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I I O z 14 20.0' 16 + . w 191 4,500 S.F. I ' i W co ro � PLACE 6bX6"X6 i ""' `co w r O WHEELSTOPS AT 18' O.C. i ! � s a ¢ _ £... ALONG PHASE LINE I , -- ( \�- /n N I ,` SHEET C1.2 Z �n Fr w - 177 - a. °-': ' - - �- . - - - p V) a 195 - 0 0 �_ I rages + ! � ; I I *,SHEET C1.3 0 � ,� Z En g�z I t -- I I -!-- 3 O W O =i ( - *En 28b 1 %, to zi cr 3 T T. m• - ----- -� -- - - 1 O O Z p O U -01 22 195 ,� ` (_ _ 0 g o Qda� w U -I 141 I 1 I- a a m a � . I _ > V ♦ \ \ `\ yy ♦ \ ' 3 N. f ___ t , f W H O v p \ o \ n 0 \ n 0 \ 0 \ 0 \ I''1 0 \ O 0 0 \' 1 Q N\ 1- -1 C- M M M , n- O I� \ f , � SCALE: 1 " = 30' ;\ , DRAWN BY: AAP APPROVED BY: SMK t t t .-_. � }-'----- �I DATE: 12/20/04 \♦ \ \\\ ; FILE: { ' \ ` Q 1 1 O I- n t -!E V D ' ' �. ; `\ LI � t - %fm%oS ♦ - 13 11- ts f \ 20 5 1, \ t 1 1 a 26 C °�,LE EA UN � -- , 6 ' ' '4 0 `00 1 I`. I y Q 1 S E6 �' OF 4 ;lpd I'6 ® 14 6 i 1 _ I- N U f Q (1J cd In 0\ L0 Co 0 (U \0 (U rn 3 z J w W / 0 Z w w w z 0 Z w 0 Ln 4 3 u d a L N d F I N 3 Q_ 3 0 / a O O J rn L a rn I C O u J I L L] Ln L N / cu w M O L d J 2 LEGEND MANHOLE Cs SANITARY SEWER LINE =` WATER METER `:' WATER LINE - WATER VALVE FIRE HYDRANT u;,n GAS METER r GAS LINE G TELEPHONE PEDESTAL TELEPHONE LINE POWER POLE LIGHT POLE io UNDERGROUND ELECT. LINE -----LIE OVERHEAD ELECT. LINE E CHAIN LINK FENCE - WIRE FENCE PROPOSED BUILDING k KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE -m PROPOSED WATER LINE PIN PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE ----ate PROPOSED TELEPHONE LINE -� PHASE LINE RIGHT-OF-WAY LINE HILTON HOTEL ' f.,.,,. ,p - i `: C'D TARROW DRIVE ONE WAY (PUBLIC) Ll R2` -•� t t 30 �-- - - -- 30 _o 15' PUBLIC UTIMA M a A R2.5' 1b. R5. j t Ss' / t u : 0 _0 g' R2.5' r�� w1 ,6 O, v) rT1 rC) t 176 175 �2� R2.5' 172 0" R2.5' LAp R55' R2 5' 1, ; ;1 � '' ��.• � \ � � I � - \�vl� _ _ ��;�� \\�\ 0\\ �.` _ _ '� _ 83 R2.5 �. // � `,�� x�/ \, , `� \ \ O , 156 / R530.0' - / lcia��JAtI 24.0•cQ lQ\ 196 Et'� �• �\\` a N 79@ 19 � 6• I�1 � i 196 cn '1 t 1 ! +r \ \ s, \ �y / V j` 179 A. 'I � 0. i o 1�� ` \ \ \ .. R29.5' A �.5' I r \ ..t. '. _..... 5, � R3.0' �.�' r� \\ TO FACE , ., \ \ \� \ g. R2.5' t l'i I � � ; ;. . - t• ,195 _�,, \ ,` �,`` � Y o .U8 // �o�q�>t!`v - ��,r �� �••..� `\ � PEE OF TF`ltl ETA177 184 l3(tBA 11288' S'F r r 1 u`-4• 172 / `R19.5• P� /�- ` `, �,` ,\ /....:....J. "K ING::...., 1 �� �++L, �� 3 �78 9 309 5 { 119 t < 1r.�4 1LI �.I t \\?' \\\ / ................... ../ I B L I 2 "'�''. p, 24705 .....' 1 '' I ` •� �, 8 cV' 1�5 9a � s5b � . r . \'� � � ✓ / I �' \\ `'-':C_ / '' �i i { +•y ', , I I 172 1�- _ r i - - - - - - - - - - - - - \ - - - - - - - - - - - - - go c \ r TO FACO E - O {`-TO FACE SCALE: 1 "=30' Typ 0� $� . . a R2:b' �` �r r r / ~ I I II i i '' t J �� I /► ``` 1 I�� 9.0' TYP y ��, I G 30' RCP 1 ' ` J,I \ s.o 7 g s ,J \ 142 r + • cps 4 r , r W 0 RIGHT TURN LANE ACCOMMODATES' i �• \ �' ( Z g• 79f WB-50 TURNING RADIUS �' 3 1\ w ' 0 0.. p 12 R2.5tt 90�� �5 4 r ` S. T 6 I PROPOSED P DESTRIAN En % 190 5.8 s r 176 0 tw 196 1 I� 195 2 � ��.- �--� � � � � z w o R5.5' I) �i O z �` w o R2.5Ae-15.5. 1.,120 / \��`- 1g�\\ _1.� I' i•' ( F x ci 135 177 - 174 c \ i _� S j..' \�i I Z U to } 0 , o" RS O 118 �'� ��� _ `'`• EXISTING PEDESTRIAN T_ :-� io c to 1�`' R2.5' % .\� \ CROSSWALK Lw IR2.5' / t �\\ \�e 1 0 1i1¢11b Ell 1.t• \ ?• / f �I 4" IXISTING TRAFFIC SIGNAL_ �' p PV8 C t . SpB \\l / CROE SS WALK I' . SIGNAL VAULT TO REMAIN to wo t / / �.' \ / / REVISE PEDESTRIAN - U' •' �' CITY OF COLLEGE STATION 'a' �i �+ of 3 0 - e- t a Lu R395.0'7. �t5e t9 t� S w w tu ,:, d o j`�e. � Q I PRO OS D P DESTRIAN � � I + � � _ _ _. _ I ? � o w w a e> ' tag 00" / V•- .'� I 1 Y N CROSS WALK 1 ( w 0 v o w w w l j fir,' �U ; '1 .16�6 - r -/-\' T'O / , PUy�i��. ?\y as ! •� \� I I f/1 Q w f/f to N EXISTING PEDESTRIAN CROSSING i \ I Q re 5 t� t PROPOSED PEDESTRIAN ''' I h 136 �/ ',M, 79b 108 ;6r" i a o 157 \ I � 's y\ SIGNAL TO REMOVED. i �I + + w a -� lf-• 177 �O• �J - \\ ABANDON CONTROL VAULT , f J to CROSS WALK ' i I o _ � �' 15 �aE� 9 pR � - � F� �.\ ® I 1 \�7 -• ( w o 0 0 0 0 t �\- � '- � � 3 .2' ,- -� _ -� � � N ) � / / . � � � �� .� � EXISTING STREET LIGHT TO BE + ? � Q n n � M o W `+' v `► REMOVE I RELOCATED -15' �} 1` - li, 1 �l 1_ 1Q• ��- ' c" ER / \\\\ p 1 M M ID Tu -� 0, ' ��� ���r _ �� 196 1 !' ��\ �� /FtS� \\\ EXISTING ( + c� \: EDESTRUW �Y��2.2 �i o t �j0 / �� \ '+ � CROSSWALK I � I i = ^ ENTRANCE ACCOMMODATES » ^ r �( � I; I '- �:� .,'� � , I \- �� h' r / 6'� �\\ R ' � WB-50 TURNING RADIUS SCALE: 1 - 30 I y I -1 So . �� I _ 1�� , '��` -BDC -P-ROPERTIES/CONST-RUCTION INC � � r.: L1���� I ���NG R Ir "_`----- C °° I - // • e�e� O \\\� 1 _..�- DRAWN BY: AAP EP 1s5 _ ,5p•p' 'gip / a, ,o CALLED 4.51 ACRES \� Ql` ZOOS STOpING TRA C i �- �" � rl�. '' ° -:'4 :3�j;a.'-. �•. ,�� � 194b _.--� - .,,. �.\ `•.• VOL. 6298 PG. 201 � �, � � � i � ;; ; � ',�: EXISTING CITY OF COLLEGE ( APPROVED BY: SMK t �y I \ 1 'STATION TRAFFIC VAULT - 19 I �_s• NOT -PLATTED COL � � TO BE ABANDONED I DATE: 12/20/04 ss�� 111 REVISE PEDESTRIAN I -184 w It: , 1 I _ _ - = ; _ = 1 C OSS I �'' ( ,r p1MED MED � � ' Rg'5 �► � R3q•6 �o� EXISTING SANITARY SEWER I FILE: `\�PIL MANHOLE TO REMAIN 162 2.3' EXISTING ADA RAMP TO BE I S jt -t M pEMO D & 1 194 �' I ^q` o� t.. .� �g5 i EVIE 8- D IXI TI G 24" Lp ;t ` i I SHEET REPLACED W 3i'ANDARD SIDEWALK & CURB. ^ �OPLIA INSET'A' L------------------------� DEC 2 0 2005�\\ ,,i'' --- ■ REMOVE PEDESTRIAN LuI 183 T� F1.� '�° G l5 COLLEGE STATION o - OF 4 CROSS WALK ? 171 NE . i W .i J'1 �- ��' ; �-� LOR ENT SIEWICEB allo �' , a.• x. .rT...i •• ir��r����� Qsi ti 1�FA."- L �r�i' 4i• v,'y� • • .r • VIIiIIIn: `� r a I I q + f � yaaad�•i� Y�� • � II III \a`i1�aarr%aari�J.{' % IIIIII. I F. �ii=`�ii%�7;!i�Ni!ia�ahr�% 1 �{f►�ri�.+��� �;J � ':aa'• to %'a� � � 1 �a;: fir: a': , � t� - ® \ • \_R2,5' INN 176 118 \ �. ® ► ®'��® i ® • n\ • € . ' • • 0------------ i ..,. ®DETENnONPOND 11% 201 W, a rn U z a OD c2 0 In 0 0 ni N, (u rn 3 .a z J CL Li 0 i z Of Li Li z z w i 0 tn s 3 n, u 0 ii L I N 3 CL 11 0) lol a 0 0 J rn L a v> i 0 u c J I a, L A a f in L s` i 0i In u 1, 0 L D_ s` cf J i 2 WATER SANITARY SEWER O1 EXISTING 12" WATERLINE (C 900, CL 200) ASSUME 4' BURY. 43 CONNECT TO EXISTING SANITARY MANHOLE 57f INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - TOP EL. = 306.65 EL. 309.5 - EXTEND 35 @ 2.0% TO EL. 308.80 (USE DEEP OCONNECT TO EXISTING 12" WATERLINE SEE PLAN/PROFILE ( EXISTING 8" OUT. = 300.60 CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" O3 SHEET FOR COMPLETE DETAILS). PROPOSED 12" WATERLINE (C 909) (SEE PLAN/PROFILE PROPOSED 8" IN. = 303.83 LINE - 305.17'. INSTALL A DOUBLE CLEAN OUT AT SHEET 0 O PROPOSEDSANITARY IT STANDARD BUILDING. 6 - 2" WATER SA BANK 0 SERVICES WITH 1 " WATER METERS SET CITY COLLEGE MANHOLE AT END OFLINE (SEE 57g INSTALL 40'OF 6" SANITARY SEWER LINE FROM BUILDING - 4 O AT 4' SEPARATION TO SERVE SOUTH RETAIL LEASE SPACE. PLAN/PROFILE SHEET FOR COMPLETE DETAILS). EL. 309.5' - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP PROVIDE 60' OF 4" CONDUIT FOR EACH WATER SERVICE @ 30" CUT CONNECTION TO CONNECT TO B" LINE @ ELEV. _) TO 8" MIN. BURY. 45a INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING LINE - EL. 305.11'. INSTALL A DOUBLE CLEAN OUT AT O PROPOSED 3" WATERLINE (C 909) (SEE PLAN/PROFILE IN CLEANOUT @ FL--;�;0.31 309,31. USE DEEP -CUT BUILDING. SHEET FOR COMPLETE DETAILS). CONNECTION TO 8" LINE - FL=303.51. 57h INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - ©BANK OF 5 - 2" WATER SERVICES WITH 1" METERS SET @ 9" 45b !NSTALL 4W 35' OF 6" SANITARY SEWER LINE AT 2.07. FROM EL. 309.5' CUT CONNECTION - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP TO CONNECT TO 8 LINE @ ELEV. TO 8" SEPARATION. PROVIDE -20 L.F. OF 4" PVC CONDUIT @ MIN. 30" BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8' _ LINE - EL. 304.93'. INSTALL A DOUBLE CLEAN OUT AT BURY. LINE - EL. 303.34'. FLOWLINE AT DOUBLE CLEAN OUT = BUILDING. 31�8 309.90: 45c GREASE TRAP TO BE INSTALLED BY TENANT 58 N/A O INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. 45e RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE ,f RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE. 8° PROPOSED 6" FIRE LINE (C 909). 8b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' A R S o G IN=LEAN0=T FL=3-1�8-3-1- 309.31. CONNECT TO MANHOLE AT FROM B.C.) FL=304.62. 0 INSTALL 4" IRRIGATION SLEEVE TO EXTEND 2' BEYOND BACK OF CURB. 46 EXISTING 8" SANITARY SEWER LINE (SDR 26) AT 1.0% APPROXIMATELY 8' COVER. 10 EXISTING 12" WATERLINE (C 900) AT 5' BURY. 47° INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 11 EXISTING 8" WATERLINE C 900 AT 5.5' BURY (SEE BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" PLAN/PROFILE SHEET FOR COMPLETE DETAILS). LINE - EL. 293.57', WITH A DOUBLE CLEAN OUT AT BUILDING 12 EXISTING FIRE HYDRANT - 17' FROM B.C. (ADJUST TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. AS NECESSARY TO MATCH FINISH GRADE). 47b INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 13 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" IRRIGATION METER SET FLUSH WITH FINISH GRADE. LINE - EL. 293.85', WITH A DOUBLE CLEAN OUT AT BUILDING 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. IRRIGATION METER SET FLUSH WITH FINISH GRADE. 15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE 47c INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM GRADE. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.05', WITH A DOUBLE CLEAN OUT AT BUILDING 16° 6" TAPPING SLEEVE AND VALVE AND 20' OF 6" MAIN LINE. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 16 b> INSTALL 1" WATER METER. 47d INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM O16c „ INSTALL 1 WATER METER. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 16d 6" FIRE LINE -TO DOUBLE CHECK VALVE ASSEMBLY IN LINE - EL. 294.24', WITH A DOUBLE CLEAN OUT AT BUILDING BUILDING. INSTALL FDC @ BUILDING. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 17 INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT 47e INSTALL 46' OF .6" SANITARY SEWER LINE AT 2.0% FROM 2.5' FROM B.C. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 18 . EXISTING 12" WATERLINE LINE - EL 294.45', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. O19 PROPOSED 8" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 47f INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 20 N/A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8„ 21 O N/A LINE - EL. 294.65', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. O N/A <Tg> INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.07. FROM 23 N/A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.85', WITH A DOUBLE CLEAN OUT AT BUILDING 24 O CONNECT TO EXISTING 8" WATERLINE (C 900) (SEE TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O25° INSTALL 132' OF 6" WATERLINE. 47h INSTALL 50' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 25b INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT LINE - EL. 295.67', WITH A DOUBLE CLEAN OUT AT BUILDING 2.5' FROM B.C. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 25c INSTALL 1" WATER METER. 47'i > INSTALL 84' OF 6" SANITARY SEWER LINE AT 2.07. FROM 25d 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO SERVE SPRINKLER SYSTEM EXISTING SERVICE LINE - EL. 297.05', WITH A DOUBLE 25e FIRE DEPARTMENT CONNECTION CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 26 EXISTING 8" WATERLINE (C 900) AT 5' BURY. 47J INSTALL 53' OF 6" SANITARY SEWER GREASE LINE AT 2.0% WITH 27° O 3" TAPPING SLEEVE AND VALVE WITH 15' OF 3" WATERLINE. 1000 GALLON (7' X 14') GREASE TRAP - COMPLETE - GREASE TRAP MANHOLE TO MATCH FINISH GRADE. FLOWLINE AT BUILDING 27b 1" WATER METER. - 306.0' - TIE TO SERVICE LINE - 47i. 27c 1" WATER METER. ® EXISTING MANHOLE - REMOVE CONE AND ADD RINGS TO 27d 1" WATER METER. MATCH FINISHED GRADE. FL = 304.50 28a CONNECT TO EXISTING 8" VALVE WITH 6" X 8" REDUCER. 28b INSTALL FDCL(UBEINDEO CHECK V LVE ASSEMBL ) WITH 64 49° , EXISTING 8' PVC SANITARY SEWER LINE, FL = 304.60 6 TOL . 49b EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 28c 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC @ BUILDING. 49c EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.50 28d 1" WATER METER. 50 EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 28e 1" WATER METER. 309.8'. FLOWLINE NEW 8" IN - 306.92' (NORTH) INSTALL DROP MANHOLE. FLOWUNE EXISTING 8" OUT - 302.0;. 28f I" WATER METER 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 29 CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. X 10" REDUCER. (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 52 N/A 30 PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 31 ° 15' OF 3" WATERLINE (SDR-21, ASTM D2241). 31 b INSTALL 1-1/2" WATER METER - IRRIGATION. 53 N/A 32° 64' OF 6" FIRE LINE. 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM B.C.) 33° PROPOSED 8" WATERLINE. 33b N/A 55 PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH STANDARD CITY OF COLLEGE STATION MANHOLE(S). NOT 330 23' OF 6" WATERLINE. REQUIRED FOR BUILDING SERVICE. SERVICE PROVIDED BY 33d O BANK OF 3 - 1 " WATER METERS EXISTING SANITARY SEWER STUBOUT LOCATED AT NORTHEAST CORNER OF BUILDING. LINE & SERVICE LOCATIONS 33e N/A POSSIBLE BUT NOT NECESSARY. 33f 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. 339 N/A <57a INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - EL. 309.50 - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP 33h BANK OF 2 - 1" WATER METER. CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" 331 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE (TO DOUBLE LINE - EL. 308.22'. INSTALL A DOUBLE CLEAN OUT AT CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. BUILDING. 57b INSTALL 25' OF 6" SANITARY SEWER GREASE LINE WITH 10DO <M> FIRE DEPARTMENT CONNECTION GALLON (7' X 14') GREASE TRAP - COMPLETE - GREASE TRAP MANHOLE TO MATCH FINISH GRADE - EL. AT BUILDING - 309.5', EL. AT 8" LINE - 305.06'. 34a N/A 57c INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - 34b 1" WATER METER. EL. 309.5' -EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP 6" PLUG FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. _) TO 8" ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC @ BUILDING. LINE - EL. 305.41'. INSTALL A DOUBLE CLEAN OUT AT 35a N/A BUILDING. 35b BANK OF 4 - 1" WATER METERS <57d INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - 35c 6" TEE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE EL. 309.5' - EXTEND 35' @ 2.0% TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. TO 8" ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC @ BUILDING. _) LINE - EL. 305.35'. INSTALL A DOUBLE CLEAN OUT AT 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) BUILDING. 37° N/A 57e INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - 37b O N/A EL. 309.5' - EXTEND 35' @ 2.07TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE @ ELEV. -) TO 8" 37c N/A LINE - EL. 305.26'. INSTALL A DOUBLE CLEAN OUT AT 38a INSTALL 5' OF 3" WATERLINE. BUILDING. 38b 1-1/2- WATER METER - IRRIGATION. 39 N/A ® N/A 41 N/A . 42 N/A (59a> INSTALL 99' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM BUILDING. FLOWLINE AT BUILDING = 312.0'. 59b INSTALL 62 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT 2.0% SLOPE, FL AT BUILDING = 312.00. END IN DOUBLE CLEANOUT 5' FROM BULIDING. GREASE TRAP TO BE INSTALLED BY TENANT <-6-0-> PROPOSED 8" SANITARY SEWER LINE AT 0.57. WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF LINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 610 INSTALL 139' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - CONNECT TO MANHOLE AS SHOWN, FL = 303.64. INSTALL DOUBLE CLEANOUT AT 5' FROM BUILDING. FLOWLINE AT BUILDING = 306.5'. TIE TO GREASE LINE AS. SHOWN. 61b INSTALL 119' OF 6" SANITARY SEWER GREASE AT 2.0% SLOPE, FLOWLINE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY TENANT. 62° INSTALL 2 - 6" SANITARY SEWER LINE, 62' LONG - FLOWLINE AT BUILDING - 306.5'. INSTALL DOUBLE CLEAN OUT AT BUILDING - FLOWLINE AT 8" LINE - 302.3'. 82 EXISTING 8' X 8' TRANSFORMER. 83a FURNISH AND INSTALL 2 - 4" CONDUIT - 90' LONG AT 4' BURY TO BUILDING. <8­3_b�> FURNISH AND INSTALL 2 - 4" CONDUIT - 100' LONG AT 4' BURY TO BUILDING. 83c FURNISH AND INSTALL 2 - 4" CONDUIT - 165' LONG AT 4' BURY TO BUILDING. 84 FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) ® EXISTING 3 X 5 PULL BOX. 86a FURNISH AND INSTALL 2 - 4" CONDUIT - 21' LONG AT 4' BURY TO BUILDING. <-86-b> FURNISH AND INSTALL 3 - 4" CONDUIT - 156' LONG AT 4' BURY TO BUILDING. 87 N/A 88 N/A 89 N/A 90 N/A VERIZON TO FOLLOW UNDERGROUND ELECTRIC ROUTE - CONTACT VERIZON FOR CONDUIT AND BURY REQUIREMENTS. 91 N/A 92 N/A 93 N/A 94 N/A 95 N/A 96 N/A 98 N/A 99 N/A 100 N/A 101 N/A 102 N/A 103 N/A 104 N/A 105 N/A 0 151b EXISTING CURB INLET TO BE REMOVED. 151c EXISTING 36" RCP STUB -OUT, TO BE REMOVED. 152 N/A 153 EXISTING 48" RCP. 154 GRATE INLET 155 TRENCH GRATE. EL=308.5. FL OUT=306.2. 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE FLUME. 156 3' CONCRETE FLUME 11 517E SPECIFIC 1� 1. PROJECT IDENTIFICATION: PROJECT NAME: UNIVERSITY TOWN CENTER LOCATION: UNIVERSITY DRIVE LEGAL DESCRIPTION: LOT 3R (5.85 ACRES) & 4R (4.62 ACRES) OF THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION, VOL. 2017, PG. 239 & LOT 2 - ONE LINCOLN PLACE, VOL. 690, PG. 175 - 13.31 ACRE TRACT-VOL. 6347. PG. 185 7.26 ACRE TRACT - SAHARA REALITY GROUP, LTD. VOL. 6078. PG. 247. 2. APPLICANT INFORMATION: SAHARA REALTY GROUP, LTD. C/O DAVID SCARMARDO P.O. BOX 4508 BRYAN, TEXAS 77805 (979) 779-7209 i57 INSTALL 60' SIDEWALK INTO 48 RCP CULVERT. 3. OWNER INFORMATION: 15 30" ADS N-12. SAME AS APPLICANT 159 48" ADS N-12. 4. TOTAL SITE AREA IS 20.02 ACRES. <lg> BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER 5. CURRENT ZONING - C-1 & R-1 AT PROPOSED DOWNSPOUT LOCATION 6. CURRENT USE - VACANT <1 604> 128' OF 10" ADS N-12 STORM DRAIN @ 0.8%. 7. PROPOSED USE & IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING, UTILITIES, AND LANDSCAPING. SITE 8. A PORTION OF THIS TRACT LIES WITHIN THE 100-YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE . MAP FOR BRAZOS EXISTI 5' D B. COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0142C, MAP NO. 48041CO142 C EFFECTIVE W162 DATE: JULY 2, 1992, REVISED SEPT. 19, 2000. THE PROPOSED DETENTION AREA WILL ACCOMMODATE EXISTING FLOODPLAIN STORAGE REMOVE fig 4 OF 5'SIDEWALK TO ACCOMMODATE NEW ENTRANCE. & PROVIDE EXCESS STORAGE FOR SITE DETENTION. ,SIDEWALK 3 N/A 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, TV/CABLE, COMMUNICATIONS LINES, ETC.. SHALL BE UNDERGROUND INSTALLATIONS. 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40' WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRIGATION SLEEVE LOCATIONS ARE PROPOSED ON THIS PLAN. COMPLETE JOINT. 11. EASEMENTS SHOWN ARE TO BE DEDICATED VIA A REPLAT UNLESS OTHERWISE NOTED. 165 SAW CUT AND REMOVE 90' OF CURB AND GUTTER -TIE NEW CONCRETE PAVEMENT TO ASPHALT PER DETAIL. 12. BUILDING AREA: 166 O RELOCATE STREET LIGHT 40' EAST. RESTAURANT (W/O DRIVE THRU') 40,716, S.F. RESTAURANT (W/ DRIVE THRU') 1.400 S.F. 167 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP RETAIL 60,262 S.F. RAMP AT PARKING LOT - DOWELL 6" INTO EXISTING WALK TOTAL: 102.378 S.F. AT 12" O.C. 168 INSTALL 80' OF 24" RCP TO INCLUDE 6:1 SAFETY END 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED TREATMENTS AT 1.5%. 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUND COVER PRIOR TO CERTIFICATE OF OF 5' DOWELL 6" EXISTING OCCUPANCY. ATMOS GAS 169WALK , 62b O INSTALL 2 - 6" SANITARY SEWER LINE, 47' LONG, AT 2.0% 30" MIN. BURY ON ALL ONES AT 12" O.C. 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. FROM BUILDING EL. 306.5'. US A DEEP CUT CONNECTION TO 170 TIE NEW 5' WALK TO EXISTING WALK - DOWELL 6" INTO TIE TO 8" LINE AT EL. 301.9'. INSTALL DOUBLE CLEAN OUT AT 106 EXISTING 4" POLY LINE. EXISTING WALK AT 12" O.C. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH BUILDING. 107 N/A 170b 5' SIDEWALK. EARTHWORK & PAVEMENT CONSTRUCTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING ANY NECESSARY UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION &PAVING OPERATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR 63 PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD 108 TERMINATE 4" POLY LINE 1700 4.5' SIDEWALK. DETERMINATION OF UTILITY INSTALLATION ORDER. CITY OF COLLEGE STATION MANHOLE ON EXISTING LINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 109 EXISTING 3" POLY GAS LINE. <171 SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNER WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE STANDARDS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICATION. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, 64° INSTALL 106' OF 6" SANITARY SEWER GREASE LINE AT 2.0% 110 EXISTING 3" POLY GAS LINE. 172 6" REINFORCED CONCRETE PAVEMENT. CONDUIT WITH PULL STRING, WIRING, PULL BOXES, TRANSFORMERS, PANELS AND APPURTENANCES NECESSARY FOR PROPER SLOPE, FLOWLINE AT BUILDING = 306.50'. CONNECT TO 111 INSTALL 10' OF 2" POLY GAS LINE AND SET A BANK OF 5 OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TO RECORD LOCATIONS OF ALL CONDUIT ROUTES. SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET METERS AT 3' SEPARATION. 173 STANDARD REINFORCED CONCRETE CURB AND GUTTER, C5.1 END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE POURED MONOLITHICALLY WITH PAVEMENT. 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY TRAP TO BE INSTALLED BY OWNER. <112 INSTALL 20' OF 2" POLY LINE, SET METER AT BUILDING. 174 STANDARD 6 X 6 WHEEL STOP. OR RESIDENTAL DISTRICT. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING ARCHITECTURE. PARKING ANALYSIS 64b INSTALL 28' OF 6" SANITARY SEWER LINE FLOWLINE AT 2.0% 113 INSTALL 115' OF 2" POLY LINE, SET AT BANK OF 5 175 12" REINFORCED CONCRETE DUMPSTER PAD AND APRON. SLOPE, FLOWLINE AT BUILDING 306.50'. END IN DOUBLE METERS AT 3 SEPARATION AT BUILDING. CLEANOUT 5' FROM BUILDING. USE A DEEP CUT CONNECTION. <114 INSTALL 130' OF 2" POLY LINE, SET 2 METERS AT REAR SPACES REQUIRED PARKING SPACES REQUIRED OF BUILDING. INCLWNG 5548 SF COMPONENT 1: RESTAURANT PATIOS 65° FROM INSTALL 103' OF 6" SANITARY SEWER LINE AT 2.0% 115 O EXISTING 2" POLY LINE GROSS SQUARE FOOTAGE (SF): 104,860 110,812 BUILDING EL. 303.5', USE A DEEP CUT CONNECTION .TO TIE TO INSTALL 45' OF 2" POLY- LINE, SET METER AT REAR OF GSF / 250 (SPACES) = 420 444 EXISTING 8" LINE AT EL. 296.9'. CLEAN OUT REQUIRED AT 75' 116 BUILDING. INTERVALS. TOPS TO MATCH FINISH GRADE. COMPONENT 2: INSTALL 50' OF 2" POLY LINE, SET METER AT REAR OF 25% GSF (SF)= 26.215 27,703 65b INSTALL 66' OF 6" SANITARY SEWER GREASE LINE AT 2.0% 117 BUILDING. TOTAL RESTAURANT (SF) = 50,724 56,676 FROM BUILDING EL. 303.5'. TIE TO 6" SERVICE LINE. INSTALL INSTALL 47' OF 2" POLY LINE, SET METER AT REAR OF TOTAL REST. - 25% GSF (SF) = 24,509 28,973 DOUBLE CLEAN OUT AT BUILDING. 117 O BUILDING. ADD'L REST. SF / 65 SPACES/SF (SPACES) = 378 446 66a INSTALL 106' OF 6" SANITARY SEWER LINE AT 2.0% FROM 118 INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 176 4" WIDE PARKING STRIPS (WHITE) 9' X 20' TYPICAL. TOTAL REQUIRED: BUILDING EL. 303.5'. USE A DEEP CUT CONNECTION TO TIE „ BUILDING CLUSTER. COMPONENT 1 + COMPONENT 2 = 798 890 TO EXISTING 8 LINE Al EL. 295.64. CLEAN OUT REQUIRED AT 75' INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL <jj9 INSTALL 61' OF 1" POLY, SET METER AT BUILDING. 177 FIRE LANE DESIGNATION - 8 WIDE FIRE LANE STRIPE PAINTED RED WITH WORDING - "FIRE LANE - NO PARKING - TOW DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE GRADE. <120 INSTALL 65' OF 1" POLY, SET METER AT BUILDING. SPACED MORE THAN 15' APART. PAINT CURB OR PAVEMENT. 66b INSTALL 86' OF 6" SANITARY SEWER GREASE LINE AT 2.0% FROM BUILDING EL. 303.5', TIE TO 6" SERVICE LINE AS y21 INSTALL 25' OF 1" POLY, SET METER AT BUILDING. 178 HANDICAP PARKING SPACE (VAN ACCESSIBLE WITH UNIVERSAL SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE 122 INSTALL 30' OF 2„ POLY, SET BANK OF 2 METERS AT HANDICAP SYMBOL PAINTED IN SPACE). 67 TRAP TO BE INSTALLED BY OWNER. N/A 3' SEPARATION. 178 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). 68 N/A 124 INSTALL 45' OF 2" POLY LINE, SET BANK OF 5 METERS AT 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR 69 N/A 3' SEPARATION AT BUILDING. STANDARD AS REQUIRED. 70 N/A 125 INSTALL 45' OF 1" POLY LINE, SET METER AT BUILDING. 180 HANDICAP LOADING ZONE - PAVEMENT- MARKINGS 71 N/A COX COMMUNICATIONS - CONTACT ACCORDING TO TAS/ADA. 979-774-2506. MINIMUM 30" BURY. PROVIDE 181 6' WOOD FENCE ON TOP OF 5' RETAINING WALL. 72 N/A MINIMUM 9" VERTICAL SEPARATION BETWEEN 73 N/A CROSSING UTILITIES/LINES. 182 5' HIGH LANDSCAPE BLOCK RETAINING WALL. BASE OF WALL FURNISH AND INSTALL 2" SCHED. 40 PVC CONDUIT, WITH PULL STRING. TO BE 1' OFF PROPERTY LINE. 74 N/A CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION 182 2'-3- HIGH LANDSCAPE BLOCK RETAINING WALL. ELECTRICAL ELECTRIC ROUTE. 75 CONTACT SAM WEIDO AT COLLEGE STATION UTILITIES 126 N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING <127> N/A 6" DOWELL INTO EXISTING PAVEMENT 12" O.C. TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. <128 N/A 184 HANDICAP CURB RAMP WITH FLARED SIDES, PER ADA/TAS PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" 129 N/A STANDARDS BURY. <a85> ROCK INLAY - PER ARCHITECT PLAN 130 N/A 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. SIGNAGE <186 BRICK PAVER INLAY - PER ARCHITECT PLAN <j31> 300 FT SO. SIGN - 24' TALL X 23' WIDE - SET 50' FROM 187 4" CONCRETE WALK. 76 FURNISH AND INSTALL 2 - 4" CONDUIT - 40' LONG AT 4' BURY. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 6' TALL CMU WALL. �O FURNISH AND INSTALL 3' X 5 PULL BOX, PER COCS ELECTRICAL 132 200 FT SQ. SIGN - 22' TALL X 23' WIDE -SET 50' FROM 77b STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 189 6' WIDE X 4" THICK CONCRETE SIDEWALK. 77c FUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. 133 FT SO. MONUMENT - 4' TALL X 15' WIDE - SET 48' 190 FLUSH CURB CONDITION. 77d ROUTE 2 - 4" CONDUIT - 39' LONG TO BUILDING 134 F60 ROM B.C. 60 FT SO. MONUMENT - 4' TALL X 15' WIDE - SET 48' <191> TRANSITION TO FULL CURB IN 27 FEET. 78a ROUTE AS DIRECTED BY OWNER. FURNISH AND INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL FROM B.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. STANDARDS <135 60 FT SO. MONUMENT - 4' TALL X 15' WIDE - SET 65' O78b FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY. FROM B.C. 193 REINFORCE ND. 1 NBOTTOM OLOWDPONTT 78c I N ' X ' TRANSFORMER PAD. 136 O 200 FT SQ. SIGN - 25' TALL X 23' WIDE - SET 55' FROM EON 29 %� SLOPE ACROSS B 0 78d FURNISH AND INSTALL 3 - 4" CONDUIT E 132' LONG AT 137 B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. N/A 194 STOP LINE 4' BURY 10 BUILDING AND INSTALL 3 - 4" CONDUIT - 84' LONG AT 19 WITH TRAFFIC ARROWS (WHITE). IN CONFORMANCEAS 78a 4U BURY TO BNG 139 NN/A/A MUTCD STANDARDS 6" D N IV S HI 78a O FURNISH AND INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL STORM SEWER (REFER TO GRADING 1196 RAISED CURB MEDIAN STANDARDS PLAN FOR COMPLETE DETAILS ON THE 79b FURNISH AND INSTALL 2 - 4' CONDUIT - 414 LONG AT 4' BURY. STORM SEWER SYSTEM). 1 AL 2' A x L G HT AS TOP OF SE 79c FURNISH AND INSTALL 2 - 4" CONDUIT - 104' LONG AT 4' BURY JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING TO BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79d N/A 140 STORM SEWER. C7.3. 141 GRATE INLET. <-19--7> INSTALL 2' DIA x 6' LONG LIGHT BASE. TOP OF BASE 79e FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. TO BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79f FURNISH AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' <142 CURB INLET. C7.3. BURY 143 12" ADS N-12. 198 O N/A 79g N/A 144 18" ADS N- 12. 199 TAPER CURB FROM 6" TO FLUSH IN 36'. 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT 145 24" ADS N-12. 200 DETENTION POND OUTLET 4' BURY. 2_0 -1> STORM 'SEWER OUTFALL EROSION CONTROL 80 EXISTING- 4" CONDUIT STUBBED OUT FROM HOMEWOOD X STINITE 146 36" ADS N-12. 202 2-36" RCP DETENTION POND OUTFALL PIPES PROJ 147 O EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO 810 FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) CURB INLET WALL. 203 AREA GRATE INLET 81b FURNISH AND INSTALL 2 - 4" CONDUIT - 70' LONG AT EXISTING 36" RCP TO REMAIN 4' BURY TO BUILDING (MARKET). 81c FURNISH AND INSTALL 2 - 4" CONDUIT - 65' LONG AT 4' BURY 149 EXISTING 36" RCP TO REMAIN. TO MID POINT OF 5 LEASE SPACE - SET 5 METER BANKS. <-15-0-> EXISTING JUNCTION BOX TO REMAIN. 81d FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 151 JUNCTION BOX 4' BURY TO BUILDING (RESTAURANT). PARKING SPACES PROPOSED PHASE 1: 172 ADA SPACES PROVIDED: 2 PHASE 2: 651 ADA SPACES PROVIDED: 15 PHASE 3: 120 ADA SPACES PROVIDED: 12 TOTAL PROPOSED: 943 PROPOSED IMPROVEMENTS: PATIO USE AREA (SF) AREA (SF) UNIT SPACE/UNIT TOTAL SPACES PHASE 1 RESTAURANT (W/O DRIVE THRU') 3.300 551 65 SF 1 60 RESTAURANT (W/ DRIVE THRU') 1,400 100 SF 1 14 RETAIL 5,120 250 SF 1 21 • TOTAL.• 95 * NEW PROVIDED PARKING: 172 ADA SPACES PROVIDED: 2 z Lu O N N Z 5 � N N z W > Qacn-1-4 cc) 0o �uia Z x�F_r-� LIJ w ( Z a` 0\ z Z rwa J Q m~LL -� OF T -�It B.J. KLING A 24705 :=. PHASE 2A " ••:�G aw RESTAURANT (W/0 DRIVE THRU') 4,692 65 SF 1 73 TOTAL: 73-- * NEW PROVIDED PARKING: 186 m✓ ADA SPACES PROVIDED: 4 PHASE 2B o RESTAURANT (W/0 DRIVE THRU') 31,936 5,401 65 SF 1 575 En TOTAL• 575 � NEW PROVIDED PARKING: 465 Ln ADA SPACES PROVIDED: 11 N TOTAL REQUIRED PHASE 1. 2A & 2B : NEW PROVIDED PARKING PHASE 1. 2A & 2B : * EXCESS PARKING TO SATISFY PHASE 1 & 2 PARKING REQUIREMENT. WATER DEMANDS: GENERAL: TCEQ DEMAND RATES RESTAURANT AVE DAILY DEMAND ....... 18 GPD/CAP RETAIL AVE DAILY DEMAND ................ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIFIED DESIGN GUIDELINI FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD/CAF TOTAL ............................ 13,298 GPD 9.2 GPM ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1.5 TOTAL ........................... 19,946 GPD 13.8 GPM PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 TOTAL ............................... 3,324 GPHr 55 GPM *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK HRLY DEMAND=ADJUSTED DAILY x 4.0 SANITARY SEWER DEMANDS: GENERAL: TCEQ DEMAND RATES RESTAURANT AVE DAILY DEMAND ....... 18 GPD/CAP RETAIL AVE DAILY DEMAND ................ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIFIED DESIGN GUIDELI I FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD/C TOTAL ............................ 13,298 GPD ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1.5 TOTAL ............................ 19,946 GPD PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 TOTAL ............................... 3,324 GPHr *PER BRYAN/COLLEGE STATION . DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK HRLY DEMAND=ADJUSTED DAILY x 4.0 743 a 823 z 2 W W F= o o N N o� < WAN WW Y N �d ri a o a a WW Q ~ Y CSNJ Z Z Cli to Z N yet � w Y to 0 a Z O �• D O 0 Y a }�= = R QQ y 2 Y Z 0 Y W COi1�:P�.IANCE W W W W W W � o 0 _SEE DEC 2 0 2005 of m N Y Y 0 0 a P w ATI OM o M o SCALE: 1 " = 30' DRAWN BY: BLB APPROVED BY: SMK R1EVI�WED FOR DATE: 12/20/04 COI PLIANCE FILE: DEC 2 0 20054 SHEET COLLEGE S1ATICN DMO S"ENT S LICES rl Cl m4 OF 4 F- rn 0 4_ co v v CD 0 (U v Al 0 3 c 0 CL O L 41 c 0 U c 0 in 0 L w 0 z w w z ,•-1 LO z w c 0 m `> -0 3 0 ,L u ci L Ili a d I N H' 3 0_ i rn 3 i CL 0 0 J rn c L a rn I c 0 u C J I IL > L p >1 f In L IL > i 0.1 w to +p u O, 0 L O_ c 0 J _ W J Q U (A 0 O Z OR E uN , , f1•• �.,C`� ,'S LIlv.�Y_rvi�r:i ► ----- 1 .---- _ I11 2 - 36" RCP r 1� , : � ; , I __ ,r / I �� - I I , --- I` �/S�` _ --------- - _ �" , ,� is _ 305 D-- . - - - - _-= -- J =1- - '' = _ c l , + ^T'�'! �� �. Nl �,,,,��'I ' II�j��Ijj� ��i 2 \ y \I , , . r \ , T - _ , ( . - . t 1 c +► ':l - f a �., • i .. C:: ` ` ... t:-. T t ... l - / a... ' t r t (/� ` t. ', -t.; :r 1,�1n ;, 1, ,.'r .., ,: `- (/fir \ , \ \ JS J- /- i :1 :1.. . '�• 0 '! . / 1 ,`♦ \\` . \,`\ /� ' .; - ( 7; /fit �'A nx. - 'r" :,`: = �". •:/, r r _ - / {. 1 r r _Ir / �. , ram!\.- _ \.>.: _ ;'r:'� eizc U:�O }.. - r.[ /-` .i EROSION AND SEDIMENT CONTROL. j, ! C a :1..y�, r-_!: /„�-7,,-\ =�r �, ,, \'r. ,,. \t I;e :,r; / :°f ,J:I4 -FI 1. SILT FENCE - A ti 2. HAY BALES \ O 1 s - / .i_.-..�"'_ 3. GRAVEL FILLED WATER IMPERMEABLE, FILTER BAGS *% '`'' / tf{ y iu,. �.. 1 1 s I� r / f I l 4. ROCK CONSTRUCTION ENTRANCE ,' .; .:/ ' , �hj� `,f r. : , i /� r- r -- '-, r 4 r N A R I N IM NT CONTR I P R AI HEREON. `� r v } I ST LL E OS 0 & SED E OL DEV CES E DET LS S -, r f , �-r - i � �O r i '\I . r� \ r +; t ; r. , �I ' SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPPING DEVICES PRIOR TO SEDIMENT REACHING 1 2 THE HEIGHT OF THE t . +' r DEVICE OR STRUCTURE. / "� .' :: i a:1 .r ��.. I s` J I' t i� t i , �_ . -7���• ) ..,^( ,. \...' , fx +r 7 7. !r :. ;+I :, ,, 1 !xr .-E . 1 1 ^J ,.., T r. }, �` - r , r „ .: t - ( '.: . IF SEDIMENT ESCAPES FROM THE SITE AREA, ACCUMULATIONS MUST BE REMOVED AT A FREQUE C TO MI ZE FURTHER ,,;, -"\;• _ --_ ._ _ _ ,....,.>.:. v.._%,_,._:: ,,. x_!_�= `..:x :':,._.. , NEGATIVE EFFECTS, AND WHENEVER FEASIBLE, PRIOR TO THE NEXT RAIN EVENT. o ',_ s :-_�,_.,..•:::;:.1 1 , i'� iQ ;r :lr r r r 1. _t t i.. -I i ` r 1 20 F SILT FE CE :,I ::: , STABILIZATION PRACTICES: , ; 0 _. ,.:�- „ Y ' i f ti , ' ' ,, - ," I N A TIVITI MP RARI Y - ,.;. - -- / , TEMPORARY STABILIZATION. ALL STOCK PILED AND OTHER DISTURBED AREAS WHERE CONSTRUCT 0 C ES 11= 0 L " 1 n. ,_ 1 \fir-i;.'y-. i.; -' , r.,_ ./. :x; :x. r. '. /'1�, :! ri ): --.�. /�.:-. :. r•r l / v: F R AT T 1 A WIL E EEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT % ' I 1 -0 ' CEASE 0 LEAS 2 D YS L B S , AREA. / I { , /.1 r '� T / f ,�/_♦ �� 5 / �/ ,/�\ T- _ -" i C /. / / 7 \ t f - __ i / i 0 r: :7.+ /. f.r` ._r.` 1, �� i 't•.k h I - �:i i 1.:•..:5.. J; .?; PERMANENT STABILIZATION. ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE / HYDROMULCH SEEDED OR SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE ", 1/ f aj:. -`- Gti/ �i , ,, I 1 j 1 .- 0 r;: • ) _: .• .. � :,' 1 1L `` ♦ . .ter ..i' , .-. ?,:, -. .t - :Y.:= / ` : _ '..-, - LAST CONSTRUCTION ACTIVITY. PRIOR .TO FINAL SEED APPLICATION CONTRACTOR IS TO REPLACE TOP SOIL IN ALL DISTURBED , ,' 1 % % 1 : r � ,. 2 ;; 1 1 1 ' II, i i / i '� p ). 1 ff/ _ F rr, JO ;/ Y/ 1 S k tY 'iy-;. AREAS AND LIGHTLY COMPACT. !" 1 tJ i %l i f / !p O % ter'., .,Y. __ '/` r ,.,n:' ,.__ .,, - - - ! I / :O1. M� -/ 1 ( ;i .' y 1. F ,. i 1 , I . . r , r 1 i r , HYDROMULCH. TO BE EXCEL FIBERMULCH II W TACKIFIER APPLICATION RATE OF 2500 LBS ACRE. GRASS SEED AND ,..- , s - FERTILIZER TO BE INCORPORATED INTO SLURRY. I I / /' U` ','':.' ' r : 3 l wO y ,> , ; 1 f -r:r / I % R IV D ®90 Ibs. PER ACRE. ' I /, ± '? r<; '� , , =, GRASS SEED MIX: SUMMER HULLED COMMON BERMUDA GRASS, M N. 85 o PU E L E SEE �'`._'`4 I 3 /, . ' �_ ``. 1 , ' .. �. 1. .. ::-.,,. ...,..:. .. }/. _.... .. ,,._ - .._:.� , _.-': i.. _: ! -.': I- 'I .-,- „I 7 . ... ,},. -- OMM N RM A GRA MIN. 85% PURE LIVE SEED ®90 Ibs. PER ACRE / _..._ ..... • ._. 1 .. WINTER UNHULLED C 0 BE UD SS, , r�- , _ , ;,. T T _ ,, - r r• + ANN A RYE RAS MIN. % P R LIVE SEED 0 175 Ibs. PER ACRE. / U L G $, 85 o U E I' r y x+ ; ;r z s 1 t. '� ..T r' FERTILIZER: 3-1-2 RATIO FERTILIZER W/ SULFUR &TRACE ELEMENTS 0 350 Ibs PER ACRE. \\ �(; , /�. J r x :y+ ,'� ).�/li' / i r.i � -r / , 1 f; ,+:\ r , \ r I x - d n,.c -. • I / Ott. :.-:.+._... ,_,:+.. z5[ i••:. :c,. ,, .,,.-.. r. "._-. -1.-f-:-..,.. t,-._.,o-,,...... ,.:. r... t '. MAINTENANCE. SHALL CONSIST OF WEEDING FERTILIZING INSECT CONTROL WATERING REPLANTING MOVING MAINTAINING OF , I s _-_ -. ( t - 1 J r , , / ._� 'q. �,. - ::'O:>r -f- _b.E '... ..- V-.-`C'^-" _ i _. ,.. .,r -:r i,;r _..y :. .r EXISTING GRADES, AND REPAIR OF ANY EROSION DAMAGES FOR ALL AREAS WHERE SEEDING AND MULCHING WORK IS -%III I l '`:�, r; �' / , 3i5 , l,' A AN T B D H P N11NG PERIOD THRU 90 AYS AFTER THE WORK IS 1�! ��� "1 `'°' / ' " 04 COMPLETED M INTEN CE 0 E CON UCTED DURING T E LA D } L�$ COMPLETED, INSPECTED AND APPROVED BY THE ENGINEER AND OWNER. (�. /� / ' - r`�7-" z ' . �; 1�, ' _ ' t' / 11 1 I , / I Y I , I . / - / , GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF (. �� ' r' '` '" ,, .I.-. # , , 1.,... , 1 , r. / -ram , /,.. ,..., .... ... o.- f ._. .... 7 _ - .,,•_.. ..{._ 1 _.. _ ,.(L,/ _... ,. 1.. ,. ..,.�::.....,..t�,5._,. J-.+.,. ..,.G ,_,...ne..-,,..,.,e O,.,.. .,:f.n,.'. .t...r. T R I T ARANT / ,,, _ , ,., -.. - , ..._: .+_ -:,: _:. 90 DAYS AFTER FINAL HYDROMULCH APPLICATION FOR PERMANENT EROSION CONTROL. CONTRACTO S 0 GU EE ALL / .... ./ , , /. , ., , i. , ,. _ r F .. ..,-: / .r. , ♦ .. _ f.. .. i. .. x.. r. _ x . ,. _, k. ., r.. k Y V I R WTH AND COVERAGE SHALL BE DEFINED A r .. .., . _ _, r ... ._. _ , .... _ .. .., .. .. i ,., .._ r ._. ..... PLANTED MATERIAL GROWTH AND CO ERAGE FOR A PER OD OF 6 MONTHS. G 0 S .. ,_ r_ , i / t r , f f.. , x i . 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1 IN HEIGHT T NOB E S OTS / ,. ,...., ,, .�..-,, ,/„......... ..... ... -:.• .. �.;, •�. •.-. -•.•._ _:•, ,... GREATER THAN 2 SQUARE FEET. r ! i� 0 Y _ '` �_ r.: T <_ .. ~_ - S.. , - b > s `. -A . >, PROVIDE A SECOND APPLICATION OF SPECIFIED HYDROMULCH SEEDING TO BARE AREAS NOT MEETING SPECIFIED COVERAGE 2 _ _ ;� . z- '• J: H < MIN N N R RM WITHIN 60 AY F INITIA APPLICATION AND J AS DEFER ED BY THE ENGI EER. SUCH RESEEDI G TO BE PE FO ED D S 0 L �,-- // ; „ s, - \ l_ IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT.- �, = C r '_ RECORD KEEPING: CONTRACTOR IS RESPONSIBLE FOR RECORDING & MAINTAINING THE FOLLOWING: �' , *� �, 5` _ i y s: , ti 1 1. DATES WHEN MAJOR GRADING ACTIVITIES OCCUR / / ` ! r I t " 2. DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE. / ' r ``�• / / 't , 3. DATES WHEN STABILIZATION MEASURES ARE WITIATED. ' / // ' �' ` . r _ `♦ --' -� '', r -----0 INSTALL TI eE 1 RECORDS MUST BE KEPT WITH THE SWP3 AND MADE READILY AVAILABLE UPON REQUEST TO THE PARTIES IN PART III.D.1 OF / " THE TPDES GENERAL PERMIT TXR150000. �% - - ` STRUCTURAL CONTROL PRACTICES: ice'- /\}-1INSTALL SEDIME // I \ . `. TEMPORARY EROSION CONTROL TO INCLUDE INSTALLATION OF GRAVEL FILLED WATER IMPERMEABLE BAGS, SILT FENCE AND HAY BALE CHECK STRUCTURES. SILT FENCE TO BE INSTALLED PER DETAIL ON ALL DOWNHILL SLOPES AS SHOWN ON PLAN. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT INTO THE ADJACENT DETENTION POND & DOWNSTREAM CHANNEL RUNNING THROUGH THE CEDAR CREEK CONDOMINIUM SITE AND IS RESPONSIBLE FOR CLEANUP AND CHANNEL RESTORATION IF SUCH OCCUR. HAY BALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING DITCH SECTION AT APPROXIMATE 100' INTERVALS OR AS SHOWN ON PLAN, .= . GRAVEL FILLED IMPERMEABLE BAGS TO;: BE INSTALLED AROUND EXISTING GRATE INLET DRAINS AND MAINTAINED UNTIL ]� r F) r Fj l F r 1 J 1\1 ESTABLISHMENT OF GRASS OCCURS :IN;AREA-B AND PAVING OPERATIONS ARE COMPLETE IN AREA -A. PERMANENT STORM WATER CONTROLS: GENERAL LOCATION 81 DESCRIPTION: STORM WATER WILL DRAIN TO THE EXISTING (UNDER CONSTRUCTION AS OF 06-30-03) PROJECT SPECIFIC DETENTION POND. OWNER INFORMATION: SAHARA REALTY GROUP LTD. STORM WATER DETENTION WILL BE PROVIDED FOR IN THE PROJECT DETENTION POND ADJACENT TO THE SITE AREA. DAVID SCARMARDO • 1289 NORTH HARVEY MITCHELL PARKWAY OTHER CONTROLS: BRYAN, TEXAS 77803 OFFSITE VEHICLE TRACKING: (979) 779-7209 PROJECT NAME: UNIVERSITY TOWN CENTER CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ONTO ANY PUBLIC OR PRIVATE PROJECT LOCATION: ON F.M. 60 (UNIVERSITY DRIVE) APPROXIMATELY 1150 FEET SOUTHWEST OF STREETS OR LANDS AND IS RESPONSIBLE FOR CLEANUP AFTER EACH DAYS WORK. IF NECESSARY, INSTALL ROCK THE UNIVERSITY DRIVE AND LINCOLN STREET INTERSECTION; CONSTRUCTION ENTRANCE. COLLEGE STATION, BRAZOS COUNTY, TEXAS. LATITUDE: N 30'38'20" WASTE MATERIALS: LONGITUDE: W 96'18'58" ALL WASTE MATERIALS ARE TO BECOME PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED AND DISPOSED OF TOTAL SITE AREA IS: 17.73 OFF -SITE. NO ON -SITE BURYING OF WASTE MATERIALS IS ALLOWED. AT THE END OF EACH WORKING DAY, THE CONTRACTOR TOTAL AREA OF SITE EXPECTED TO BE DISTURBED: 17.52 SHALL GATHER AND COLLECT ALL RUBBISH AND DEBRIS AND STORE IN AN ACCEPTABLE MANNER WHICH PREVENTS MATERIALS FROM BEING BLOWN OR OTHERWISE REDISTRIBUTED ACROSS THE SITE OR ADJACENT LANDS OR WATER COURSES. EXISTING SITE CONDITIONS: LAND USE: VACANT HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF AS PER LOCAL OR STATE REGULATIONS AND LAND COVER: GRASSED, SOME BRUSH IN ACCORDANCE WITH MFR'S SPECIFICATIONS. AVERAGE GROUND SLOPE: 1% SCS CURVE NUMBER: 77 TIMING OF CONTROLS/MEASURES RATIONAL 'C' FACTOR: 0.35 RECEIVING WATERS: TRIBUTARY TO BURTON CREEK; BURTON CREEK >INSTALL SILT FENCING. >HAYBALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING CHANNEL. SOIL INFORMATION: >INSTALL ROCK CONSTRUCTION ENTRANCE. NATIVE SOILS CONSIST OF CLAYEY SANDS & SANDY, LEAN CLAYS >DISTURBED AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS ARE TO BE STABILIZED UNIFIED SOIL CLASSIFICATION SYSTEM: CH, CL, & SC WITH HYDROMULCH SEEDING OR BROADCAST SEEDING (AS PER PLAN) NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.f'• POST DEVELOPED SITE CONDITIONS: >DURING CLEARING/GRADING ACTMTIES: SEDIMENT COLLECTING AT CHECK STRUCTURES AND SILT FENCE SHALL BE REMOVED AREA -A: • LAND USE: RESTAURANT AND RETAIL SPACE AS IT REACHES Y2 THE HEIGHT OF THE' STRUCTURE. SCS CURVE NUMBER: 96 >ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE HYDROMULCH SEEDED OR RATIONAL 'C' FACTOR: 0.88 BROADCAST SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE LAST AREA-B: CONSTRUCTION ACTIVITY. LAND USE: VACANT-REVEGETATED W/GRASSES (SEED+HYDROMULCH) SCS CURVE NUMBER: 77 INSPECTION OF CONTROLS: RATIONAL 'C' FACTOR: 0.35 IN THE EVENT OF FLOODING OR OTHER UNCONTROLLABLE SITUATIONS WHICH PROHIBIT ACCESS TO THE INSPECTION SITES, NATURE OF ACTIVITIES: INSPECTIONS MUST BE CONDUCTED AS SOON AS ACCESS IS PRACTICABLE. CLEARING OF EXISTING TREES & BRUSH (AREA A & B); SITE CUT/FILL OPERATIONS, CONSTRUCTION OF CONTRACTOR PERSONNEL FAMILIAR WITH THE SWP3 MUST INSPECT DISTURBED AREAS THAT HAVE NOT BEEN FINALLY MULTIPLE RESTAURANT AND RETAIL SPACE, CONCRETE DRIVE & PARKING AREAS, CONSTRUCTION OF STABILIZED, AREAS USED FOR STORAGE OF MATERIALS EXPOSED TO PRECIPITATION, AND STRUCTURAL CONTROLS FOR ASSOCIATED STORM SEWER & UTILITIES. EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. SEDIMENT & EROSION CONTROL DEVICES SEQUENCE OF MAJOR ACTIVITIES: MUST BE INSPECTED TO ENSURE PROPER OPERATION. VEHICLE ENTRANCE/EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT 1RAC1fING. 1. INSTALL SILT FENCE AT DOWNSTREAM LIMITS OF CONSTRUCTION AREA -A AS SHOWN IN PLAN . 