAVERTENTLY NOT SHOWN ON PLAN, CONTACK STRUCTURAL ENGINEER FOR ANGLE BRACING REQUIREMENTS. 3s ROOF JOIST NOTE: 1. NET UPLIFT FOR ALL ROOF JOISTS = 20 PSF, HAYNES WHALEY ASSOCIATES, INC- Structural Engineering Houston, Texas Reston, Virginia HWA¢# )8526-00 5.26-99 REVIEW, PERMIT & PRICING 7-1-99 REVISION NO.1 9.30.99 REVISION NO. 4 a OSBORN & VANE ARCHITECTS.= 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSIN(_'J� SHOPPING CENTER RUCK PRAIRIE o HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn RS Checked RV a ' Sheet No. S3.0 ( / � ) ��, PANEL THICKNESS BEARING PLATE 5-1/2- - 7-1/4- R 1/2'xl3'xl'-I" 7-1/2- - 8-1/2- R. 1/2'xl3'xl'-2' 8-3/4" - 9-1/4" It' 1/2'x13'x1'-3' ¢ 2 - Y4" DIA. x 1'-6" LG. _6W4 6W - ANCHOR BOLTS 11h' tth' 4' Y4'�' BRG CHANNEL 11 3' (SEE DETAIL THIS SHEET) a y"" w - EXTERIOR L 1 Y4xt V4x'AxO'-11 LG_ w t8 FACE OF BLDG. i BRG R (SEE SCHED ABOVE) SHAFT OR OVERREAM GROUT SOLID FROM TOP OF SHAFT TO BOTTOM OF PANEL EA. SIDE OF BEARING PLATE TYP. RE: 5/S4.0 PLAN Y4' = 1'-0' U.N.O REI JOINT 0- 1-14 AT EACH SIDE (TYP.) wuT 2'-0' SQUARE BLOCKOUT (MIN.) -� PLACED AT EACH SIDE OF BLOCKOUT TYPICAL BLOCKOUT DETAIL SEE OTHER KEYED DETAILS - FOR EXTENT '" ANCHOR BOLT OR REBAR PROJECTION io i W SCHED. TIES 3 OJT �Iw m Cr a ,'�; o w oN 0 o SCHED. VERT - REINFORCING a~ a� W � z w , F/ th' PA JOINT z 0 a w J W o v oIa t 1h" EQ. EQ- lh' 1 Yi'- . EQ. EQ. i L 1 Y4x1 V4x1Ax0'-6" LG. L 1 Y4x1 Y4x!,tx0'-6' LG. j BEARING If (SEE I EXTERIOR EXTERIOR SCHEDULE ABOVE) FACE OF BLDG. FT. ;E OF BLDG. j BEARING IF (SEE > r SCHEDULE ABOVE) J BEARING CHANNEL BEARING CHANNEL N (SEE DETAIL (SEE DETAIL o a a - - -- - --- - THIS SHEET) THIS SHEET) - ~ - - a �- ' - - - a 1- �5 X 4'-0' ADD'L- w > SHAFT OR - L--- Q zQ a OVERREAM z 001, -- -;i-- -- a a ¢ SHAFT ORUJ _ - w JJ W W �y OVERREAM EXTERIOR -¢ 4 - Y4' DIA_ x 1'-6' LG. L FACE OF BLDG- ANCHOR BOLTS x 1 -6" I.G. ANCHOR BOLTS -- EXTERIOR FACE OF BLDG_ 4' SEE PLAN vs 11' 1t 3' I r SEE PLAN REF. PLAN FOR PIER 3" i I ¢ SHAFT OR SHAFT OR — - ---- - OVERREAM OVERREAM PIER do PNL. JT. NOTE: ALL STEEL PLATES, ANGLES NOTE: ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE AND ANCHOR BOLTS TO BE _ _ ,NOT PLPE 2-Q' GROUT SOLID FROM TOP OF SHAFT PROTECTED WITH A MINIMUM GROUT SOLID FROM TOP OF SHAFT PROTECTED WITH A MINIMUM TO BOTTOM OF PANEL EACH SIDE OF 3' OF CONCRETE. TO BOTTOM OF PANEL EACH SIDE OF 3' OF CONCRETE. 2 BEARING PLATE (TYPICAL)- RE: 5/S4.0 BEARING PLATE (TYPICAL). RE: 5/S4.0 4 TYPICAL STEPPED PANEL SECTION FOOTING SCHEDULE SHAFT DIA. VERTICAL REINF. TIES NOTES 12- 4 - 14 13 0 10' SQ. TIES 14' 4 - 14 #3 0 12' SQ. TIES 16- 4 - J5 #3 0 12' % TIES 18" 4 - J5 #3 0 15- 20- 6 - 16 #3 0 15' 22' 6 - 16 #3 0 15- 24' 6 - 13 0 15' 30- 6 #3 0 15" NOTE: NOTIFY STRUCTURAL ENGINEER 24 HOURS PRIOR TO DRILLING do POURING FOOTINGS UNDER REAM DIAMETER (SEE PLAN) 11 TYPICAL DRILLED FOOTING DETAIL NO SCALE 15 PANEL THICKNESS BEARING PLATE 5Yt' - 7V4' R 1h'x16'x1'-4' 71h" - 8Yt" IF 1h'x17'x1'-5' 8-V4' - 11Y4 F Yt'x19'x1'-7' BEARING CHANNEL SCHEDULE PNL SIZE CHANNEL SIZE PNL SIZE CHANNEL SIZE 5-1/2- C6x8.2 8' C8x11.5 6-1/4- C6x8.2 8-1/2' C8x11.5 6-1/2' C6x8.2 8-3/4' C9x13.4 6-3/4- C6x8.2 9-1/4* C903.4 7-1/4" C7x9.8 11-1 4' C12x20.7 7-1/2- C7x9.8 12-3 4- C12x20.7 7-3/4' C8x11.5 PANEL THICKNESS BEARING PLATE 51h' - 7Y4' R th'x16%1'-4' 716' - 8lt" R 't%17%1'-5' 8Y4' - 11Y4" R 'h'x19"x1'-7' 12" 11s,s I It 1' THICK Y-L I W/ 4 - 1A6'0 ( :C HOLES FOR 4 I .- TYPE 'A' A -BOLTS N lh' THICK LEVELING PLATE ANCHOR BOLTED TO TOP OF FOOTING AND SET ON BED OF NON -SHRINK GROUT. SEE OTHER KEYED DETAILS FOR SIZE AND LAYOUT REQUIREMENTS OF / LEVELING PLATE_ --J RESTRAINT ANGLE WELDED TO BEARING CHANNEL AND LEVELING PLATE. PANEL BOTTOM BEARING CHANNEL. AFTER FINAL PANEL ALIGNMENT AND WELDING OF RESTRAINT ANGLE, GROUT SOLID (WITH NON -SHRINK GROUT) THE REMAINING SPACE BETWEEN THE BOTTOM OF THE PANEL AND THE TOP OF THE FOOTING - PIER FOOTING EXTERIOR ELEVATION VIEW AT TYPICAL 5 PANEL - TO - FOOTING CONNECTION FOOTING I EQUAL. EQUAL i PLAIS 11h" llh' EXTERIOR FACE OF WALL 10 i 2'-0" (4)-/6 x 4'-0' I • TOP AND BOTTOM o BEARING PLATE � x13'xl'-t" FROM WALL PANEL I i WITH 2 - '4%'0 HOLES. `14 INTO GRADE BEAM BASE PLATE DETAIL '`'' 0 W BEARING CHANNEL = SCHED. TIES 0 I SEE DETAIL THIS g FOOTING SCHEDULE SHAFT DIA_ VERTICAL REINF. TIES NOTES: 12' 4- 4 3 0 10' SO. TIES SEE OTHER KEYED DETAILS FOR EXTENT OF ANCHOR BOLT OR REBAR PROJECTION. ----------- -- I SHEET � �'• o----`` cn 00 z- - n�u _ <m aW /,fyJ oN o _ —�a R — - LW- - —1 --- ItAa— i � Ow W � SCHED. VERT.h' DIA_ xt'-0' LG. a - -- , - co REINFORCING � 3' I `6' ! 3 ' KSM DEFORMED .� BAR --1'-� Y4'0 A307 EXTERIOR FACE 2 - 4',"0 x 1'-6' OF BUILDING LONG ANCHOR BOLTS I ANCHOR BOLT - _ NOTES TO CONTRACTOR ANGLE IY4'x1Y4'xA*xO'-6' LG. 1_ PROVIDE 3" (MIN) CONC. COVER OVER ALL EXPOSED STEEL. 2. CHANNEL FLANGE TO BE FLUSH WITH EXTERIUR FACE OF PANEL. — ' GROUT SOLID FROM TOP OF SHAFT 3. NO SHIMS ALLOWED WITHOUT PRIOR APPROVAL OF TYPE "A" ANCHOR BOLT --�- _ -7 TO BOTTOM OF PANEL EACH SIDE STRUCTURAL ENGINEER.OF -- - NG PLATE. (TYPICAL ALL COLUMNS U.N.O.) -- — (TYPICAL I SEE DETAIL 5/S4.0) 7 TYPICAL BEARING CHANNEL DETAIL 8 BASE PLATE AND ANCHOR BOLT DETAILS 9 TYPICAL DRILLED PIER DETAIL 10 NO SCALE NO SCALE FOOTING CUT EVERY OTHER BAR BELOW SAW CUT CONTROL JOINT lth' DEEP SAW -CUT JOINT EQUAL 9QUAL LOCATIONS FILLED WITH SEMI -RIGID EPDXY JOINT FILLER E P A 5-1' EXTERIOR FACE OF WALL - 1Ih' ! 11h' (4)-16 x 4'-0" 2'-0' 10 TOP AND BOTTOM BEARING PLATE Yt'x13'xt'-I' i o WITH 2 - 1�S6'0 HOLES. FROM WALL PANEL iI� INTO GRADE BEAM j i 1 fig (Ilj L z VAPOR BARRIER TYP. SLAB REINF_ z BEARING CHANNEL g SEE DETAIL THIS �; SHEET TYPICAL CONTROL JOINT » ; . _ _' _ rl- - = - - - - - - - - - - - �_ _ _ _ Q NO SCALE .-- U.J a `naL--- — 0 EXTERIOR FACE OF BUILDING 2X FORM BD. TO BE - �-14 0 24' 0 C W/ REMOVED PRIOR TO SE ONG D POUR CARDBOARD SLIP TUBE ONE END 2'-O' it 12 TYPICAL CONSTRUCTION JOINT z - _ _ _ STL- PIPE COLUMN RE: PLAN FOR SIZE Z Q _ ct d i �. I i � J T OUTSIDE FACE OF CONC. PILASTER II 97A* 9� - FACE FACE RE: , -VAPOR BARRIER TYP. SLAB REINF. ¢ 2 - -V4 " 0 x 1 ' - 6 ' — LONG ANCHOR BOLTS i ANGLE 1 Y4"xl Y4'xA"xO'-6' LG. GROUT SOLID FROM TOP OF SHAFT NOTE: All STEEL PLATES, ANGLES TO BOTTOM OF PANEL EACH SIDE AND ANCHOR BOLTS TO BE OF BEARING PLATE. PROTECTED WITH A MINIMUM (TYPICAL SEE DETAIL 5/S4.0) 3' OF CONCRETE. 13 14 PANEL THICKNESS BEARING PLATE 5Yt' - 7Y4' F It X13"xt'-1' 71h' - 81h' R Wx13'x1'-2' 8Y4' - 11Y4" Q lh'03'0'-5' ¢ SHAFT- SEE PLAN yj 9' 1 9" t th' t th' ¢ 3 - Y4 x 1'-6' LONG ANCHOR BOLTS I ANGLE 1Y4x1Y4x1Ab"xO'-6' I tA Z I Q w — t---� EXTERIOR FACE - OF BUILDING s I BEARING F tt"08%1'-6" �e . WITH 3 - '�%"0 HOLES NOTE: - BEARING CHANNEL ALL STEEL PLATES, ANGLES SEE DETAIL THIS SHEET AND ANCHOR BOLTS TO BE PROTECTED WITH MINIMUM GROUT SOLID FROM TOP OF SHAFT 3' CONCRETE. TO BOTTOM OF PANEL EACH SIDE OF BEARING PLATE. TYPICAL- 16 6' 51h' i FACE OF BRICK - IN OUTSIDE OF CON SEE DETAIL 13/S4.0 FOR ADDITIONAL NOTES AND REINFORCING o v 00 PIER AND COLUMN EQUAL EQUAL I i � J i I I 7 FACE OF FACE FACE BRI PILASTER RE: ARCH 10' 3'-5" 10' PLAN 01 STL. PIPE COLUMN RE: PLAN FOR SIZE OUTSIDE FACE OF CONC. PILASTER DWGS. I*_11" NOTE: ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE PROTECTED WITH A MINIMUM 3' OF CONCRETE. z a J d w i� ;ADE BEAM G. SEE ;4.1 �. Lti �f7_'%fit HAYNES WHALEY ASSOCIATES, INC. Structural Engineering Houston, Texas Reston, Virginia HWA# 98526-00 Date issued/revised 5.26.99 REVIEW, PERMIT & PRICING 7.1.99 REVISION NO. 1 OSBORN & VANE ARCHITECTS. 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE o HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn RS Checked RV U ` A V Sheet No. S4.0 PNL_ THK. REF. PLAN P REF. W PLAN w I BRICK LUG AT o DETAIL 'IA' SEE DETAIL v=i 3/S6.1 FOR NOTES 14- -- -- 3' MIN. CONC. COVER OVER ALL E°;POSED STEEL W z TYP a � W > TYP. W BOT. OF PNL.-� TOP OF PIER EL. REF. PLAN TYP. I Vf " IF ON 1' — GROUT PIER I REF. PLAN FOR POUR STRIP # - #4 CONT. 0 12"O.C. 4 X 4'-0" 0 24"O.C. 2'-0" MIN. LAP - #4 0 24'0.C_ REF. PLAN FOR SLAB POUR STRIP WIDTH REINF- 0 N I � z W J tZ I - ADDN'L. 14 0 24- O.C. BETWEEN DOWELS GRANULAR FILL COMPACTED FILL NOTE : REFER TO SHEET S4.0 FOR ADDN'L. PANEL TO PIER CONNECTION INFO. 10 PNL. THK. j REF_ PLAN PIER I 1 XA 2 3 .V4' = 1'-0" U.N.O. RE: PLAN FOR PIPE COLUMN SIZE RE: 8/S3.0 FOR BASE F INFORMATION NOT SHOWN I I RE: ARCH DWG FOR SIDEWALK, CMU AND ADDITIONAL INFORMATION. TYPICAL (13 PLACES) 5'-1' x 3'-5" PILASTER REINF W/ 4-J5 TOP AN( 13 TIES 0 10- O.C. 8'-5" FINISH FLOOR OUTSIDE FACE - OF STORE FRONT I� ICI �I -----' M --- - - t ' II i �3'- 5- 6 SECTION THRU STORE FRONT 4-#5 x 3'-6' DWLS FROM PIER 1'-0" t N b CV /4 x3'-0' LONG DOWEL 0 24' O.C. INTO SIDEWALK (TYPICAL) 18' /4 DWLS 18' O.C. Roo SEE PLAN FOR a TYPICAL CONIC. SLAB a REINFORCING V4,1 N i 12"W x 24'D GRADE BEAM j REINF W/ 2-#6 TOP AND BOT /3 TIES 0 16O.C. WIDTH ¢ GRADE BEAM k PIER BEYOND NOTE. RE: 4/S4.1 FOR ADDN'L. INFORMATION NOT SHOWN. SECTION 7d- CNIEDr* I OF COLUMN do PIER 6' ¢ FOOTING AND fi— GRADE BEAM —;, 4 #4 x3'-0' LONG DOWEL j 0 24' O.C. INTO SIDEWALK (TYPICAL) i 18' #4 DWLS 18' O.C. co a TE a W LL ot _I 12'W x 24'D GRADE BEAM REINF W/ 2-/6 TOP AND BOT #3 TIES 0 16- O.C. 6' DEEP CARTON FORM RE: STRUCTURAL NOTES 2-#5 x 4'-0' DWLS �— FROM PIER ¢ COLUMN PNL_ THK. 10 REF. PLAN 1-#6 x N DWLS. 2'-0' FROM PANEL TO SLAB I i -------------- z a W iW � I �I UJ CC Date issued/revised 5.26-99 REVIEW, PERMIT & PRICING 7.1.99 REVISION NO. 1 4-/6 x 4'-0" DOWELS o TOP AND BOTT(*! REINF. N REF. 4/S4.1 FOR INFORMATION — — FROM WALI. PANEL ¢ PIER AND GRADE BEAM ADDN'L. NOT SHOWN INTO GRADE BEAM 2'-0' j - 'tR I i ADE BEAW WIDTH PIER 4 5 � SEE DETAIL '8' THIS SHEET FOR ADDITIONAL NOTES AND REINFORCING -1 z a J a N 12'W x 24'D GRADE BEAM REINF W/ 2-16 TOP AND BOT /3 TIES 0 16' O.C. 6' DEEP CARTON FORM RE: STRUCTURAL NOTES ,— 2-15 x 4'-0' DWLS FROM PIER ¢ PIER AND GRADE BEAM OSBORN & VANE ARCHITECTS .= 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSING SHOPPING CENTER _f 7 ' y ROCK PRAIRIE 0 HWY. 6 .......... COLLEGE STATION, TEXAS 'Y Project No. 98167 Drawn RS 4�,/ Checked RV HAYNES WHALEY ASSOCIATES, INC. Structural Engineering Houston, Texas .. Reston, Virginia `IJ� HWA# .c 8526-00 Sheet No. S4.1 T, . C-, SEE PLAN I I Date issued/revised < UJ ca C) V) W-1 PNL. THICKNESS----, , z W LU__J can z TOP OF L 'C" C) 0- TYP. JOIST POCKET 4*x8"x3V2' DEEP WITH ANGLE "C' 1-21h%2Vz%V4%0'-4' LG. W/V2"0x4' LG- KWIK BOLT 1 Y4' = l'-O" U.N.O. 6 Y4 ANGLE 2x2x:M6 AT JOIST LOCATIONS AS SPECIFIED BY JOIST GIRDER MANUFACTURER. WELD 'WITH M6' WELDS ALL AROUND AT EACH END. — L3'x3'x1/4' CONT- Z < CONTINUOUS TREATED 2X WOOD > NAILER TO BE CAST WITH PANEL. Cr 1, ANGLE 2Vzx2lhxM6 CONTINUOUS r w U- 0 g 2 'A" A r % . WELD TO R "A' WITH �i6' 'WELDS CD 0 6'-0" O.C. TOP AND BOTTOM OF ANGLE. U: w (MAXIMUM Ln -F- UJ V) -A- AT BRIDGING Rows L2" x 2' x V4" BOTTOM TYP. CHORD EXTENSION AT EACH JOIST MARKED THUSLY STANDARD S.J.I. ON PLAN AND 0 EACH JOIST HORIZONTAL BRIDGING AS REQ'D. BY JOIST/GIRDER MANUFACTURER - WELD TO ANGLE I%xIY4xA Oe-BRIDGING JOIST BOTTOM CHORD AFTER AT EACH STANDARD BRIDGING ROOF DEAD LOAD IS APPLIED. ROW BETWEEN PANEL AND FIRST JOIST. WELD AT EACH END. ROOF AND DECK OMITTED FOR CLARITY. HORIZONTAL ANGLE BRIDGING AS REOUIRED AND DESIGNED BY THE JOIST FABRICATOR. END OF 2W W8 BEAM RE: 1/S5.1 OUTSIDE FOR MORE FACE OF WBEAM INFORMATION CONCRETE RE: PLAN U) NOT SHOWN WALL PANEL < > C) UJ L4'x4' END OF T V4"x6"xl'-0" LONG WALL PANEL A:i4l WELD TO W8 BM. W/(1)-3/4-0 BOLT Fpl- --2— TOP OF EACH SIDE WBEAM SLOPES EL. VARIES IND E M.1 RE: PLAN .�EE PLAN Z UJ Z t Ce < UJ M Of CONTINUOUS ANGLE IsJ ..... .............. TOP OF R "E" CAST FLUSH WITH TOP OFBEAM- STANDARD A.I.S.0 DOUBLE ANGLE CONNECTION- WELD TO EMBEDDED PLATE AS PER GENERAL NOTES. ROOF AND DECK OMITTED FOR CLARITY. HORIZONTAL ANGLE BRIDGING AS REQUIRED AND DESIGNED BY THE JOIST FABRICATOR. - INSIDE FACE OF CONCRETE WALL PANEL > UJ M cc V3 C14 Y4. EXTEND JOIST BOTTOM CHORDS AT EACH COLUMN LOCATION. WELD TO PLATE 4x4xV4 WITH -M6' WELDS ALL AROUND AFTER ROOF DEAD LOAD IS APPLIED. - 7Vz" 8Vz" _ RE: PLAN COLUMN END OF CONCRETE WALL PANEL TOP OF W8 BEAM RE: PLAN L4%4";(l�'x0'-6' LG. OPNG. DIM. V4. V .y4' 'CHICK (MIN.) CAP PLATE (TYPICAL) WITH -A' STIFFNER PLATE EACH SIDE. STABILIZER PLATE Y4"x6"x0'-6Vz' — EACH SIDE OPNG_ TYP;/�-��!) I NOTE: 1 1. DETAIL SIM. FOR OPNG.'S BETWEEN BEAMS. COLUMN 1 2. APPLIES TO ALL OPNG-'S WITH A DIM. SEE PLAN GREATER THAN 12". TYPICAL FRJllVffNG' @ OPENINGS 10 PLAN IS"Ec-noii 12 (FOR INFORPiI]ATION ONLY) NO SCALE IF A CONCENTRATED LOAD IS APPROVED BY THE STRUCTURAL ENGINEER, PROVIDE ANGLE 2x2xV4 AS SHOWN. FIELD WELD /,rw,,rD.rrnaTr,r% I f%Ar% 'ro 10VZT WIP AKIn POTTnu rpopnrz WTW ROOF DECK AND JOISTS NOT amm FOR CLAIRTY. WELD AFTER ROOF DEAD LOAD IS APPLIED. SUPPORTING PLATE l' MIN L-PXJ /2X 6 MIN. TO COPE MIN. WEB THICKNESS (NOTE 2) SUPPORTS FOR ROOF TOP MECH'L UNITS) FRAME TO JOIST TOP CHORD AND ARE NOT LOCATED DIRECTLY ABOVE A TOP CHORD PANEL POINT, FIELD INSTALL AN ADDITIONAL WEB MEMBER ANGLE 2x2xV4" AS SHOWN ABOVE. CONTACT STRUCTURAL ENGINEER FOR ALL LOADS EXCEEDING 500 POUNDS. 1-1 VARIES I' MIN z t5 Q Ln M 1--<,E70X)( n- LL JINCHES) ALLOWABLE 30 L T ALLOWABLE WELD CAPACITY KIPS CAPACITY (KIPS 2 5 jig 37 48 3 8 IA 56 77 4 11 1/2 74 100 5 14 1/2 93 122 6 17 1/2 1,11 143 7 20 /2130 160 8 23 2 148 180 9 26 2 167 198 10 29 V2 186 215 NO jFS 1. REFER TO RISC MANUAL OF STEEL CONSTRUCTION (SECTION 1). 2. ALLOWABLE WELD CAPACITY IS BASED UPON A BEAM WEB THICKNESS OF 1/2- FOR A36 MATERIAL AND 3/8- FOR ASTM A572, GRADE 50 MATERIAL. REDUCE THIS CAPACITY PROPORTIONALLY FOR A LESSER WEB THICKNESS. 3. THE SUPPORTING PLATE CAPACITY SHALL BE BASED UPON AN ALLOWABLE LOAD PER BOLT OF 65 KIPS PER INCH OF PLATE THICKNESS FOR A36 MATERIAL OR 73 KIPS PER INCH OF PLATE THICKNESS FOR ASTIM A572, CRADE 50 MATERIAL. FOR BEAM CONNECTIONS ON TWO SIDES, THE SUM OF THE LOADS PER BOLT SHALL BE CONSIDERED. 4. FOR COPED Kidd CONNECTIONS, THE CAPACITY OF THE NET SHEAR AREA OF THE WEB SHALL BE VERIFIED. 5. THE CAPACITY OF THE CONNECTION SHALL BE THE LESSER VALUE OF THE ALLOWABLE BOLT CAPACITY, ALLOWABLE WELD CAPACITY, SUPPORTING PLATE CAPACITY OR THE WEB NET SHEAR AREA CAPACITY. 6. THE MINIMUM NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS: WIO & W12 W14 & W16 2 ROWS W18, W21, 8r '1124 3 ROWS W27 & W30 4 ROWS W33 & V136 5ROWS 6 ROWS 1 '13TAhIDARD BEAM CONNECTION DETAIL NO SCALE 3/4' 0 A325 BOLTS - BEARING CONN. - STANDARD HOLES 0 SEE PLAN NOTE: JOIST AND DECK OMITTED FOR CLARITY. 70 kl-tl I 'I if-Wil I .11 61VU I L.- I L. IV' - I' V4'0 BOLTS. PROVIDE CONNECTION AND BOLTS AS PER GENERAL NOTE REQUIREMENTS. ECCENTRICITY IS TO BE CONSIDERED IN BOLT PATTERN AND DESIGN. 'viz" CAP PLATE WITH 4 - Yi% BOLTS J HAYNES WHALEY ASSOCIATES, INC_ StructuralEngineering Houston, Texas Reston, Virginia HWA# 98526-00 5-26-99 REVIEW, PEDAIT klr, PRICING 7-1.99 REVISION O. "I OSBORN & VANE ARCH"ITECTO 2000 Bering rifive, Suite 410 floustoit, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects 11"OCK PRAIRIE C "0"" 'l ISHOPPING CEI'144TER,, ROCK PRAIRIE 0 HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn RS Checked RV Sheet No. S 53, 0 Date issued/revised ARCH. Q u" I SECTION F'A 1 I 4• I KC ♦ D/`u T1 f1uNC I 5 O 4" SEE ARCHT'L OWGS I FOR FLASHING I CONTINUOUS ANGLE 3x3xMG-� ill li STANDARD AISC SHEAR TAB CONNECTION i I PIPE 5 STD L4'x4'xl/4' CONT. CONT. L3'x3"xl/4' FUTURE/EXISTING CONSTRUCTION 6" CSJ 18 GAGE 0 16' O.C. MTL. STUDS ARCH. FIN. LINE 6 ■ 2 RE: PLAN ¢ WBEAM I\ I � a L3'x3'xY4" CONT. ROOF DECK W RE: STRUCTURAL NOTES a > NOT U SECTION SCALE: Vi = 1'-0" U.N.O. GLE >xY4 :N JOIST Ll Y4'xl Y4"x%" 0 EACH JOIST MARKED (•) ON PLAN WELD TO JOIST BOTTOM AND BEAM AFTER ROOF DEAD LOAD IS APPLIED FOR SIZE 7 STL. JOIST RE: PLAN FOR SIZE s A 6" CSJ 18 GAGE 0 16' O.C. MTL. STU[ ARCH. FIN. LINE 3 SECTION 8 RE: PLAN FOR SIZE c OTES w a< AMATION V4'm STUDS WELDED TO PLATE "F' BENT PLATE 50VtA6 WITH 1)i6'x1'M6' HOLES � 4 HAYNES WHALEY ASSOCIATES, INC. Structural Engineering Houston, Texas Reston, Virginia HWA# 98526-00 152699 REVIEW, PERMIT R PRICING 7.1.99 REVISION NO. 1 OSBORN & VANE ARCHITECTS. 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE o HWY. 6 COLLEGE STATION, TDCAS Project No. 98167 Drawn R5 Checked RV Sheet No. S5.1 0 -1 ;T� 1A, nn' liu., 48- MMUMFUM rM mrsufffm —m, Z im VA TH CONTII 2x WC WITH I AS Sh a 01 01 4'-8- 6'- 0' 6#-0. 5,Y4. Y 5'- 5 Y4" 6'-0' 1-0. 6'-0' 5V )'-5Y4" 6t-o* 6'-0' 6'-0" 6'-0--"---------5--Y--44 m 51-5M' 6'- 0' 6'- 0" 6#-0- 6,-0, 5 -m 5- 51; 61-0. 61-W 6*-0, 6'-O' 5Y4' 1 POCKE'T, ANGLE "C' IUOUS* TREATED OD NAILER CAST IANIEL. TYPICAL OWN WORK WORK POINT— POINT ,\ U.] 'tT W Itil i7 W 14 0 24- O.C. BEARING CHANNEL EX END, EA. PNL. RE: DET. 7/S4.0 — AM 511" THK. AP2 SCALE: 3/16' = 1'-0" mm %,' THK- AP3 511' THK. AP-J!, 5V2' RIK. AP45 AP6 5h' THK. AP7 511' THK. AP8 5h, RIK. AF9 %Li' THK. it, em-1 1�0 rm ,)A, IIIA, rm 5'-10'Ma' 61-0. 4'- 10140 1t-1. 61-0. C-0, 6'-0" 6'-0' C-00 5- 5- 5 -Y4 6'-0' 6' -0, V-0, 6'-0' 5 -Yi, 6'-0" V-5M' V-0, 6'-0" 6'-0' 'Y-61V 8w- JOIST POCKET NTH ANGLE 'C' ------------------ -7- 1P 'F'— LZ3 EfF— —rT-f 1�3 Lp CTOP OF PLATE 'F' 2/S6.1 10 3-0 CONT. ADDN'L. 3-#CONT. ADDN'L. REINFFORCING AT EACH REINFORCING AT EACH 'F" PLATE 'E' PLATE AP10 THK. AP11 TW AR12 54i' THK- AFIt"31 5Y2' RIK. Moog=__ MAIRWIN km Date issued/revised 5-26-99 REVIEW, MIRMT PRICING 7-1-9,9 REVISION �,10. 1 & Ir Ci r1i qj 2 I BORN & VANE ARC11 A 0 j? 2000 Bering Dfi?e, Suite 410 flouston, Texas 77057 713 781 5262 Fax 713 781 6347 Members American Institute of Architects 11-11. ROCK PRAIRIE 'SH0PP1NU""-'* I p RO -1� 6 CK PRAIRIE 0 HW CO LLEGE 517ATION, TE MS is Project No. 9816/ Drawn R Checked RV IIA''YNES WHALE ASSOCIMES, INC. Structural Engineering Houston, Texas X Reston, Virginia 6 0! HWA# 98526-00 Sheet No. Date issued/revised 61 CONTINUOUS TREATED WITH PANEL TYPICAL AS SHOWN St ' � W.P.� / ' ' i | ` | -r noE^� ^�-- ------ — ------ ------ — ----_' ___. | ! | ' V�| 171 3-#6 CON[ ADDN'L' U|� REINFORCING AT EACH � T- to BEARING CHANNEL S0&2 3/10"= 1'-0, �0 Y�V NA V!� ^`k,-- 3-16 CON[ ADDN}' ^ ��y REINFORCING AT EACH J4 0 34° O.C. _0, PLAN DIM. � PANELDIM. 'w Y4"|1� N~ 13a EXTERIOR FACE OF PANEL SIX CAST DLT-UPCONCRETE WALL PANEL NOTES: � 1. UNLESS NOTED 0[H[RVMSE, PANELS SHOWN ON DRAWINGS ARE TO BE CAST ON SITE, TILT -UP CONCRETE WALL PANELS. | 2. SEE GENERAL NOTES SECTIONS: "CONCRETE' AND 'STRUCTURAL STEEL~ FOR SPECIFICATIONS ON C0NCRETE, REINFORCEMENT BARS, AND EjIBEDDED PLATES. UNLESS NOTED 0THERYN3[^ PANEL REINFORCEMENT SHOWN ON PANEL ELEVATIONS IS ADDITIONAL TO THAT CALLED FOR IN THESE NOTES. l PANEL MAT REINFORCEMENT SHALL BE AS FOLLOWS: PANEL STRUCTURAL THICKNESS REINFORCEMENT | 5V2" TO 6,Y4° INCLUSIVE . �4 AT 12" O.C. VERTICAL / #4 AT 15~ O.C. HORIZONTAL | 7~ TO 8W^ INCLUSIVE �4 AT 12~ O.C. VERTICAL | . = W4 AT 12 O.C.HOR|Z0NT4L 8Vz~ TO 111/4° INCLUSIVE (TNO MATS) N4 AT 12~ O.C. VERTICAL EACH FACE W4 AT 15- O.C. HORIZONTAL EACH FACE | THE CENTERLINE OF THE VERTICAL BARS SHALL COINCIDE WITH THE CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL ! FOR SINGLE -LAYER iNIAT5. PANELS \NTH TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1Y2^ CLEAR OF EACH FACE. SEE | PANEL ELEVATIONS FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. � 4. PROVIDE 1 (FOR EACH NAT OF STEEL) CONTINUOUS AT THE TOP, 88TT0W AND SIDES OF EACH PANEL AT THE HEAD, JAMBS AND � SILL OF EACH OPENING AND EACH FUTURE KNOCK -OUT OPENING IN THE PANEL, PROVIDE 2-#5 (1 NS & 1 FS) THAT EXTEND AT | LEAST 74 INCHES BEYOND THE LIMITS OF THE 0PEN|NCL | � 5. PRO'VIDE 1-�5 � 4'-0^ (FOR E�(� ��T OF STEEL), WITH A g� DEGREE BEND AT THE W|UpWM� AT EACH BOTTOM CORNER OR i ^ ^ ' ^ ~ / EACH SPANDREL PANEL AND EACH FULL HEIGHT PANEL MORE THAN 15'-O- VMD[. 6. PROVIDE 1-#5 % 4^-0" (FOR EACH ��T 0F 3TEEL), PLACED DIAGONALLY AT THE CORNER OF EACH OPENING, FUTURE KNOCx-OU[ . . OPENING &ND AT THE CORNER OF NOTCHES IN THE PANEL 7' UNLESS OTHERWISE NOTED ON THE PANEL DEDt|L3, PROVIDE 3 #6 VERTICAL BARS FULL HEIGHT AT THE BEAM/JOIST GIRDER ! LOCATIONS ONE AND ONE-HALF 01A INCHES CLEAR OF EXTERIOR PANEL FACE. i / {L ALL PANEL LEGS i~-6' THRU J'-O~ VNDE (THAT ARE REMAINING AROUND SIDES OF OPENINGS) ARE TO BE REINFORCED WITH 3 V§ VERTICAL BARS FULL HE|GHT UNLESS OTHER PANEL LEG REINFORCING IS SHOWN ON THE PANEL DETAIL. THESE VE1`01CAL BARS ARE TO BE TIED TO THE W4T STEEL TOWARD THE EXTERIOR FACE OF THE WALL PANEL 8. THE GENERAL CONTRACTOR SHALL REM[W AND VERIFY ALL PANEL D|MEN30N5, OPENINGS, BEAM AND JOIST POCKET LOCATIONS, | 'NELD PLATE LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO CASTING PANELS. 