2. INSTALL ROCK CONSTRUCTION ENTRANCE INSPECTIONS MUST BE CONDUCTED AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN TWENTY FOUR (24) 3. CLEAR SITE HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. 4. INSTALLATION OF HAYBALE CHECK STRUCTURES AT ENTRANCE OF 2 - 36" RCP : 5. INSTALL SILT FENCE AS SHOWN ON. PLAN . THE SWP3 MUST BE MODIFIED BASED ON RESULTS OF INSPECTIONS, AS NECESSARY, TO BETTER CONTROL POLLUTANTS IN 6. EARTHWORK: SITE CUT/FILL, GRADING OPERATIONS OVER ENTIRE SITE 7. CONSTRUCTION OF SITE STORM SEWER & UTILITIES RUNOFF. REVISIONS TO THE SWP3 TO BE COMPLETED WITHIN SEVEN 7 CALENDAR DAYS FOLLOWING THE INSPECTION IN () 8. CONSTRUCTION OF SffE PAVING &BUILDING ACCORDANCE WITH THE TPDES GENERAL PERMIT. 9. AFTER ESTABLISHMENT OF GRASS, REMOVE ALL TEMPORARY EROSION CONTROL (SILT - FENCE/HAY-BALES); RE -SEED ALL AREAS NOT HAVING PERMANENT GRASS COVERAGE AS A REPORT IN ACCORDANCE WITH THE TPDES GENERAL PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AND RETAINED AS DEFINED. PART OF THE SWP3. \\ ,' %" F.M. 60 \\\ \ t F t' I I , 1 - - , 1' _ i r , a r �\ \ / \ 1 ' ' ♦ i /' I = I i ,-\ -.r -.l 1,,......\ t 1 / II \ \�\ `��' \\ ram, �� I \; \ ' I 1 1 \ \ ♦�\ 1 `\ 4STRUCTION% ENTRANCE/EXIT. I \ \ \ \ \ I ` 0. \ �\ '1% \ II \ 11 `♦ \ RAP - SEE DETAIL 4 \, �\ { \ \ % ``�\ l I t i C. / j r ''_� �- \ ' �/ \ \ \ �1 1 �+;�♦ Cr rJr lC�A�'1 J1�1� �c r ��' OjNSIB I r fir RTI r S M, . �,s �k., •-,- Y �'C . ��..�. , t,� \�� . I . �. • t• ♦ i\ : 1- ;. '.` \•\\\`� %t \ •. \I _r V \\ £� y I I I , f1 I 1 DRAIN TO SED{MENT TRIPPING DEVICE PLAN YIN. 50� MIN. 4• MIN. APPROACH TRANSITION APPROACH TRANSITION e,.-MR.: CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS 8' MIN. FOUNDATION COURSE b' MIN. THIS EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH CURRENT: CITY OF COLLEGE STATION DRAINAGE POLICY, CITY OF COLLEGE STATION STORM WATER POLLUTION PREVENTION POLICY, EPA REQUIREMENTS FOR STORM WATER DISCHARGES PROFILE NOTES: ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES GENERAL PERMIT, USACE 33 CFR, & SECTION 404 OF THE CLEAN WATER ACT & TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES) GENERAL PERMIT No. TXR150000 AS ADMINISTERED BY THE TEXAS COMMISSION ON ENVIRONMENTAL T THE LENGTH OF THE TYPE T CONSTRUCTION EXIT SHALL BE 50' MIN. QUALITY (TCEQ). 2. THE COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A SIZE OF 4' TO 8'. NON -STORM WATER DISCHARGES: -NONE EXPECTED- ENGNEER.PROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE 4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT, OR OTHER MATERIAL AS APPROVED BY ENGINEER. 5. THE CONSTRUCTION EXIT FOUNDATION SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE MAINTENANCE/INSPECTION PROCEDURES 6. THE GUIDELINES SHDWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED BY THE ENGINEER. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES: TXDOT TYPE �-CONSTRUCTION ENTRANCE/EXIT >ALL CONTROL MEASURES TO BE INSPECTED BY CONTRACTOR AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS•AND WITHIN TWENTY FOUR (24) NOT TO SCALE HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER FzO F\& >MAINTAIN RECORDS AND REPORTS ACCORDING TO EPA CONSTRUCTION GENERAL PERMIT CHECKLIST. hk �FR� ` >ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER WITH REPAIR BEING INITIATED WITHIN 24 HOURS OF REPORT. D >BUILT UP SEDIMENT SHALL BE REMOVED FROM CHECK STRUCTURES AND SILT FENCE WHEN IT HAS REACHED Y2 THE HEIGHT OF THE STRUCTURE. DISCHARGE ONTO >SILT FENCE AND HAY BALES TO BE INSPECTED FOR PROPER INSTALLATION AND THAT NO PIPING OR UNDERMINING IS OCCURRING. STABIUZED AREA I : ;', I'I >TEMPORARY SEEDING TO BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND COVERAGE - RE -SEED AS NECESSARY (VEGETATION, ROCK, ECT. , . .'.:.'�Rr . >PERMANENT HYDROMULCH SEEDING TO BE INSPECTED PER GUARANTEE. / ' ':'met` .° .# SIGNATURE FOR RESPONSIBLE FOR (NAME, TITLE, & DATE) (COMPANY & ADDRESS) CLEARING TEMPORARY CONTROLS & STABILIZATION PERMANENT STABILIZATION (RE -VEGETATION) 2 , T SCALE: 1 = 60 z V' w ON N" � � N W >- w I\,6\6 UE _�-y,- Q Lu Q 000 000 /zt'•� V 5 Q I- LLu 0\ O\ Z xZDl--•P-r� W Cn HNZO\a\ - z rWa Z � a CII - EXISTING DRIVE - / PROTECT DURING .( � CONSTRUCTION Q a z 0 a C7 � O p � O� OU �W R" � � O H U Q 3 0 H 1. , 1 I ''----------I DIRECTION OF FLOW T-POST DRIVEN 24' SPACED 6' APART SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST &WIRE MESH 6'X6'(mox) WIRE MESH FASTENED TO T-POST 4' MINA -8' OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL I 14- TOE OF SLOPE I ����G SILT FENCE INSTALLATION NOT TO SCALE 1'X2" WOOD STAKE 2 PER HAY BALE WIDTH HAY BALE STAKED AND ENTRENCHED HAY BALE -50 LB z 0 I- a Z 0 U) DIRECTION OF w a FLOW COMPACTED SOIL TO PREVENT PIPING HAY BALE FOR EROSION CONTROL/CHECK STRUCTURES NOT TO SCALE a 0 SCALE: 1 " = 60' LEGEND: DRAWN BY: JNP FLOW 100 YEAR FLOODPLAIN �j%L1 �/ APPROVED BY: AAP _ E D FOR �[ L/� DATE: 12/14/04 __ -1 2 COMPLIANCE EA OF CLEARING/ AREA .1:_'-..> r',.,.''.4�.� ` ' SOIL DISTURBANCE _ FILE: EXISTING GROUND N N. LEVEL QEC ® �n�G LENGTH I� J REA OF IMPORT \ PER PLAN ATERIALS STORAGE . � eE. TAinori SECTION D-D `2-it,!-E� 'INS REA OF HYDROMULCH APPLICATION NOTE: COMPACT BERMS) TO 85% STD (IASTM D-698) SEDIMENT TRAP WITH LEVEL STABILIZED OUTLET HAY BALE EROSION CONTROL NOT TO SCALE ••••••••••••••••• 50' ENVIRONMENTAL BUFFER ' •'•'•'•': •'•': •'•' ...................: SILT FENCE . I °�r/\Dr./ ,,,, H A C) Z d 0 • N N (U 0 0 CU N, 0 c) m 3 i U H w w ti z J 0 z_ A 0 / Z w w z 0 z w 0 t 4 3 v U d 6: L d 1 N -3 rn 3 a 0 0 J m L a 0 1 c 0 u J 1 d i A Ln L o, D / CU tA u w 0 L fL d J ST. EAST - G G G-- '-SS-'-' \ 0J, V O° \ i ll l w VV W lilt till I fill ilUNIVERSITY DRIVEN 140' R.O.W. I IIII m III, EXISTING ` 1 if 12-36" RCP w IIII till l Il I s It° t �! I a F --- ill. r �; - - - -G - - - - I - J 111 + _ E ! I I _ _ ----- ---- ----- - --=--------=--------- ----- ---- ---i------------E ------ --- ------ --_- -- L-- SCALE: 1" = 60' -- ' -' G UE ;� i j j i j (! � `' l� r I �' '±�' i i►� � i j' s� I i' 1 I - _ - - - - - - - -,- r 71 Irp ' �Ac 1 RESTAURANT --- - - ( b o--------- - - sroP '5� -a \� C �I Z -7_LOT 3BPROPOSED DETENTION C 1 AREA \ 1 _ i --- i--- , - r-- W APPROX. 137 LF 36 - I Ft 295.00 ADS WATERTIGHT PIPE / _ I ° 1' ' COMMERICAL L COMMERICAL \ • \ �O GO �O FL-295.00 O . -b5p FL=295.00 "Y,� F •�Fi1� Ile • ��GQ �y _ RESTAURANT - i _ ` - -- - - - -- -- - - I -T K--- - ` \ Q ------ __ _- __,. - _ ®�EN`f l® C 1 :�, \ y \ LOT 3A WN - 4. \ \`\ RICHARD SMITH \\\\ VOL. 2658, PG,, \ 4.50 AC/ \ i + INDICATES CHANGED DESIGN 2005-09-30 CURB 'INLET DATA INSIDE DIMENSIONS PIPE FLOWLINES DOUBLE TOP OF BOX/ \\' INLET INLET POSITION LENGTH WIDTH FL IN FL IN FL OUT CURB INLET MANHOLE LID ELEV. ' \ 1 1' RECESSED 5 3 12"-309.50 313.20 2 1' RECESSED 5 3 12"-308.40 12"-308.40 313.57 3 1' RECESSED 5 3 12"-307.35 18"-306.85 312.24 4 ELIMINATED 5 2' RECESSED 5 4.7 18"-304.50 18"-303.80 36"-303.80 NORTH SOUTH 308.20 6 ELIMINATED 7 1RECESSED 5 4 18"-304.30 307.40 8 1' RECESSED 6.5 5 36-303.40 36"-303.40 NORTH SOUTH-39�J-9�309.25 9 1' RECESSED 6 5 36"-302.80 36"-302.80 308.87 10 1' RECESSED 5 3 12"-307.00 NORTH SOUTH 310.90 11 FLUSH 5 3 12"-306.44 18"-305.94 311.75 12 FLUSH 5 3 18"-305.43 18"-305.43 310.96 15 JUNCTION BOX 6 5 30"-303.25 24"-304.20 36"-303.25 311.4-311.80 19 JUNCTION BOX 5 4.5 30"-303.54 30"-303.54 311.60 20 ELIMINATED 21 ELIMINATED 22 ELIMINATED 23 ELIMINATED 24 ELIMINATED 5 3 24"-303.36 NORTH SOUTH .3.08:50--- 25 JUNCTION BOX 6 4 36"-301.90 - 308.00 26 ELIMINATED 5 5 36"-301.70 36"-301.70 308.50 27 ELIMINATED 28 JUNCTION BOX 7 4 12"-302.24 36"-301.24 36"-301.24 309.35 30 1' RECESSED 6 6.5 48"-303.01 48"-303.01 308.50 31 FLUSH 5 3 12" ' 307.25 308.95 32 FLUSH 6.25 5 12"-305.70 36"-304.34 48"-303.34 308.95 33 FLUSH 6.5 3 48"-302.47 48"-300.00 308.30 34 ELIMINATED �k 35 ELIMINATED �k 35A ELIMINATED * 36 1' RECESSED 6.6 3 48"-300.89 48"-300.89 307.54 37 ELIMINATED �k 38 1' RECESSED 6.6 3 48"-301.11 48"-301.11 307.54 39 1' RECESSED 5 3 18"-302.58 308.00 40 ELIMINATED 43 JUNCTION BOX 5 4.5 12"-306.00 27"-307.90 30"-305.90 311.64 INLET DATA INSIDE DIMENSIONS PIPE FLOWLINES INLET # LENGTH WIDTH FL IN FL IN FL OUT GRATE 13 5 3 18"-305.17 24"-304.67 EJIW V-5636 14 4 4 12"-303.04 EJIW V-5636 16 5 4.5 30"-305.45 30"-305.45 PER DETAIL 17 5 4.5 30"-304.71 30"-304.71 PER DETAIL 18 5 4.5 30"-303.97 30"-303.97 PER DETAIL 29 1.67 40 US-306.00 DS-305.00 EJIW V-7386 41 5 3 18"-304.63 PER DETAIL 42 5 3 18"-303.64 24"-303.14 PER DETAIL REFER TO INDIVIDUAL GRADING PLAN SHEETS FOR STORM SEWER PIPE SIZES & LENGTHS -PUE- RESTAURANT RESTAURANT \ / -- ----_ -A ^ _.__ R� \�\ FI -� is ' \I s\ - __ I \ , 1 1 I I 1 i I _.---�'____-•--..__�_r. .__._�+ Y\ ,1�' j k'' � 7 s' u'�\• ` \ \\ .. .._ _� _ - l--1- -� ! f iI 1 _t_ ._.-_.�._---- --•--- -•-•- ----' -- ` 1 +�,� I „uv�\ /�fi ,- I .e:'`i i L._ ���t /' ® \ ' ro O AWd d DRAINS® \ \ ` \ --f'SS SS �®P; ,-�f.� , '\ ` RESTAURANT�Fif'>, COMMERICAL r--� f i� -�------ - TEN� -- COMMERICAL � \\\ �9y `' \ ,\ \ .' • \ ,'� /.' / �__-_ .--J._......__ ----1------ __ ® r j .f � y � ` \ r ' / 'I \ \• `\' ` /'� '/ /' / ice/ �j ol -- - -- -I---- __ _- -- MARKETlop Ilia Ir I IL \ \ :r ':�`.�• EXISTING ---•-L�i I I DETENTION \\ 1 1 I 1 �- \ EXISTING I POND r ' HOMEWOOD \ \ \ SUITES \ \ \ \ I I > / EXISTING CONTOURS - - - - - 30G- - - - - - PROPOSED CONTOURS -309- EXISTING SPOT ELEVATIONS TC=310.26 FL=309.76 PROPOSED SPOT ELEVATIONS TC=308.92 FL-308.42 PROPOSED GRADE BREAK - - - - - PROPOSED STORM SEWER STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION J .PROPOSED DRAINAGE DIVIDE ®®®® (DISTINGUISHES BETWEEN AREAS DRAINING TO EXITING HENTON/LINCOLN DETENTION POND OR PROPOSED UNIVERSITY TOWN CENTER POND) PHASE LINE i i �5 3 1 NCE DEC 2 0 2005 �( r COL�� r OTA11 CD z V' w �Nto W z w ��� z w QQN-T� co D Z xmI-r,o^` W Cn �cnZa`� C� o } J >< J Q mF-w Y: ;p' v OF .jF`lt! �.* B.J. KLING *_i -,� 24705 Q z 0 0 w c� z J Z = Z - U W w N Z w 33w Z> Z0 <Ljjz ZU O- O- 0 0 W Z W NUl Q�wY (� �N dfY w w W Z d aa�a��� a-aa0oaa 0000000 w w w w w w v_)cncnc_n�-t_nln ����9�� ww�wInOfL 0L0 0000000 Iw-ooaor�rno 0 NNM0I-mm SCALE 1" = 60' DRAWN BY: AAP APPROVED BY: SMK DATE: 02/24/05 FILE: GRADING PLAN 3:N M 0 2 w IJ r w w D \ \ \ IN, \ li ,��♦ \ TC=3 t9FL=3 F \ \ \ TC=302.35r' / _ •2 \ \ /Iffil •'.f ` '9'• �/ .maser• ` `` ,` 1or- irw• • -- " �` •�f'r 1 ��1II-. - t`•�, `� _ 1 --ram` � ��•C���I[•�iii�'�' �� � l• �'��j' � ;r%'•�C - / : \\ d Flo ,1,413.25 -313 its � � I.5•Kim.�:^Xr1W.'Jn'''.�;'?XIL$'it",'.' •:.'t�'.'�-.'b 134'ill:S�: 'S•."Y.3��:�t�7�S�a.�M.�"'Y�; _ �� „�,�\� J'ilti•r;;,;�aP:�•kdrf?[t w-�'rtYrrs?;:��:'s:�i%o�,.� :�;§'..P-"�,\-.�.+�.H.k ri4a!e5ir;.Y7.:d$'•!i�~7`r..iS!l�b!c��� I 1 . f • A cl 1= • ►; •: • • `;. ryti , t, \ �` fktc •• , \••�f• �\ 0 O FL=313. I _ TC=308.00 I GRADE BREAK =3 .50 FL-307.50 3 6 C=3 3. FL-312.00 FL=31 1.22 FL-307.53 ( FL=315.50 Yj FL=313.27 3 3. '�. - I I TC= ( TC=3 5 313.27 - - I 73 FL=315.00 w �) FL=372:07 C= 5 C= .00 �tg = TCs3 2.85 o _ a FL= 9.07 ' FL-308.50 A FL-308.00 5.18 FL=314.68 ( 1 FL=311.50 G DE E REA GRADE BREAK o i 5 aY C=3 ..�� C=3 3.50 C= 1 O 0. 5% C.00 4 C= 08. }- ( GRADE BR __GRADE G DE BREA(-FL3WLIfiiE 11.74 FL=311.50 FL= 08. ( C-31 .84 140 LF 1 ° AD O .75 ' TC=3 .66 88 bF 18 AD O 113% =30 5 - FL=314.34 FL=311.16 C-311.34 FL=307.25 W 2 -C-344.00, 3 - 0.84 = TC=3 . 5 ® III T=3 j 3.50 F112-1 i C=3 0 C=308 2 = 0 W 18.6 I FL=313.65 f =3 FL=311.30 C= .65 TC= 8.9 o FL=307.92 ( FL=312.00 F1-=3 1.15 / FL=308.41 ]0 /J► ID a.f I =3 =313 1. =3 5. 3 • FL=314.22 FL=312.71 '•m ( fL=314.63 i I ( - 0 I i I T m3 5.9 FL=315.44 C=3 5.741 ' C= 3 =3j5.24 ' � i'i i•�-a rrrri� �- ( T e�P FF=309.00 .';k •- -WE - y ,� S _ w fir• 1 SQUARE�qi4 L �• y Vk x"•iC w! M� dY: ya- P SUr' fy . •.. S a i " • tit._ F 3 =' iaS' 1 "UT IN BACK OF S 1 S•Y:sr;S {L.. V Y ih�n3' / _Bou Lek- - ::.+ I '�?.r _ •4kw-tom +'�.i�.-ate_ .-.• 4''.F ��.•. ^ :T{'.. •:l..,v i : • • 1 _ . mow.. ?�vT ---► +- �-q saw, - 'CStRY/ -- .Q - • �r�•IS W, dam tom. �1/� ����I ... i►" - �""- ��� \ _ �i � �� _ : �� -• •. � --. �•_. � �...-� � 1 ��IS R '.r1L-m5�'` `.'3���y`'•'.Ar♦t , 1 - .� i� �.• }`■4EY�91II � � ►�� 1 I � - par - ��,-�����.-�•"'i�w' _P'L_! ,..!N `� � • ••SL�flfl � ir.`y�' - �1 ►� - :. ri , • _. • _._ ...R6 _ k 1 . �'�Fr� ��' ��` ��`� Ill �i _ �'�_\ / ' •� di's;L�1�tt ���\�� s , i$r• .■.� � K-��R7' �1���71 •�1.I �. ' ^l �_1IIN��aIIII �R � p��t • � '���-.. P 11 j�j-�3�C � = '►') '0 "•t��r �i�.i�`'"�'�� t�; 4ti • �yltw-��•.JP3I'+R+P't?�s;Stwcie2??.�i1'�axera�i?:��..`r_s',;, �r� ��f1%�� 'I G / 1 iii�0�� ;li; y ( u /i•. PIZ - M• �t I r• b WON ` NOR • • )♦ �� / 1 1 �1�. / . - 1 ! � i�i���i�e�e�uiie h ta,. F a SCALE: 1 "=30' LE GEIN D :XISTING CONTOURS - - - - 309• - - - - 'ROPOSED CONTOURS `.,09 :XISTING SPOT ELEVATIONS TC=310.26 FL=309.76 'ROPOSED SPOT ELEVATIONS TC-308.92 FL=308.42 'ROPOSED GRADE BREAK - - ROPOSED STORM SEWER = _ TORMWATER RUNOFF FLOW DIRECTION ROPOSED INLET/JUNCTION DESIGNATION HASE LINE m 211 Y DEC 2 ' 2005 ��►. i . •'` • CC�t•�t � �7k Oj w Z ZD w oo N ^ .o co z w Qa, v 00 co - > LLI Q Z x��°� LLI W U) z 0� 0\ Z z <w< J a CD cn wU) �w V W Z om=g = 0 V Z(nQ Li Z Ii1 O W Q of wwZ wc 0 O 2Q2 mCL Q� www EnU)V) uj I- p 0 r 00 N d- N N SCALE: 1 DRAWN BY: AAP APPROVED BY: SMK DATE: 12/14/04 FILE: GRADING PLAN F- a u n. N 0 cM N O tU 0 ro CN 0) 3 z a J tl t, z A Q tY t, / 0 z r� W W z 11.3 W 0 Ln 4 3 a, u d d L d N 1 N 3 0- 0) 3 / a O O J L a V) 1 0 u 41 t L A 4 tA i N cu to u d O L d d J 1-1 I BENCHMARK: SQUARE CUT IN BACK OF CURB ELEVATION=318.83 O 2 LIJ 0 it En w W Z TC=311.18 FL=310.58 - L - - - hwil r I • • � a � r2 t{•++:u• a+ : a .�INO " r to sr4 d•a: ryY: , d � -�i�� Sri'• - _'a'� �4 e t i r.r->; ��it- - ��� - III ��1�1 � � • /�� " �/�����/� .1 L 1•• _ V � t ■■C Ya� II • {brf _ 6.35 - 1 OS ,- ; •• .' �Ki'1a4r'r is�,�s,:•t�+si?� w:•.�;�dc�k41'.nkw�a;,c� i'l� _ e 1.7 � a L 1 l • i.a a �■■. - •: !ii�lka;��• ,->. M; ,Y y_+.��`�•;•:-•Itb'c i+.��i�: - y+ � � y"X„1,�: �y`* yyoF". +Kt •=3 1 1 - �- L • • ��• - • u I TC= FL1 V 1 zf 1 ,0 z' EOSW=i0& O l =3 .6 it O w1l i M F-Mffia-:-N�M FL= 12.$7 FL=311.80 FL=311.: \2 F12.82 L= 11. = 9 2.32 FL=311.29 •L4* j C- 0 g3 j _ GRADE BREAK -FL FL=311.30 2 9 �- G= 0 TC=311.54, FL= 1 C=31 .66 FL=311.04 FL= 11.1 _ .I ' F.Z 1 C= .50 TC= 8 I b 0 TP-311.38. =3 .00 FL= 11. M Cm 3.501 TC= 0.96 3 3.080 FL= 1 •4 III C-31 .I FL=311.; 1 3.37 I 'n TC= 11. c =3 FL-310.6. �,�. to T =311 I Q TC=31 1. 219=31 _-.06 FL=310.97 � FL=311: 11.46 NAN r L­ 3.351 fj L=311.26 IFTC=311.69 FL=311.19 lk�lp f � TC=311.48 FL=310.98 �\ p ZC= �3-Z9 Tel -Al 1-1 5 �a 1 • �, - • acute ' �� . - � � = `���.. x:r_*a+ir,�.+b'.�'it,'}✓•�tTb•:iS��t3P:_Yi?& u�;`.L:".v��.G: jS3i��� r _:�:.filk�'iE�"'.i ! -' try � • 1 - 1 �•,;i+� I ICI •��� . I •1 zi .......... . r a '�'>�ay 1 G�i'.li�i �%ice !ti�� 1' - �• : : e d' m FL=311.12 , 2.50 / z W C,co N to SCALE: 1 "= 30' w z= NO N N W�' "Zt ^ .0 NO 0� 0% W X5F-w t-t� wtnZO�O% LErEIND z z >_ w Q of EXISTING CONTOURS - - - - 309 - - - - PROPOSED CONTOURS _309- 31 �.67. \ TC=310.26 EXISTING SPOT ELEVATIONS FL=309.76 TOP.�OF PAD=311.17 \ PROPOSED SPOT ELEVATIONS FL=308.42 \ ^ \'\ PROPOSED GRADE BREAK = _ `� 1 \ PROPOSED STORM SEWER = _ %\ -3 STORMWATER RUNOFF FLOW DIRECTION �It� \\ \ PROPOSED INLET/JUNCTION DESIGNATION \ \ PHASE LINE 0 \ W 12.17 Z on , i-3 1.67� O W � \\ 3 0.9 TC=3 C=312. N FL=311.90 FL=311o TC=3 6 1 FL-31 6 11' p=311.64 v ADS 42 24" 312.00 ®1 % = 08 50 12 FL 30 3v i L< I FF=312.50 / 32 =3 0 (E OF • .. ,312_.4$ FL=312. r , �f► j1 •• TC-312. 4 * t FL=312. 4 i ••�B.J. KLING �•/ I /iO ...................1 f....:,...... 24705 TC=31 1. 0 TC-312 '0 FL=311.20 FL=311. SO 32 . I o TC= 12.00 z FL=311.50 i I z g OV) I FL=v11.83 Q I FL=312.11 TC=31 TP=311.� FL=31 - - / FL=313.18 '• r C= 3 5B FL- 13.0 0 s / M, •d Ad 1 �v FL-313.44 �V)V)C�e Z W raQ =3 �a JzCV =313.89 Z � ¢' O � 0 t J w ZLu ZQ Z (, W LL1 N "a1 W 0 W W 1 •e dZO<Q O O 2 to to 0 tl 0 0 W OW 00�'� I o ¢¢� WF,U)tr) COUP 1ANCE O O O O H 00 00 t` O 2 2005 SCALE: E TATI1 4±� it lci DRAWN BY: A APPROVED BY: - SI DATE: . 01 / 17/ FILE: GRADING PL SHEET rC=3 00 1=315. _ } Is=315.50 OF 4 pq F- U f u� LQ 0 to 0 u') 0 0 (U N_ 0) 3 Z 0 z a a o✓ t� / 0 z w w z 0 z w / 0 s a U d 0- L d o, N .01 d 0� 3 / a 0 0 J L a 1 O U J 1 n� L fa >, f 1A L N / 0i cz 0, 0 L D_ z c d J 2 .00 = 09.50 0 308.09 E0� 90 ELEV=309. e ee oe e - - o =1p - 07.98 ,EOSW=309.50 - 1 II 11 y 5 1 1 cn ,I 1 FF=309.50 Q q to a - I. a. a. 0 ( 1 L I nd 3 m I m EOSW=108.50 100LL- U FL=304.63� 1 e- W � W 1 �� j / FL 36" ADS > 1 / ELEV=29 .00 Ld 1 R73.50' I > l I i ` I R94.00' 1 32 LF 2-36" EXISTING ® 0.65% SLOP 48 -360 RCP D FL= 90. ® 0.98 SLOPE 2-36" RCP FL=303.63 U9 FL=29o.10 DS FL 290.20 US 90.67 DETENTION AREA POND FLOOR ELEV=295 . 36" C �/ \DETQMON POND OUTLET -SEE DTL SHEET C7.1 ELEV=289.90 MAX /` INSTALL 36 x3O- -CONCENTRIC RCP TEE AT I I EA. PIPE END. BRANCH ELEV=POND FLOOR=295 UNCTION B FL ELEV OF TEE=290.67 1 INSIDE DIMS: 11.5 4 > - ITOP OF GRATE=30 1 13OX FL=290.10 FL 18" ADS I E=295.00 I a: I 1 I W 11 <=304.00 I \moo-�•�.fi,���r` ECE aF S S .50 \- -12 08a25` CO'- 308 28 I �308.7 C=309 an . 307.78 { FL-3 8� = 8.78 \ I{ lt e { C=30 6 9TC=308.29 ��� pj - 11 EOSW=3 S. 307.6 FL=307.79 (,,, •., - = a.4 1 EOSW=3 6. 308.55 TC-308:38 p L ;. J FF=309.50 fir' fi.=308.05 FL=307.88 1 1 L 1.0% {I ? -� o LL- 305.00 LE I wI �.•� 4 0' �. TC 7.22 { { J m FLU 72 { I 8.4 o C=30 OS =309 46 FL-308.78 TC a7.46 FL=�30 .96 C 30 Q 7 •1� m1 308 [�.77 c=3�.10 { w FL=308.60� . o ra6% 1 1 L309.36 FL=308.97 \ . =308.86 TC=309.19 I FL=308.69 TC=30 .14 •.1TC=30v8. 7 1.0% 36¢ ay�F ®� ��OS U! TC=309.84TP� �K 11 be-309.05 C ' I FL=309.34 ORpOE 8 \ ZC �,C _ 1\ C 30 7 FL=309.14 0` TP=309.54 \ TC=308.78 I 1 =308 98 TOE F-RAiul (po309'Z1 { j FL =309A2 FL=30 .28 -1 TC= 09. 7 TC=309.74 303.08 � � b F�- FL=3 , 58//�� 8.6 9-7FL=309.24 3 9.47 T 0 - C,30g 00 4 FL�3 8.6� � 9 e TCa �9' 18 .� "J_ FL 30g • �-� \ �� ✓ TC=309.60 I FZ�3 ��27 ��. � �310.OQ ram.- ''� \ FL=3(J.10 1 1iC=310.44 v TI ./ C=3b9. U) FL` �- 5 01 O gti TC=334-,G.48 311.64 FL=3. 98 { i ! �✓ F��0.50/ �.�' �30 c�'C { TC= 50 TC=g12 60 l- _ 312 0 / TC=3. . 4 FL=3 98 C=311-96- 1 y -c3 .46 � r P TOE OF =:5 6 _ � �• � FL P l ` 1 1 Cr 12» b-_ FF=309.50 ® hh / �/ P4�o�•G� QR FL=312.11 TC= ss / I TC=310.50 TC=311.40 FLFL=310.00� / =31A90 015� 4F1 FL3q ,� .35 � FL=308.85 w 1 FF=309.50 ' L= 308,45 309 26 o O o-26 c _ 9226 TPi-309 26 G BREAK `-�- RAEAK I C= B C 309. 2 C=3 0 50 30 .22 TC=309.40 TC=309. FL=301.11 TC 3FL=310.00 .FL=308.90 FL=308.90 FL 01.10 C=308.82 TC=309.39 30 .93 l _ FL=308.32 FL=308.89 I =30 GRADE BEAK C=3 FL 30�.89 FL fL=308.fi5 r Ems' 8`��G% � y ' .C'J'�\ "r •y08' g0 � / / �O 0 ' 'O 0" / DETENTION POND VOLUME REQUIREMENTS Lq Elevation Area Volume Volume Sum Volume Sum ----(ft)_- --- (sq.ft) (cu.ft)-(cu. _---- --------- (ac_ft) -- 295.00 15674 .000 .000 .000 296.00 15691 15682 15682 .360 297.00 15707 15699 31381 .720 298.00 16882 16291 47672 1.094 299.00 18340 17606 65278 1.499 300.00 19858 19094 84372 1.937 301.00 21437 20642 105015 2.411 302.00 23075 22251 127266 2.922 303.00 24777 23921 151187 3.471 304.00 26541 25654 176841 4.060. 