10' THE PANELS ARE DRAWN VIEWED FROM THE INTERIOR, UNLESS NOTED OTH[RVM3E, AND SHALL BE CAST WITH THE EXTERIOR | FACE DOWN. ! 11. EXPOSED EDGES OF PANELS a|ALL B[ CHAMFERED, EXCEPT AT THE INSIDE FACE OF OVERHEAD DOORS. SEE ARCHITECTURAL DRAWINGS FOR PANEL R0UES, REVEALS, CHAMFERS, ETC. 12. THE PANELS HAVE BEEN DESIGNED FOR THE IN-SERNCE CONDITIONS ONLY. ADDITIONAL REINFORCEMENT, STRONG -BACKS, ETC WAY BE REgU|RED FOR LIFTING. TH[ GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL LIFTING DESIGN AND METHOD. CONTRACTOR SHALL 8|STR|Q0TE CRANE LOADS TO THE SLAB ON GRADE IN SUCH A MANNER S0 AS NOT TO CRACK THE SLAB. 13. L|FONG|MSERTS VISIBLE AFTER 'FINAL CONSTRUCTION SHALL BE PATCHED AND FINISHED TO MEET THE ARCHITECT'S APPROVAL. }4' TEWPORABYBRACING OF PANELS SHALL NOT B[ REMOVED UNTIL AFTER THE SLAB LEAVE OUT HAS BEEN POURED AND THE ROOF DIAPHRAGM | CONSTRUCTION HAS BEEN COMPLETED. | 15' PROPOSED EMBEDDED CONDUIT PLACEMENT IN TILT -UP PANELS SHALL BE SUBMITTED TO THE STRUCTURAL EN[QNEER FOR RENEW. ASSOCIATES, C' Structural Engineering Houston, Texas Reston, Virginia ������� 5�26'99 "~EV"E°°» PERMIT �° PRICING 7-1-99 REVISION NO I /� Sheet No. 9-000 Bering Drive, 0 713 781 5262 Fax 713 761 5347 Members American Inslitute of Archi*6­ �' -, t 11 9% I&, 1 4 'u-1 -in, I I I " I'L* oo'-111A" x A I I I IAI 1A m .)(a,— i I W — VA . 4'-6- 6'- 0' 6'-0" 5-Y4' 5'-5Y4* 6'-0" 6'-0" 6'-0' 6'-0' 5Y4- 5'- 5V4" 6'-0 6'-0' 6'-0' 6'-0' 5' 5'- 3-Y4" 5-10' 5'- 10' 5'- 10' 5-10, 5'— 10' FJ Y4' 5'-5Y4 60-0- 61-00 6.-0' 6'-0" 5Y4" 1� ie JOIST POCKEl PATH ANGLE 'C JOIST POCKET ONTINUOUS TREATED WITH ANGLE 'C" x WOOD NAILER CAST (ITH PANEL. TYPICAL ,S SHOWN (D WORK POINT DT Up I r J4 0 24- O.C. BEARING CHANNEL EA- END, EA. PNL . RE: DET. 7/S3.0 13pi 516' THK. BP2 5Ya' THK. BP3 SCALE: 3/16' = 1'-0' BP6 51h" THK. BP7 512' THK. 19*— 11 Y40 19, 1 1'W 1/2. 19'-11-Y4* 14- 7'-24V 7'-4%' 5'-0%' :'-3k 7-8 V4' 7-6 2'-5,%4'- 11 -Y4' 7 1-6- 7'-6" -65'-6' 6,-0" 6'-0' 11 V4' 11 Y4 6'-0' 6 0' 6--0- JIV 11,Y4- 6--0 6'-0. 6-0. 1 7'— R T WORK POINT -F- 'E' -0, 2 'A' %' THK. Bpzl� 51i' THK. U05 51i" THK. —0. 10 19'— 11 V4' W11i, 19'-1116" 116' 19'- 11 -Y4' -0. 7'-6" 4'-11 5Y4', 7'- 8Y4' 5'-O"W 7'- 4fit' 7'- 2%' 7'-6" 7'-6' 'A 31h 14- g T 'F' Z-F WORK POINT 3-J6 CONT. ADON-L. REINFORCING AT EACH 2 'F- 7- 3-#6 CONT. ADDN'L. REINFORCING AT EACH I ' E, C14, A WE 5Y2' THK. 13PI9 5V2" THK. R pi1q, 5h' THK_ 13P8 51/1' THK. [31a9 5Yi' THK. SP1110 5&1* THK. Date issued/revised 5-26-99 REVIEW, PERMIT & PRICING 7-1.99 REVISION f140.1 26� NSBORN & VANE ARCHITECTS 2000 Bering,, Drive, SW 4 410 flouston, Texas 7.7057 713 7815262 Fax 713 7815347 Members Americaa Institute of AB dAects RO(ol""K P RAI R ')� t CY 0`r-"1'.' Ci SHOPPING CENITER ROCK P[WRIE a MY. 6 TATION COLLEGE S TWS Project No. 98167 Drawn RS Checked RV HAYNES WHALEY ASSOCIATES, INC. Structural Engineering Houston, Texas X Reston, Virginia HWA# 98526-00 Sheet No. S7.0 1 16 - fDARIONG OT LIGHT FIXTURE Date issued/revised 5,2699 REVI- 1, PERMIT & PRICING 7.1-99 REVISION NO. 1 11-01-99 REVISION NO. 5 CAP N0_ FIXT. LAMPS TYPE MANUFACTURER PER POLE NO. TYPE McGRAW EDISON GMA91125A5 4 4 1000 W M' CA LUMARK IMHNKT761000480 2 2 1000 W M MOUNT ATT 30 -0 AFF OB MCGRAW EDfSON 4 4 1000 W M #GMA91125A5 OC McGRAIN ED60N 3 3 1000 W M #GMA911253V OD 2 2 1000 W M OE 1 1 1000 W M , POLE MODEL NO_/ REMARKS MOUNTED ON 2'-6' BASE. FIXTURES AND PULES POWDER COATED PAINTED DARK BRONZE. PROVIDE ALL REQUIRED MOUNTING BRACKETS FOR POLE, FIXTURE AND FLOOD LIGHTS (480 V). — 1. PROVIDE FUSED PROTECTION IN ALL BASES. t - - 2. POLE SHALL BE DESIGNED TO WITHSTAND 90MPH WINDS WITH A GUS-f FACTOR OF 1.3 3. SEE POLE BASE DETAIL. 4. APPROVED POLE MANUFACTURERS: KW, UNION METAL, VALMONT. 48- BELOW FINISHED t GRADE. JUNCTION BOX. PROVIDE CONCRETE % I PAD PER LOCAL UTILITY COMPANY i ELECTRICAL KEYED NOTES t SPECIFICATIONS. ..i r,,` �- �-.w. �-- , _ i 2 2#8, 1 #10G, 1 nC 3 3;#6, 1,#8G, 1 nC _ » �� ((t t /•'' .. ' » w ,` - ` 2nC_ FURNISHED �� f�5 3#6, 3#8, (FLOODS), 2-4nC_ �'';.: 7 .� �. / f ? ` AND INSTALLED 1z3G, 1 1/4'C DURING STREET' 48 BELOW - / ! �, v /' `' 6 4,8, 1 10G., 1 �C. ! I FINISHED '° \ i '' IMPROVEMENTS GRADE. (BY OTHERS). PROVIDE TRANSFORMER PAD PER LOCAL a ! 2 /� ' / FDC > , UTILITY COMPANY REQUIREMENTS_ COORDINATE i >> LOCATION,, 1 ! TRANSFOFMER \ I, !�' 2-4gC OC `.;`- � ALL CONDUIT ROUTING WITH LOCAL POWER rJ `, n COMPANY PRIOR TO INSTALLATION. ! ' , 48 BELO't FINISHED i v t r v PLUMBING KEYED NOTES SEE KROGER DRAWINGS D� • FOR SECONDARY REQUIREMENTS. \ 1 3' X 3' DIRT LEAVE OUT \ 3 4n SCHEDULE 40 PVC 18- BELOW GRADE HBy-33 - 'PANEL', nHB�' n tr -®� 3 2 DOMESTIC WATER OD t t o \` TRUCX`'\ \ �/wJy \ 4" SANITARY F.L=4'-6n B.F.F. DOCK t OC/ JJ \ ,� 14 SANITARY F.L-6 -0 6 6' FIRE SERVICE i, •fii j `� ,7 •; /° tea � \ � '` �' '6 ,� '�_ � i ( ? I ! I `,� v '� CAP 1 t t / ``//,,----��-- '.. 1 t %o 2-4nC. ,-- t 48 BELOW ! FINISHED GRADE. I I y HB-30 r _fir t t I - PANEL "LCA' SITE TG t N a 48 BELOW �t <��. OA ( .» r 1 ', (1)-4"C. W/ PULLWIRE FINISHED- ---- - — _ - ! FUR TELEPHONE. GRADE. -- !, 3>.� ' ® e r 2ANSFORMER. PROVIDE PAD PER COMPANY SPECIFICATIONS. e , LOCAL UTILITY C01 (fYP. FOR ALL TRANSFORMERS). IIt t i ,.!' eke i ��` � '♦ >�/d 7 ! .'' .�' ' \ LHB-1 I' I I HB-36' SIT 1�TG ,� e ;� `� n c •. > > t �%. HB-37., E.00DS J' �. 1 \ a pp - ) > r OD L I \ ! a y 'a �' --• '' ��r� - t ` � el r CR r. 01 a (1)-4-C. W/ PULLWIRE 5 /> ee ,�., \ -----, ! - v 30 8EL0�1 ! t / e FOR TELEPHONE. e; FINISHED --- DE. " 7 e SEE ' . • r t I v .+ _:, f '';�}.i h"-'•.• (.:. 1 r � 3 1 s � aw � _ r, •/�,. S ONE LINE ;�� DIAGRAM FOR OD I }� ` FEEDER SIZE t \ C -Y, METER W11 GUTTER t t 1 LHA-1 1 _ 2�-��'�' r� ��' ;:, r / t• 1� 2-4nC_FUTURE 1 ` \ ;' 4f3 .' ' r f ; ' e; 48n BELOW t Al .1J �, 3 i it a r' i ' FINISHED J t T r' e GRADE. i e 'I I 9 �`--`---� SEE 'ONE 'I UNE; DIAGRAM I u { ".4 fit ! � a--___—_— i c FUR FEEDER LHA_'I °:� SEE--- ' D I I i METER ------ � i it � 0 TRANSFORME t t- GUTTER + a , (1)-4"C.. W/ PULLWIRE t t -- -- - ! e ' UB L' LCA-42 / ' FOR 'TELEPHONE. - - u -1i6� -r - �- .�- - -st - 6 Dc Loc T QN wb - � t °-ODEJ ;' !� fQD I - 7 'tar+ .- L' 1 _--- " ,.•. i / _ \ ,�r ; , i , a;2t: r _ Y. d OB i r a 24 FURNISHED) '- AND INSTALLED C _ _ _ - - 3 _._...___E l 4VP J BY POWER CO. - - .� i _ . GF _ -, - -- ------ I 1 FOR STREET , .. �, + --- - -_ A �'k�• , � �! t i--. 1 �i �' �� �� - _- '� EXlSfING _ LIGHTS_ ;! ! ,�I `._ ! TRANSFORMER - i V 1 u, tt r + 1 �- �? 'OC _-. F I .. — - t i I - --- 9 ---- - -., 3 x 1 tIN 2-4 C. -- - 2 1-. - ' i "a -- - r`r' 6 a I- FUTURE t 48' BELO - T t F .� .R E � � D 3- ! Ll iA-11,13,1 - ---- - -- - - -- _ I FINISHED 1 1'� , _ ! t rl Y a-'Y---- �; -- - — ; PAD � D .. � tiJ _ s 4000 SF GRADE. I , �_ __ ,.� ..aY.,.x,..__ \ . I � - - - } iPon r-i , �-_...�.�..�� I � - .�3.iI y 1 r- 9 r - -- ' PYLON SIGN; _. tf v' _y ; --- `� -- 1 1 n- - - -- t ° a t s _ •�� 3 °1p FINISHED t ! , OD _- - - - - - a y� --- - - -- - --- - _ 3-4"C - - _GRADE-- i 48" BELO � --- ----- tI - ° FINISHED _ -` - _ -- __------ NSF R ----'- I POWER COMPANY POLE --- - - - _ - - ----- --- - - . -- - — - --- - - -- - --- - It� I 9 a22W _- __ 7 a ` - - - - --- -- - ✓ -- .1 �a O-V OD _ PUWER'COMPANY POLE t SCALE: 1 "=40'-J _ _ ell<( a o bCl .................. BRADLEY KALMANS ov O............... 80219 p >° ,ST AS d is _�Nal 1. p AP f ARCHITECTS- 2000 BerinG Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects DOC K 11 R A I R I E ''' G SNOPPINIG] CEr'kiff �J�) ROCK PRAIRIE a HWY. 6 COLLEGE STATION, TDCAS Project No. 98167 Drawn RH Checked 1K AiIII,111,1R.H. George and Associates, Inc. 1Consulting Engineering I 8700 Jarneel, Suite 150 Houston, Texas 77040 (713) 690-6300 Sheet No. EP1 SITE PLAN 0 :�r Date issued revised 5-26 99 REVIEW, PERMIT & PRICING 7-1.99 REVISION NO. 1 C C LHA- 6 2#10 10"X10-X18'-0" METER GUTTER "Al" SEE O1'4E-i_1NE DIAGRAM FOR DETAIL PANEL 'LHA' IRRIGATION CONTROLLER SEE ONE-L DIAGRSSP AM FOR DETAIL_ RECI CTACOLE C -TELEPHONE TERMINAL BOX PER LOCAL UTILITY REQUIREMENTS. I 10"X 10"X 15'-0" METER GUTTER "A2" SEE ONE -LINE DIAGRAM FOR DETAIL. C TELEPHONE TERMINAL BOX o�PER LOCAL UTILITY REQUIREMENTS. _C TO SWITCH 1 LHA-2,4 2 -# 10 3# 10 TO SWITCH 2-#10 1 WP P A A A A A A A A A A A A A A A A A (4) A A A A A A A WP A P A A A A A A A WP A B C (:DLIGHTING FLOOR PLAN - BLDG. 'A' SCALE: 1 / 1 6" = 1 ' -0" PANEL 'LHB' / 10"X 10"X 18'-0" METER GUTTER "B" SE TELEPHONE TERMINAL BOX PER LOCAL UTILITY REQUIREMENTS. LHB-2 TO SWITCH 1 2#10 2-#10 WP — WP A A A A A A A A A A A A A A � A A A A A A B r DLIGHTING FLOOR PLAN - BLDG. 'B' SCALE: 1/16" = 1'-0" C C e�P�E•OF• rF�ee�e .a••S BRADLEY KALMANS s 0 -80219�O:��� R.H. George and Associates, Inc. Consulting Engineering 8700 Jameel, Suite 150 Houston, Texas 77040 (713) 690-6300 OSBORN & VANE ARCHITECTS 2000 Bering Drive, Suite 410 Houston, `Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE o HWY. 6 COLLEGE STATION, TIXAS Project No. 98167 Drawn GR Checked BK Sheet No. E1 LIGHTING FLOOR PLAN 60OA/3P/600AF NEMA-3R SERVICE RATED. UTILITY TRANSFORMER (277/48OV., 30-4W SECONDARY) PAD PER LOCAL UTILITY COMPANY STANDARDS_- LOAD ANALYSIS GUTTER "Al" LEASE BLDG. 11,728 SO. FT X 3OW/SQ. FT = 351.9KVA 048OV., 30 = 423.4 AMPS (600 AMP SERVICE PROVIDED). METER PER LOCAL UTILITY CO. STANDARDS. 10OA/3P/80AF NEMA-3R--- 10" X 1 O X 18'-0" GUTTER -Al- NEMA-3R WIREWAY. EXTEND 8-350KCMIL ENTIRE LENGTH OF GUTTER. 0 4 4, 1 8G., 1 1 /4"C_ PANEL LHA' J i GROUND PER N.E.C. 3-4"CONDUITS W/P�(WIREBY 30" BELOW GRADE. L-2-3"C. EA. W/ ALL EXTERIOR EQUIPMENT UTILITY COMPANY). 4-350KCMIL, TO WEATHERPROOF. 1 ONE -LINE DIAGRAM - GUTTER 'Al' SCALE: N.T_S_ LOAD ANALYSIS GUTTER W` LEASE BLDG. 11,728 SQ. FT X 30W/SQ. FT = 351.9KVA 048OV., 30 = 423.4 AMPS (600 AMP SERVICE PROVIDED). 60OA/3P/600AF NEMA-3R SERVICE RATED. UTILITY TRANSFORMER (277/48OV., 30-4W SECONDARY) 10"X1O X15'-0" GUTTER "A2" PAD PER LOCAL NEMA-3R WIREWAY. EXTEND UTILITY COMPANY 8-350KCMIL ENTIRE LENGTH STANDARDS.---,, OF GUTTER. 00, %0 _ _ _ _ _j GROUND PER N.E.C. 3-4"CONDUITS W/PULL WIRE 30" BELOW GRADE. (WIRE BY 2-3"C- EA- W/ ALL EXTERIOR EQUIPMENT UTILITY COMPANY). I 4-350KCMIL, TO WEATHERPROOF. /I 2 ONE -LINE DIAGRAM - GUTTER 'A2' SCALE: N.T_S. LOAD ANALYSIS GUTTER 'B' LEASE BLDG. 11,400 SQ. FT X 30W/SQ. FT = 342.OKVA 048OV., 30 = 411.5 AMPS (600 AMP SERVICE PROVIDED). 4 4, 1 8G., 1 1 /4"C. METER PER LOCAL 60OA/3P/600AF UTILITY CO. STANDARDS. PANEL NEMA-3R SERVICE 0 J� RATED. 100A/3P/80AF NEMA-3R-- UTILITY TRANSFORMER (277/48OV., 30-4W SECONDARY) 10"X10"X18'-O" GUTTER "B" PAD PER LOCAL NEMA-3R WIREWAY. EXTEND UTILITY COMPANY 8-350KCMIL ENTIRE LENGTH STANDARDS. OF GUTTER. GROUND PER N.E.C. 3-4-CONDUITS W/PULL WIRE 30" BELOW GRADE. (WIRE BY 2-3"C. EA. W/ ALL EXTERIOR EQUIPMENT UTILITY COMPANY). 4-350KCMIL, TO WEATHERPROOF. 1 3 ONE -LINE DIAGRAM - GUTTER 'B' SCALE: N.T.S. 30A/3P/20AF/3R DISCONNECT SWITCH TO RECEPTACLES CONTACTOR CABINET SEE DETAIL.? 2# 12, \ 48 1 12G., 3/4"C. 1 1 OG., 1 C. IRRIGATION CONTROLLER CONNECT TO ONE PHASE OF DISCONNECT SWITCH. 3# 12 9.0 KVA XFMR 480V., 30 1' 12G PRIMARY 120/208V-30 34"C. SECONDARY NEMA-3R WALL MOUNTED. CONTACTOR CABINET SEE DETAIL.? i 4 8 1 IOG 1C 3#12 1 12G 3/4"C TO RECEPTACLES 30A/3P/2OAF/3R DISCONNECT SW -9.0 KVA XFMR 480V 30 PR 120/208-30 SECONDARY NEMA-3P WALL MOUNTED / PHOTOCELL INTERMATIC #K4236 (120/277V.) 24 HOUR ELECTRONIC TIME SWITCH PARAGON "SUNTRACKER" #EC365/ DSTZ/120V/60HZ/WP, DPST, 30 AMP (120/277V.) ELECTRICAL CONTRACTOR TO INCLUDE IN PRICE SWAPPING OF TIME CLOCK WITH o 0 OWNER. OWNER TO PROVIDE TS-1 � � PREPROGRAMMED TIME CLOCK pr THAT REQUIRES INSTALLATION WITHIN 4 DAYS OF RECEIPT AT COMPLETION OF PROJECT. CONTRACTOR SHALL CONTACT LACK GLEN HAVENS AT 713-660-4391 WHITE- R TO COORDINATE SWAPPING OF O TIME CLOCKS. 2"C, O PROJECT PANEL 3 # 12 THWN, 3/4"C. HUBBELL #1221 20A SPST SWITCH LABEL: "PHOTOCELL BYPASS" INDICATES CONTACTOR CONTROLLED PHOTOCELL 'ON', TIME CLOCK 'OFF'_ INDICATES CONTACTOR CONTROLLED PHOTOCELL 'ON', PHOTOCELL 'OFF' (D__ O HN WHITE NEMA 3R CONTACTOR ENCLOSURE TO HAVE HINGED, LOCKABLE DOOR. LOCK SHALL BE OPENED BY SAME J I KEY AS PROJECT PANEL- ( --A LIGHTING CONTROL DIAGRAM SCALE: NONE E404-1 LIGHTING STANDARD POLE 4" X 6" HAND HOLE. STUB -UP CONDUIT ® 4" ABOVE POLE BASE. CONCRETE BASE BY GENERAL CONTRACTOR - (1) #2 AWG SOLID SOFT COPPER WIRE (200LBS/1000FT.) UNDERGROUND CONDUIT BY ELECTRICAL CONTRACTOR. --� COUPLING 5 POLE BASE DETAIL SCALE: NONE GROUND LUG IN POLE ANCHOR BOLT COVER ANCHOR BOLTS FURNISHED BY ELECTRICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. (TYP.) 1'-0" CAST BRONZE CLAMP (3/32" THICKNESS AND TWO BOL1S) 1/2"DIA_ X 8'-0" COPPERWELD GROUND ROD. 2'-0" MIN_ E200-2 C C PANEL ' � H A' 277/480V.,3PH.,4W. MOUNTING: SURFACE NEMA-3R LOCATION: REAR WALL 125 AMP M.L.O. 14,000 K ISCA LOAD KVA WIRE BKR BKR WIRE KVA LOAD CKT r13 SITE LTG. 12.1 #8 30/3 20/1 # 10 3.0 CANOPY LTG. 2 --- - - - 3.0 4 5 - - - - - - 3.0 WALL PAKS 6 7 SPACE - - - #12 0.1 CONTACTOR TC/ PHOTO 8 9 1 SPARE 10 11 MONUMENT SIGN 1.0 #8 120/1 12 13 1.0 20/31 # 12 9.0 XFMR 1 15 1.041- - 16 17 SPACE - - - - 18 19 - - _ SPACE 20 21 - - 22 23 - - 24 CONTINUOUS (LTG.) LOAD X 1.25 = 26.5 KVA MISC. LOAD X 1.0 = 0.6 KVA TOTAL KVA = 27.1 KVA 01 VIA 30 AMP, 3 POLE CONTACTOR (PHOTOCELL ON / TIME CLOCK OFF) O2 VIA 20 AMP, 3 POLE CONTACTOR (PHOTOCELL ON / TIME CLOCK OFF) O3 VIA 20 AMP, 3 POLE CONTACTOR (PHOTOCELL ON / TIME CLOCK OFF) PANEL ' L H B� 277/480V.,3PH.,4W. MOUNTING: SURFACE NEMA-3R LOCATION: REAR WALL 125 AMP M.L.O. 14,000 K ISCA CKT LOAD KVA WIRE BKR IBKR WIRE KVA LOAD CKT 1 SITE LTG. 9.9 #8 20/3 20/1 #10 3.2 CANOPY LTG. 2 3 - - - - - I - 2.4 WALL PAKS 4 5 #12 0.1 CONTACTOR TC/ PHOTO 6 7 SITE LTG. 11.0 #8 20/3 , - SPARE 8 9 --- - - - 10 11 13 --- XFMR - 9.0 #12 20/3 i ISPACE 12 14 15 -_ j 16 17 -r.01 18 19 SPACE - 20 21 22 23 24 CONTINUOUS (LTG.) LOAD X 1.25 = 33.1 KVA MISC. LOAD X 1.0 = 0.1 KVA TOTAL KVA = 33.2 KVA 01 VIA 20AMP, 6 POLE CONTACTOR (PHOTOCELL ON/ TIME CLOCK OFF). O2 VIA 20AMP, 3 POLE CONTACTOR (PHOTOCELL ON/ TIME CLOCK OFF). LIGHTING FIXTURE SCHEDULE MANUFACTURER AND LAMPS MARK CATALOG NUMBER MOUNTING VOLTS 10 REMARKS NO. TYPE LITHONIA F96T8H0 ALUMINUM STRIP WITH ELEC. A #C-2-96T8H0-277-AL 1 COVE 2 35'K 277 BALLAST FOR T8/ HO LAMPS 1 LITHONIA F48T8H0 RITH ELEC_ WHO B #C-2-48T8HO-277-AL COVE 2 35'K 277�ALUMINUM BALLAST FOR T8/IP LAMPS McGRAW EDITON 250W COORDINATE MOUNTING HEIGHT WITH C #GMA251293V WALL 1 M.H. 277 ARCHITECTURAL DRAWINGS. APPROVED MANUFACTURERS: DURAY 1 SPECIFICATIONS GENERAL * VERIFY ALL DIMENSIONS AT THE JOB SITE AND FROM THE ARCHITECTURAL PLANS. * UNLESS OTHERWISE NOTED, CONTRACTOR AND SUBCONTRACTOR SHALL PAY FOR ALL PERMITS AND CHARGES REQUIRED AND SHALL COMPLY WITH ALL GOVERNING CODES AND ORDINANCES. * VISITING THE SITE: EACH BIDDER SHALL VISIT THE SITE OF THE PROPOSED WORK AND SHALL FULLY INFORM HIMSELF REGARDING THE FACILITIES_ NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK OR MATERIAL OMITTED FROM THE BIDDER'S CONTRACT PROPOSAL DUE TO HIS FAILURE TO SO INFORM HIMSELF BY SUCH INVESTIGATION_ * ALL CHANNELING AND PATCHING OF ROOF, FLOOR, CEILING AND WALLS SHALL BE GENERAL CONTRACTOR. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON PLANS. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO ALL EQUIPMENT. MATERIAL SHALL BE AS FOLLOWS: CONDUIT * ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN CONDUIT COMPLYING WITH THE NATIONAL ELECTRICAL CODE. WHERE INSTALLED SUBJECT TO STRESS FROM COLLISION OR IMPACT, CONDUIT SHALL BE GALVANIZED RIGID STEEL. WHERE RIGID STEEL CONDUIT IS NOT REQUIRED, CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING WITH ELECTRO-GALVANIZING OUT SIDE AND ENAMEL INSIDE. TUBING SHALL BE BY -TRIANGLE" OR AN APPROVED SUBSTITUTION. LIQUID -TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED AT ALL MOTOR CONNECTIONS, OR WHERE MOVEMENT/VIBRATION IS A CONCERN. UNLESS NOTED OTHERWISE FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR CONNECTION TO LIGHTING FIXTURES, IN LENGTHS NOT TO EXCEED 6 (SIX) FEET- MINIMUM CONDUIT SIZE SHALL BE 1 /2 INCH. MINIMUM SIZE FOR FLEXIBLE METAL CONDUIT SHALL BE 1 /2 INCH. CONDUIT/ CONDUCTOR FILL SHALL CONFIRM TO NATIONAL ELECTRICAL CODE, LATEST EDITION. * CARLON PVC TYPE SCH. 40 HEAVY WALL CONDUIT WITH GROUND WIRE MAY BE USED BELOW FLOOR SLAB OR UNDERGROUND IN LIEU OF RIGID, THREADED, GALVANIZED CONDUIT. PVC SCH. 40 CONDUIT SHALL NOT BE RUN IN OR ABOVE FLOOR SLAB, OR IN TILT WALL PANELS. PVC CONDUIT SHALL TERMINATE BELOW FLOOR SLAB WITH RIGID, THREADED METAL CONDUIT ADAPTER. CONDUIT ABOVE SLAB SHALL BE METAL. * A GROUND CONDUCTOR SHALL BE SUPPLIED IN NONMETALLIC CONDUIT OR E.M_T. UTILIZING SET SCREW TYPE CONNECTORS. THE GROUND CONDUCTOR SHALL BE BARE, STRANDED, ANNEALED COPPER. * CONDUIT TO BE SUPPORTED FROM JOIST. PROVIDED HANGERS, SUPPORTS AND FASTENINGS AS REQUIRED BY NATIONAL ELECTRICAL CODE DO NOT SUPPORT FROM ROOF DECK. CONDUIT FITTINGS: * ALL CONDUIT FITTINGS SHALL BE STEEL, SET SCREW OR COMPRESSION TYPE, INSULATED THROAT, UL LISTED. FITTINGS SHALL BE AS MANUFACTURED BY APPLETON ELECTRIC, OZ GEDNEY CO., ARROW CONDUIT AND FITTINGS CORP_, OR EQUAL. CONDUCTORS: * ALL CONDUCTORS SHALL BE COPPER. EACH CONDUCTOR SHALL BE CONTINUOUS, WITHOUT WELD, SPLICE, OR JOIST THROUGHOUT ITS LENGTH, AND UNIFORM IN CROSS-SECTION. WIRE #6 AWG AND LARGER SHALL HAVE TYPE 'THWN' INSULATION. WIRE #8 AWG AND SMALLER SHALL HAVE DUAL - RATED TYPE "THHN/THWN" INSULATION. MINIMUM WIRE SIZE, EXCEPT FOR CONTROL WIRING, SHALL BE #12 AWG. ALL WIRING INSIDE LIGHTING FIXTURES SHALL BE TEMPERATURE RATED PER THE N_E.C. - 90 DEGREES C MINIMUM_ BRANCH CIRCUIT WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS SHALL BE TEMPERATURE RATED FOR 90 DEGREES C. LIGHTING PANELBOARDS: * 1. 120/208V, 3-PHASE' 4-WIRE OR 120/24OV, 1-PHASE, 3-WIRE: FURNISH AND INSTALL AS SHOWN ON PLANS, LIGHTING PANELBOARDS BY SQUARE 'D' TYPE 'NQOD', STYLE "Q", OR EQUAL WITH BOLT ON CIRCUIT BREAKERS OR AN APPROVED SUBSTITUTION. ADDITIONAL BREAKERS FOR EXISTING PANELBOARDS SHALL BE OF TYPE MATCHING THE EXISTING BREAKERS. 2. 277/48OV, 3-PHASE, 4-WIRE: FURNISH AND INSTALL AS SHOWN ON PLANS, LIGHTING PANELBOARDS BY SQUARE 'D', OR EQUAL TYPE "NEHB" WITH BOLT ON CIRCUIT BREAKERS OR AN APPROVED SUBSTITUTION. ADDITIONAL BREAKERS FOR EXISTING PANELBOARDS SHALL BE OF TYPE MATCHING THE EXISTING BREAKERS. SAFETY SWITCHES: * SAFETY SWITCHES SHALL BE FURNISHED AND INSTALLED AT ALL LOCATIONS INDICATED ON PLANS OR REQUIRED BY THE NATIONAL ELECTRICAL CODE. ALL SWITCHES SHALL BE HEAVY DUTY TYPE AND SHALL HAVE CLIPS FOR REJECTION TYPE FUSES AND SHALL BE BY SQUARE 'D', G.E., OR EQUAL, FOR THE VOLTAGE AND LOAD INVOLVED. PROVIDE A COMPLETE SET OF FUSES IN ALL FUSED SWITCHES. FUSES SHALL BE CLASS AK-1 MBUSSMAN "LOW PEAK") FOR CIRCUITS UP TO 600 AMPS AND CLASS L SSMAN "HI -CAP" KRP-C) FOR CIRCUITS ABOVE 600 AMPS- TRANSFORMERS, - FURNISH AND INSTALL G.E. TYPE "QL" OR EQUAL DRY TRANSFORMER WITH 2-1 /2% CAPACITY TAPS ON THE PRIMARY WINDING (TWO ABOVE AND FOUR BELOW NORMAL VOLTAGE). TRANSFORMER SHALL BE RATED FOR 150 DEC. C. RISE ABOVE 40 DEG. C. AMBIENT DURING USE AND HAVE AN INSULATION SYSTEM SYSTEM RATED TO WITHSTAND 220 DEG. C. SUBMITTALS: * PROVIDE FOR PANELBOARDS, LIGHTING FIXTURES, POLES, TRANSFORMERS, AND DISCONNECT SWITCH_ � ..t .............1.. � BRADL.EY KZANS ..t...............i.. I i �� o�' AFC 0219��p: oa - sTEAV f'+ ......•-�c �N Date issued/revised 5-26 99 REVIEW, PERMIT & PRICING 7.1.99 REVISION NO. 1 OSBORN & VANE ARCHITECTS.- 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE O HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn GR Checked BK R.H. George and Associates, Inc. JAConsulting Engineering 8700 Jameel, Suite 150 Houston, Texas 77040 (713) 690-6300 Sheet No. E2 / 6=1 SCHEDULES, DETAILS Date issued/revised 5-2699 Rr--V]E'W, PERMIT ql,� PRICING 7-1-99 REVISION NO. 1 PROPOSED GAS METER LOCATION 10' 4" SANITARY ��,l N I —mu F.L.= 6'-0"B ' F ' F SEE CIVIL DRAWINGS�Nl Tlill _­ Lj X ECO FOR CONTINUATIONS CO FC W1 04 11H_ 1 RISE 4" VENT UP -4"SAN OFFSET TO VTR i "CW T- 2-CW TO JOIST SPACE, 4"VENT BELOW OFFSET ", rr 3/4-CW F-1 I WH-1 0 PLUMBENG FLOOR PLAN SCALE: 1/16" = 1'-0" 2"DOMESTIC WATER 6" FIRE SERVICE FWATER ENTRY SEE P2 FOR DETAIL EC EC4� 4"SANZ — — — — — — 2"CY1 — WATER ENTRY SEE PROVIDE 1"BALL P2 FOR DETAIL VALVE AND CAP (TYPICAL 8) 014 BLD-Go 1AI 10' 4" SANITARY i MINIMUM I F-L.