305.00 26552 26547 203387 4.669 306.00 26565 26559 229946 5.279 307.00 26578 26572 256517 5.889 308.00 26578 26578 283095 6.499 / r314. 0' FL=311.31 �G�30o z/goo �3 �' 501 e'o 1 N\ r STORM SEWER EXTENSION NUT PART aF THIS �� y\ PROJECT NX\ N\ �x'\ .a t SCALE: 1"=30' LEGEND EXISTING CONTOURS - - - - ?+09 - - - - PROPOSED CONTOURS 309- EXISTING SPOT ELEVATIONS TC=309.26 FL=309.76 PROPOSED SPOT ELEVATIONS TC=308.92 FL-308.42 PROPOSED GRADE BREAK - - PROPOSED STORM SEWER = _ STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION PHASE LINE =3 5.50 C� _ N N Z w co N N Z Lu Qacn� .0 NO -z �co .a� LU Z LLl U) XDI-- w cn � 0% 0� Z � Z vv }w< z o v m W z�T� C11 i-+-i Uy c!) ° 0 U� H cn w TC=3 \ / V \ \ \ \ -�`V VF ,l .......... F4I- \ �. B:J:.. KLIN.. .� 24705 i b \ o� \ U \\ Z�� \ \ O Ul o Q d W Q O > > \ z U 07 -�� OD of 0Z� ww as U) �Z(nUU O - F- V Q U- 00 L Q 0 w Of Of V) I p-W� Z�I-F- La W�F---'C0 0 W W 05w0Z(nv F- wUOow -3�:� J Z UZ w WOr Ld Ld Ld w w wL7�_ W000����� 000000000 I-o 000000r-n 0It NN �-� - NNr7-- NMMNOEDtor- -N SCALE: 1 " 30' DRAWN BY: AAP APPROVED BY: SMK DATE: 12/14/04 FILE: GRADING PLAN COMMLIANCE \ \ / \ \ DEC 2 U 2005 M� \ \ SHEET COLLEGE STAno;q --- " v%3 -4 / ' \ OF 4 / / C=157 1 50 / 1 00 P 15.50 - A U f a_ m v (U 0 tr) 0 0 (U m v rn 3 i t` I J w ca i LO z LLI w z L7 z w i s` 0 0 .4 3 V) 0, U _d Q. L 0, a 0, 1 N t' 3 IL i rn 3 CL O 0 J 0) L a - I O U J 1 N L 41 4 in L 0, i (U W to U a 0 L tL d J i o8o� L ooaL- SLOE �SeC oc�o moo` Lc • oo" PX u L s, o nw Cw a .s "m L og=8 idYOt o TCC rbn� womb a t 0 f sm=oo Jr .r-L u ux« o «O MINIMUM `(I O.D.REOu(REMENTS REINF PIPE RUNNERS REQUIRED PIPE Unit Length varies PIPE WALL MINIMUM AT MAXIMUM LENGMIN TH REOULRED' RUNNER SIZES Max L. D. HICK NLSS 0. D. TAPERED T (Sq in/ft F SLOE OF SINGLE MULTIPLE NOMINAL O.D. [.D. Safety Pipe �24" 1 Lo 500 at 24' Max lD Slop:, cs shown elsewhe-e in the pions. Slope of END Of p(pel UNIT PIPE PIPE DIA. Runners 6:1 or flotter is required for vehicle scfety. (If required) Olin stabilized bedding and backfil shall be 12" 2" 16" 16" 0.07 CIRC. 6:1 4'-0' NO Yes, for )2 pipes 3' STG 3.500" 3.068" 0' to 6' I I In accordance with the Item, 'Exeavat'on and 12" - 24" RCP Backfill for Structures'. Bedding and bcckflll 4' to 8" -a Safety Pipe Runners I rL b(if shall be considered subsidiary to the Item "Safety 15' 2 " 114 I 19 /z" 19" 0.07 CIRC. 6:1 5'-8' No Yes, for 3" STD 3.500" 3.068" I recuiredi e•1 End Treatment'. When concrete riprOD >2 pipes 30' - 42' RCP , , Ta Specified around the Safety End Treatment backfill shall be as dircetca by Engtnecr. Tne top 4' Of Vold between Precast Eno Treatments 18" 2 %2" 23" 21 I'h 0.07 C:RC. 6:1 f'-3' No Yes, for )2 pipes 3' STD 3.500" 3.068" • o I I a C m shall De filled with Concrete Rlp'OP and shall be considered subsidiary to Safety End Treatment. E a.I o 'a o Clear. cistance between pipes shall be adjusted 24• 3" 30' 27" 0.07 CIRC. 6:1 10'-6° No Ycs for >2 pipes 3' STO 3.500" 3.068' e 0 I d r to provide for the minimum distance between c m safety end treatments. 3 30, 3 %z' 3T' 31" 0.18 CiRC. 6:1 12'-1" No Yes 4" STD 4.500" 4.026' o 36" 4" 44" 36" 0.19 ELIP. 6:1 15'-4" Yes Yes 4" STD 4..500" 4.026' PLAN VIEW 12" THRU e 24" 142" 41/z" 51" 41 /2- 0.23 LLLP. 6c1 I8'-7" Yes Yes 4" STD 1.500" 4.0?6" D N O + - O Optional ''J p n - Step Slcpe--., Top =ace of Riprop Si Mitered Face of Safety Pipe HLnner Safety End Treatment 1 / (lyomf required) T I I F w m ( c l I I Slot % 1 O a t c Flowline f aJ31 W_ --8- �-PIpe Woo I Thickness (Min/ Min• LONGITUDINAL ELEVATION - 12" THRU 24" 12" P'pe O.D. minimum 12" (TYp) Wall Thickness (some as Pipe D1a) CIL . C rn SECTION A -A MULTIPLE PIPE INSTALLATION -AL;Itu SUCGKAL)t"�C �\\// SUBGRALIME DE G REINF. CONC. PAVEMENT SECTION 6" 6" 6 #5 BARS 12" O.C.B.W. 2" CLEAR WIDTH -DETAIL IS SYMETRICAL ARnIIT rFNTFR I INF LIME STABILIZED BASE •�r�D;o Safety Pipe Runner �-q -Y4" GoIvon iZed Steel 3olts with Washers and Inserts b. r • `o e •a• •e, '•a�r o!a f' U Y4 " Tnreoaea o O n L I sert 1 a INSTALLATION DETAIL FOR SAFETY PIPE RUNNERS (If ream -ea) �r�Ora Y4" Galvanized Steel Bolts Safety Pipe ! with Washers and Inserts Runner -.� J �- Top Line of Safety Pipe Runner aJ , 0. (7l " Threaced n • ' ;p �- F lows ine 0 74 a'• 'a b Insert - - - - �ja Pipe Wall Thickness (Min) OPTION A Pipe Dio -rt Y4' GoIvan Izec Steel Bolts Safety Pipe 1 with Wcshers and Irserts Hunncr { �- Top Line Of 1 Safety Ptae Runner Y4' Tnre coo > ' - F(owl ine Insert o• Pipe Wall Thickness (Min) OPTION B END DETAILS FOR INSTALLATION OF SAFETY PIPE RUNNERS (If required) 2rr 2" NOT TO SCALE GENERAL NOTES: Precast safety end-reatlrent for reinforced concrete pipe may be used for TYKE I: erd treatment as specified in Item "So=ety End Treatment'. When Precast Safety End Treatment is used as o Contractor's alternate to mitered RCP, Riprop will not be required unless noted otherwise on the plans. All preCOst Concrete end sections shall be manufactured in accordance with Item 'Rein arced Concrete Pipe Culve-+s' and in accordance with ASTM SDectf icctian C-76, Class III, Wall 8 for circular pipe• r concrete end sections shall be provided witn a spigot or P eCO3t COnC p bell end for compatib'IIty to upstream or downstream end conditions t I f mortar, I cool h It with Siff annular 9 OCe 0 0 IOw O m0 O CO tl 0 led OS O 3p Op p r Joint compounc or pre -formed plastic Casket material. Methods of lifting small be provi0ea by the nanufocturer for ease of i000ing, unlocaing and installation. Pipe Runners are designed for a traversing load of 10,000 Los at yield o comnendec b Researcl- Report 280-2F "Safety Treatment o' s re y p y Roadside Parallel-Dra'noge Structures', Texas Transportation institute, Mcrch 1981. Pipe Runners shall conform to the requiremerrts of ASTM A53 (Type E or S, Grade 8), ASTM A500 (Grade B), or Awl 5LX52. All s+eel components except reinforcing, shall be go I Vanized of ter fcorication. Galvanizing aomoged during transport or construction shall oe repaired in accordance w'th the soec'fications. =* Texas Deportment of Troflaportatlon Bridge D&TIlan PRECAST SAFETY END TREATMENT TYPE II - PARALLEL DRAINAGE PSET-RP A!r �.M,rmr.dgn a. PLR IC0 ELR ILIF. .JP I Cm CaF O IX00T Dxamer 2C0) orsnrcr rrasu AM ,-.1 swrr nrr,s,auc cc,nn :e"r,n vcr mn "rr.,u *NOTE: SEE PLANS FOR SPECIFIC BOX DIMENSIONS 6„- O.D. + 6" STD. CAST IRON MANHOLE COVEF FMIN. 5'-0-O. AND FRAME (24"DIA) A 6„ 1 + 0 OI CURB I A ao 6" 6' TRANSITION FOR _ GUTTER DEPRESSION INLET PLAN #4 BARS 6" O.C.E.W. TOP SLAB TOP OF CURB 1 NORMAL GUTTER LINE _ DEPRESSED GUTTER LiNE / gp L#4 INVERT SHAPING CONCRETE FILL BARS 12" O.C.E.W. SIDE WALLS & BOTTOM SLAB THREADED CAP TEXAS MU.T.C.D. R7-8 & R7-8A 2"GALVANIZED i STEEL PIPE SET IN 8"DIAX2'-O" DEEP CONC. PARKING O 1200-i500 FINE ►LTMIL 5'-69' HANDICAP PARKING SIGN NOT TO SCALE T-POST DRIVEN 2 SPACED 6' APART DIRECTION OF FLOW SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH '(max) WIRE MESH ENED TO T-POST -B' OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WiTH COMPACTED BACKFILL 14' I SILT FENCE INSTALLATION liar TD SOME NORMAL TRAVERSE SLOPE DEPRESSED-J GUTTER SLOPE CONCRETE GUTTER MI6"f� THROAT DETAIL 6" COMPACTED SUBGRADE­- NOTES: SECTION A -A 1. CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE INLET ELEVATION 2. TEST CYLINDERS TO BE TAKEN 1 PER 1000 SY OF CONCRETE PLACED. NOTES FOR RECESSED CURB INLETS: 3. ALL TRAFFIC IS TO BE EXCLUDED FROM PAVEMENT BY MEANS OF BARRICADES FOR 1 FOOT RECESS -TRANSITION CURB INTO INLET WITH 8' BACK OF CURB RADIUS AND SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. FOR 2 FOOT RECESS -TRANSITION CURB INTO INLET WITH 12' BACK OF CURB RADIUS 4. SUBGRADE-AND LIME STAB. BASE TO BE COMPACTED TO MIN. 98% STANDARD PROC. (ASTM D 698) FLUSH CURB INLET REINFORCED CONCRETE DUMPSTER PAD NOT TO SCALE (I 2' 'THICKNESS) NOT TO SCALE / *SURFACE FINISH SHALL COMPLY WITH TAS REOUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1 /2" DEEP, 1 /4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" (SHEPLERS OR EOUIV.) IN COLOR USING AN INTEGRAL COLORED CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. PER C.Y. E *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: / LIGHT BROOM FINISH WITH GROVES (1 /2" DEEP. 1 /4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS / OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" 25' R. GENERAL NOTES EARTHWORK NOTES Z cD W O N N Z 00 (\l N 1. ALL PUBLIC INFRASTRUCTURE TO BE DONE .IN CONFORMANCE WITH CITY OF COLLEGE STATION'S 1. AN ESTIMATED 16,800 CY OF SOILS MIXED WITH CONSTRUCTION DEBRIS IS TO BE EXCAVATED PRIOR TO CUT/FILL Lu i- w z co STANDARD SPECIFICATIONS AND DETAILS. OPERATIONS. APPROXIMATE LOCATION IS IDENTIFIED ON THE EXHIBIT PRODUCED BY CSC ENGINEERING 12/23/04. Z LLI Q Q U) -1 -1 a0 QUANTITY AND LOCATION IS APPROXIMATE CONTRACTOR IS TO EXCAVATE, A _LLI 00 Q E HAUL OFF AND DISPOSE F THE INTENT OF THIS PLAN SET IS TO DESCRIBE THE MP WORK T B PERFORMED UNDER E 0 ALL > D E COMPLETED 0 0 E 0 ED U E 2 THE CONTRACT. UNLESS OTHERWISE PROVIDED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, SUB -SURFACE, BURIED CONSTRUCTION DEBRIS TO THE ENTIRE EXTENT OF DEPTH ENCOUNTERED ON -SITE. IT IS U) (' lXil SUPPLIES, TOOLS, EQUIPMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION AND ASSUMED THAT 30% OF THE MATERIAL EXCAVATED IN THIS AREA WILL BE USABLE FOR SITE FILL. z X Z) � COMPLETION OF THE WORK. LU C/) LU to Z 0, 0, AREA 2. PRIOR TO PREPARATION OF SUBGRADE AND ANY FILL OPERATIONS, THE CONTRACTOR MUST STRIP ARTO I.- 3. PRIOR TO JOB CLOSEOUT, A SET OF "AS -BUILT" CONSTRUCTION PLANS MUST BE SUBMITTED TO THE EXISTING, STABLE MATERIAL AND SHALL PROOF ROLL THE SITE AREA TO LOCATE UNSTABLE OR NON -UNIFORM (O 0 Q CITY OF COLLEGE STATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF AREAS. AREAS OF IMPORT OVERBURDEN MATERIAL EXIST ON SITE. THE MATERIAL WITHIN THESE AREAS ARE Z Z >- W "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & ASSUMED 70 BE USABLE FOR CONSTRUCTION PURPOSES.. CONTRACTOR 70 REMOVE VEGETATIVE LAYER ON OVER J Q m I- LL SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL BURDEN AND STOCKPILE WITH TOPSOIL. CONTRACTOR TO REMOVE TOP SOIL LAYER EXISTING BENEATH OVERBURDEN PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. AND STOCK PILE. CONTRACTOR TO OVER EXCAVATE UNSTABLE OR NON -UNIFORM AREAS, REMOVING AND REPLACING MATERIAL WITH NATIVE FILL MATERIAL COMPACTED TO 98% STD. PROCTOR (ASTM D-698) AT A MOISTURE CONTENT 4. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND DEBRIS REMOVED SHALL BECOME OF -1% TO +3% OF OPTIMUM. CONTRACTOR IS TO INSURE THAT ALL SUBSURFACE DEBRIS HAVE BEEN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN COMPLETELY REMOVED. ROLLING EQUIPMENT SHALL CONSIST OF PNEUMATIC TiRED ROLLER WITH GROSS LOADING A MANNER SATISFACTORY TO THE OWNER & ENGINEER. TO BE AS NECESSARY TO PRODUCE SURFACE LOADING RANGING FROM 5 LBS/SQ IN. TO 20 LBS/SQ IN. 3. FILL MATERIAL TO BE A UNIFORM MATERIAL WITH PLASTICITY 15<PI<30. FILL TO BE COMPACTED TO 98% OF THE 5. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 AT A MOISTURE CONTENT OF -1% TO +2% OF OPTIMUM. FILL CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY KLING ENGINEERING AND SURVEYING FROM CITY & TO BE PLACED IN 6" LIFTS. INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT POSITIONS. 4. ALL OF THE FILL MATERIAL TO BE USED IS AVAILABLE ON SITE. 6. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO 5. TESTING OF FILL MATERIAL- OPTIMUM -MOISTURE/DENSITY RELATIONSHIP TO BE DETERMINED FOR FILL MATERIAL AT P { RATE OF ONE SAMPLE PER MATERIAL ENCOUNTERED. IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE {� CONSTRUCTION OF WORK ELEMENT AFFECTED. OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE TAKEN AT A RATE OF 1 FOR EVERY 4000 SF FOR EACH 6" OF COMPACTED THICKNESS. UPON COMPLETION OF V ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGROUND FACILITIES. EACH LAYER AND PRIOR TO COMMENCEMENT OF THE NEXT LAYER, CONTRACTOR SHALL NOTIFY OWNER & K.E.S. CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA AND AND AWAIT APPROVAL OF THE COMPACTED LAYER TO PROCEED WITH SUBSEQUENT FILL LAYERS. NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL 6. ASSURE POSITIVE DRAINAGE ACROSS ENTIRE SITE AND ALL REGRADED GRASSED AREAS. POSITIONING OF ALL PIPELINES, EXISTING UTILITIES, AND SERVICE LINES WITHIN THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT. AT LEAST 48 HOURS PRiOR TO CONSTRUCTION. CONTRACTOR IS TO MAINTAIN 7. ANY EXCESS MATERIAL WITHIN THE LIMITS OF .UNIVERSITY TOWN CENTER PROJECT, IF PLACED ON SITE, SHALL BE PLACED ON PREPARED GROUND(CLEARED/GRUBBED/TOPSOILSTRIP STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES AND LINES, PERMANENT AND PEE) AND COMPACTED IN PLACE TO 98% TEMPORARY UTILITIES., CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, STANDARD DENSITY (ASTM D698) AT A MOISTURE CONTENT BETWEEN -17. AND +3% OF OPTIMUM. PAVEMENT, ETC. AS A RESULT OF CONSTRUCTION ACTIVITIES. B. TOPSOIL TO BE STOCKPILED ON ADJACENT 7_47 ACRE TRACT OWNED BY SAHARA REALTY GROUP LTD. WITHIN THE 7. CONTRACTOR TO CONTACT DIG -LESS @ 800-545-BOOS 96 HOURS PRIOR TO CONSTRUCTION. SPECIFIC FOLLOWING APPROXIMATE DIMENSIONS: WIDTH-160' x LENGTH-270' x MAX FILL HEIGHT-12'. LENGTH TO BE ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES. SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED ORIENTED PARALLEL WITH WITH PROPERTY LINE. slur FENCING To BE INSTALLED AROUND ENTIRE STOCK PILE CONSTRUCTION AND AN EXISTING UTILITY, CONTACT KLING ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION. PERIMETER. 9. FINISHED GRADING: A 6" LAYER OF TOPSOIL IS TO BE PLACED IN ALL AREAS TO BE REVEGETATED AND LIGHTLY 8. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC RIGHT COMPACTED. CONTRACTOR IS TO INSURE ESTABLISHMENT OF VEGETATION (EXCEPT SITE SPECIFIC LANDSCAPING) OF WAYS AND iS RESPONSIBLE FOR 1CLEANUP 1F SUCH OCCURS. CONTRACTOR IS TO INSURE NO FOR ALL DISTURBED AREAS. ALL AREAS ARE TO BE NEATLY GRADED TO DRAIN. STOCKPILES WILL ONLY BE CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS ALLOWED IN DESIGNATED OFF SITE STOCKPILE AREA. OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS TO W MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR r ENTERING EXISTING STORM SEWER OR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED. PAVEMENT NOTES 9. ALL DIMENSIONS AND RADII ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1. THE DRIVE AISLES AND PARKING PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH W RECOMENDATIONS CONTAINED IN THE PROJECT SOILS REPORT PREPARED BY CSC ENGINEERING FOR �!� 10. MINIMUM BURY FOR UTILITIES: PHASE 1. W 00 VERIZON - 2' BURY 2. CONCRETE SHALL BE 4000 PSI, 28 DAY STRENGTH PORTLAND CEMENT CONCRETE TEST CYLINDERS U UNDERGROUND PRIMARY LINE - 4' BURY SHALL BE TAKEN 1 SET OF 3 PER 100 CY OF CONCRETE PLACED OR A MINIMUM OF 1 SET OF 3 UNDERGROUND ELECTRIC SERVICE - 2' BURY PER STRUCTURE AT TIME OF POUR. GAS - 3' BURY 3. SUB -GRADE SHALL BE LIME STABILIZED WITH TYPE A. HYDRATED LIME TO A DEPTH OF 6" SUFFICIENT WATERLINE - 4' BURY W TO PRODUCE A MINIMUM pH OF 12.4 IN THE LIMED SOIL IN ACCORDANCE WiTH TxDOT STD. SPEC. " i� 0 ITEM #260. APPLICATION RATE SHALL BE ASSUMED 6% BY UNIT WEIGHT OF THE SUB -GRADE FOR 11. CONTRACTOR SHALL INSTALL VERIZON 2-4" AND COX CABI F 2-2" SCHEDULE #40 PVC CONDUIT IN BIDDING PURPOSES. MECHANICAL MEANS SHALL BE USED TO INSURE LIME IS THOROUGHLY MIXED IN U SAME TRENCH AS ELECTRICAL, A MINIMUM OF 1' ABOVE ELECTRICAL CONDUIT WITH 6" "CAUTION' WITH THE SUB -GRADE. COMPACT THE SOIL/LIME MIXTURE TO A DENSITY OF AT LEAST 98% 5 V) TAPE. STANDARD PROCTOR (ASTM D-698) AT A MOISTURE CONTENT BETWEEN 1 % BELOW TO 3% ABOVE O Cn 0 SITE SPECIFIC NOTES OPTIMUM MOISTURE CONTENT. IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE TAKEN AT A RATE OF 1 FOR EVERY 250 SY FOR EACH 6" OF COMPACTED THICKNESS. W 1. CONTRACTOR SHALL COORDINATE WITH VERIZON FOR EXACT DESIGN & INSTALLATION OF 4, CONTRACTOR SHALL EXCLUDE TRAFFIC FROM CONCRETE PAVEMENT BY MEANS COMMUNICATIONS CONDUIT OF BARRICADES AND SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. W 2. CONTRACTOR SHALL COORDINATE WITH COLLEGE -STATION ELECTRIC FOR EXACT DESIGN & INSTALLATION 5. CONTRACTOR SHALL NOT START ANY CONSTRUCTION IN ANY TXDOT RIGHT-OF-WAY UNTIL A TxDOT OF ALL ELECTRICAL CONDUIT & TRANSFORMER PADS. PERMIT HAS BEEN SECURED. >.4 U 0 3. CONTRACTOR SHALL COORDINATE WITH ATMOS GAS FOR EXACT DESIGN & INSTALLATION OF ALL STORM SEWER NOTES �-1 A ON -SITE GAS LINES. r 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL PRIVATE UTILTIES AND FRANCHISE 1. STORM SEWER MATERIAL SHALL BE AS FOLLOWS FOR THE FOLLOWING INSTALLATIONS: UTILITIES WITH EARTHWORK & PAVEMENT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING V C4 NECESSITY, .FURNISHING & INSTALLING ANY NECESSARY UTILITY, LIGHTING OR IRRIGATION CONDUIT PRIOR TO REINFORCED CONCRETE PIPE (RCP) CLASS III, ASTM C-76. TONGUE & GROVE U SUBGRADE PREPARATION & PAVING OPERATION. CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF UTILITY HIGH DENSITY POLYETHYLENE CORRUGATED PIPE W/SMOOTH WALL INTERIOR, ADS N-12 INSTALLATION ORDER. MARK ALL UTILITY STUB -OUTS AND CONDUIT ENDS WITH 4" PAINTED PVC EXTENDING 4' CONCRETE FOR STRUCTURES (INLETS, CATCH BASINS, JUNCTIONS, ECT.) MIN 4000 PSI-28 DAY STRENGTH ABOVE FINISHED GRADE. CONTRACTOR SHALL INSURE THAT THE FOLLOWING UTILITIES: STORM SEWER, WATER, SANITARY SEWER, GAS, TELEPHONE AND UNDERGROUND ELECTRIC AND CABLE TV ARE INSTALLED AT THE 2. N/A ELEVATIONS SHOWN IN THE PLANS AT ALL CROSSINGS. 3. TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 98% STANDARD (D-698) UNDER AREAS TO BE PAVED, OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED FOR �� 0 5. CONTRACTOR SHALL FURNISH & INSTALL ALL NECESSARY CONDUIT W/ PULLSTRINGS, SWEEPING BENDS, ECT. RCP INSTALLATIONS. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 95% STANDARD (ASTM j-� U FOR OF PARKING LOT & STREET LIGHTING. RUN ALL NECESSARY ELECTRICAL CONDUIT SO THAT THE LIGHTS ARE D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 24" OF THICKNESS. BACKFILL 0 / . OPERATIONAL WHEN WIRING IS PULLED. COORDINATE WITH OWNER'S ELECTRICIAN. MATERIAL TO BE PLACED IN 6" LIFTS. CONTRACTOR SHALL FURNISH & INSTALL ALL NECESSARY CONDUIT FOR SITE IRRIGATION SYSTEM AND RUN ALL 4. ALL STORM SEWER FLOWLINES (IN &OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. NECESSARY CONDUIT SUCH THAT EVERY PROPOSED LANDSCAPED AREA HAS IRRIGATION SLEEVES TO THEM. CONTRACTOR SHALL ADJUST FLOWUNES TO MATCH THE FACE OF THE INLET BOX. 6. THE EXISTING GROUND TOPOGRAPHY SHOWN IN THESE PLANS IS BASED ON AN ON THE GROUND SURVEY 5. CONTRACTOR IS TO USE SILT FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL FILLED CONDUCTEV SEPTEMBER 29, 2004 (BASIS OF ELEVATION -CITY OF COLLEGE STATION GPS MONUMENTATION). THE PERMEABLE BAGS AROUND INLET BOXES (AS NESSECCARY) TO PREVENT SEDIMENT FROM ENTERING CONTRACTOR MUST INSURE THAT ALL SUBSURFACE DEBRIS HAVE BEEN COMPLETELY REMOVED. STORM SEWER SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION, CONTRACTOR IS TO CLEAN ALL STORM SEWER FACILITIES OF SEDIMENT. 7. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC 6. ALL PERMANENT ROCK RUBBLE RIP -RAP TO BE LIMESTONE USING GENERALLY 50 lb-250 Ib PIECES OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR W/ SMALLER ROCK FILLING VOIDS. ROCK TO BE INSTALLED TO 1.0' MIN. THICKNESS. INSTALL SOIL IS TO MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR RETENTION. FILTER FABRIC BENEATH ROCK PER TXDOT MATERIAL SPEC. D-9-6200, TYPE 2. RUBBLE ENTERING EXISTING STORM SEWER OR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN EROSION TO BE HAND PLACED IN MORTAR PROVIDING A NEAT, UNIFORM, TIGHT SURFACE IN ACCORDANCE W/ CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS 1S ESTABLISHED. PRIOR TO HYDROMULCH TXDOT SPEC. ITEM #432. STONE RIP -RAP (TYPE F). BROKEN CONCRETE MAY NOT BE USED FOR OPERATIONS, CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6". PERMANENT INSTALLATIONS. NO SOIL SHOULD BE VISIBLE THROUGH RIP -RAP 8. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF DETENTION POND OF Ell 90 DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 ;�Q'��•••••••.T. MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE 1. FILL FOR POND BERMS SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 987. STANDARD DENSITY OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER, THAN 2 -SQUARE FEET. SECOND (ASTM D698). FILL MATERIAL SHALL CONSIST OF SUITABLE EARTH MATERIAL THAT WILL FORM A STABLE �00 * ;' APPLICATION OF HYDROMULCH IS REQUIRED FOR. BARE SPOTS NOT MEETING COVERAGE REQUIREMENT WITHIN 60 FILL MATERIAL. io .... .....................::.*../ DAYS OF INITIAL APPLICATION. B.J. KLING i# 2. DETENTION POND AREA SHALL BE GRADED TO PLAN GRADES WITH THE EXCEPTION OF INSTALLATION 1.................................1 9. ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND BROADCAST SEEDED FOR PERMANENT OF RETAINING WALLS. POND FLOOR IS TO BE LIME STABILIZED & COMPACTED IN ACCORDANCE WITH 'o': 24705 r �� ESTABLISHMENT OF VEGETATION. PRIOR TO HYDROMULCH OPERATIONS, CONTRACTOR TO REPLACE AND PAVEMENT SUBGRADE LIME STABILIZATION REQUIREMENTS. CONTRACTOR IS TO COORDINATE WITH CONSOLIDATE TOPSOIL TO A DEPTH OF 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4" PRIOR TO SEEDING. OWNER'S POND CONSTRUCTION SUB -CONTRACTOR WITH RESPECT TO TIMING AND DIFFERENCE IN FINAL AFTER SEEDING OPERATIONS, THE PLANTED AREA SHALL BE ROLLED WITH A LIGHT CORRUGATED DRUM ROLLER. SUBGRADE ELEVATION ALLOWING FOR POND FLOOR PAVING (IF ANY). ALL ROLLING OF SLOPED AREAS SHALL BE ALONG THE CONTOUR OF THE SLOPE. FINAL GRADES WiTH 3. AT THE TIME THESE PLANS WERE RELEASED FOR CONSTRUCTION, A FINAL ARCHITECTURAL DESIGN FOR ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. BROADCAST SEEDING TO BE IN ACCORDANCE WiTH THE POND HAD NOT BEEN COMPLETED. INSTALLATION OF 36"X30" RCP TEE SECTIONS SHALL NOT BE TxDOT ITEM 164.3 WITH THE FOLLOWING. SEED MIX ACCOMPLISHED UNTIL POND DESIGN IS COMPLETE AND POND CONSTRUCTION IS READY TO COMMENCE. SEED MIX: COOL SEASON GRASS SEEDING MIX: CONTRACTOR IS TO COORDINATE WITH OWNER. TALL FESCUE ®4 Ibs/ac OF PURE LIVE SEED; OATS @ 21 Ibs/ac OF PURE LIVE SEED 0 WHEAT (RED, WINTER) @ 30 Ibs/ac OF PURE LIVE SEED DO D: FERTILIZER: 3-1-2 RATIO FERTILIZER W/ SULFUR & TRACE ELEMENTS @ 350 Ibs PER ACRE 10. SITE DRAINAGE FACILITIES AND STRUCTURES ARE DESIGNED IN ACCORDANCE WITH CURRENT CITY OF COLLEGE M STATION DRAINAGE POLICY AND DRAINAGE DESIGN GUIDELINES. DETENTION FACILITY IS DESIGNED TO ATTENUATE EXCESS RUNOFF THROUGH THE 100 YEAR EVENT FOR ULTIMATE SITE DEVELOPMENT INCLUSIVE OF THE ^-4.5 TOOL 1 /8" RADA ALONG REINFORCING AS PER z � ACRE COX (FORMERLY SMITH) TRACT & THE REMAINING -7.5 ACRE SAHARA REALTY TRACT. ALL STORM SEWER ALL EDGES 1/4' DEEP DETAIL O i FACILITIES ARE DESIGNED TO ACCOMODATE RUNOFF THROUGH THE 25 YEAR EVENT. ALL CULVERT FACILITIES a zz ARE DESIGNED TO ACCOMODATE RUNOFF THROUGH THE 25 YEAR EVENT FOR ULTIMATE SITE DEVELOPMENT. d a °' a. ' U Z J 11. FIRE LANE AND FIRE HYDRANT LOCATIONS ARE SHOWN AS APPROVED BY CITY OF COLLEGE STATION. "''�' < ° ; • : `� V) 0 z (SHEPLERS OR EQUIV.) IN COLOR USING AN INTEGRAL COLORED EXPANSION JT1 & NOTE: CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. 1/2" SMOOTH DOWEL 1. ALL PAVEMENT SURFACES SHALL BE BROOM FINISHED PER C.Y. / W/CAP @ 12" O.C. PERPENDICULAR TO PEDESTRIAN TRAFFIC FLOW. SMOOTH BAR DOWEL 1 /Yx7" ,0 18' O.C. (DOWEL TO BE OILED W1 . NO. 40 SAE / >t 4" (MIN. DEPTH) REINFORCED CONCRETE SIDEWALK / 6" TO 12" UT & DOWEL AS PROP. LINE PER JOINT DTL 1 4' PER 1' CURB PER ' STD. DTL 12­--- ��~ f' OA/I, h CURB & CUTTER �3 BAR O 12" O.C.B.W. I f; :r 5 COUPACTEI) SUBGRADE ' (n'P) 5' SI PERMISSIBLE CONST. JOINT V, T--�' MIN- BACK OF CURB 0011 NC\GNP HANDICAP ' RAMPS NOT TO SCALE #4 BARS 18" O.C.B.W. 2" CLEAR WIDTH 1/2' EXPANSION JOINT (EJT)\�\ � \d �/\\/ :� TOOLED 1/8' 1iAD. ALL -EDGfs /\\//\\� \//\\/ ; . 6" EXPANSION GIP X 12" #4 BAR CONTINUOUS /// /// /// /// /// /// \\ \\ \\ 6' LIME STABILIZATION 6" COMPACTED SUBGRADE 24' 24" �OONCRE E SIDEWALK JOINT DETA! NOT TO SCALE NOT TO SCALE STD. CONCRETE CURB de GUTTER iQOT TO SCALE MINED, FOR � o � Q COMPLI��HCE NOTE: 1- (n TYPICAL CONTRACTION JOINT, ® 10' SPACING. DEC2 Q ZOOS Jij� ° 8 tD o z W O /��/^���� a�pe iE �a q� 0 ED IGN CONTRACTION JOINT Im to NOT TO SCALE W � M � M JOINT SEALER TOOL 1/8" PAD. ALONG SCALE: NTS AS SPEC'D. ALL EDGES DRAWN BY: AAP 3/4" EXPANSION JOINT �RDETEINFORCING AS PER APPROVED BY: SMK MATERIAL AS SPEC'D. NOTE: TYPICAL EXPANSION JOINT, @ DATE: 12/ 14/04 50' SPACING, AND AT ALL OTHER ° 4. a JOININGS WITH CONCRETE FILE: DTLS STRUCTURES. SMOOTH BAR DOWEL 1/2"X18" ® EXPANSION CAP -INSIDE DIA. TO BE 18' O.C. (DOWEL TO BE OILED 1/16" GREATER THAN DIA. OF DOWEL SHEET W/ STD. NO. 40 SAE GRADE) & EXTEND - 1/2 LENGTH OF DOWEL MATERIALS: EJT. FILLER TO BE "SEALTIGHT-FIBRE EXPANSION JOINT FILLER" t;7.1 EJT. SEALANT TO BE "SEALTIGHT-#164, HI -SPEC OR SOF-SEAL" HOT APPLIED SEALANT - BOTH AS MFD. BY.W.R. MEADOWS, INC. OF 3 EXPANSION JOINT (EJT) NOT TO SCALE H A U OL 0 0� 0 �d' L CD CD rU 11-1 r- O) 3 J_ < I- W A v U d L 0) a 0) I N -F' 0) 3 0 0- 0 0 J 0) L 0- 0 Cl 0 U J all > L A f to L Ol > (lJ !n U N O L (S J / BELL O.D. V O' TYP. CROSS CROSS CONCRETE W0 SA CONCRETE PIPE PLUG CONCRETE CROSS CONCRETE - PIPE PLUG CONCRETE -J TEE USE 2000# CONCRETE THRUST BLOCK FOR WATER MAIN WATER LINE - TEE OR TAPPING SLEEVE & VALVE AS REQUIRED CITY OF BRYAN STANDARD FIRE HYDRANT GATE VALVE W/VALVE BOX AS REQUIRED 11 F r AS REQUIRED GATE VALVE W/VALVE BOX CITY OF BRYAN STANDARD FIRE HYDRANT FIRE HYDRANT LOCATION REALIGN AS NEEDED OFFSET 'TYPE 2" CONNECTION ANCHOR 90' BEND 'TYPE 1" CONNECTION General Notes: (1) Finely divided earth free of rock, lumps and clods exceeding 6" shall be placed by hand, and compacted around the cast iron pipe to a depth of 12' over the top of the pipe before backfill is begun by any mechanical equipment. 2 All concrete blocking shall be 2000 lb. 33 All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the engineer. (4) Water mains will not be fully pressurized until concrete has reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bell holes shall be cut for each bell and fire hydrant. (6) All gate valves to be "0" ring type, with non -rising stems; with M. J. ends including all glands, bolts and gaskets; and to open counter -clockwise ((left). (7) All fittings shall be mechanical joints unless otherwise directed. (8) The bid price for the fire hydrant shall include furnishing the hydrant, gate valve with box, connecting pipe to the water main and tee connection, including blocking, gravel packing, jointing and joint materials and shall include all excavation and backfilling as well as the furnishing of all necessary equipment, labor, materials, power tools and transportation. Fire Hydrant Specifications (1) Hydrants shall be Darling No. B-84-B, constructed in accordance with AWWA and Fire Underwriters specifications with depth of bury as specified. (2) Hydrants shall be National Standard three-way with valve opening of five and one-fourth inches in diameter. Hydrants shall have two (2) two and one-half inch hose nozzles and one (1) four and one-half inch steamer nozzle. All threading of nozzles, operating nuts sizes and cap nuts shall be National Standard. (3) Hydrants shall be the dry barrel type and shall open left counter -clockwise. They shall have a mechanical joint end inlet shoe and be furnished with set screw retainer glands for six inch cast iron pipe with an outside diameter of six and nine -tenths inches to six and ninety-two one hundredths inches. (4) Hydrants must be constructed so that a brass seat ring will screw into a brass or bronze fitting in the shoe for easy removal. (5) Hydrants shall be factory red in color above ground and be of the break -a -way type. VALVE Box. (CLOW NATIONAL F-2450, OR EQUAL, WITH NO. 6 BASE AND COVER NO. F-2490, OR EQUAL) 2" SQUARE AWWA NUT EXTENSION. TERMINATE A A FINISHED GRADE 6' FROM TOP OF BOX. AX11A_ AS CONCRETE � -- 6" STD. / GATE VALVE WITH SS BOLTS 6" C.I. OR D.I. PIPE PIPE PLUG CONCRETE r . l PIPE PLUG STANDARD CITY OF rBRYAN FIRE HYDRANT (NATIONAL STANDARD THREE-WAY HYDRANT DARLING NO. B-84-B) " CROSS MECHANICAL JOINT INLET WITH SET SCREW RETAINER GLAND FOR BONDING. - GRAVEL NOT TO SCALE NOTES �• ::, t :; _ •.' - , .. -' SANITARY SEWER LINE NOTES A. 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED " '•` •' 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN BETWEEN THE SERVICE SADDLE AND THE CURB STOP 2 CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWER TECHNICAL SPECIFICATIONS FOR SINGLE SERVICE ❑R BETWEEN THE SERVICE"LATEST .MIN • PVC SLEEVE REVISION, TO INCLUDE ALL 'NECESSARY THRUST BLOCKING AND TESTING. SADDLE AND THE WYE FOR DOUBLE SERVICE. FORD BALL VALVE - PAD r4' (AS SPECIFIED IN PLANS) 2. ALL STREET CROSSINGS SHALL BE BACKF I LLED WITH WING NO BII-333W 2. ALL PVC SANITARY SEWER LINES SHALL BE SDR 26, ASTM D2241 or ASTM D3034 AS CALLED CEMENT STABILIZED SAND OR STABILIZED SUBGRADE OR JO-190OW W�PLUG OUT ON' PLANS. AS DIRECTED (95% MODIFIED ASTM D1557). -IT 3. SANITARY SEWER LINES SHALL BE TESTED FOR EXFILTRATION AND TV INSPECTED PRIOR TO 3. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 4 MIN. ACCEPTANCE. ALL MANHOLES SHOULD BE LEAK TESTED EITHER BY THE WATER OR VACUUM TO PRESSURE TEST LINES IMMEDIATELY AFTER THE METHOD. STREET CROSSINGS HAVE BEEN INSTALLED. ROCKWELL (SMITH BLAIR) DOUBLE FORD NO C84-44 4. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER 4, MARK EACH SERVICE END WITH METAL 'T' POST STRAP. SERVICE .SADDLE N0. 313 OR VACUUM. TOPS OF MANHOLES ARE TO BE FLUSH WITH FINISHED GRADES IN PAVED PAINTED BLUE, OR BAKER SERIES N0. 183-D AREAS AND 9" ABOVE FINISHED GRADES IN GRASSED AREAS 5. MATERIAL USED SHALL BE AS SPECIFIED OR AN FORD STOP NO. H-1500 TYPE 'K' COPPER TUBING 5. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD (ASTM APPROVED EQUAL. OR HAYEs NO. 5200 D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 90% 5. ALL CONNECTIONS TO BE COMPRESSION TYPE ( FLARE STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 12" OF FITTINGS ARE ACCEPTABLE) . O THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. 6. ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE TYPE K COPPER TUBING (SINGLE SERVICE) MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FACE OF THE MANHOLE.) WATER LINE (SIZE AS SPECIFIED IN PLANS)- a"• C SEE NOTE 1> 7 CONTRACTOR VIDE NCH SAFETY PER OTRENCHEA STANDARD 29 CFR PART 926 SUBPART P (SEE SAFETY DETAIL SHEET).WATER CROSSING S. ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC PIPE. CAP AND MARK END NOTEi ALL SERVICE -WYES & EXTENSIONS ARE TO SURFACE W/4" PVC PIPE PAINTED GREEN EXTENDING 4' ABOVE GROUND. WATER SERVICE BE INSTALLED WITH THE MAIN LINE CONSTRUCTION 9. TCEQ: WHERE A NEW POTABLE WATERLINE CROSS A NEW, PRESSURE RATED WASTEWATER LINE, THE CROSSING SHOULD BE CENTERED BETWEEN JOINTS OF BOTH THE WATERLINE AND WASTEWATER LINE. THE WASTEWATER LINE SHALL BE BEDDED IN NOT TO SCALE CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IS THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (I.E. YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% UNDER FUTURE STREET AREAS. GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OR DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT..................................................45 MAXIMUM PLASTICITY INDEX..........................................15 MAXIMUM PERCENT PASSING NO. 200 SIEVE................35 MINIMUM PERCENT. PASSING %" SIEVE ........................100 THE MATERIAL SHALL BE FREE FLOWING AND -WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1 Y2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. PLACE METAL DETECTOR TAPE AT 12"-18" DEPTH �- OA SELECT MATERIAL 6"-12" © (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE PIPE ^ UNDISTURBED SOIL O.D. 6" MIN./12" MAX. NOTES: 1. FOR BEDDING AND TRECHING WITHIN EXISTING STREET/STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL -BE ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTORS. 6. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. P.I.C. PIPE EMBEDMENT WATER AND SANITARY SEWER LINE 2000 LB. CONCRETE 24" X 24" X 6" WTIH 6" x 6" WIRE MESH AROUND ALL VALVE BOX. D OD ' a VIEW A - A AN TEE OR TAPPING 7 MECHANICAL JOINTS BLOCK AS DIRECTED SLEEVE & VALVE WITH SET SCREW AS REQUIRED RETAINER GLANDS FIRE HYDRANT NOT TO SCALE NOT TO SCALE 2" GALV. ELL 2" x 6" GALV. NIPPLE REMOVE US E CARD AFTER BROOKS UNDERGROUND �1 ENCLOSURE (FOR 2" PIPE) I I�2" SCH. 40 GALV. PIPE MODEL 1220 OR APPROVED .EQUAL I I AFTER_ BLOW -OFF NSTALL 2" MALE QUICK EXIST. GRADE Y CONNECTION & CAP 2" BRASS E CONCRETE BLI: (SEE THRUST BI DETAIL) 2" X 6" BRAS B L OW OFF 'VA LV E VE ,IPE AIN NOT TO SCALE Box Complete Extension, Top Section, w/Lid Bottom Pieces Item In Inches Wt. Length Wt. Length Wt. Per Pkg. 461-S 19-22 60 10 35 15 25 ... 462-S 27-32 70 10 35 24 35 562-S 27-37 80 16 45 24 35 20 563-S 33-43 85 16 45 30 40 20 R,- 564-S 39-50 90 16 45 36 45 20 662-S 36-52 105 26 65 30 40 20A-1 664-S 39-60 110 26 65 36 45 20 666-S 51-71 135 26 65 48 70 20 -/' i 668-S 62-82 145 26 ss 65 60 60 20 lie Tyler may ship loose pieces if May be furnished in two pieces screwed packaging delays your order together to make the length required *** 1 LIDS ARE MARKED 2„ 5-3/4 "WATER" OR "GAS" 4„ ,5-1/�' 1' 1/5-3/8" Unless specified otherwise, 7" "Water" will be shipped O 1- 0 5-1/4 LOCK LID 5-1/4 DROP LID I I WL ***Variablle Skirt Depths 18 Skirt wt. 2 13 5-3/4" O „ 1213 1 /4„ 5-1 /. I I 5-3 4 9„ w 1/4„ 7-5/8" 7-3/8" I I 1- 6-3/8„ I ( _ - m 2-3/8" 2" � 7„ N � m 1-1 2" \ \ V)61 T I EXTENSIONS Height Item Increase Wt. 60 EXTENSION 7=3 16' 59 18 30 Height Item Increase Wt. 60 24 35 These extensions also fit Series Accommodates 4" Through 12" Valves 6860 three-piece valve boxes 5-1/4 Inch Shafts, Screw -Type 6850 Series CAST IRON VALVE BOX .NOT 'TO -SCALE INCHES BEYOND THE JOINT ON EACH END. THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF 12 INCHES ABOVE AND FOUR INCHES BELOW THE SEWER VALVE BOX. (GLOW NATIONAL 10. PIPE. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION F-2450, OR EQUAL, WITH NO. 6 LABEL. BASE AND COVER NO. F-2490, 11. A TWO-WAY CLEANOUT SHALL BE REQUIRED WITHIN FIVE FEET OF THE BUILDING WHERE OR EQUAL.) THE SANITARY SEWER EXITS THE BUILDING, AND AT A MIN. OF 8OFT INTERVALS FROM 2" SQUARE AWWA NUT THE BUILDING TO THE MAIN AND AT ALL CHANGES IN DIRECTION. EXTENSION. TERMINATE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" 6" FROM TOP OF BOX. CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. .• .•. kvmw6„ 13. SANITARY SEWER CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TO B/CS UNIFIED TECHNICAL SPECIFICATIONS. WATER LINE NOTES 1 THE WATER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TECHNICAL SPECIFICATIONS CONTAINED IN THE B/CS UNIFIED WHATER AND SEWER SPECIFICATIONS, LATEST REVISION, TO INCLUDE ALL NECESSARY THRUST BLOCKING AND TESTING. STD. MAIN LINE 2. ALL PVC WATER LINES SHALL BE AWWA C-909, DR-14, CLASS 200 GATE VALVE ALL DUCTILE IRON WATER LINES SHALL BE AWWA C-150, CLASS 350 3. ALL WATER LINES SHALL HAVE A MINIMUM BURY OF 4 FT. 4. MAXIMUM DEFLECTION ANGLES FOR 8" & 12" AWWA C-900, DR-14, CLASS 200, ARE 3- AND 2.1', RESPECTIVELY, PER SEGMENT OF PIPE. DEFLECTION ANGLE IS TO BE ACHIEVED THROUGH OUT THE SEGMENT OF PIPE AND NOT AT THE JOINT. 5. CONTRACTOR SHALL TEMPORARILY PLUG THE NEWLY CONSTRUCTED WATERLINE AT THE END OF EACH WORKING DAY UNTIL CONSTRUCTION IS COMPLETE TO AVOID CONTAMINATION. 6. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 90% STANDARD (ASTM .D-898). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY MECHANICAL JOINTS 24" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. WITH SET SCREW 7. CONTRACTOR SHALL -PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, RETAINER GLANDS SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). B. -HYDROSTATIC TESTING -SHALL BE CONDUCTED ON ALL WATER LINES IN CONFORMANCE WITH THE CURRENT B/CS UNIFIED TECHNICAL SPECIFICATIONS. ALL WATER LINES MUST BE DISINFECTED IN ACCORDANCE WITH B/CS UNIFIED TECHNICAL SPECIFICATIONS. CONTRACTOR SHALL BEAR ANY EXPENSE INCURRED BY TESTING/RE-TESTING AND DISINFECTING. . 9. `/ \ / (� �( Z7H� �J A L Y A N 1J B OJ1 ALL VALVE BOXES ARE TO BE FLUSH WITH FINISHED GRADES. 10. PLUG AND MARK ENDS AT SURFACE WITH 4" PVC PIPE PAINTED BLUE EXTENDING 4' NOT TO SCALE ABOVE GROUND. 11. N/A 12. WATERLINES SHALL BE INSTALLED NO CLOSER THAN 9 FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. WHERE 9 FOOT SEPARATION CANNOT BE ACHIEVED THE FOLLOWING .SHALL APPLY. 13. WHERE A - NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER LINE, THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER C ,1 f- TOP OF WALL ELEV: SEE tie-1 LINE, MEASURED VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER LINE. GRADING PLAN F ^' S 14. WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER LINE, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE #5 BARS SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE CONTINUOUS FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE 3" CLEAR WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE WASTEW TER LINE VARIES PER GRADING PLAN ° 1'-0" ° v #4 BARS 0 16" O.C. (HOR.) 4 1 /2" CLEAR b 6" :v ° #5 BARS, LENGTH VARIES 0 8" O.C. o BEND 90' & EXTEND 9" INTO TOE 'VC WEEP HOLES, SPACED EVERY 4' WIRE ..MESH TO PREVENT v SOIL INFILTRATION 6» #3 BARS, 2' LONG GRADE DOWEL 0 16" O.C. 2"x6" KEYED JT. 18" #4 BARS, V-6" LONG 17 ` 0 8" O.C. 4 BARS ° 0 9O.C. ° °o v 3" CLEAR .•� o 'moo. � (TYP.) A WHENEVER POSSIBLE, THE CROSSING SHOULD BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER LINE. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI. THE WASTEWATER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. 15. WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL -HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. THE USE OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER LINE BEDDING IS RECOMMENDED FOR THE IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONSTRUCTION. 16. WATERLINE AND MANHOLE SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A MANHOLE SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. 17. LOCATION OF FIRE HYDRANTS. TIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF CONSTRUCTION. 18. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION LABEL. 19. ALL VALVES TO BE FURNISHED AND INSTALLED WITH VALVE BOX AND COVER. REVIE ►.f � R COMPLIANCE DEC 2 U 2005 NOTE: 1. EMBED COPPER LINE RJ TAMPED SAND FROM ^���� UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH A00 SIDES OF COPPER PIPE. W/3.SaN10SE"KLARp?�u. 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE"., r SHALL INCLUDE ALL MATERIALS, AS SHOWN IN _. . 2'-0" DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. RELEASE VALVE #4 BARS, V-6" LONG 3 SIZE OF LINES AND VALVES MAY BE MODIFIED BY APCO MODEL 50 COMPACTED OR ® B" O.C. UNDISTURBED SUBGRADE NOTES: 1. MINIMUM BEARING CAPACITY OF SUBGRADE 2000 LB/FT. 2. CONCRETE 'STRENGTH = 4000 PSI. 3. REINFORCING STEEL TO BE GRADE 60 4. SELECT FILL TO BE A CLEAN, GRANULAR MATERIAL WITH PI 12<X<15. COMPACT SELECT FILL TO 98% STD DENSITY (ASTM D-698) AT MOISTURE CONTENT BETWEEN -1 % OF OPTIMUM TO +3% OF OPTIMUM. REINFORCED CONCRETE RETAINING MALL NOT TO SCALE THE ENGINEER HOTBOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL V APCO WAFER 4" X 3' X 3' CONCRETE PAD CHECK SERIES 300 1" IRON PIPE THREAD COMPRESSION FITTING 1" BRASS ELL fTYP.t AND V GATE VALVE w\-1" TYPE "K" COPPER TUBING V TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VA' Vc* & VACUUM CHECK VALVE W'3-02 WATER AIR RELIEF VALVE NOT TO SCALE ZZ00N l� W � >_ LLI Z L1I LL]co < <� - > N LU < ao co Z x�r,r- UJ Cn WU)z0,0. Z r w '< J Q ED ~ LL M_* 1 ♦- in Z 0 F- a Z c0it 0 o 0i Of Z z ~ 2 O >_ z O U 0 L, w LL Q t~it u) Ld 0 0 O \ \ SCALE: N.T.S. DRAWN BY: JNP APPROVED BY: AAP DATE: 12/ 14/04 FILE: SHEET 1 F- A U r �D 0 C) .=, In CD CD cu n CA 3 13 cli ¢ w A 0! W W I L,J F- 3 L7 Z ry L,J LJ z LD z L♦1 0 Ln n, d L Q, I N _p rn 3 i a 0 0 1 rn L a I 0 u J i 01 �L A L L N i cu ry V) u 0 L d J STD. CAST IRON MANHOLE COVER AND FRAME (24" DIA.) OR EQUAL STD. 45' WYE 6 MIN. VARIES • 2000 PSI CONC. •a STD. 45' WYE ' .•'-. VARIES « 3n VARIES41, A. 3" ' 4 45' BEND VARIES C. °• 90' BEND 45' BEND 8" THICK #4 BARS, 12" O.C.E.W. DENOTES DUCTILE IRON PIPE & FITTINGS STANDARD DROP MANHOLE NOT TO SCALE VULCAN FOUNDARY V-2342 WATERTIGHT M.H. RING & COVER OR VULCAN FOUNDARY V-1342 REGULAR RING & COVER (CITY OF BRYAN) OR EQUAL APPROVED BY ENGINEER SEE NOTE 1. SEE NOTE 1. CLASS "A" CONC. 3000 PSI IN 28 DAYS PRECAST REINFORCED T 6' CONC. MANHOLE SECT. BACKFlLL AROUND ASTM DES. C-478 2''-6" 2'_0' M.H. SHALL BE COMPACTED TO 85% AS PER ASTM 0-RING VARIES D 1557 4,-0„ 4'_Oh ' ' VARIES 6" PLUG 6' MIN. 9" 3/4 OF THE -�{ 3/4 OF THE DIA OF THE PIPE PLUG I DIA OF THE 9„ 1 r PIPE t% MI I n 2 0 3 DEPTH THICK. #4 BARS, 12" O.C.E.W. #4 BARS, 12" O.C.E.W. 0-8' 8' 12 & UP 12 PRECAST MONOLITHIC NOTE 1. NOTE 2. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN SHALL BE USED AT EACH M. H. IN NEW OR RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR EXISTING STREETS TO ADJUST HEIGHT. CORBEL/CONE SECTION. STANDARD SANITARY SEINER MANHOLE 0.1' DIFF. OR AS SHOWN IOIN PLArJ, _ -r--- ----------- NOT TO SCALE EXPLANATION OF DROP IN MANHOLES: THE "OUT" & "IN" FLOWLINE FOR THESE PLANS IS TAKEN TO MEAN THE FLOWLINE OF THE PIPE IF EXTEND TO THE MANHOLE CENTERLINE, NOT THE FLOWLINE AT THE MANHOLE WALLS. EXPLANATION OF DROP IN MANHOLE UNDISTURBED EARTH OR COMPACTED BEDDING MATERIAL 6" CLEANOUT STACK 1 DIP OR PVC FOR ROCK, CONCRETE CUSHIONED REQUIRED A NOT LESS THAN 2" 45 WYE NOT LESS THAN 3" °'�•' ' TO BELL " • • • OF CURVE _ 4" SERVI NE ° ..•. • 3' MIN. ELEVATION STANDARD CLEANOUT NOT TO SCALE NOT TO SCALE NOTE: EXCAVATION, BACKFlLL, CONCRETE, TEE, WYE AND STOPPER WILL NOT BE PAID FOR AS SEPERATE PAY ITEMS, BUT ALL ARE A PART OF 'DEEP CUT CONNECTION'. NO DEDUCTION WILL BE MADE IN FINAL MEASUREMENT FOR LENGTH OF SEWER LINE FOR "DEEP CUT CONNECTION" 4" FROM TOP OF CONCRETE PVC 2" FROM GRADE LEVEL 1. #3 SPIRAL, 4" PITCH. 2. 4,• 1-1/4" ANCHOR BOLT • 42" LONG WITH 4" a •" PROJECTION FROM CONCRETE. 3. ANCHOR BOLT: 6" THREAD, •• ~ t TOP 2" To BE GALVANIZED 3/4" o Z •° BOLT ANCHOR 4. ANCHOR BOLT TO BE A • 3" MIN. 326, WITH 2 NUTS AND 2 �• CLEARANCE ate' SQUARE WASHERS 6-#6 REBAR W N 5. (6) #8 VERTICAL REBAR. - ,d 6. ALL CONCRETE TO BE 3,000 PSI GRADE. 3" 7. OWNER TO PROVIDE a' MANUFACTURER'S SPECIFICATIONS FOR BOLT PATTERN LIGHT POLE 13ASE -- 181 NOT TO SCALE 4' FROM TOP OF NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH GROUND SURFACE MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, v THE CONTRACTOR SHALL EXCAVATE•TO A DEPTH REQUIRED \ \ / BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED * IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW U UNDISTURBED � m THELDISCIRETION OFLATESTAND AT THE EDITION; ENG ENGINEER, THE TRENCHBOTTOM ��,/\ :: .' :. J MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. EARTH.-. w 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III Z / AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. p. p \ \�/ \� CDO UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM Y Li �\ ` z BEDDINGTHICKNESS BE1050(1102 VQ o p ADS PIPE L'-I U 42HA48"LL 600MM OMMFOR CORRUGATED \ \\///" POLYETHYLENE PIPE (CPEP); 6" (150MM) FOR 30"-36" m O '\ \ V\� O (750-900MM) CPEP. \ / , \ Q Z 5. HAUNCHING AND INITIAL BACKFlLL: SUITABLE MATERIAL SHALL Q c w = rz BE CLASS I, II OR III AND INSTALLED AS REQUIRED IN ASTM > z \ /�\\ \ N 6. D2321, LATEST EDITION. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM I m Q TRENCH WIDTHS SHALL BE AS FOLLOWS: co O v o �' NOMINAL MIN RECOMMENDED I CON CRETE PVC 1 " 2" FROM GRADE LEVEL 1. #3 SPIRAL, 4" PITCH. B 2. 4, 1-1/4" ANCHOR BOLT 42" LONG WITH 4" A. v •" PROJECTION FROM CONCRETE. B M 3. ANCHOR BOLT: 6" THREAD, '•L N TOP 2" TO BE GALVANIZED B. + 3/4' �j Z D 45' BEND ANCHOR 4. ANCHOR BOLT TO BE A ••'a 3' MIN. 326, WITH 2 NUTS AND 2 C. A ' CLEARANCE IZ U SQUARE WASHERS 0 REBAR �• N 5. (6) #8 VERTICAL REBAR. F ,* • • 6. ALL CONCRETE TO BE 3,000 PSI GRADE. [--24 3" 7. OWNER TO PROVIDE MANUFACTURER'S SECTION AAA' SPECIFICATIONS FOR BOLT PATTERN 0 8 BEDDING MATERIAL _T ACKFILL OR IN. MM 4 (100) TRENCH WIDTH. IN (MM) 21 (530) FOUNDATION 6 (200) 8 25 (630) 10 (250) 28 (710) 12 (300) 31 (790) MIN. TRENCH WIDTH 15 (375) 34 (860) 18 (450) 39 (990) 24 (600) 48 (1220) 30 (750) 66 (1680) EDDING, HAUNCHING & INITIAL BACKFlLL: 36 (900) 78 (1980) 42 (1050) 83 (2110) PROVIDE GEOMEMBRANE FILTER FABRIC BETWEEN WALLS AND 48 (1200) 89 (2260) MOM OF TRENCH AND EMBEDMENT/ INITIAL BACKFlLL 60 (1500) i 102 (2590) ATERIALS SHOULD FINES EXIST IN WET CONDITIONS. 7. MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED MINIMUM COMPACTED DENSITY: 95% MODIFIED PROCTOR (ASTM IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL -1557) DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. IN -PLACE DENSITY TESTS TO BE CONDUCTED 1 PER 200 LF SURFACE LIVE MINIMUM RECOMMENDED F 6" COMPACTED DEPTH FOR BEDDING, HAUNCHING & INITIAL LOADING CONDITION COVER IN. (MM) LAYERS & 1 PER 200 LF OF 24" COMPACTED DEPTH H25 (FLEXIBLE PAVEMENT) 12 (300) FINAL BACKFlLL LAYER. H25 (RIGID PAVEMENT) 12 (300) E80 RAILWAY 24 (610) HEAVY CONSTRUCTION 48 (1220) *TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION. BEDDING AND TRENCH FOR ADS PIPE fJ NOT TO SCALE DEEP CUT CONNECTION LIGHT POLE. 8AS.E � 0 � MATERIALS FOR EMBEDMENT - KEY NOT TO' SCALE OA SELECT MATERIAL NOT TO SCALE MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE 'OF Z _ QA SELECT MATERIAL ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) „ - INCHES IN THE LARGEST DIMENSION. 0o SECTION VIEW 12 MIN. LLJ © GRANULAR MATERIAL h PROP. 36 RCP w 0.75 1 1.50 4 BARS 12 O.C.B.W. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE PLAN VIEW - MANUALLY CONSOLIDATE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS, ORGANIC 0 0 3" CLEAR F/OUTSIDE ©( E Q E S, OR PIPE O.D. MATERIAL AND WHICH WHEN S Y STANDARD FACE OF WALL E TESTED B AlAT OPTIM M MOISTURE) U S E B RA R .s' wOf LA 0 TOY METHODS MEET THE FOLLOWING 2 ALL • I 0 25 5.75 6 i TOP OF WALL ...: -..: •: t I 1 ELEV=297.so O REQUIREMENTS: , ' ' " "' MAXIMUM LIQUID LIMIT 1 _ _ _ _ _ _ w J �' • ••` �' � PIPE O.D. MAXIMUM PLASTICITY INDEX t I I I 1 I IXIEND BARS 9" INTO (" , r' �• .r ' �.,°': °." . _ Z $ MAXIMUM PERCENT PASSING NO. 200 SIEVE SINGLE POUR I I STRUCTURE, BEND 90 I.� :I:•. ':,:L. J I`° I ;,', .I. 'I I I I I ' I' o V I I I I • . , ° r\ ( ,. MINIMUM PERCENT PASSING 3/4" SIEVE CONC. EMBEDMENT I t &EXTEND 18" (� . • _ o� _•J L• ' J _ _DOUBLE MAT 4 BARS - - -:I, O Z = 4 MIN.) PIPE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, I�'� �� 1 3'• O ~ SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN i �r I 1 �I,• d I I n n I' I 12' O.C.B.W. ( 1 O 0 a%I ;t I t' ., I `� 1 I ' f['��T INSURE WATERTIGHT SEAL MIN.:' a: a ° c�i O.D. I I AROUND 30 BRANCH, I • . . ' 'I ' � ; :I ; . ' I: . q`l. = ' -I ,•. 4" & 9' CLEAR F/TOP.' 1 ''• I� POND FLOOR THE HAND. �.• , I I •.:, .`- I 1 I I I I.1c I ,• n SEAL WITH NON -SHRINK - �- - - �' - - - s. .� ELEV=295.00 F `2.�0-. 3.67' = .!° :. h :. -11 I �lcti:•• + - o JOINT SEALANT •• ' • . - g," MIN. 12" MAX. @ COMPACTED CRUSHED STONE, FINE GRADATION CRUSHED f ° 1 I k " !I- •.: / STONE CONSISTING OF DURABLE PARTICLES AND 45 2.5' TALL WALL MEETING THE FOLLOWING REQUIREMENTS: 15 ..... .". j�7.,�-__i/` PASSING 1/2" SIEVE 15 s I s .� " THE TRENCH BOTTOM SHALL BE PASSING 3/8" SIEVE 80� Q®o% ,-!:' .• ° A ci ;f..; ' 6 LIME STAB GRADED SO AS TO PROVIDE UNIFORM PASSING NO. 4 SIEVE 15-60% 4 BARS 12' O.C.B.W. 0 75' : ,' 2.50 ° SUBGRADE AND CONTINUOUS SUPPORT FOR THE PASSING NO. 10 SIEVE LESS THAN 2% 3" CLEAR F/OUTSIDE ,; L.- -i� T �1 I 3.2' t' 1•I I I I' : `� J° 36"X30" RCP TEE o s .. FACE OF WALL co PIPE BARREL BETWEEN BELL HOLES. NOTE: i• :... t• 3.00' _ ,:.. : p - ,:: _ AT THE CONTRACTOR'S OPTION, IN LIEU OF SHEETING AND �'• f 1.3 2.75 lO to J j o 36' FL=29o.s7 .: SHORING OR OTHER PROTECTIVE MEASURES, TRENCH WALLS 36"X30' RCP TEE I 2.50 I I I o o ° 2.75 _ -MIN. IPE SEPARATIO 04 ,tom ":•f -I . d '<- '_ ' :. IPE SE ARATIO. ` ' MAY BE SLOPED BACK FROM A POINT 12" (MIN.) AIM TOP rl OF PIPE. isI I I I j : SINGLE POUR , CONC. EMBEDMENT .'J:_ _•s 1 _ cry_ _;�_ _•;•_°i _•_ • `_i= irli_' .�.� i� 3.00 .�= L.�� ;._ _';,._.,•.__ BEDDINGAND TRENCH FOR RCP PIPE a -1 '- F ' -• 9 2.00' 3.2' DOUBLE MAT 4 BARS NOT TO SCALE T_ zn u) I a n 12' O.C.B.W. P ' a ° t 7' o 0 4" & 9' CLEAR F/BOTTOM 0 0.25 ' - A- ; - - - ,�-• a.- ay= �(;•: Er = :--...a },� #3 BARS 14' 0.75' 1.' • , ._-• .I• 5 5;:..°I•:.,: - 1:'; 1. ; ; "t '•:'Ig 1 e-.l c`OO n' » 1 .-:�'-=�- +-=r-- :;�_:-�I:--.:.s --� :- � -; -� o o SIDE VIEW „ I @ %.J O.C. �b • : 4 BARS 12 O.C.B.W. I n 6 In a 5.50' 3" CLEAR F/OUTSIDE lost I I• PLUG END OF RCP 4 BARS 12" O.C.B.W. 2.5' WALL 0.75' FACE OF WALL 7' I u I•� 1 CHEE-INSURE WATER 9' CLEAR F TOP TOP OF WALL -41.x __ °!_°,__ t___ -!1 ELEV=297.50 0•7rj' O V)TIGHT SEAL o EXTEND BARS 9" INTO r:. _.T _•. 1., _ ,T." . _� Lu ►, Y 6" 2' - I �� 2.5' WALL STORMWATER STRUCTURE, BEND 90 °,. & EXTEND 18• I' :,�.:.,,. :.'I:.: -:.I- oU #3 BARS @ 18 O.C. TOP OF WALL OVERFLOW _ •, I� O ELEV=297.50 CONSTANT POOL INSURE WATERTIGHT SEAL °"%' ' - -1 O 1- v ELEV=295.00 AROUND 30' BRANCH, ' "! A '.I:'V°:•;� •' PROVIDE EXPANSION JT. AT FLUME/PAVEMENT INTERSECTION SEAL WITH NON-SHRINKI, ; I• POND FLOOR POND FLOOR 95.00 JOINT S , P.q - - - ,`�I• o o = 0 PARKING A R FrA CONCRETE FLUME POND LOOK 2 25' - ;.� - - _ - •� DOUBLE MAT 4 BARS o0 � •' N :` 6" LIME STAB PROP. 36" RCP 36'X30' RCP TEE •: ` 36"X30" RCP TEE SUBGRADE --------- a. & 9 CLEAR OP SCHEMATIC 36" RCP 36^ FL=290.67 PLUG END OF RCP NOTES: _ _ _ _ 1 TEE -INSURE WATER 1. DETAIL SYMETRIC ABOUT CENTERLINE - - - -.- ? TIGHT SEAL 2. INSTALLATION OF 2-36" RCP TO OCCUR ONCE POND IS DUG. TEE'S NOT TO BE SET UNTIL s _ ;�' _. ^.:' °'� °� = :._a_ = e' FINAL POND DESIGN IS RECIEVED FROM KLING ENGINEERING�4-``- 3. IF ACTUAL TEE CONSTRUCTION YIELDS DIFFERENT DIMENSIONS THAN SHOWN IN DETAIL, THEN POND FLOOR ELEVATION CONTROLS -SET TOP OF 30" BRANCH AT POND FLOOR ELEVATION, INSURE 2.00' DOUBLE MAT 4 BARS t SINGLE POUR L_- 12" o.C.S.W. N CONC. EMBEDMENT DOWNSTREAM RCP HAS MIN. SLOPE OF 0.65% 4• & 9' CLEAR F/BOTTOM o0 DETENTION POND OUTLET WORKS '° °°' 12" FRONT VIEW SLOPED CONCRETE END TREATMENT #3 BARS ® 9" OCBW 2" CLEAR (MIN) 18 I co 5 4" SIDE VIEW NOT TO SCALE EXISTING GRADE NOT TO SCALE NOT TO SCALE #5 BARS 7" O.C. #4 REINFORCING BARS GRATE AS BEND AT 90' ''PINTO WALLS EXTEND MIN. 24" VERT. AT 12" O.C. SPECIFIED FOR AREAS INSIDE OF PVMT: EXTEND 14" O.C. - 24" INTO PAVEMENT TOP AND BOTTOM BARS L - #4 REINFORCING BARS AT .:. l`` ,:�•' #4 REINFORCING BARS AT •:l -1 11 1 �1 18" O.C. E #4 REINFORCING BARS AT z J 13" O.C. v + 'I `1 0 Z .1 OUTFALL PIPE O • t 0 - I•' t' I � W I II v I I I I ENTERING PIPE (IF APPLICABLE) = ' 4,.,RE1NFQ NG-BARS AT #4 REINFORCING BARS AT 1�� i rb s VUR » 8 O.C. COMPLIAN VARIES PER PLA DEC 2 0 2005 NOTES: 1.'CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE COLLE(M STA710M 2. INLET BOX AT DETENTION' POND OUTFAL: USE 9" THICK SIDEWALLS I ��"°���R I N� GRATE INLET SOX NOT TO SCALE C� z W O N N 00 N N t\ 00 LU Z > Ui Qa<m000 C� QIw_w0,0, Lj L1J (n X�I- H V) 0\ o• Z Z Z Q }WQ co ~ 'L `• �P� . • ..... FgI�I B:J. KLING - -_- .24705 r .� z 0 2 � U w 0 J J 0 0 00 a a � 0 o 0 00 SCALE: N.T.S. DRAWN BY: JNP APPROVED BY: AAP DATE: 12/ 14/04 FILE: SHEET I III I* - I - -4'h S*URV RICHARD CART wK YlA-8. COLLEGE STATI-ON,BRAZ0S.COUNTY1,TEXAS F- N U Q C N C> o .� ffu LEGAL DESCRIPTION N 2uAoh'0 5 clu LATEST REVISION DATE: DECEMBER 14 2005 LOTS 1 A THROUGH 3 OF UNIVERSITY TOWN , CENTER PHASE ONE 3 'a (U Ty cn AR ERSoR �, CNN s o~ D FM 60 IL co OWNED & DEVELOPED BY: Z ONE INC01 L) SAHARA REALTY GROUP, LTD. o�� P P W P.O. BOX 4508 �I NT N Z BRYAN, TEXAS 77805 WARGUE (979) 779-7209 S ECT OOD �, :TfA T ND r - s`TATEs, TABLE OF CONTENTS s N RANDALL 5 Go3 C1.0 OVERALL SITE PLAN UNI�ERS J AG E C2.1 EROSION & SEDIMENT CONTROL PLAN (SWP3) N STATION ARK EAST G� C 1.1-1.4 S ITE P LAN LJ�NS �� �Gys C 3 .1— 3 . 4 I L � . 3 PREPARED BY: PARK oy GRADING PLAN COARP IANC` el KLING ENGINEERING & 'SURVEYING �� C7.1 —7.3 SITE DETAILS o tigq rqpo� 4101 TEXAS AVENUE Q DEC 2 0 �p0 P.O. BOX 4234 �c sa I . tiL �� R L BRYAN, TEXAS 77805 `S, u PHONE: (979) 84.6 — 6212 TGy '`FyG tiG� J F9s Fg -9L N ....® REVIEWED FOR L COMPLIANCE w DEC 2 o 2005 el) h VARIABLE WIDTH JOINT ACCESS H N u cu 0 (U v U) .o 0 cu �f (LI (3) 3 d d L N 0 / 0 Z W W Z LD Z W O N > s 3 rn tti u d 0_ L Ur T N 1 N 'I-' 3 IL 0) 3 Q 0 0 J, O) L a I G 0 u J I N L Q a in L Ili / (U 0' tA .I., u N O L 0_ d / rfl, \ \ \ \ 1yj 'A \ SCALE: 1"=I ---------------------------------------------- 1� 1 1-;-� ` i ! i LOT 3B \` f ; BLOCK ONE `, ZONING: C-1 \\ % J 1 \` stp�ov \ 1 OE G00-EQ� %AA4pov �5 E DEN \ } P 5 N 0N� I rn, G PLAT \�� LirY \ y C \ LOT �LN PLACE \\\ t\• %r''-- -CITY OF COLLEGE STATION VOL L��/' BLOCK y \`\ 15' SANITARY SEWER EASEMENT �/ J i\ `\ VOL 3935, PG. 71 90i PG. L+ ' CITY OF COLLEGE STATION VO ^i. \ 15' WATERLINE EASEMENT i VOL 3935, PG. 83 LOT 3A F__ EXISTING \ -BLOCK ONE 6•\ SANRARY SEWER LINE ZONING: C 9 i \ 0Rk // / ------------------- O ^L- INC 9.03 A N PLACE CFISS VOL 69 of G. 17 C7 z W O N to Z o N N ^ Lu z w > W .O .o co co t� u a~wo\rn Q Z xDI.- -I-I� LIJ Cf) FW--UZ 0'0 Z z >-Wa a m ~'L o' / loe N, �', // / / W T Z z Z / i' / / \ W- W \ CQ''�' -'DEC 2 Q 2005 a Q o V) O Sin w w cn a N N 0 ct I 0 0 Z 0 5; J (L N rn S > ZO V) a a w to LLJ 41 O 0: Ir Q (� F- ILin 1= f/1 a W Ld \ in \ in \ to \ in \ to , L0 ul � �, .•' Q a O m N t7 M SCALE: 1 " = 60' DRAWN BY: BLB APPROVED BY: BJK DATE: 12/20/04 FILE: LEGEND III MANHOLE "5s) SANITARY SEWER LINE WATER M ETER G WATER LINE vt WATER VALVE FIRE HYDRANT u n GAS METER GAS LINE TELEPHONE PEDESTAL TELEPHONE LINE --� POWER POLE LIGHT POLEc UNDERGROUND ELECT. LINE -----UE OVERHEAD ELECT. LINE ---- CHAIN LINK FENCE —. WIRE FENCE PROPOSED BUILDING KEY NOTE <a> PARKING SPACE NUMBER 0 PROPOSED SANITARY SEWER LINE —m PROPOSED WATER LINE Pw PROPOSED ELECTRIC LINE PC PROPOSED UNDERGROUND ELECTRIC LINE ---- M PROPOSED TELEPHONE LINE PHASE LINE ! P a' 3 ' RIGHT-OF-WAY LINE 0 U f Q 0 0 0 0 (U .D N, fU rn 3 Z Q J 0- Li / 0 Z w W W Z F-1 t' Z W / _Ln .Q 3 N v u d n. L 1 N 3 0.. / Q1 3 a 0 0 J L a 0 u J L A a tA L N (U Q to -p u d O L d L d J T O 0 Q ti � SHEULCO SHEET Gffr,' LOT 3B BLOCK ONE 15' 1I�I�II _I_ m 14 LOT _3A .BLOCK ONE ZONLNG: C-1 10-0 OLo N N 4 `` SCALE: 1"=30' Z z r-'o co LLI >- W � , \ 1 W > %D %0 \ Z aaa�� sO\ \ Z � XZ)F-r-r- \ \ W cn w cn O� O, \ . \ H Z Z Z Zi >- W Q `` \ ``%J Q m %F- LL i % \ ` `, / \ , %\ • \ \ Zp cl \ \ ` ` `� S7 rd % % 181 AGO GQ,;,s "I \ \ . \ �%% 46 - JOB'• \ �`% \\ �`% 12 g _ LOT 1 \ ``, \ \ �` i L ' t BLOCK ONE \ %\ / i %�� X z 47f . .- �/ O V �..i - / >I w 144 ` go 1I '� FI. -06 2R ACRE DETENTION OF F ii 10 *; A .................... B.J. KLING ,�.�._�.. .-. ��� 24705, os", O Z W W m M lSL 0 GI OEn U K �w Z N to Z a O o of Y o w w o 2 LN a �Y in t, fN O Z (Wn N a w Vi o o cr W g z Z o cn in O ZZ m U M Q Z O J M yr O .w 2 H Q Y� w W W a 1(n 3 � 2 5 � � a=. W W w W w t1 U C N w N N w N M M mo N N u� LJ \ I- OC, to O d Of cli I� M N N M to ^ N SCALE: 1 " = 30' DRAWN BY: BLB APPROVED BY: BJK DATE: 12/20/04 FILE: LEGEND MANHOLE R SANITARY SEWER LINE -SS - WATER METER WATER LINE w WATER VALVE F� FIRE HYDRANT Il-L"nf GAS METER '� GAS LINE G TELEPHONE PEDESTAL ID TELEPHONE LINE POWER POLE a LIGHT POLE UNDERGROUND ELECT. LINE vE OVERHEAD ELECT. LINE - `-'---- CHAIN LINK FENCE -• WIRE FENCE PROPOSED BUILDING- -'��- KEY NOTE <a8> PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE -m PROPOSED WATER LINE PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE - PJE PROPOSED TELEPHONE LINE -FT. PHASE LINE Fm ' ® '. L,_-,o RIGHT-OF-WAY LINE -- ca U x a r- (2 I\ U7 (L In 0 0 (U (U rn 3 Z a J 0- w 1- 0 0 z .Q� w w z u z w c O Ln > 4 3 In a) u d 0- L a) x I N 3 0_ 1-1 0) 3 a a 0 0 J i L a In I c 0 C J I a, > L m >1 i? N L a) c D .11 (U tA 41 u ry L 0- C 0 J ®; 161 o I' k q ; m. . jjho"l � - No I 1 1 �� 1 = � 1.4. *41% 9 iii I - - - - - -- - - - --- Sri►' • .TOWN CENTER BOULEVARD 11 9 11,/ • '+ 3 awe �r �.: ;zµ �Y� a S'y, nerc 1Li.`YL' m : c`S ' tiff,.W. is 0... sue, i� !mac OIL '�I►. �'\ I - - MR m' m ll ' ram]■f�� �m :�� �\�.�-- �..0 �� >t-_•-��_ . -tip r��,. �.. , ,- . .'� I .., � ft �® IR•�Bw; II \� li 11 J� I-IrAftwAft'111111111 •• i ME -- - - WA. i { ►- . �, 1 \'v „ P 5q,2 I© Ii _ w, 7 t�,� -- _ ® ~ R2.5' R5.5' 15.5' TYP 8.0'- 28 r � 10) 196 rYP I r j[� •. J 11-MMI 10FA, - u , •= •. . .J _ ' -- -- - -- -- - - .-- -- -- -- -- -- -- - - - �� r�� - `■ , � , ' . I-, r� i / LU LU - = I- \0 N - 3 / �� ` z w -Qcn � _ ' ,, 149 r / Nei: •. �� M - � X EXISTING 15' PUBLIC EXISTING 15' PUBLIC R20.0" ' i _ SCALE: 1 -30 z D - w � 0. .� r :. UTILITY EASEMENT UTILITY EASEMENT K' - 1-- U U O` a _ _ e_ r �! , -- 192 . . SHEET C1.1 � w Q F- Z \� .' s s1 � 1�: wG I ,' 47 `�� \ ���I SHE \\ � Z - >- I j x 11 173III 183 - 150 K3 i `,LL R2.5 ` 7 . -i Q co " l • _ �` ■ 19.5' , - , _-.:::7-�--v---g- . �11% �\ � . k a !✓ 176 8 R3o.o' 184 r \\ \ �sd ` ``� \ i 140 � c+ \ \ 141 1 //z ce/ i it \� �Y 175 ` -� 23.0' Tv / I \\� �k ` ��f/� ` - 1 ti 19 11l 'o \iG \�� '�/ O \\ Q ? V 144 I11 N ` �' ' �\ In �\ .yam �\ ��� 5`, zyo �, �'✓�. LOT 4 8.7• I 185 ' '`, yin\ ' '` 0 ��\ 2.29 ACRES 9 20.5' 142 186 ano \ , 1�1 \\ ` ` \ 180 I 179 1 y \ ( / III r '\ a \ 27c Og 2o5' 196 II Q® \ 27b �` R5.5' 178 ; `ram ' �� x `26 TYP � `- _ ` \ \ ` O , `� \ IIIi - 5 ° y� ; . 23.0' III \ 1 � II 144 I III x 195 - 28f 80 _ ' � - `. �/ 82.0' 18.0' y r > N III 8.7 31.0' ``� ' c1d 7 .\ ti `' 28e f ,.; j; - gO 20.5' III '� s \\ v ' \ s ~� III Ra5.5' 14 �� 13 ` \ 80 ��' ` �I '' ,,'/ 1 4 ' /'' ' U 173 142E ` \ ` `\ �` w 20.5' \p 81a �� s \R5.5ao [--+ e` Rzs' Bs' \� 197 y ,\ ` 11%a -J 3 i Iz 23. 177 143 \� 172 �� �; No ; 3 y�9 ; 175 ` U w �\ % ,175 , \ �� O / ` \� 142 ,9 '•, as W , , ,` `,` ,� ,. >..j C'� V1 r- f7 L(i NN \ , ;�';vli ..-�.-i:���,..,*�?..L,�.�,-il�l',� -�;' �'�'5`�'.�.- -*.'�::�'j -4.' - \ .1 . 9.0'� U` ./ , �Y' �. E-� m 15s n s y ,� ` ,�' On0l ■ y ■%�' o F= .-' O yO�� \ ; �/ i \ - - ";. - - . , - ..' 7'-.-.'!'. Z. --� - - 11 > G 1 R2.5' - •YP R2.5' ,7\ ;J�0 R2.5 "y BUILDING B ~ 429 �, ' 177 1 I I I I I� I 5.5' C1 s R60.5' �- 31,869 SF ', -- fi.o' PLACE 6"X6"X6 Ill $ WHEELSTOPS AT 18' O.C. 195 FF 312.5 Ill 20.0' ALONG PHASE LINE tO R29.5' Ill �` i .o '- r ,`r t `r Ill ; I I I N_ ' , 196 1 -_51 I i -- 1 I 14 20.0't 6.j 15 1 t I - ,'.. :. Ill i -.-' R2.5• R5.5' I r > 1===x.1 =��1 2 iNA -i - I "Ip ' 141 5 i J _ 30 141 leo177 r 155 30.0' S. r ) it I 19 I t:, � r Y 24.5 i- N I� O 1�k 176 1ti vo 1 \ I s- 197 f L I 7 1 -- o c '� ' - _ '�d O - T - c9 197 i 5^ af W o Z I- 1 d ..T 'CE TF l 18,6� 8�83.' ' 1 i }� a ��P• s �11 195 I J�n OF s4.o' 6.0' .o' 8.7' 3o.s' s'6 I B.J. KLING - .� I! ..I. T A E -Ir _.r i -.r I - .....24705..... I I ( - _ 178 L 190 k 55 Q �- •� A i t. \ r I�• • ` ie --i8*--- -- --I. Q_ �•00 180 \ aQ1o)a' 79 $ fd16 31b i Q 1 - vi P�N178 ` ' 100 , 3 . 1 1 1 W 20.0' - 197 _._ 1 I a OUTDOOR I 31 a ' 1 I w i I I Fes'° o - SEASON 1 , `� - - w � -. GAS : I z 14 20.0' 16 o w 191 4,500 S.F. ; ' Izi ` x m � PLACE 6"X6"X6' ■ ' z 0 '" `m w O ' WHEELSTOPS AT 18' 0-C. i s a \ a'''_��- t- 9 187 � t n v n � Q 1 _ �.. _ ALONG PHASE LINE I I --- 0 �` 177 W a n I i 1 ' SHEET C� O N in ��.`` 195 S� �_ i tea - - _ ® __ I W.-C HEET C1.3 N u' a Z I i y 3 p 0 0 a Q En 0 =Q 11 9 U = z \ 28b I 1 ; In o " ■ 3 _ I Zz�c�Ws9 wr. - - _. ----- -- - - I -- O O F O O W p U 22 195 I� Icn Oo " 30 w \ � � � Y J Y N O F H 1I1I -- -- -- -- -- __ g L) W N S o `f 1 VUi tUn �'- 0 a¢ o �1 \ I 1 1 I Im H �a a �n a 141 ' �` `\ -� \ > ` \ \ \ I �-- , (\ 1 ' w p 0 0 0 0 O O U e 1!\\\\ \\ \ \ n I� 1 Q N � n N n M \1 I1 . N n") h M . n O\f O . m SCALE: 1 pp= 30' i - I " � DRAWN BY: AAP APPROVED BY: SMK ' - `` `` I I I I -I -1 -I I I 1 __ j 1 I i -- ` % I ; DATE: 12/20/04 ` I 1 1 _ ' - FILE: �� ` ; 1 \ I� ,. . \ I 1 R ` ` Of (�j E SHEET '!. ! '_r, .r:f �- \ . \ COI , 1 1 \ \ ■ ` \ \ -- \ -- '-"-`--4.��--��`-".` .--.z " 4 , 13 1 - D C 0 005 , ' ' \ 1 1 / ' / / / \ OL EG ST TIO ! I I I 1 1 14 -6 '9 n 4`. .LO r TS- CE 1 ` %m0v of 4 11 1 .._ 9 6 .-' 10 ` `% - � i I I 17 I�-1ir.p L €'fs. F. 7o l- H U f Rl (U ON 10 0 0 (U \0 IV 0) 3 a z .J IL w h- / z w w z z W / O In 4 U d IL i N tv I N 3 0_ / 3 a 0 O J 0) C L 0- 1 0 U J I L A L fU w In U O L o_ cs .J / LE GEAN D MANHOLE �s SANITARY SEWER LINE WATER METER o WATER LINE w WATER VALVE, FIRE HYDRANT IIJn GAS METER GAS LINE s TELEPHONE PEDESTAL 0 TELEPHONE LINE - 1' POWER POLE LIGHT POLE UNDERGROUND ELECT. LINE E OVERHEAD ELECT. LINE ---- E' CHAIN LINK FENCE -• WIRE FENCE PROPOSED BUILDING > . KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE --PSS PROPOSED WATER LINE Pw PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE -PM PROPOSED TELEPHONE LINE -F PHASE LINE W RIGHT-OF-WAY LINE -- HILTON HOTEL TARROW DRIVE ONE WAY _ (PUBLIC) PROPOSED DOUBLE cCHECK VALVE 0 mx4*-4" VAULT 3.0 -R2. 