= 6'-0'B.F.F- SEE CIVIL DRAWINGS ECO FOR CONTINUATIONS CO WH 1 Tj. 10 0— ----4"SAN _�CO RISE 4" VENT UP Z 4- —0— TO JOIST SPACE 2"CW OFFSET TO VTRi�lz L 2"CW i J / LOW T TL 4'VENT BELOW SLAB 4"VTR WATER ENTRY SEE P2 FOR DETAIL 3/4"CW WH-1 2"DOMESTIC WATER 6" FIRE �—PROPOSED GAS SERVICE METER LOCATION -WATER ENTRY SEE P2 FOR DETAIL ECO'n )6 CO — — _4"SAN — 'RISE 4' VENT UP TO JOIST SPACE, OFFSET TO VTR. 2"CW 0 rr T BELOW SLAID 4"VEN 'PROVIDE I "BALL 4VTR VALVE AND CAP (TYPICAL 7) 3/4-CW WH-11 wl PROPOSED GAS METER LOCATION ECO I 2-CW Fo PROVIDE 1"BALL VALVE AND CAP (TYPICAL 3) 3 /4"CW A" 2"CW RISE 4" VENT UP TO JOIST SPACE, OFFSET TO VTR. i "CW 4"VENT BELOW SLAB 4`VTR KEYED NOTES 1-1 1 COORDINATE ACTUAL LOCATION OF WALL HYDRANT WITH ARCHITECT. 21 BALL VALVE. A BRADLEY KALMANS aao�............ 80219 N, A L,, OSBORN & VANE ARCHEITICTS 2000 Bering Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 Members American Institute of Architects i. 'i--a S) I flisl G ROCK PRAIRIIE CROi SH01PM1,,]1i[] CE_i`\1_irEfZ Project No. 98167 Drawn VE Checked JH "ILUMBING FLOOR PLAN Sheet No. P tj PLUMBqNG FLOOR PLAN - BLOG. T1,91' SCALE: 1/16" = 1'-0" R.H. George and Associates, Inc. Consulting Engineering , 4�l 8700 Jameel, Suite 150 1 1, IHif Houston, Texas 77040 (713) 690-6300 Date issued/revised 5-26 99 REVIEW, PERMIT & PRICING 7-1.99 REVISION NO. 1 PLUMBING SCOPE AND SPECIFICATION THE WORK OF THIS SECTION SHALL INCLUDE, BUT NOT BE LIMITED TO: A. A DOMESTIC COLD WATER DISTRIBUTION SYSTEM, VALVED FOR FUTURE EXTENSION. B. A SANITARY SOIL WASTE AND VENT SYSTEM FOR FUTURE TENANT FCONNECTION. E. A NATURAL GAS SERVICE SLEEVE. DRAWINGS ARE DIAGRAMMATIC- CONFIRM DIMENSIONS AND LOCATIONS IN THE FIELD, ADVISE OF MAJOR DISCREPANCIES_ GUARANTEE LABOR AND MATERIALS FOR ONE YEAR. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO CITY OF COLLEGE STATION. PRODUCE RECORD DRAWINGS. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND PAY ALL FEES. DOMESTIC WATER PIPING ALL BRANCH WATER PIPING INSIDE THE BUILDING SHALL BE TYPE L COPPER TUBING, ASTM B-88 WITH WROUGHT COPPER FITTINGS, ANSI B16.22. CLEAN AND DEBURR THE INSIDE OF ALL FITTINGS CAREFULLY BEFORE JOINING WITH 95/5 TIN/ANTIMONY SOLDER. NO ACIDS SHALL BE USED TO CLEAN EITHER PIPE OR FITTINGS OR AS A FLUX IN SWEATING JOINTS. THE USE OF DRILLED—T CONNECTIONS IS NOT PERMITTED. ALL COPPER WATER PIPING SHALL BE COMPLETELY ISOLATED FROM METAL HANGERS, METAL STUDS OR ANY OTHER ELECTRICALLY CONDUCTIVE BUILDING COMPONENTS. PROVIDE DIELECTRIC UNION AT ALL CONNECTIONS BETWEEN COPPER AND GALVANIZED PIPE. DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED TO 15OPS1. STERILIZATION STERILIZE THE DOMESTIC WATER SYSTEM WITH SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION AVAILABLE CHLORINE. ALL CHLORINATING SOLUTION TO REMAIN IN SYSTEM FOR PERIOD OF 8 HOURS MINIMUM. HAVE VALVES AND FAUCETS OPENED AND CLOSED SEVERAL TIMES DURING THE PERIOD. AFTER STERILIZATION, FLUSH THE SOLUTION FROM THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL CHLORINE CONTENT IS LESS THAN 0.2 PARTS PER MILLION. VALVES VALVES SHALL BE MANUFACTURED BY NIBCO, HAMMOND, POWELL, STOCKHAM, WATTS OR EQUIVALENT APPROVED BY THE ENGINEER. GATE VALVES SHALL CONFORM TO MSS—SP-80 FOR BRONZE AND MSS—SP-70 FOR IRON, VALVES 2' AND SMALLER SHALL BE NIBCO T-1 13 OR S-1 13 OR APPROVED EQUIVALENT. VALVES 2-1/2" AND LARGER SHALL BE NIBCO F-617-0 OR AN APPROVED EQUIVALENT_ BALL VALVES SHALL HAVE CAST BRONZE BODY, BLOWOUT PROOF STEMS, FULL SIZE PORT, 315 STAINLESS STEEL TRIM, TEFLOr =, ; '>EAL AND THRUST WASHERS_ VALVES 2" AND SMALLER SHALL BE NIBCO T-585-70-66 OR APPROVED EQUIVALENT UNIONS UNIONS IN COPPER OR BRASS LINES SHALL BE BRASS, THREADED PATTERN UNIONS- BACKFLOW PREVENTERS BACKFLOW PREVENTERS SHALL BE PROVIDED AS REQUIRED AND SHALL MEET THE PROPER A.S.S.E_ TEST CRITERIA REQUIRED BY AUTHORITY HAVING JURISDICTION. ASSEMBLIES SHALL BE CERTIFIED. SANITARY SOIL WASTE AND VENT PIPING UNDERGROUND WASTE AND VENT SHALL BE SCHEDULE 40 PVC SOIL PIPE AND FITTINGS ASSEMBLED WITH SOLVENT CEMENT JOINTS. DEBURR PIPE AFTER CUTTING. CLEAN PIPE AND FITTINGS WITH PURPLE PRIMER. EXCAVATION EXCAVATE TRENCHES FOR UNDERGROUND PIPING TO THE REQUIRED DEPTH. CUT THE BOTTOM OF THE TRENCH OR EXCAVATION TO UNIFORM GRADE. SHOULD ROCK BE ENCOUNTERED, EXCAVATE 6" BELOW GRADE, FILL WITH BEDDING MATERIAL AND TAMP WELL. LAY OUT ALIGNMENT OF PIPE TRENCHES TO AVOID OBSTRUCTIONS_ PROVIDE ASSURANCE THAT PROPOSED ROUTE OF PIPE WILL NOT INTERFERE WITH BUILDING FOUNDATION BEFORE ANY CUTTING IS BEGUN. SHOULD INTERFERENCE BE FOUND, CONTACT THE ARCHITECT/ENGINEER BEFORE PROCEEDING. BACKFILL BACKFILL SHALL NOT BE PLACED UNTIL THE WORK HAS BEEN INSPECTED, TESTED AND APPROVED. USE SUITABLE FRIABLE SOILS AS BACKFILL MATERIAL. DO NOT USE PEAT, SILT, MUCK, DEBRIS OR OTHER ORGANIC MATERIALS, DEPOSIT BACKFILL IN UNIFORM LAYERS. PLACE MATERIAL IN UNIFORM LAYERS. PLACE REGULAR BACKFILL IN 8" MAXIMUM LAYERS, LOOSE MEASURE. COMPACT TO NOT LESS THAN 95% OF MAXIMUM SOIL DENSITY AS DETERMINED BY ASTM D698 STANDARD PROCTOR. GAS PIPING AND APPURTENANCES FURNISH AND INSTALL SCHEDULE 40 PVC SLEEVE FROM PROPERTY LINE TO BUILDINGS FOR FUTURE GAS PIPING, PLUMBING PIPING HANGER SPACING MAXIMUM SPACING SHALL BE 10 FOOT. CLEANOUTS FURNISH AND INSTALL CLEANOUTS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY LOCAL ORDINANCE. CLEANOUTS SHALL BE MANUFACTURED BY SIOUX CHIEF OR ZURN/JONESPEC UNLESS NOTED OTHERWISE. (ECO) EXTERIOR CLEANOUT, GREY PVC TOP HOUSING, WHITE PVC ADAPTER WITH HEAVY DUTY CAST IRON RING AND TRACTOR COVER. IF LOCATED IN ASPHALT OR DIRT PROVIDE 18" X 18' X 18" CONCRETE SLAB. A. SIOUX CHIEF 852 SERIES (FCO) FLOOR CLEANOUT, GREY PVC TOP HOUSING, WHITE PVC ADAPTER WITH ROUND POLISHED METAL COVER. A. SIOUX CHIEF 852 SERIES (WCO) WALL CLEANOUT, FLUSH PIPE PLUG WITH THREADED BRASS INSERT, ROUND 20 GAUGE STAINLESS STEEL COVER PLATE WITH CENTER SECURING SCREW. A_ SIOUX CHIEF 870 SERIES CLEANING, TESTING AND ADJUSTING THIS CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, INSTRUCTIONS, AND SUPERVISION REQUIRED IN THE PERFORMANCE OF ALL TESTS. CLEANING AND MAKING NECESSARY ADJUSTMENTS TO OPERATION OF ALL FIXTURES AND EQUIPMENT. PIPING INSULATION ALL COLD WATER PIPING, FITTINGS AND VALVES SHALL BE INSULATED WITH NOMINAL 1/2" WALL THICKNESS IMCOLOCK PIPE INSULATION, OR AN APPROVED EQUAL HAVING FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DENSITY OF 50 OR LESS WHEN TESTED BY ASTM E-84 METHOD. IMCOLOCK PIPE INSULATION MAY BE SLIPPED ONTO THE PIPE PRIOR TO CONNECTION OR APPLIED AFTER THE PIPE IS INSTALLED, AT THE CONTRACTOR'S OPTION. ALL BUTT JOINTS AND MITER JOINTS SHALL BE CLOSED USING IMCOA'S FUSE SEAL JOINING SYSTEM OR FACTORY APPROVED CONTACT ADHESIVE. IMCOLOCK PIPE INSULATION SHALL BE INSTALLED ACCORDING TO THE PROCEDURES OUTLINED BY THE MANUFACTURER. FITTING COVER INSULATION SHALL BE FABRICATED AND INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDED PROCEDURES. SWEAT FITTINGS SHALL BE INSULATED WITH MITER CUT PIECES OF IMCOLOCK PIPE INSULATION THE SAME SIZE AS ON ADJACENT PIPING- THREADED FITTINGS SHALL BE INSULATED WITH SLEEVED FITTING COVERS FABRICATED FROM MITER CUT PIECES OF IMCOLOCK PIPE INSULATION ACCORDING TO THE MANUFACTURER'S SLEEVING SIZE RECOMMENDATIONS AND SHALL BE OVERLAPPED 2" AND SEALED TO THE ADJACENT PIPE INSULATION. ALL VALVES SHALL BE INSULATED WITH CUT PIECES OF IMCOLOCK PIPE INSULATIONS. ALL JOINTS AND MITER CUT PIECES ARE TO BE SEALED USING IMCOA'S FUSE SEAL JOINING SYSTEM OR FACTORY APPROVED CONTACT ADHESIVE. SUPPORTING HANGERS SHALL BE DESIGNED TO RESIST COMPRESSION; SUPPORTING DEVICES SUCH AS SHORT WOOD DOWELS OR WOOD BLOCKS SHALL BE USED IN COMBINATION WITH GALVANIZED SHEET METAL HANGER SHIELDS. THE WOOD SUPPORTING DEVICES SHALL BE THE SAME THICKNESS AS THE INSULATION AND SEALED TO THE INSULATION WITH FACTORY APPROVED CONTACT ADHESIVE. INSTALL THERMAL INSULATION ON CLEAN, DRY SURFACES AFTER ALL TESTING AND INSPECTION IS COMPLETED. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THESE SPECIFICATIONS AND WITH MANUFACTURERS INSTRUCTIONS. FIRE SPRINKLER SYSTEM A. DESIGN AND FURNISH LABOR AND MATERIALS FOR THE COMPLETE INSTALLATION OF AN AUTOMATIC WET PIPE FIRE EXTINGUISHING SPRINKLER SYSTEM WITH THE ATTENDANT ACCESSORIES FOR ENTIRE AREA- B. STUDY THE GENERAL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS, IN ORDER TO BECOME FAMILIAR WITH THE BUILDING AND DETAILS AS THEY APPLY TO THE WORK OF THIS SECTION. COOPERATE WITH OTHERS SO THAT THERE WILL BE NO CONFLICT OF SPACE REQUIRED. DUCTWORK AND ELECTRICAL WORK SHALL TAKE PRECEDENCE OVER OTHER WORK, EXCEPT WHERE IT IS ABSOLUTELY NECESSARY TO MAINTAIN COVERAGE PROTECTION. C. THE INSTALLATION OF THE ENTIRE SPRINKLER SYSTEMS SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE UNIFORM BUILDING CODE, REQUIREMENTS OF NFPA PAMPHLET 13, AND OTHER LOCAL AUTHORITIES EXERCISING JURISDICTION. D. IT SHALL BE THE FIRE PROTECTION INSTALLER'S RESPONSIBILITY, PRIOR TO BID, TO VERIFY PRESSURE AT THE PROJECT SITE BY PERFORMING A FLOW TEST_ DETERMINE IF THE AVAILABLE STATIC AND RESIDUAL PRESSURE WILL ADEQUATELY PROVIDE THE FIRE EXTINGUISHING SYSTEM WITH THE NECESSARY PRESSURE OR IF A FIRE PUMP, BREAK TANK AND NECESSARY APPURTENANCES ARE REQUIRED. DUCTILE IRON WITH I 31 " MECHANICAL JOINT x FLANGE ADAPTER 12" FINISHED FLOOR 3/4- RETAINING RODS ROD FLANGE SPIGOT TO MECHANICAL JOINT 90 DEGREE ELL --- �1 a a I=111=1 i- ! i l-1 CONCRETE THRUST BLOCK 1!==! I I I E] I !=i I —I AGAINST UNDISTURBED EARTH, SIZE PER NFPA STANDARDS. B.F.F. BELOW FINISHED FLOOR CO CLEAN OUT CW COLD WATER ECO EXTERIOR CLEAN OUT FCO FLOOR CLEAN OUT /I I rAAI/\1 IT crr cnrrc F.L. FLOW LINE SAN SANITARY P VTR VENT THROUGH ROOF P WH WALL HYDRANT FINISHED GRADE 6" FIRE SERVICE 5 FIRE SPRINKLER ENTRY SCALE: NONE P500-12 FLOW FLOOR 4 FLOOR CLEANOUT SCALE: NONE CLEANOUT — SEE SPECS I12"X4" THICK CRETE PAD >H WITH GRADE DAVEMENT FLOW �1 EXTERIOR CLEANOUT lll`� % SCALE: NONE MINIMUM DIMENSIONS OF GALVANIZED SHEETMETAL PROTECTION SHIELDS AT PIPE HANGERS NOMINAL SIZE SHIELD LENGTH GAUGE PIPE (IN.) THICKNESS 1/2" & 3/4" 12 18 1" — 2-1/2" 12 18 3" — 4" 16 18 HANGER RODS PROVIDE A SECTION OF HIGH COMPRES— SION STRENGTH INSULATION AT EACH HANGER POINT . INSULATION MAY BE GALVANIZED IRON I HALF ROUND OR FULL SHEET SHIELD ROUND AND EXTEND 2' BEYOND GALV. SHIELD EACH WAY. 2 HANGER FOR WATER PIPING SCALE: NONE OSHEN �/ANE ARCHITECTS .- 2000 Bering Drive, _Suite 410 Houston, Teias 77057 713 781 52162 Fax 713 'lBl 5347 Members American Institute of Architer_ts ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK PRAIRIE O HWY. 6 COLLEGE STATION, TEXAS Project No. 98167 Drawn VE Checked JH Sheet No. P2 SCHEDULES, DETAILS Z A LAN DSCAPE PLANTING PLAN a a i 5; RO � i (EA:) NORTH 40 20 0 40 80 120 SCALE: 1 "=40 0" a FT-1 Date issued/ i'eN,iSed �.2 a9 - 1 a 8.18.a R ViS;O' P10. 2 a OSBORN & VANE .ARCHITECTS 2000 fierinb Drive, Suite 410 Houston, Texas 77057 713 781 5262 Fax 713 781 5347 -Members American Institute of Architects W/A LAI�'USCAPk ARCIII"IrCF'S 00 WONG R ASSOCIATES, INC'_ 6300 Hillcrofi, Suite. 616 f Houston, Texas 7708I-300-5 3TE Tel. (713) 777-919 ' Fax (713) 777-440-4 X`\`rG ROCK PRAIRIE CROSSING SHOPPING CENTER ROCK aaia a ' fiY. 6 SOUTH COI LE UE S IA ilo !, Tx Project No. 98167 Drawn !Sp Checked - u!V`.! LANDSCAPE PLANTING PLAN ;f Ll Sheet No. Date isstued/revised A\ c L2 THiN OUT INTERIOR BRAW_HIN6 OF PLANT MA? ERI A_!T€{EE AS PER SPECIFICATIONS 3/4" BLACK RUBBER H05E NO 12 6AJ6E DOUBL-E STRAND 6A_ /AN',ZED KRE PR,C EGT'VE TREE NTZAPPIN6 R_r-R TO 51FEGIFIGATIONS 5 - 2°x2" SOUND HAIRDA00D STAKES OR AP ROVED METAL. "T" 5TAKE5 5" l 5AJGER WITH A 4" LA`/ER OF 5+4RE PED PINE BARK 1` @JLGH SOIL MIX AS 5PEGIFIED TREE ROOTBALL AS 5t'EG!FIi✓*7 ON GON50LIDATED PLANT LIST xs TREE, WICAL LARGE SCALE: NOT TO SCALE it r+IN OUT INTERIOR BRArickN6 OF PLAN` MATERIAL/''R= A5 PER 5PEGTIcATIONS. 3/4" BLACK RUBBER NONE NO. '2 6AJ6E DOV5 F STRAND 6AEYANI7E0 KFC- PROTECTI` E TREE wRr I N6 R iF=_R TO 5PEGIFI6ATIO1i 5 - 2 x2" 50UND HARDYVJOD 57AKB5 OR APPROVE) METAL °T" 5TAKE5 5" H16H 5AUGER KTHI A 4" I AYER OF 54REDDED PINE BARK MULGN 50I1 MIX AS 5PEGI9E1;1 TREE ROOTBALL AS 5PEGIFIED ON G01450LIDATED PLANT 1157 Ur8" ' MULTI -TRUNK TREE-_ SCALE: NOT TO SCALE PLANT LE 5 . i (2`lY. DESCRIPTION OF PROP05ED L.A1`050 PE LO 5-7 avercus vie Iniona (Live oak) - 3 '/2" cal., 65 aa,. cortainer, 12 -14' ht., 5in le-trunK, 5'-6' Spread g g A + rt h tree hole 18" plus the de th of the 65 96. Ai! trees shall hove ur,fo. m neia 6 and spr~ead Excov.�_e ear p p Gontoiner. Stake each tree witn o minirnurr of bkjo f'-0" metal "T' stokes. Ghee: Sub -Surface drainage of eac'r tree p:t prior to planting Of a tree B$B. LP S5 lJlmus slots (Winged elm) - 1/2" col., 50 eol. container, IO' 12' ht., single --trunk, Z-3' Spread min. All trees Shall have un;fprrrl height and 5pread. Exravote each. tree hole i8 p'U5 the depth of the 50 gol. I container. Stake each tree with a minirnurri of tvio „-O" metoi "T" stokes. ChecK 5uo-5ur;oce drainage of each tree pit prior to pianting of a tree. No 34-6. �--rus E3P 12 calla ana (Brad-ord ear) - 3 1/2' Gal., 65 sal. container, 12-, ht., sir e-trunlr., 5'-6' spread. A!! trees 5hal'. have ur'form height and Spread. 'Excavate each tree hOle la' p;us the depth 0; the 65 gal. r h er y, -!�- ' "T" 5take5. Check Sub -surface drainage of GOn..a!ne, stake eaG. ,,nee with a rinlrrlUr,. Oi tY'da ®" meta I cocn tree ' pit prior to " planting Of a tree. Nei 543. --- ---- _ -__ -- _ ---- TV 15 Taxodivm dlstichUrra ,BaiO G re55!, - cl I h�In le rusk, -5 l /2 Go'., 50 ao' container, t ~ -t spread. Ali trees shall hove uniform heioht and sOread. Excavate each tree noie Z" plus the depth of the 50 ge,:ai, cortainer- Stake each tree with a mirimuir. of ti-to i'-0" metai "T" 5toke5. Ghen< sub -Surface drainage of prior O pit planting of a tree. No 843. I each tree It - -RO T- 25 Overcus shumrardli (5hurnord OOK) - 2 I/2 ca'I., 50 ga',. container, 10 -i2' nt., Single trunk, 5'-6 Spread. ilia 31313. 5 Ali trees Shall have uniform height and spread. Excavate each tree hole 18' plus the depth of the 50 gtal. "T" Gortainer. Stoke each tree with a rninimurn of tHo 1'-0" metoi stoke5. check Sub --surface drainage Of each tree pit prior to piontin of a tree. LI CICI L.agerstroemi a Indica (Tuscarora red crape.rryrtie) - 50 ga contoiner, a'-iO nt., molt rurk. to 545. AI'.• trees Shall hove uniform height and spread. Excavate each tree hole 18' plus the depth of the 50 gc:al. container- Stake each tree with a minimurr of tAo -T'-O" metal "" " Stakes. Gneck sub -surface drainage of each tree pit prior to planting OFF a tree. L.igustrum japonica (Wax-ieoF liou5trum) - 5 gol., planted at 36" O.G A5: 51lir'Ub5 Shall be pit planter)'. Excavate eGIGh Shrub pit to a del:.th of 8" plus the oepth O' the 55 gal. j cortainer. Gheck 5L,0-5urface drainage of eacn 51hrub pit prior to plarting of scrub. ir5tal' a minlrnum 0r 2" aver OF pine Clark mujci-. over bed. RI i8ORaphlolopl indlca ,'Clara !rd ar hawthorn) - 5 gal., planted at 5-rubs shall be pit parted. Excovate each shrub pit t0 a oeptr" of 8" plus the depth Of the 5 gal. "I e 0; ea"' Shrub pit prior to plartlno of Srrl� 'ub. Ir a minimum aa-'2" container. GnecK 5UO-50rfaGe drama ear lower of pine borK mulch over bed. TA 2,540 TraGhelospermum aslaticurn (Asian. iosrnine) - I aa'':., planted of i8' O.G. Ertlre arOUnacover Oleo 5ha!' be excavated to a aeotr Of 6' piUS tine depth o" the go . cortainer. GheGk "rfsub-s�, ace drainage of entire grOJndr-o✓ee bed prior to p ant Insta lorior. Eni;rre 5nali be fed w!tl- Specified bed preparation. j Cross T Verify rnon bermuda/ - H"drarr,,IGhed. GynodOn dactylon (Gam y sly �� r r ,,, r r ri � r r �-:;r"ul r All unpaved and d:5,uroed areas or site shod be G coned �p and ire p oded to drat lo Ope y p a .o �a c process. All rlgrt-of-way areas of project 5ha''' also be hudrarnulcred. (Add Alt. 1: supplu and grade out a Of one inch iouer of sharp Sara Over all areas to be hudromulc, d.) Edge Verify Proposed Ryerson Steel Edge - To be installed in the following ,ondscope conditions: I.f. I Edging Shall be installed where lond5cope beds meet concrete povernent. 2. Edging 5hali ce m5tol�od more landscape beds meet grass areas. No coding reauired bu curbs. 5tee'i edging 5hal be Ryerson Estate Curb I/8"X4" with new stakes Free of rust. Steel eogrg 5holbe installed as per raaiu5 shown and noted on plans. I A'I quantities rated to be verified by contractor SPA 4,6 A5 -* INDIGA� - - ON PLAN -- l 9 0 0 0 �P \ f o 0 0 0 0 4" DYER. OF PINE BAJRK 0 (` a 0 . o -- MULCH IRS iiLLED IN 5' 0 A " X o � (� HIS 5AL0WC o \ 0 0 BAGKFIL! MIX A5 0 0 u 0 0 SPcCIFIED CONTAI? =_RizED R.00TBALL TO BE R-iOVEED FROM � rONTAR R ?PJOR TO PLAN Tl�Nb ty .501L MIX AS 5PEGIFIED uNJ15T'Rl SOIL. H PLANT SCALE: NOT TO SCALE PLANTING REQUIREMENTS- 01. Perform all wor< in occordorce .Nith Oi' oppliGobie lows, codes, and regvations reauired bu authorities having iurisdiGtion over such, work Ora provide for oi' in5pectiors and oerrrit5 reauired by Federo, State, and Local authorities in 5uPp'y- transportation, and r5ta:lotior of ,materials. 02. The contractor 'shall be ro�5poneiale for the verification of all underground utility lines (teiephone, gas, water, eiectrico', cob!e. y/, etc.) and ory aerial easements prior to Start Of any p'l.arting work. 05. All plant materials Shall possess the foliowing rninimurr: auolitie5: A. Plants Shall be nursery oroilw it occordance with good horticultural practices under Climatic conditions Sirniigr to those Of the project far at least twelve months. r r B. All plants shall be heavy, 5urnmetrical, tightly' knit so trained a. favored in developrnen, and appearance as to Cie superior it four, rlumibor of braanche5, compactne55, and 59rrrnetry. G. Plants Shai' be sauna, healthy and vigorous, wail -branched, and densely foliated when in leaf. T'neu sraj' oe free Of disease, insect pests; eggs, or larvae. D. All plants s'no';, be true OF species and voriety and shall conform to measurements (coiiper Size, trunk heights/ as specified or the drawings. E. Gontoiner grown 5toGr, caner specified 51no!' have grown it the container in which delivered for of least six months, but not over tvio years. 5ompies must prove no rootbound conditions exist. F. Goilper mea5urerrlent5 5hail be toKen at a point or the trunk six Incres (6") above natura ground line for trees up to four inches 14") in caliper. 04. Planting mix shop be tnoroughlu mixed in the Foiiowing proportions: r-1repared SOiI a5 baGkFi_i! for Shade ana Ornamerta' trees 5rali%ie: 5 part Giau IOaM top5011 + 2 part cornpo5t + I part Sharp Sand - 4 Lb5. GOrrmerciol Fertilizer per GY or 10 Lb5. OrgariG fertilizer. Prepared sail as backfill for 5hr'uo5 and a_� Dundsover5 Shall be: I part enriched mulch + I part GOrnpo5t bark mulch + 1 part enriched topsol� + part No. i Bank Sand + 3 Lb5. Tlrre-released fertil,zer, 12--I.4-14 per GY or 8 Lb5. orgonic fertilizer. 05. EXcavatior work and 5UrfaGe drainage work 51ra•i conform t0 the foilowiro rYGlUlrements: A. Test drainage Of plant beds and pant pits bu Fii irp wltr water twice in 5Uccessior. Gard!tions J J t1r r' i r "r r{aater for more than 24 ;'lours shall be brought to the ottentior, of the permitting W e rate t o o g Owner. B. eVork Shari irGlude the finai re5pOr5b7litu for proper 5urfaGe drainage Of parted areas. Any oostrUGtlon5 or, the Site, or prior "ark done ou anotner, portu, Whic precludes e5tadiishina proper 01roinoge shall be brought to the attention of the OvNner in writino. y G. ! ondscape contractor shall 'nstoll reauired landscape drains (NOS) at all lora5cape beds that moy have di*fiGulty drairiro. Ai'' 'ord5cooe drain inlets/drain 'Ines aha � tie tad into drains provided by the Owner (verify locations on civil drawings/- ®6. Landscape mointenonce wore by the contractor after Fira' acceptance Snail be: A. The rn&nterance period shall commence upon inspection and approval at 5ub5tontioi GomOietion Ord Shall be for a period of Sixty (60) doy5. B. The landscape contractor shoi coordinate the watering program for the ana5Gape eaith the Owner. G. MointengnGe of now pianting Snail consist OF wotering, Gultivoting, deeding, mmulGhing, restokirg, tightenirg Ord repair of guys, resettirg plants to proper Grades or upright position, and furrlishing and appylrg pesticides, 5prou4, and invigordr,ts as are neGe55ar to keep p!antlhg5 free of ir5ect5 and di5eo5e and In a thr'virg Gond'tion. Worranty periods, plant guorantee, aria replacement: A. Planting Supplies sha'i be eiarrartea to rerroin alive and healthy for a period Of twelve (12) months after the date of 5ubstantio GOmpletior_ Piarts in an impoired, dead, or dying condition after initial accepi..onGe or rdithin tvNiejve (12) months 5na be removed and replaced immediately. CITY OF COLLEGET-rjoitj LANDSCAPE CAPE 1 EMENT S. A. Toto' landscape points reauired: 1!.20 acres X 43,650 5.f.I! JOO s-ill. 450.55 488.88 X 50 points per 1,000 S.F. = 14,666.40 points B_ Golculatior5 for Gltiu's 5treetscooe Requirernents a. F=rontage olorg H;amh Nou 6 = 685' - 56 (drivoeicl - 46)1 (sig'nt ClY�arance) = 60i'-O" j b. Frontage aiong Birmingham m -7411' - 12' - bO' l G. Frontage along Long,mire = �i54' - Ii0' - I60' 604'-O" I Total frontage 5treat!5r-ope, points required = IDO61150 X 500 = 1a0,r330 Str iiw t:scrape pol(00 I G. Golculation5 for rrinimim,, tree count reaauired along frontage rood onW1 tally for total frortage I tree GDUntS (nor-GanDOy trees aGG!