172 R2.5' 4 R ARE A 1 \ t ®ol v ®� 16 N 156 16 156 173 (� tz 14( . I q I I < U Z 2. Z Z - _1 - - oop 196 II 1.5' R2.5 IR. 5' 141 r; 1 2.5 'Z 187 II t 63 o t _ ► o 11 i i M yam; ;' ` i . r'• 7 - 143 N 186 t FF 309 5 �� M I RCP - _ - - - - - - - _ I s �� _ _ _ ' �� 34c a al 34b 6'� ' 9 I I 15• PASEMENT Lf 6 $R2.5' -- ---___ --_ �_------ - ' �'\ 196 a91 ER 5.5' 0-0 3s" DETENTION 201 Q O / Fi-i RCP=-290.00 1 202 \ 1 - 0 �°r \ / o POND �. f / 197 :-..179 5' 15.0' o, t N-•I (,� 142 175 2a \ ;0. 176 i''cn t y R2.5' O / a / . ~ 201 / \\ \ W? .88 176195 197 186 157 ,,\�Q \\ �` 173 79h ' I ~ 156 1.0 I / Il. :a �- `emu ;<• %�Q\ �0 l86 n R5:5' R2 5'9. O , 8 j56 e R530.0' ,, / 1,, 7 �\ \ o I S�" O , ----- N, is N 196 �� / / �O \i a R469.0' 1 1 I 17.5' R2.5• . 5.5' \ \ ` 1 \�c Y, III , 0'n 1� �.\ \ " R29.5' 180 - 184\0 \ \� `\ , ' - '; 189 c ` ` ao 1 t T r ` 175 , _ ]73 / / \\' I @ �Q A �' 173 , R3.0' p 1 C�• \ \ \ {`• ' jr l J ��" FACE ' ` �\ ` 90 R / t` _�F v i .1762 Q'�E 1!! d ® 184 o S • T. �� r 's \ / Pg�G �' i .• 11,288 S F s. bF4. ' 172 / \ 4R19.5' ,`w ....:......................:....� B.KLING i ................................. .i 23.0' 9 { 35C ,� i \ r `� ./ / ` � ` `; f 24%0J •i 25 a \\ �' t \. =? w E- - - - - - - - - - - - - - - - - - - - - - - - - - TO FACE TO FACE �, z 35b \ \e \ \ 118 �� SCALE: 1 `30• .� lI , TYP o , ,, ` c/'., , .'Oio EXISTINGP 30' RC`: i , + s.o TYP 9'0 i 17.5 R2.5' 1 i 195 i 90 g.8 t r, 178 2 r W 135 174 \ 1 \ 1' 4 O'' ' ' I � I• � W o 66a l��� 176 Ell R2.566b 17 I + ' put pa I;k R, PROPOSED PEDESTRIAN i�l ` i , ,� ' 136 �i! a 1 CROSS WALKFe ` {{ 2.0• 1;; r d I 171 1 I ,��•.� 20. .2 REVISE PEDESTRIAN I 184 , �_ ItCROSS WALK E0 qpgg 162 2.S r 173 TING ADA RAMP TO BE 10 D & REPLACED W MDARD SIDEWALK & CURB. REMOVE PEDESTRIAN w CROSS WALK ZLU LU C® MEMO, O j • . • Vic: 1 ` 1� :r��3i�wu:�I( • � � � ► x�t`di � .1��\Cr: - `•i •F �S 1'} ' L'j& a. c-•xe5p i' .;v +�:r�i�i�i� cm. �sl+s ems•. -,.; 11 R ter• �t� • • F���_Q°W�llA�+il��Tii��..,'Ff��`v_c"lVyS" r]y��i\��r��i1.�•�4 T° .•� � AV►V►�1t� � � _ :�• ` �j F gal'-�'► ♦ �I�®yam �` ® ® '' � 1t � '\ a -�1 � � � ; �\ �► �! • �; x• .. �� .`�• ICI _ �ME qv A -'' R2.5'-"W­� r � • R94.40' FOUNTAIN RADIUS • a � ' r b • U II t RIGHT TURN LANE ACCOMMODATES+ ��- I z z 9•7*'' G �� WB-50 TURNING RADIUS 3 1\ ;` 1 H ( 11 1 1 �: •_ o j m P P DESTRIAN !� I ' ' y� :� \ \� I Y o 199 ^ 1"I rt CROSS WALK �o� -, � � R2.3' g2• a \ y.- i� �l , i ! � i� I ` '" 1 vi 0 a j o w w 19 i I EL W 0 118 _ EXISTING PEDESTRIAN a �.•' , \ U) R25' `ti % �'\ \ \ CROSSWALK 1 • t W U) Q, \� w \ �j �'° ✓ '� 0• , / / ° ` \\ \ �'\ ` / % ♦ '• c91 a \EXISTING TLi RAFFIC SIGNAL & !R w '� w o 'o o Lj L REVISE PEDESTRIAN • • CITY OF COLLEGE STATION 0 w '°9 - \\ \\ " / �bt CROSS WALK , ` '� ' • SIGNAL VAULT TO REMAIN in Nfe� 5 w o w i ��� u ;PROOSD PDRIAN CD pry I CROSS WALK N W vwa vwi w cwn EXISTING PEDESTRIAN CROSSING 1 i \� I �j 0 3 eu id� 6 � ¢ a w w d �,✓, '. 157.}' •jog- K SIGNAL o D. I, �, R�`' Q - 1 177 �O• O V i ®� \\��® R I ABANDON CONTROL VAULT i I el I w o 0 0 0 0 / '� _ EXISTING STREET LIGHT TO BE I W Q M REMOVE I RELOCATED -15' WEST f`l !!•' / 0 \\\ 'A' 1 M M tD I� 01 N_ N N ,A�L \� j\\ EXISTING i j �.v �' � \� \\ @ PEDESTRIAN I ' ' \ -� CROSSWALK I i = ' ENTRANCE ACCOMMODATES . ^ 1 WB-50 TURNING RADIUS SCALE: 1 = 30- �- / BDC -PROPERTIES/CONSTRUCTION INC � I � i - %/ • e`'e C.\\\ \\�- DRAWN BY: AAP -CALLED 4.51 ACRES o\ I _ \ 6298201 STOP \\\�` ING TRArC I , EXISTING CITY OF COLLEGE ( APPROVED BY: SMK 4 VOL. , PG. \ TRAFFIC �9 NOT PLATTD ���, I q 1 - j �` i'-TO ENABANDONEDVAULT I DATE: 12/20/04 --- --- R34 I' FILE: 5 •o EXISTING SANITARY SEWER MANHOLE TO REMAIN o O ,\\�\� *% EXI I G 24• CP SHEET PZ,ANC1. E u I I I , DEC 2 0 2005 �,� L------------- - --- INSET'A' - J COLLEGE STAi/p � / LO r .S IU % \� �. '" OF 4 I- U f co ro 0 In 0 0 (U cu (U rn 3 a z a J n_ W / 0 z w w z LD z Li / 0 tn a rn N u d CL L 0) I N 3 D_ / rn 3 a a 0 0 J rn c La 0 I 0 u J I m L A f tn L / (L w In u b' 0 L 0- a d J 2 WATER <a> EXISTING 12" WATERLINE (C 900, CL 200) ASSUME 4' BURY. O CONNECT TO EXISTING 12" WATERLINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O3 PROPOSED 12" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). ® BANK OF 6 - 2" WATER SERVICES WITH 1" WATER METERS SET AT 4' SEPARATION TO SERVE SOUTH RETAIL LEASE SPACE. PROVIDE 60' OF 4" CONDUIT FOR EACH WATER SERVICE 0 30" MIN. BURY. O PROPOSED 3" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). © BANK OF 5 - 2" WATER SERVICES WITH 1 " METERS SET 0 9" SEPARATION. PROVIDE -20 L.F. OF 4" PVC CONDUIT 0 MIN. 30" BURY. SANITARY SEWER 43 CONNECT TO EXISTING SANITARY MANHOLE TOP EL. = 306.65 EXISTING 8" OUT. = 300.60 PROPOSED 8" IN. = 303.83 ® PROPOSED 8" SANITARY SEWER LINE AT 507. WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF LINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT 0 FL--c3lg.31 309.31. USE DEEP -CUT CONNECTION TO 8" LINE - FL=303.51. 45b INSTALL 49- 35' OF 6 SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 303.34'. FLOWLINE AT DOUBLE CLEAN OUT = 318.9e 309.90: 45c GREASE TRAP TO BE INSTALLED BY TENANT O INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE 6' FIRE LINE TO SERVE SPRINKLER SYSTEM. 45e 45f RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE. 8° PROPOSED 6" FIRE LINE (C 909). STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' A R S 8b FROM B.C.) IN CLEANOUT 0 FL=Z309.31. CONNECT TO MANHOLE AT FL=304.62 O9 INSTALL 4" IRRIGATION SLEEVE TO EXTEND 2' BEYOND BACK OF CURB. 46 EXISTING 8" SANITARY SEWER LINE (SDR 26) AT 1.07. APPROXIMATELY 8' COVER. 10 EXISTING 12" WATERLINE (C 900) AT 5' BURY. <47a> INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 11 EXISTING 8" WATERLINE C 900 AT 5.5' BURY (SEE BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" PLAN/PROFILE SHEET FOR COMPLETE DETAILS). LINE - EL. 293.57', WITH A DOUBLE CLEAN OUT AT BUILDING 12 EXISTING FIRE HYDRANT - 17' FROM B.C. (ADJUST TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. AS NECESSARY TO MATCH FINISH GRADE). INSTALL 46' OF 6" SANITARY. SEWER LINE AT 2.0% FROM 13 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" 47b BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" IRRIGATION METER SET FLUSH WITH FINISH GRADE. LINE - EL. 293.85', WITH A DOUBLE CLEAN OUT AT BUILDING 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. IRRIGATION METER SET FLUSH WITH FINISH GRADE. 15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE 47c INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM GRADE. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.05', WITH A DOUBLE CLEAN OUT AT BUILDING 16a 6" TAPPING SLEEVE AND VALVE AND 20' OF 6" MAIN LINE. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 16b INSTALL 1" WATER METER. 47d „ INSTALL 46' OF 6 SANITARY SEWER LINE AT 2.0% FROM O16c INSTALL 1" WATER METER. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 16d 6" FIRE LINE TO DOUBLE CHECK VALVE ASSEMBLY IN LINE - EL. 294.24', WITH A DOUBLE CLEAN OUT AT BUILDING BUILDING. INSTALL FDC 0 BUILDING. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. i7 INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT 47e INSTALL 46. OF .6" SANITARY SEWER LINE AT 2.0% FROM 2.5' FROM B.C. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 18 .EXISTING 12" WATERLINE LINE - EL 294.45', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 19 PROPOSED 8" WATERLINE (C 909) '(SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 47f INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 20 N/A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 21 O N/A LINE - EL. 294.65', WITH A DOUBLE CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. O N/A 47g INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 23 N/A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL. 294.85'. WITH A DOUBLE CLEAN OUT AT BUILDING O24 CONNECT TO EXISTING 8" WATERLINE C 900) (SEE TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 25° INSTALL 132' OF 6" WATERLINE. 47h INSTALL 50' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 25b INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT LINE - EL. 295.67', WITH A DOUBLE CLEAN OUT AT BUILDING 2.5' FROM B.C. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 25c INSTALL 1" WATER METER. 47'i INSTALL 84' OF 6" SANITARY SEWER LINE AT 2.0% FROM 25d 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO BUILDING - USE'A DEEP CUT CONNECTION TO CONNECT TO SERVE SPRINKLER SYSTEM EXISTING SERVICE LINE - EL. 297.05'. WITH A DOUBLE 25e FIRE DEPARTMENT CONNECTION CLEAN OUT AT BUILDING TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 26 EXISTING 8" WATERLINE (C 900) AT 5' BURY. <T7-j> INSTALL 53' OF 6" SANITARY SEWER GREASE LINE AT 2.0% WITH O27° 3. " TAPPING SLEEVE AND VALVE WITH 15' OF 3" WATERLINE 1000 GALLON (7' X 14') GREASE TRAP - COMPLETE - GREASE TRAP MANHOLE TO MATCH FINISH GRADE. FLOWLINE AT BUILDING 27b 1" WATER METER. - 306.0' - TIE TO SERVICE LINE - 47i. 27c 1" WATER METER. ® EXISTING MANHOLE - REMOVE CONE AND ADD RINGS TO 27d 1" WATER METER. MATCH FINISHED GRADE. FL = 304.50 28° CONNECT TO EXISTING 8" VALVE WITH 6" X 8" REDUCER. 28b INSTALL FDC (DOUBLECHECKVALVEASSEMBLY)WITH 64 49° „ EXISTING 8 PVC SANITARY SEWER LINE, FL = 304.60 6 LI TO SERVE . 49b EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 28c 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO " SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. 49c EXISTING 8 PVC SANITARY SEWER LINE, FL = 304.50 28d 1" WATER METER. 50 EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 28e 1" WATER METER. 309.8 . FLOWLINE NEW 8" IN - 306.92 (NORTH) INSTALL DROP MANHOLE. FLOWLINE EXISTING 8" OUT - 302.0;. ZSf 1" WATER METER 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 29 CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. X 10" REDUCER. (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 52 N/A 30 PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 31 ° 15' OF 3" WATERLINE (SDR-21, ASTM D2241). 31b INSTALL 1-1/2" WATER METER - IRRIGATION. 53 N/A 32° 64' OF 6" FIRE LINE. 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM B.C.) 33° PROPOSED 8" WATERLINE. 33b N/A 55 PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH STANDARD CITY OF COLLEGE STATION MANHOLE(S). NOT 33c 23' OF 6" WATERLINE. REQUIRED FOR BUILDING SERVICE. SERVICE PROVIDED BY 33d O BANK OF 3 - 1" WATER METERS EXISTING SANITARY SEWER STUBOUT LOCATED AT NORTHEAST CORNER OF BUILDING. LINE & SERVICE LOCATIONS 33e N/A POSSIBLE BUT NOT NECESSARY. 33f 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. 33g N/A 57a INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - EL. 309.50 - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP 33h BANK OF 2 - 1" WATER METER. CUT CONNECTION TO CONNECT TO 8" LINE 0 ELEV. -) TO 8" 33i 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE (TO DOUBLE LINE - EL. 308.22'. INSTALL A DOUBLE CLEAN OUT AT CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. BUILDING. 57b INSTALL OF 6" SANITARY SEWER GREASE LINE WITH 1000 33j FIRE DEPARTMENT CONNECTION (5' GALLON 7' X 14') GREASE TRAP - COMPLETE - GREASE TRAP MANHOLE TO MATCH FINISH GRADE - EL. AT BUILDING - 309.5', EL. AT 8" LINE - 305.06'. 34a N/A 57c INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - 34b 1" WATER METER. EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP 3,� 6" PLUG FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT TO 8" LINE 0 ELEV. -) TO 8" ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. LINE - EL. 305.41'. INSTALL A DOUBLE CLEAN OUT AT 35° N/A BUILDING. 35b BANK OF 4 - 1" WATER METERS 57d INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - O35c 6" TEE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE EL. 309.5' - EXTEND 35' ® 2.0% TO EL. 308.80 (USE DEEP ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC- 0 BUILDING. CUT CONNECTION TO CONNECT TO 8" LINE 0 ELEV. -) TO 8" LINE - EL. 305.35'. INSTALL A DOUBLE CLEAN OUT AT 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) BUILDING. 37° N/A 57e INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - O37b N/A EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE 0 ELEV. TO 8" 37c N/A -) LINE - EL. 305.26'. INSTALL A DOUBLE CLEAN OUT AT 38° INSTALL 5' OF 3" WATERLINE. BUILDING. 38b 1-1/2" WATER METER - IRRIGATION. 39 N/A ® N/A 41 N/A . 42 N/A • SITE SPECIFIC ]NOTES 1. PROJECT IDENTIFICATION: z W o N � 151b EXISTING CURB INLET TO BE REMOVED. PROJECT NAME: UNIVERSITY TOWN CENTER W Z w � o o 57f INSTALL 40' OF 6' SANITARY SEWER LINE FROM BUILDING - 82 EXISTING 8' X 8' TRANSFORMER. LOCATION: UNIVERSITY DRIVE W � EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP 151c EXISTING 36" RCP STUB -OUT, TO BE REMOVED. LEGAL DESCRIPTION: LOT 3R (5.85 ACRES) & 4R (4.62 ACRES) OF - W >Q Q cn � � CUT CONNECTION TO CONNECT TO 8" LINE 0 ELEV. -) TO 8" 83° FURNISH AND INSTALL 2 - 4 CONDUIT - 90 LONG AT THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION, - > 11, a LINE - EL. 305.17'. INSTALL A DOUBLE CLEAN OUT AT 4' BURY TO BUILDING. VOL. 2017, PG. 239 & LOT 2 - ONE LINCOLN PLACE, Q ~ w (> O� BUILDING. „ 152 N/A VOL. 690, PG. 175 - 13.31 ACRE TRACT-VOL. 6347. PG. 185 Z x i- 83b FURNISH AND INSTALL 2 - 4 CONDUIT - 100 LONG AT & W z o' ON 4' BURY TO BUILDING. 7.26 ACRE TRACT - SAHARA REALITY GROUP, LTD. VOL. 6078, PG. 247. p Q 57g INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - C� o J X EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP <83c FURNISH AND INSTALL 2 - 4" CONDUIT - 165' LONG AT 153 EXISTING 48" RCP. 2. APPLICANT INFORMATION: J Q CID1-- LL < CUT CONNECTION TO CONNECT TO 8" LINE 0 ELEV. -) TO 8" 4' BURY TO BUILDING. SAHARA REALTY GROUP, LTD. LINE - EL. 305.11'. INSTALL A DOUBLE CLEAN OUT AT 154 GRATE INLET C/O DAVID SCARMARDO BUILDING. 84 FURNISH AND INSTALL 8 X 8 TRANSFORMER PAD. (PH. 3) 155 TRENCH GRATE. EL=308.5. FL OUT=306.2. P.O. BOX 4508 85 . 156 CURB BREAK WITH 2WIDE CONCRETE DRAINAGE FLUME. BRYAN, TEXAS 77805 57h EXISTING 3 X 5 PULL BOX INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - O ' (979) 779-7209 / EL. 309.5' - EXTEND 35' 0 2.0% TO EL. 308.80 (USE DEEP 86a FURNISH AND INSTALL 2 - 4" CONDUIT - 21' LONG AT 156 3' CONCRETE FLUME CUT CONNECTION TO CONNECT TO 8" LINE 0 ELEV. -) TO 8" 4' BURY TO BUILDING. i57 48" RCP CULVERT. LINE BUILDING. 158 30" L. 304.93'. INSTALL A DOUBLE CLEAN OUT AT 86b FURNISH AND INSTALL 3 - 4 CONDUIT - 156 LONG AT ADS N-12. 3. OWNER INFORMATION: -_� 4' BURY TO BUILDING. SAME AS APPLICANT 58 N/A 159 48" ADS N-12. 4. TOTAL SITE AREA IS 20.02 ACRES. ' 87 N/A 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM 88 N/A SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER 5. CURRENT ZONING - C-1 & R-1 59° INSTALL 99' OF 6" SANITARY SEWER LINE AT 2.0% FROM 89 N/A AT PROPOSED DOWNSPOUT LOCATION 6. CURRENT USE -*VACANT BUILDING - USE DEEP CUT CONNECTION TO CONNECT TO 8" 90 N/A 7. PROPOSED USE & IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING, UTILITIES, AND LINE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM 160 128' OF 10" ADS N-12 STORM DRAIN 0 0.8%. VERIZON TO FOLLOW UNDERGROUND LANDSCAPING. BUILDING. FLOWLINE AT BUILDING = 312.0'. ELECTRIC ROUTE - CONTACT VERIZON SITE 59b INSTALL 62 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT FOR CONDUIT AND BURY REQUIREMENTS. 8. A PORTION OF THIS TRACT LIES WITHIN THE 100-YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE . MAP FOR BRAZOS 2.0% SLOPE, FL AT BUILDING = 312.00. END IN DOUBLE 161 EXIST) 5' D B. COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NUMBER 480083, PANEL NO. 0142C, MAP NO. 48041 CO142 C EFFECTIVE 91 N/A DATE: JULY 2, 1992, REVISED SEPT. 19, 2000. THE PROPOSED DETENTION AREA WILL ACCOMMODATE EXISTING FLOODPLAIN STORAGE BY TEN UT 5' FROM BULIDING. GREASE TRAP TO BE INSTALLED 162 :REMOVE OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. & PROVIDE EXCESS STORAGE FOR SITE DETENTION. BY TENANT 92 N/A0 60 PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD 93 N/A 3 N/A 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, CITY OF COLLEGE STATION MANHOLE AT END OF LINE (SEE 94 N/A OV INLET ITEXTENSION RELOCATE TV/CABLE, COMMUNICATIONS LINES, ETC.. SHALL BE UNDERGROUND INSTALLATIONS. PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 95 N/A 164 WE REMOVE RCP SREQUI ED TO RE-INSTALLO, WITH10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRIGATION SLEEVE LOCATIONS ARE PROPOSED ON THIS PLAN. 61a INSTALL 139' OF 6" SANITARY SEWER LINE AT 2.0% FROM 96 N/A COMPLETE JOINT. 11. EASEMENTS SHOWN ARE TO BE DEDICATED VIA A REPLAT UNLESS OTHERWISE NOTED. BUILDING - CONNECT TO MANHOLE AS SHOWN, FL = 303.64. 98 N/A 165 SAW CUT AND REMOVE 90' OF CURB AND GUTTER - TIE INSTALL DOUBLE CLEANOUT AT 5' FROM BUILDING. FLOWLINE AT NEW CONCRETE PAVEMENT TO ASPHALT PER DETAIL. 12. BUILDING AREA: BUILDING = 306.5'. TIE TO GREASE LINE AS. SHOWN. 99 N/A RESTAURANT (W/O DRIVE THRU') 40,716. S.F. INSTALL 119' OF 6" 100 N/A 166 RELOCATE STREET LIGHT 40' EAST. RESTAURANT (W/ DRIVE THRU') 1,400 S.F. 61b FLOWLINE AT BUiLDINGA= 306. 0ARY '. INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP END ER GREASE DOUBLE CLEANOUT 1001 N/A 187 RETAIL 60,262 S.F. FTC w 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY <lg> N/A RAMP AT PARKING LOT - DOWELL 6" INTO EXISTING WALK TOTAL: 102,378 S.F. [� TENANT. AT 12" O.C. 103 N A 1 DIMENSIONS R 3. D ENS ONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED 62° INSTALL 2 - 6" SANITARY SEWER LINE, 62' LONG - FLOWLINE 10 N/A 168 INSTALL 80' OF TREATMENTS AT 24" RCP TO INCLUDE 6:1 SAFETY END AT BUILDING - 306.5. INSTALL DOUBLE CLEAN OUT AT 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUND COVER PRIOR TO CERTIFICATE OF GO BUILDING - FLOWLINE AT 8" LINE - 302.3'. <1§5 N/A OCCUPANCY. ATMOS GAS 169 INSTALL 60 OF 5 SIDEWALK, DOWELL 6' INTO EXISTING r 1 O62b INSTALL 2 - 6" SANITARY SEWER LINE 47' LONG AT 2.0% " WALK AT 12" O.C. � � 30 MIN. BURY ON ALL LINES 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. T^ FROM BUILDING EL. 306.5'. US A DEEP CUT CONNECTION TO 170 TIE NEW 5' WALK TO EXISTING WALK - DOWELL 6" INTO %/ 1 TIE TO 8" LiNE AT EL. 301.9'. INSTALL DOUBLE CLEAN OUT AT 106 EXISTING 4' POLY LINE. EXISTING WALK AT 12" O.C. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH BUILDING. 170b 5' SIDEWALK. EARTHWORK & PAVEMENT CONSTRUCTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING ANY NECESSARY yy 107 N/A UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION & PAVING OPERATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR 63. PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD � DETERMINATION OF UTILITY INSTALLATION ORDER. CITY OF COLLEGE STATION MANHOLE ON EXISTING LINE (SEE 108 TERMINATE 4' POLY LINE 170c 4.5 SIDEWALK. T \ O� PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 109 EXISTING 3" POLY GAS LINE. 171 SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNER WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE O v STANDARDS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICATION. CONTRACTOR IS TO.INSTALL ALL LIGHT POLE BASES, 64a SLOPEINSTAL, FLOWLINE AT BUILDING 106' OF 6" SANITARY SEWER 6.50 CONNECTATO 0% 110 EXISTING 3" POLY GAS LINE. 172 6" REINFORCED CONCRETE PAVEMENT. CONDUIT OPERATION ITH OF PULL LIGHTING G SYSTEM. PULL BOOCTOR TO ECTRANSFORMERS, PANELS OF D L APPURTENANCES ROUTES. CESSARY FOR PROPER 111 INSTALL 10' OF 2" POLY GAS LINE AND SET A BANK OF 5M SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET i73 STANDARD REINFORCED CONCRETE CURB AND GUTTER, METERS AT 3 SEPARATION. POURED MONOLITHICALLY WITH PAVEMENT. 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY !� w TRAP END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE OR RESIDENTAL DISTRICT. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING ARCHITECTURE. TRAP TO BE INSTALLED BY OWNER. 112 INSTALL 20' OF 2" POLY LINE SET METER AT BUILDING. . , _ -. - E-{ ►U 174 STANDARD 6 X 6" WHEEL STOP. 64b INSTALL 28' OF 6" SANITARY SEWER LINE FLOWLINE AT 2.0% <113 INSTALL 115' OF 2" POLY LINE, SET AT BANK OF 5 ANALYSIS � \' I c O SLOPE, FLOWLINE AT BUILDING 306.50'. END IN DOUBLE METERS AT 3 SEPARATION AT BUILDING, 175 12" REINFORCED CONCRETE DUMPSTER PAD AND APRON. PARKING }-1,� `A LYS 1 �.7 CLEANOUT 5' FROM BUILDING. USE A DEEP CUT CONNECTION. 114 INSTALL 130' OF 2" POLY LINE, SET 2 METERS AT REAR PARKING SPACES REQUIRED SPACES REQUIRED O OF BUILDING. INCLUDING 5546 SF 65° INSTALL 103' OF 6" SANITARY SEWER LINE AT 2.0% 115 EXISTING 2" POLY LINE COMPONENT 1: RESTAURANT PATIOS rTl U FROM O GSO � 2QOA(F FOOTAGE ) (SF): 420,860 440,812 BUILDING EL 303.5', USE A DEEP CUT CONNECTION .TO TIE TO INSTALL 45' OF 2" POLY. LINE, SET METER AT REAR OF EXISTING 8" LINE AT EL. 296.9'. CLEAN OUT REQUIRED AT 75' 116 BUILDING. j-`l INTERVALS. TOPS TO MATCH FINISH GRADE. COMPONENT 2: INSTALL 50. OF 2" POLY LINE, SET METER AT REAR OF 25% GSF (SF)= 26.215 27,703 65b INSTALL 66' OF 6" SANITARY SEWER GREASE LINE AT 2.0% 117 BUILDING. TOTAL RESTAURANT (SF) = 50,724 56,676 FROM BUILDING EL. 303.5'. TIE TO 6" SERVICE LINE. INSTALL TOTAL REST. - 25% GSF (SF) = 24,509 28,973 DOUBLE CLEAN OUT AT BUILDING. 