`Ue toward the rGyGiUlrer'nent5 at a r'atl0 Of non-GanOpy trees for every one canopy tree): a. Frontage along Highwau 6 = 60-7'/.25 = 25 canalbu trees required b. Frontage along Birmingham i"!canopy trees required G. Frontage aiong L-orgmire = 604'/52 IG canopy trees reauired Total Canopy Trees Regulred: 65 tre,os 11 0 Proposed Troos to be Installed on Froject Site: f a. 54 Live Oak., 5 1/2" cal. X 500 points 16 200 poarrt.-°, b. 15 Bald Cypress, 2 1/2" cal. X 150 points _ 2,250 pointy c. 54 f^iinged Eim, 2 1/2" cal. X 150 points - 5,100 points, d. 51 5hurnard Oak, 2 1/2" cal. X 150 points - 4,650 point, e. 12 Bradford Pear, 2 1/2" cal. X 40 points 450 pointer" f. cib Cropemyrtle, 1 1/2" col. X 40 points - 5,g20 point,W, jTotal Folnts Earned v 52000 paints GRASSYREQUIREMENTS- 5ross works: A. Seed that has beca^re wet, rnoidu and otneryvi5e 6amaged in trori!pit or 5tcLrrage cal" rot be acceptdo e. 5 A grass sees sham!' be fresh, re --cleaned grass Seed of the latest crop, mixed in the fo!iowing proportions ou weight card meeting the accepted .=�tanG+arr[5 of pure live Seed Gortert, purity and germination. G. Gross seed shall have the foilowirg minirnurn ratio: Summer mix: Gunodon OaGtu an (Hulled Common ;Bermuda Ora55) 85% oure live seed at -15 lbs. pure live seed per acre. kNinter mix: Gi�nodon 0actu:or (ur-dulled Gammon Bermuda Grass) 55% pure live seed at -15 lbs. pure live seed per acre. Arrua' rye ora55 Or' eauol 55% pure live Seed at -15 lbs. pure live Seed per acre. 0. Gros5 pure live seed Sinai! be 140% with weed seed not to exceed i0% of the tot& pure live seed and other materiols in the mixture. ,iohr5or, nutgrass, ord other noxious weed seed shall not be ailov°Bed. r' 2. Slurry mix corrporlent per acre shoti no waod Ge iviose fiber rnuich = 2,000 pounds + grass seed 05 Specified + fertilizer (13-i5-i3) &00 pounds. ram. Hudromulch 5eed:rg on prepared finsh grades: A. Bed Preporotion: rnmediote�u after the finish 01-Ode has beer aoprov0d, begin hlydra5eed ng operation to reduce excessive weed growth and or CJ5ion. B. Aoal,,; seed, fort; lzer and rnuiGh by 5prouing there an the previously prepor~ed 5ooded5 Ir the four of or a UeC>US rniXWure and oy using tiro metrlode, and eauipmert described herein. G. Particular care Sha be exGersized bu the c,-antrortor to insure tnot the application is made uriforrrly and at the prescribed rate and to guard 0�aai15t missed and overlapped areas. 04. l {alntenarlGe: A. Yaintorl sha''l cor5i5t of weeding, fertilizin ir15ect control, watering, repiortirg, morn rg, rr•airto ^ire at exirsting era ee, and repair of any erosion damage. E3, Garartee growth and coverage OF huororriulch plontinq shall be a rrinlrnurri of rinetu-five percent (1;!6%) of the area planted will be covered .v'tn 510ecif'ied p'anta 'r1g. After 5 Xt,� daUs will^ n0 bare soat5 visible G. Motoring: coordinate with the Owner to properlL operate Irrigotiorl 5usterr to 055Ure a reguior, deep watering orogrorn 05+. r5peGtlor and -Ina' AGceGtarco: F, ro! aCGeptanGe Of ':awn e5tao srrrert 51-ia' r'rean that the hydramUlGhed areas cPre ninety-five percent (=f5915i uniform coveroae of gross in excess of one inch in heiG�ht. No bare spots wii1 oe accepted OSBORN &AlN A CH TECT . `'000 Bering Drive, Suite 410 Houston, 'Texas 77057 713 781 5262 Fax 713 7B1 5347 Members American Institute of Architects _W/ A t q:�%k 1- r e X1 WOis+G & :1SS()( I.1TI;`ti 1?`1C. 6300 Hillcroft, Suite. 616 � . •- Houston, Texas 77081-3005 .ov c/STER. y Tel. (111 " 9195 l s� Fax iT 1 11 i 77-1404 p�, E AR �1P � Project No.0 Drawn Checked _ A LANDSCAPE DETAILS & NOTES Sheet No. L2 A A A IRRIGATION LEGEND 22 -c line sholi be ASTV, i-7&5, FVG, H20, '40 0�-d Symbol Description of Proposed Irrigation Equipment m Pressure i H ­4 2 noted no-,od. on oior�, be sizes ot unless no, A -riqotion conrlra,��Lor- 5hoii jric-tol� nrust b!oct.,,s a,. oil or a5 where Ir -ler or Toro 5-700 Rotary 5prinklelr Hurter 1-20 Rotar� 5prlr�, Pressure lino turnc, 2.00 -20 AL�V-05 ✓ Fort circle rod:-')5 A Roinbird Series r-lectric Remote Control Volvos A _) _o 56V-01 Full circle 2��I'-O` radius 5.20 f,:" F m Situ /A A• 2" Water Meter installed as per of College Station r, 1-20 AD\/-Oi Fort circ le 2c','-O" rodii-)5 i.bo r_7F1_1 code and rec�u irement5 ou irrjL30.tion, 'ontractor. -70 Equal E Roirblr& W4 Fop Up 5prin�,Ier or Toro 5 Verif� exo'_�� loco ion on projo sir-0 Double Gore Double _'�hock, baL�-,Flo�� E 0 R51 i&04 Fu�il E360 doar-ce 12'-0" radhis 2.60 r5 Pv­ 2 E 0 E A orevontion derive. Ver-Ifu I ocotion. install inside planting oca. E 0 RE3 004 lbo decree ir-,; t i 2' 130 (5 F F 0 RE3 IE504 Quarter ciO dcaroo Y\itin 12'-0" radius 0.65 r7l P IV One Rajn'i::)ird ESF 40 MC, ^oi'l mounted irriaotion controller. E Verify location and hoo��L)p 6/ Genera! Contractor R11�1 1�504 Low onoio oro, strip nozzle, 4,X15L 5 " I �p' -"4 0 F CIon Hilton industries'Mini coin sensor Shall 00 H 0 1_'5 0 4 Lo�N a n lo center strip nozzle 4'X5O' i.2 i GPM A (4 � installed dircvtljy over irriga*ion controller. -ouplin� Valve in�-,tollod beloN qrod-- Roinbird 55 1, Ou i �f, G E Rainbird 1512 Pop Up Sprinkler or Toro 570 Ec�va�� inside CO" iastiG vawe box_ A 360 a radius 2.60 (3"M RE3 2 Full A Hal" 1,50 00arce E, a to or-_5sure line _o R5 Ell 130 Gate Valves 51nali be 5izr--- size 0: 2'' WATER "ETEF • C A R5 i 2 O.,jor-Lor 1�0 dcoroc ^itn '2'-0" rod;,.�s 0.65 r31--lVI location rated. I' 2" F\,45 bl� �3enor--,! contractor. VERIFY LOCATION L ♦A R15 ia i2 Loy� onc3!o end str­p nozzie 4X5 0.6 irripotion 51ce-voa 5.hiol b providod A -:10 �--oo-,:Jinatc- o�l sleeve locations witoicner-al RE, Low center strap nozzle 4'X'� Siccvr- shall be Sch. 40 ovations at project site, A PVC .4" diameter unless noted as being 6" an tine plan. • A — — — — — — — — — - 5oor- if i, zone sequenve Irrigation lateral lines (nor -pressure lines) III 71120 OR 1220, 5::�R 15.5, 515 F5i % size TRUCK Valve size 1/21, ASTM Z� 2241, Fl/� T F\/C ii 51,4 ASTM Z� 224 1120 OR 1220, 57,R 21,200 F51 DOCK > i MPVC, F, H:� 20 OR 1-20, ER 21,200 F51 ry _07 AST 1/4 ASTM F,) 241, F\/G, 1120 OR LD 1220, 5R .21, 200 F51 ill L--------- < 4 L GT A A Nk N% All 14 4J. - E E3 K E < ro" SLEEVE F < < < E E P- K /0/ E E= ro 5LEE\/tz � J21 < - ------ A C; F E < — — — — — — — — — — — — — — — 17 E F A C; r_1 1-1 1`11 < < r_1 00 N • / /� � I I j � E E A 0 <i F K III F 1 1/2 K r IF E F 6" 5LEEVE EF E E P iIi F: A < --A F E r--1 J < 5_iEEv1E_' E E F.' E 7 E PADIEFFL 2FUTUI0 T 65LEEVE E < 9 - G. / �7 i I 1 i U 2 5,--D S F �U _ E 41 MAX. 20 a E E < I L E F E E E < 6" SLEEVE L F E (4 IRRIGATION CONTROLLER SLEEVE F E VEfRIFT- L 0 CA 7 1 ON D E Eo E E F F// 17 E F 0, E F F : F. DF F E F E • <T E E E E D F E E E E E E E E E E EE E E -77 E t: -- - ------- 'Ji Date issued revised 2 6. 9 9 R V1 VV, P I K 7 `9 V 11.0].99 F_� FE v I �_; 1 101 N, l 10. 5 o� 7. F E E40 E_ _F I I F-) F-) A F_-� -11 T 0' I 110 E I C -7 1 1 ED F I EE ', E 0 E E �` D f _ U U NORTH --- I I F D\ Project No. 9 815 Drawii i S P Checked I LANDSCAPE IRRIGATION PLAN L3 Sheet No. IRRIGATION L E- 0i. Ail moterials and eauipment shall oorfarm to all applicable State of Texas City, and Courty codes -.-he Irrigation cortractor shall be responsible for seourirg all permits orlor to actua work on site. 02. The Irri lan cortractor shah vil lfy al' conditions and dimensions shown on the irriaation plan of the site prior to commencement with any work under this contract. The intent Of the irrigatian system is for 100% covroraae of oil landscape areas. 05. Install oil equipment and materlais as shown on irrigation plans. Provide a reduced (Half -sized) copy or" the Irrlgotion Plan (Irdicatina oil Irrlgotion or-tlons/zone locations) for use at oartroller box location. Said plan shall be laminated in protective plastic cover. 04. Prior to GammenGemen't of work, the Irril lOn Gontroctor 5h,a l contact tre Owner to coordinate all required ir5peotions. 05. Plans as shown are dlaarorYlmatlG Orlu Ail Irrigation va ve5, main lines, q'Jlck GOupler5, irrigatior heads, etc. are to be placed n plant na areas weer passible. Gate volVes and remote GOrtroi valves Shall olsa be pllaced Ir shrub areas .Nnenever p0551blo. The sustem bockf!ow prevention. device shall oiways be Installed in shrub p,arting areas. 06. Extreme core snail be exercised In exoavatina and working near ex!sting ut lity easements. The Irrigation contractor shall be responsible for the verification of of uti Ity locations (telephone, TV, ryas, electrical, Aater, oabie, etc.). -The irrigation contractor 5hai! be responsible far o ' damages inflicted on any and all utility lines. 0-1. The Irrlgotion contractor shall at all tlm,os protect his work from dornage and theft and replace ail dar+oged or 5toien parts of his expense until receipt of the Certificate of Substantial Completion from the Owner. 06. The irriaation contractor shod flush and ad;u5t the system for optimum performance. This steal' Include regulating the press'Jro at each valve to obtaln the optimJm operating pre55'Jre For each sustem. Cv4. The Irrigation contractor shall not willfully Install the sprinkler system as shover on the draAings when it is Obvious in the field that obstructlors, grade differences, or differences in area dimensions exist that might not have been oon5ldered in the desigr of the system. Such obstructions or differendes should be brought to the ottertion of the Landscape Archltect immod!otelu. In the event this notification is not performed, the irrigation contractor 51, l assume full responsibility for ory revisions necessary. 10. The Ireigot!on contractor shall also comply to these additional special reauirerronts to the Rrrigation System: A. All mairlines shod have a minimum Of 15" of cover (5GH. 40 PVC Pipe). B. All lateral and sub -main pipe to have a minimum of ',2" Of cover (Class 200 PVC pipe). C. No rocks, boulders, or other extraneous moterlais shah be used for backfl!Iing of trenches. D. A!I pipes to be, installed as per manufacturers speciflcotions. E. All threaded Joints to be coated with Teflon tape or Liavid Teflon. F. All lines to be thoroughly flushed before in5toliation of any sprinkler heads. G. Sprinkler and related eauipment sha!I be, installed per manufacturer's specifications. H. No eieotrlcal ConneCtion5 snail be made in the field except at a valve control box at- another - valve box speoificallly for connections. I. All 24 volt wire shall be No. 12 UF/UL for common wire lord No. 14 UF/UL for contra) wires. Direct burial Shall be solid copper. J. The irrigation contractor shall be responsible for proper coverage Of areas to be watered: ie. adjust heads k,4Ii Insufficient coverage due to b!ockage by existing or proposed site features or, sizira down sprinkler heads to avoid excessive overthrow K. The irriaation Contractor shall refer to the landscape planting plan to keep sprinkler eauipment and accessory materials from interfering with proper planting: ie. verify rootball size for planting, Configuratior of shrub/grounacover beds, etc. L. The Irrigation rortroCtor shall provide expansion coils at each wire Connection in valve box (wrap around 5/4" pipe 12 times). M. 7i1e Irrigation contractor shall utilize appropriate automatic drain. device Ahere low head drainage may occur. N. A',i sprinkler heads shall be mounted on swing joints unless otherwise noted. O. The irrigation contractor shall in5tali a separate comman for teach Controller. P. A!I 24 vo!t Aires 5haJ be color called: common shall be white and Cortra' 5hai! be red. 0. TTne irrigation Contractor snail in5ta'I manufacturer's recommended aroundirq eauipment for power supple and valve outpJt with (2) 5/a' Copper clod ground rods. R. The irrigation Contractor sna'I Instal' manJfocturer's reCorrmendatlor on fault ground and Ilghtning proter-tlon. S. The I"Plgatlon Gortro--tor Shall Furl the Owner Alth the folioAlra: 2 Arene-hos far disos5arnbllne arc ac lusting eaCr 'hype of sprinkler head and voive, 2 keys for the automatic controller, and 2 quick soupier ro.45 Alta motch'ng hose aAI\. s. T. The irriaation contractor shall add extension risers to pop up sprinrlers when needel far proper r-overG•aordinote with 'Iarde,,l GortraGtor as to wrere r15er5 for 5prir<ior heads are reauired. U. The irrigation contractor shod install sprinkler equipment 12" from a'! bvidina foundations and instal' sprinkiers 4" from any curbs or Aalkways. Il. The entire Irrlgotion 5J5tern (,lobar and materials) sna'Ii be, cjuoranteea and Aar -anted far a perlod o; one year. Tne ^o-ranty perloo sna I commence upon final acceptance by the Owner of a', landscape ono irriaation wor<s. MINIMUM 4I'FROM . N'I' HARD EDGE SIDEWALK, CONCRf-TE 7 CURB OR EDGE CF ! BUILDING 5TR;CTJ ! i 1WV�) Ale d d a 1I1 I I - - I -PiCAL 4" PGl UP 5=R1N<-ER RA NB'RD Ia04 OR EQUAL - ---- ~ l 1/2' x CLOSE NIPPLE i 1/2" 50' ELL SXr 1 1/2" FLEXIBLE PVC PIPE OR A=F'ROVED 5UBS`:rL-E - -� TRANS :ON TEE (PIPE `! SIB x ITl" 5LIP) - _Four ---Inch --' Lam _Spray -� Not Soa'e -- BOX AND COVER OVER DOUBLE � CHECK VALVE CAP5 GATE DOUBLE CHECK VAL`l,'E --� \ TEST cocKS FINISI-IED GRADE � \ i I i I TO=LECTRIC MASTER VALVE = j D1571R:IBUT!ON TO VALVES GATE VALVES GATE VALVE MALE ENDS FEBGO 350 Y DOUBLE CHECK DOUBLE GATE VALVE Double Gate Double Cheek Valve Not to Scale FEBCO MODEL 165 PVB PRESSURE VACUUM BREAKER_ LINE SIZE 00GATE VALVE i COPPER &0 ELBOW 1 w C, w ? COPIER Nlp�';_ES ! M n LENGT" AS COPPER NIPPLE i t REG�JIRED LENGTH AS REQUIRED qI� i 1 i Z COPPER NIPPLE LENGTH AS REQUIRED w i o GATE VALVE COPPER UNION Q r COPPER NIPPLE > ; LENGTH AS REQUIRED i� COPPER NIPPLE © i LENGTH AS REGUIRED wl�l FINISH GRADE I � [Li w, ADAPT INLET FS 1 MAIN SOURCE AS r' ( REQUIRED F SLOW MAIN ADAPT O'' :LET TO RRiGAT!ON 5OUFrCE MAiN AS REGtJI RED MAINLINE dd o % _'reventer Not to SCaie ----- FEBGO '765 PVB VACJUP'? BREAKER LINE SIZE. i" _ r_. _r• --- - --- -- COPPER N'PPLE OR PVC 5C-1. 40. 7 COPPER'30' ELBOW OR PVG - W' ELBOW. _ COPPER NIPPLE OR PvG 5GI-4. 40. -� GO>'V'ER JNI ON OR PVC JN!CN. COFFER NIf'Pi_E (LENG'I-: AS rt -T- REQ IRED) OR PVC 5Ca . 40. - - FINISHED GRADE I I I -ADAPT INLET ANDOL'`LE`r (AS fiQUIRECi MAIN FROM SOURCE Pressure Vacuum Breaker No Scale - --- ,S CJR.B -� / " -- r N15HED GRADE ldl'1 ! i i J GEAR DR", EN ROTOR I POP-UP , 1 i i 5CI-4EDULE 30 PVC NIPPLE ATT— A ,RLEX 5TREET ELLS R otar--Ile Installation io Not to Scale b..i i MINIMUM 4" FROM ANY HARD EDGE UAP-+EN P S6lB�= I SiDEWAL<, CONCRETE CURB OR EDGE OF i - BAF MULCH AREAS B;.iILDiNG S`RUCTURE F da i I - 1,12" PVC MA E ADAPTER I { T`*PIGALL 12" POP UP 5PRiNKL.EF ±-LEAD 5Y I RAINBIRD OR EQUA- lit' FLEXIBLE PVC PIPE OR APPROVED 5U55T7U7F I _-- TRANSITION TEE (PIPE SIZE x 11/2' 5LIP) PVC LATERAL LINE rF Twelve Iraell 'o -- S r4,y Head i a 4 , Not to Sr-ole FlNlsu GRAi � � � 9" DIAMET R PLASTIC 1:30X +a� AND COVER NOTE OP Or COVER 1/2 ' ABOVE FIN15i-- d a GF'l IN TUfi F- PLA57C VA-' CCAR50N 1419 OR EQUAL PEA GRAVEL 2-2"x4"x2 REDWOOD (P CPPOS TE E4 PARAPE- COPING RAIN SENSOR - CONTROLLER QUIIl, COUPLING VALVE PEA GRA`✓EL C2 GUB!C FEET; 3" BI RISER TY'PlSAL: BRASS ELLS '04 i"'i.EBAR, 36" DEPTH- ,,J i uic Cough n'Valve I Not to Scale L 4 EPDXY FILLED CONNECTORS CONTROL tUIRES (MINIMUM 10 tIiRAPS ON 2" PVC PIPE) LATEFRAL LiNE REMOTE CONTROL VALVE MALE ADAPTER 45' ELL 90' ELL MAINLINE (H� Remote _Cori tro _'halve Not to SCaie NCI-E: �OCAT Ij)i.4El?,E FAIN CAN FALL DIRE! INTO DEVICE. ELECTRICAL CONDUIT TO RAIN SENSCR- LuifRE AND GONNcr TI JS F3`' IRRkSA`ON r:�ONITRACTOR, ;-f CA- CON✓t 'T 5-,4-- BE 5- OTHERS. " IAIN BJILDING ROOF il CotvTRO_ `>/ALVE- \� Co ~-T-ION WIFE TO VALVES. CON'rRO_ Ui TO VALVES. NOTE: INSTALL- RAN SENSOR AS PER i�IANUFAGTURER'S SPEG!FIGATIONS Rain Sensor Installation Detail . Not to Scale - --- FIN!5LIED GRADE -- -OCATE SPRINK-LER A M!NIML2"1 On 4" A' -AY FROM ANY SIDEWALKS, CONCRE E CURB OR AN`' OTHER ``'PE Cr- BU:LD'NG EDGE. ROTARY SPRINKLER ON 5WING JO!N- RISER. 2 MARI-EX 3/4 STREET EL1-5 3/4" X 12' SCHEDULE W N1PPL E _ MAR EX 3/4' STREET ELL IN 1 P<41401 1 ic.)N ! tt —I- = .`71jE / \` TE PIPE - LATERAL >_ Rotary ri��I�_:!per (�jj-� on Swing J I L4 Not to Scale SOLVENT LUELD CAP -- F NISHED GRADE PAVEMENT -�`-- 2 _ 4 T--- Y •, � `—TEMPOFR.^'RY R!SEFR l -rAIYIDD CA*'' 90 DEGREE ECL iGATION SL=EVE --- IF' FOR NON7PRE55URE LINE 24 FOR MAIN -NE NC-:::: ALL SLEEVES 5HAL-i BE NIGH IMPACT, TYPE 2110, SCHEDULE 40 PVC 'Tleve eal Irr" 9—atJ o � I �tallatio�� Detail \ L ,,/ No Sca e FINISHED GRADE/TUR� RA"`!BIRD NO. 63102 VALVE MAR'ER PVC MAIN �' -,'� - 2" PVC CLASS l60 IJJ!T- fl LENIGTI- AS REQUUIRED i I I`IANIJAL BALL VALVE ,1 f, " PVC, SC'-- 80 Nlf'PI_E 9Qi DEGREE PVC ,' 3 I l SCE-}. 40 E-L - �� 5U"'P-3/d" CRUSHED PvC 5CH. W NIPPLE - F20GK A5 REQUIRED- ss s :t�. �• 1' I FOR ADEQUATE DRAINAGE D1� b1� r OF MAN VA[ VE TO BE r fS LOCATED AT LOW POINT IN MAN. �, Manual lira1CL ElIve Assemblv Not to Scale AMETEK BOX FINi5+4ED GRADE ? MAIN LRNE LOOP Di?IVEWAY OR PAVEMENT AREAS 1'-�J" NfiNl?KUM 11 5"UT OF- VALVE r-- 3" LAYER OF 3/4" 5 __ GRJS�IED ROCKS —— — - 2x4 REDWOOD BLOCKING PVC SLEEVE C OR BRICK BLOKING. MAIN LINE TO WATER SUPPLY AND BACK LOtll PRE` ENT!ON DEVICE NOTI . PROVIDE -RUT-OFF VALVE BETrIEEN NiAIN LINE AND EAGH GONTZOL VALVE. SHUT-OFF VALVE BETN EN EACH VALVE AND MA!N LINT- IS NOT 54-->vN ON IRRIO-ATION FLAN. !RR!ISATION GONTRAGTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SHUT -OF= VALVES AS NOTED. �_ )-iVain Shut off Valve Arse� 4- Not to 5Caie WALL MCUNTED - l-EIG'�T TO BE - - -- CON"ROL LER SPEC CiE:. APPRCXIMATEL" 5 -0" ABOVE { -- -_ W'T� KE rED LOCK OR FIN15-IED FLOOR ELEVATION. _ ji ' PADLOCK.. GROUND EASE WIT NO. 10 WIRE _ _ ---� 120 VOLT POWER AND GROUND GONNEv ION. F? COl WIRE CONNECTIONS -Y- CONDUIT COMMON WIRE CCNNECTIONS l 1 JUNCTION BOXES RISER, ELLORISER 4" - IDU'T UNDER -_ _- - � - ---- ---- GARDEN S-� FLOOR B OTHERS. - - -- --- - -- FINISHED FLOOR GROUND NG ROD (Bl' OTHERS). �j 4" CONDUIT UNDER C ARDEN S� OP FLOOrc 90 DEGREE ELL To 5E E3°! OTHERS - NOTE: ALL WIRING TO OF DIRECT BUR'AL WIRES TO BE INSTALLED AS PER RE'-10TE CONTROL VALVES. APPLICABLE CODES, EL ECTRiCAL POWER TO BE PROVIDED BY 0"HERS. Automatic Con -troller Installation Detail �14Not to scale POP-UP 5,-'RI! 1K-ER TO BE INSTAL-ED I` ABOVE G V?ADE IN SEEDED AREAS AND 1' ABOVE FINIS,-ED GRADE AT SODDED AREA5. I I Nllr=`E TO BE IN5 A LED W!TLi AN A'�;GyE CF 45' 125' FRO"' VERTICAL . OI—"L_L L.L V I v •.r ELBOW-TuREADED T"'!Pf SERVICE TEE PVC PIPE LATERAL- LIN.*. ALL-I-4READED ;:-INGS TO BE -- J SEALED WITH TEFLON TAF IE OR �\ APPROVED EQUAL. CL4) Not to SCGIe FINISHED GRAD LALIJN AREAS r-INIS-:ED GRAD 5}4RJ5, AREAS i G l Valve `\ L 4 , Not to Scale ROUND PLA5'riC BCX AND COVER `-1 Rl' D FOR EASY iD NTiFiCATiON AS I CATION GATE VALVE EX`EN5''CN M,41NL!NE GATE VALE QVC MALE ADAPTER PEA GRAVEL Date i�staed/rec-ised Z_ ca1, N OSBORN & VANEARCHIT FAIN ,N00 Bering Drive, Suitc 410 Houston, Tehas 77057 713 781 5269- Fax 713 781 5347 Members Arnerican Institute of Architects W/AOF LANDSC: AIT' ARC'IIIT F.0 T-J -- -- - _- qi IXON(I & ASSOCIA ES, INC. rEIE 'YE, :) ,'J� 6300 1 filicroft. Suite 616 \ Houston,Texas 70N]-..QQ ST ^7-19A Fax 31 8 �a� IRIE CR I N SHOPPING Project No. � r Di"awri t..,h eekad Sheet No. L4