117 INSTALL 47' OF 2" POLY LINE, SET METER AT REAR OF BUILDING. O ADD'L REST. SF / 65 SPACES/SF (SPACES) = 378 446 66° INSTALL 106' OF 6" SANITARY SEWER LINE AT 2.0% FROM 118 INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 176 4" WIDE PARKING STRIPS (WHITE) 9' X 20' TYPICAL. TOTAL REQUIRED: BUILDING EL. 303.5 . 11, USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. COMPONENT 1 +COMPONENT 2 = 798 890 TO EXISTING 8 LINE AT EL. 295.64. CLEAN OUT REQUIRED AT 75' INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL 119 INSTALL 61' OF 1" POLY, SET METER AT BUILDING. i77 FIRE LANE DESIGNATION - 8 WIDE FIRE LANE STRIPE PAINTED RED WITH WORDING - "FIRE LANE - NO PARKING - TOW DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE GRADE. 12p INSTALL 65' OF 1" POLY, SET METER AT BUILDING. SPACED MORE THAN 15' APART. PAINT CURB OR PAVEMENT. 66b INSTALL 86' OF 6" SANITARY SEWER GREASE LINE AT 2.0% FROM BUILDING EL. 303.5', TIE TO 6" SERVICE LINE AS 121 INSTALL 25' OF 1 " POLY, SET METER AT BUILDING. 178 HANDICAP PARKING SPACE (VAN ACCESSIBLE WITH UNIVERSAL SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE 122 INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT HANDICAP SYMBOL PAINTED IN SPACE). 67 TRAP TO BE INSTALLED BY OWNER. N/A 3' SEPARATION. 178 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP 68 N/A 123 INSTALL 45. OF 1" POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). 124 INSTALL 45' OF 2" POLY LINE, SET BANK OF 5 METERS AT <1-7 9-> MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR 69 N/A 3' SEPARATION AT BUILDING. STANDARD AS REQUIRED. 70 N/A 125 INSTALL 45' OF 1" POLY LINE, SET METER AT BUILDING. 180 HANDICAP LOADING ZONE - PAVEMENT- MARKINGS 71 N/A COX COMMUNICATIONS - CONTACT ACCORDING TO TAS/ADA. 979-774-2506. MINIMUM 30" BURY. PROVIDE 181 6' WOOD FENCE ON TOP OF 5' RETAINING WALL. 72 N/A MINIMUM 9" VERTICAL SEPARATION BETWEEN 73 N/A CROSSING UTILfiiES/LINES. < 1-82 5' HIGH LANDSCAPE BLOCK RETAINING WALL. BASE OF WALL FURNISH AND INSTALL 2" SCHED. 40 PVC CONDUIT, WITH PULL STRING. TO BE 1' OFF PROPERTY LINE. 74 N/A CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION ELECTRICAL ELECTRIC ROUTE. 182 2'-3" HIGH LANDSCAPE BLOCK RETAINING WALL. 75 CONTACT SAM WEIDO AT COLLEGE STATION UTILITIES 126 N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING 127 N/A 6" DOWELL INTO EXISTING PAVEMENT 12" O.C. TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. <128 N/A 184 HANDICAP CURB RAMP WITH FLARED SIDES, PER ADA/TAS PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" 129 N/A STANDARDS BURY. 185 ROCK INLAY - PER ARCHITECT PLAN 130 N/A Q5> FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. SiGNAGE 186 > BRICK PAVER INLAY - PER ARCHITECT PLAN 3 1'> 300 FT SQ. SIGN - 24' TALL X 23' WIDE - SET 50' FROM 187 4" CONCRETE WALK. 76 FURNISH AND INSTALL 2 - 4" CONDUIT - 40' LONG AT 4' BURY. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 6' TALL CMU WALL. n° FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 132 200 FT SQ. SIGN - 22' TALL X 23' WIDE - SET 50' FROM 77b STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 1$9 6' WIDE X 4" THICK CONCRETE SIDEWALK. 77c FUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. 133 60 FT g Q. MONUMENT - 4' TALL X 15' WIDE - SET 48' 190 FLUSH CURB CONDITION. 77d ROUTE 2 - 4" CONDUIT - 39' LONG TO BUILDING 134 FROM 60 FT B.C. Q. MONUMENT - 4' TALL X 15' WIDE -SET 48' 191 TRANSITION TO FULL CURB IN 27 FEET. 78° ROUTE AS DIRECTED BY OWNER. FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL FROMB.C. .C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. STANDARDS 135 60MONUMENT - 4' TALL X 15' WIDE -SET 65' 78bOFURNISH - - AND INSTALL 3 4" CONDUIT 205' LONG AT 4' BURY. FROM B.C. 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. 1 78c FUNISH AND INSTALL 8' X 8' TRANSFORMER PAD. <-13-'6> 200 FT SQ. SIGN - 25' TALL X 23' WIDE - SET 55' FROM % SLOPE ACROSS BOTTOM TO LOW POINT EL. 291. 78d FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT i37 B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. N/A 194 STOP LINE 4' BURY TO BUILDING AND INSTALL3 - 4" CONDUIT - 84' LONG AT 19 TRAFFIC ARROWS (WHITE). IN CONFORMANCEWITH 78e 4U BURY TO BU 139 N/A AS MUTCD STANDARDS 6" D N IV S HI 79a FURNISH AND INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL STORM SEWER (REFER f0 GRADING 195 RAISED CURB MEDIAN STANDARDS PLAN FOR COMPLETE DETAILS ON THE 7gb FURNISH AND INSTALL 2 - 4" CONDUIT - 414 LONG AT 4 BURY. STORM SEWER SYSTEM). 196 I AL 2' A x L G HT AS .TOP OF SE 79c FURNISH AND INSTALL 2 - 4" CONDUIT - 104' LONG AT 4' BURY JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING TO BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79d N/A 140 STORM SEWER. C7.3. 141 GRATE INLET. <197 INSTALL 2' DIA x 6' LONG LIGHT BASE. TOP OF BASE 79e FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. TO BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79f FURNISH AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' <142 CURB INLET. C7.3. BURY 143 12" ADS N-12. 198 N/A 79g N/A 144 18" ADS N-12. 199 TAPER CURB FROM 6" TO FLUSH IN 36'. 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT <1 Z> 24" ADS N-12. 2_0 0-> DETENTION POND OUTLET 4' BURY. 146 35" ADS N-12. 20i > STORM SEWER OUTFALL EROSION CONTROL 80 EXISTSUITENG CONDUIT STUBBED OUT FROM HOMEWOOD 202 2-36" RCP DETENTION POND OUTFALL PIPES PROJECT.2-4" 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO 81 a-> FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) CURB INLET WALL. 203 AREA GRATE INLET 81b FURNISH AND INSTALL 2 - 4" CONDUIT - 70' LONG AT EXISTING 36" RCP TO REMAIN 4' BURY TO BUILDING (MARKET). 81c FURNISH AND INSTALL 2 - 4" CONDUIT - 65' LONG AT 4' BURY 149 EXISTING 36" RCP TO REMAIN. TO MID POINT OF 5 LEASE SPACE - SET 5 METER BANKS. 150 > EXISTING JUNCTION BOX TO REMAIN. <-8-1d-> FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 151 JUNCTION BOX 4' BURY TO BUILDING (RESTAURANT). .PARKING SPACES PROPOSED PHASE 1: 172 ADA SPACES PROVIDED: 2 PHASE 2: 651 ADA SPACES PROVIDED: 15 PHASE 3: 120 ADA SPACES PROVIDED: 12 TOTAL PROPOSED: 943 PROPOSED IMPROVEMENTS: PATIO USE AREA (SF) AREA (SF) UNIT SPACE/UNIT TOTAL SPACES PHASE 1 RESTAURANT (W/0 DRIVE THRU') 3,300 551 65 SF 1 60 RESTAURANT (W/ DRIVE THRU') 1,400 100 SF 1 14 RETAIL 5,120 250 SF 1 21 . TOTAL- 95 NEW PROVIDED PARKING: 172 ADA SPACES PROVIDED: 2 PHASE 2A RESTAURANT (W/0 DRIVE THRU') 4,692 65 SF 1 73 TOTAL- 73 * NEW PROVIDED PARKING: 186 ADA SPACES PROVIDED: 4 PHASE 2B RESTAURANT (W/0 DRIVE THRU') 31,936 5,401 65 SF 1 575 TOTAL; 575 NEW PROVIDED PARKING: 465 ADA SPACES PROVIDED: 11 TOTAL REQUIRED (PHASE 1 2A & 28): 743 NEW PROVIDED PARKING (PHASE 1. 2A & 2B : 823 * EXCESS PARKING TO SATISFY PHASE 1 & 2 PARKING REQUIREMENT. WATER DEMANDS: GENERAL: TCEQ DEMAND RATES RESTAURANT AVE DAILY DEMAND ....... 18 GPD/CAP RETAIL AVE DAILY DEMAND ................ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD/CAP TOTAL ............................ 13,298 GPD 9.2 GPM ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1.5 TOTAL ............................ 19,946 GPD 13.8 GPM Wm PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 /p�M pia VVMPU TOTAL ............................... 3,324 GPHr 55 GPM *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEG 2 0 2005 PEAK HRLY DEMAND=ADJUSTED DAILY x 4.0 SANITARY SEWER DEMANDS: GENERAL: TCEQ DEMAND RATES Ik RESTAURANT AVE DAILY DEMAND ....... 18 GPD/CAP RETAIL AVE DAILY DEMAND ................ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER LDEVCEOLOLONT IEWED FOR AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD TOTAL ............................ 13,298 GPD COMPLIANCE ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1.5 TOTAL ............................ 19,946 GPD DEC 2 0 2005 PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 STATION TOTAL: 3,324 GPHr RVICEIz *PER BRYAN/COLLEGE STATION . DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK HRLY DEMAND=ADJUSTED DAILY x 4.0 �E OF .TFllIt, B.J. KLING.. 24705 10 iv��:Ji V, 0 W V) z z cn z S T) W W O V1 I-owV1 D_ g Y w O U o zd 6 N w z Y N w o o a N zo a VS 4J Y Y v NL'i w O a c� ZZO I`' {�t� a s Y VV) O Y ZO d % W Q Q Z fL Y O Vl O N O N O N O LU N N � V Ii WW F- O O a a a Y. Y Q N rl a r7 0 00 r E: 1"=30' QRAWN BY: BLB I PROVED BY: SMK JATE: 12/20/04 FILE: i I- t U x 0_ OD IT O \D �r 0 O (U v (t! rn 3 c d CL O L c O U c 0 O L w , L7 z w w w z_ 0 z w , c O > s 3 0 d u 0 L o, >1 tV x I N _p 3 0_ , rn 3 , a 0 0 J rn c L a 0 1 c 0 u J I D, > L a a f to L N > (U to _p u OI 0 L IL c d J W Q U V) 0 O z r ; I p �--- III 2 - 36" RCP r' I / I-'�' - --- I '� 1 _C`_ - _ __�------- I - _ -- -- - - . d i ��p�,/'�-per^O� Op. - ------ ---- ,-'� t i _ '� ����� - _ cab 7. - - %_ `£, i� _.�r�a ^'� �� r _ J- _ to . I , I ; 11 . ' r I / ' i ; ; I , s I , 1 ' y` \ _ t. , I r, c \ + f t \ \ j f \ \ I' y: ` t P. y `\ \ I:r ,� \ �`, ,`,% a ., \ I` , ,I ``` ` _ .\ \ I ,\ , I \ `y , ,, \ \ i1 `. , \ , - . ,\_. _ - l it _ �...-�---� , / . .•V - �I < - i - `=, t -r - - - - "_ f ' ` . . ` / .,,. .7 ">t l'i' r ' ,, I , , I , 1 , :`. .re. . , `.-., ' ',.rR� al. '�: .rc . \�• .,�.- r ; r.' .C'" ,j%.. - ! /.. , 1 I ' i i 1 t , 1. J:r,` I '�t. l!: .(.tc..d r -.. :' .� '.y\ -1 -I-/ .JTi / - ,J.,..;.i \ I 1 .... r._ 0 ..: -,i..: _. •.: :.: . �l . ::'• r .. .. \ ,1 r ) ; %i: �? r '/: : r ." t' r ' / - i '� l • t 1 I 1 1 ; 7- 1 I 1..,:,< �. �• t �� >,. a' 2 I C t ' ' ',' : I \ + , I i ji r r rr.,,I'.:' .'i:, .- ' '::,: r '- / r .i;'. \ 1 1- ,�r.r r. r : -�.r'� r1 ` + '; 1.-. t i i..�. .`t1 'N - r.; / f r I 0' _/ \ ` , ,-- 309 0 J \\ / - =i �',. -' / ' 'I'Q ` - 1. [ _ ti_.; .- ' .i/ t -, ' i `t EROSION AND SEDIMENT CONTROL: 1, / :r, r _ l i r i r"{ i f 1 1r1:�111'\J ,ic \ `f. •�?•J J ;i( ' - .ci \ f- ,,�' J - r r. 1. SILT FENCE / J ` / ' }�' . ` 4 ;. 2. HAY BALES y �, ,O ;� ,t f� \ ti r iT , 11` - / \ // ; 3. GRAVEL FILLED, WATER IMPERMEABLE, FILTER BAGS rF. •:Ip< I .. %,9 /7 ':� f-_: ''. .., .e. 41.r i' !:�tr. ,?'4 .._'. _.. ..r -,r .,:; !'7 _ r ..�.,.� '._r` Lip•• 7' ...'' ri '7 .: :i. .>,.:..::? y \ , / -, 4. ROCK CONSTRUCTION ENTRANCE / " _ 7 ! / ,>�'o ; f , ,C+� ' + • i i <`•� i . rl r _ • . - -,!,^•' 1, r �, ,1 "' t r ,,: ,\ - i r ii'. .A T.� I l( ` ,,. �_' ,, u ' l INSTALL EROSION &SEDIMENT CONTROL DEVICES PER DETAILS HEREON. - , . I " l".;^ I r - . d' f f' r r1•.. f . 0>; r' :r r I � : , ai r 1 , -. iL - - t it.:%' ,.. __ C�...- , f ^ 7 r t i-`1, r1 J �,,.- ."v . ,- C _ IM NT MUS R MOVED FROM SEDIMENT TRAPPING DEVICES PRIOR TO SEDIMENT REACHING 1 2 THE HEIGHT OF TH 1 SED E T BE E / E / _ _ ,� L,r: r . rf T � r DEVICE OR STRUCTURE. / ti , ✓ ,r , , 1 , r ,� ; l ,-- =, ff II, pp. 1 Y I Y-♦..1 r I ; I I i . J 1 Y F • /, ' ,+ J 1 1 `. (, t , f 1/ A f (- ,� ,.. l ; . 1-:7 1 ( 1., r ( f Y f ,.t r I i / ;, r -- _ I; - ! IF SEDIMENT ESCAPES FROM THE SITE AREA, ACCUMULATIONS MUST BE REMOVED AT A FREQUENCY TO MINIMIZE FURTHER I�+ _ . ! w / :.:; V F N WH N R FEASIBLE PRIOR TO TH N RAIN NT. •J" J .. �. f_, 5 ; l ., -i I;: ,:, NEGA71 E E FECTS, A D E EVE E EXT EVE '� a o ✓ s .. T ) `:. }} ' �` ,, �0 F 51 T' FE CE r r , 1 { ti i r t -U., 7.-2 ,,.h _ � N t- r r J' l J ,' t � - , STABILIZATION PRACTICES: it //'x r 't " i s .C'` ''..: I' r , �'i.' i ' u- V :: ., ,�- , --,_: /.,� ,/ -.:T :?`:, - , a It r 1� * ,, ti; r TEMPORARY STABILIZATION_ ALL STOCK PILED AND OTHER DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES TEMPORARILY I �;/,.: <. ?.:,. 1 " Z..:. /:- i. ',:, ,:,. ..:fir I ._;,� : _ _a.c .,IdAt CEASE FOR AT LEAST 21 DAYS WILL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT I O ---�. ,' : ;. _ ) ;:_ AREA. % ' ; i \ , I^ij ' ?':. 1 �: r. < i/' v -. J / '' ,.. , ` I , /� f ' , / jT` e / a / r S / - �. T - t r 1 - , ,: , C"r- ti: i-... r - t J.,� 7f .•�- ;-, ._..,: r. •. t lY 1. r. ��:E. rr, .... .. ,/. + ,.._. ._:._. 1:... .:y4.-..,...:J ...,_: �� i ;>.,.n PERMANENT STABILIZATION. ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE \ ; 1 / ., • -,.t•,- , a HYDROMULCH SEEDED OR SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE \, ; , >;. t ,.W, J LAST CONSTRUCTION ACTIVITY. PRIOR'. TO FINAL SEED APPLICATION, CONTRACTOR IS TO REPLACE TOP SOIL IN ALL DISTURBED \`,` r , , / f i 4 a73 r :. a . p / AREAS AND LIGHTLY COMPACT. ; ; % / y o r sI 7 nj+ Yf .a= r r Ir . 1 f ' i ' i f , ,� 7 -.,O - ft 1 v 1 , �,,.., ,, I { �1: r ' i i i /' I i 1 / ,' i� �'.: Q� I r fib- r' r _ ' l t ' '_ � f f r - '' __ j i f� .,..a•,.� .1,:• i.,,?._....,:. _y ., _, 1. , .,F,',,"i ., - ..,h., - :'...,: 1 r .:.,. k: f , .tv:_ .. -'. �, . , ::.:. u : (1 ....7: - ;,r.:;: HYDROMULCH: TO BE EXCEL FIBERMULCH II W TACKIFIER -APPLICATION RATE OF 2500 LBS ACRE. GRASS SEED AND 1 I , 1 , ;y �'...:::<,..,- ,_.___. r i r -r I . 1- r `a I !� -;;;a/ f ,�, S. :7. Y: ,p.: ! Ir. .� S 7 FERTILIZER TO BE INCORPORATED INTO SLURRY. I ,, ,. GRASS SEED MIX: SUMMER HULLED COMMON BERMUDA GRASS, M N. 85% PURE LIVE SEED ®90 Ibs. PER ACRE. `., I / t ,. c ,.,flj _ t .•.._ _ , - N OMM N RM A GRA MI R V S D ® 90 Ibs. P R ACR I I ' i "'� 1 ,:.:k ' _ + `V ; :• W NTER U HULLED C 0 BE UD SS, N 85� PU E U E EE E E , . + ANNUAL RYE GRASS MIN. 85% PURE LIVE SEED ® i75 Ibs. PER ACRE. N-' . I+ , •:__ .,. -.,... _ _ , \ \ / , , I ,,. -J'. 7 ,_ . .r' I r �: _. J.. - �. •,:. r. /y,r. 7 -.13 .. s 7 .�,� �. ._ 1 1 , / ,- - r ..� - / , FERTILIZER: 3 1-2 RATIO FERTILIZER W SULFUR &TRACE ELEMENTS ®350 Ibs PER ACRE. / r • I li ; i, / i t� ::�_-,,:�y. / _. �f :/ ..� ! r 1^ .-, dam: MAINTENANCE: SHALL CONSIST OF WEEDING FERTILIZING INSECT CONTROL WATERING REPLANTING MOVING MAINTAINING OF / _ � , �;.?- .`t: ... - '` ' f /,,1 I I?i� r- :'- - O. i 7 Ilr7 I - 7 1=�.. _� oo.�'� 7 ,1. r 7 I i). .. T.. EXISTING GRADES, AND REPAIR OF ANY EROSION DAMAGES FOR ALL AREAS WHERE SEEDING AND MULCHING WORK IS ..�I, I L --`:� O , 3�5 :� I COMPLETED. MAINTENANCE TO BE CONDUCTED DURING THE PLANTING PERIOD THRU 90 DAYS AFTER THE WORK IS '�,' I ,� `�� :,$, J �,� r r\ // 00 tti -.I �� . $ _ COMPLETED, INSPECTED AND APPROVED BY THE ENGINEER AND OWNER. �' ' `, ' - ` ' 1 t ' // i r� 2 1 'J: r i , GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF ./ i �� . ' ; / / T, _.... .. ,_ ,..... ....... . . �.. _ ..... T_. T.-_....... 7.._..... . ,,.._.... ., .. .... ,. .,. _ �:,- �..:... , ...ST.i_. _ , . i.,.... J .T,. PP I ATI N RMAN TR NTRA T R I T ARANT / , _ ..,_ i r ,.._ ., . , i 90 DAYS AFTER FINAL HYDROMULCH A L C 0 FOR PE ENT EROSION CON OL. CO C 0 S 0 GU EE ALL / _ ; . ,,.... _ - c.._ :. , ... _ _ _ ,,.. _. _ .,, I. .. _ - _ , .. i - r ,.. , ,.,..,...,. ., ,, :.,.,r! , . , /.... ... / .. _ . / _ r IA s } } r r 7 , P NT D MA R ROWTH AND COVERAGE FOR A P RIOD OF M NTHS. GROWTH AND COVERAGE SHALL BE DEFINE AS /, LA E TE L G E 6 0 D _, I- �/ N r' / t . " t I �- c J / r ` Y 7 ? T f f 1 95% OF THE PLANTED AREA WITH UNIF RM R F AN N H I T WI H NO AR SP T J. i" 1 J J -.,f O COVE AGE 0 GRASS GREATER TH 1' I E GH T B E O S `� 0 1 \ 0 GREATER THAN 2 SQUARE FEET. ! ! �� - r= T 4. ', # -� - - < 4.. S. `r' r - ..,a r _7` .y; !r . i - r �.. .7 . r-. - s r.-. / r. -P - A } ' ' ' , :e:,.. ..l.. . '. II .:-. .,.y , .. r/ 1�4- - �.. Y�1 PROVIDE A SECOND APPLICATION OF SPECIFIED HYDROMULCH SEEDING TO BARE AREAS NOT MEETING SPECIFIED COVERAGE r r ♦ , J -,.:� s_ _.' AS DETERMINED BY THE ENGINEER. SUCH RESEEDING TO BE PERFORMED WITHIN 60 DAYS OF INITIAL APPLICATION AND >> / :t `'%-'` IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT.- ,'�� ; � 3 � `\ r. , �' 4 RECORD KEEPING: CONTRACTOR IS RESPONSIBLE FOR RECORDING & MAINTAINING THE FOLLOWING: -/� {�` ` ' r 1. DATES WHEN MAJOR GRADING ACTIVITIES OCCUR - /�' `� s' r 2. DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE. / ' f s ``\ 3. DATES WHEN STABILIZATION MEASURES ARE INITIATED. ,// I r , �`\ /' ' �� __ ______ O INSTALL TI k)l RECORDS MUST BE KEPT WITH THE SWP3 AND MADE READILY AVAILABLE UPON REQUEST TO THE PARTIES IN PART III.D.1 OF / : " ` THE TPDES GENERAL PERMIT TXR150000. // _ 1 ` �'�, , ' - /•''' . � STRUCTURAL CONTROL PRACTICES: � i�'� 11 INSTALL SED P RARY E �/ � ' TEM 0 ROSION CONTROL TO INCLUDE INSTALLATION OF GRAVEL FILLED WATER IMPERMEABLE BAGS, SILT FENCE AND HAY BALE CHECK STRUCTURES. SILT FENCE TO BE INSTALLED PER DETAIL ON ALL DOWNHILL SLOPES AS SHOWN ON PLAN. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT INTO THE ADJACENT DETENTION POND & DOWNSTREAM CHANNEL RUNNING THROUGH THE CEDAR CREEK CONDOMINIUM SITE AND IS RESPONSIBLE FOR CLEANUP AND CHANNEL RESTORATION IF SUCH OCCUR. HAY BALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING DITCH SECTION AT APPROXIMATE 100' INTERVALS OR AS SHOWN ON PLAN• ..- GRAVEL FILLED IMPERMEABLE BAGS TO;: BE INSTALLED AROUND EXISTING GRATE INLET DRAINS AND MAINTAINED UNTIL (z ' S r R l P r l J N ESTABLISHMENT OF GRASS OCCURS ;IN;AREA-B AND PAVING OPERATIONS ARE COMPLETE IN AREA -A. J PERMANENT STORM WATER CONTROLS: GENERAL LOCATION & DESCRIPTION: STORM WATER WILL DRAIN TO THE EXISTING (UNDER CONSTRUCTION AS OF 06-30-03) PROJECT SPECIFIC DETENTION POND. OWNER INFORMATION: SAHARA REALTY GROUP LTD. STORM WATER DETENTION WILL BE PROVIDED FOR IN THE PROJECT DETENTION POND ADJACENT TO THE SITE AREA. DAVID SCARMARDO ' 1289 NORTH HARVEY MITCHELL PARKWAY OTHER CONTROLS: BRYAN, TEXAS 77803 OFFSITE VEHICLE TRACKING: (979) 779-7209 PROJECT NAME: UNIVERSITY TOWN CENTER CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ONTO ANY PUBLIC OR PRIVATE PROJECT LOCATION: ON F.M. 60 (UNIVERSITY DRIVE) APPROXIMATELY 1150 FEET SOUTHWEST OF STREETS OR LANDS AND IS RESPONSIBLE FOR CLEANUP AFTER EACH DAYS WORK. IF NECESSARY, INSTALL ROCK THE UNIVERSITY DRIVE AND LINCOLN STREET INTERSECTION: CONSTRUCTION ENTRANCE. COLLEGE STATION, BRAZOS COUNTY, TEXAS. LATITUDE: N 30'38'20" WASTE MATERIALS: LONGITUDE: W 96'18'58" ALL WASTE MATERIALS ARE TO BECOME PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED AND DISPOSED OF TOTAL SITE AREA IS: 17.73 OFF -SITE. NO ON -SITE BURYING OF WASTE MATERIALS IS ALLOWED. AT THE END OF EACH WORKING DAY, THE CONTRACTOR TOTAL AREA OF SITE EXPECTED TO BE DISTURBED: 17.52 SHALL GATHER AND COLLECT ALL RUBBISH AND DEBRIS AND STORE IN AN ACCEPTABLE MANNER WHICH PREVENTS MATERIALS FROM BEING BLOWN OR OTHERWISE REDISTRIBUTED ACROSS THE SITE OR ADJACENT LANDS OR WATER COURSES. EXISTING SITE CONDITIONS: LAND USE: VACANT HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF AS PER LOCAL OR STATE REGULATIONS AND LAND COVER: GRASSED, SOME BRUSH IN ACCORDANCE WITH MFR'S SPECIFICATIONS. AVERAGE GROUND SLOPE: 1% SCS CURVE NUMBER: 77 TIMING OF CONTROLS/MEASURES RATIONAL 'C' FACTOR: 0.35 >INSTALL SILT FENCING. RECEIVING WATERS: TRIBUTARY TO BURTON CREEK; BURTON CREEK >HAYBALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING CHANNEL. SOIL INFORMATION: >INSTALL ROCK CONSTRUCTION ENTRANCE. NATIVE SOILS CONSIST OF CLAYEY SANDS & SANDY, LEAN CLAYS >DISTURBED AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS ARE TO BE STABILIZED UNIFIED SOIL CLASSIFICATION SYSTEM: CH, CL, & SC WITH HYDROMULCH SEEDING OR BROADCAST SEEDING (AS PER PLAN) NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.,' POST DEVELOPED SITE CONDITIONS: >DURING CLEARING/GRADING ACTIVITIES;:. SEDIMENT COLLECTING AT CHECK STRUCTURES AND SILT FENCE SHALL BE REMOVED AREA -A: LAND USE: RESTAURANT AND RETAIL SPACE AS IT REACHES y2 THE HEIGHT OF THE• STRUCTURE. SCS CURVE NUMBER: 96 >ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE HYDROMULCH SEEDED OR RATIONAL 'C' FACTOR: 0.88 BROADCAST SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE LAST AREA-B: CONSTRUCTION ACTIVITY. LAND USE: VACANT-REVEGETATED W/GRASSES (SEED+HYDROMULCH) SCS CURVE NUMBER: 77 INSPECTION OF CONTROLS: RATIONAL 'C' FACTOR: 0.35 IN THE EVENT OF FLOODING OR OTHER UNCONTROLLABLE SITUATIONS WHICH PROHIBIT ACCESS TO THE INSPECTION SITES, NATURE OF ACTIVITIES: INSPECTIONS MUST BE CONDUCTED AS SOON AS ACCESS IS PRACTICABLE. CLEARING OF EXISTING TREES & BRUSH (AREA A & 8); SITE CUT/FILL OPERATIONS, CONSTRUCTION OF CONTRACTOR PERSONNEL FAMILIAR WITH THE SWP3 MUST INSPECT DISTURBED AREAS THAT HAVE NOT BEEN FINALLY MULTIPLE RESTAURANT AND RETAIL SPACE, CONCRETE DRIVE & PARKING AREAS, CONSTRUCTION OF STABILIZED, AREAS USED FOR STORAGE OF MATERIALS EXPOSED TO PRECIPITATION, AND STRUCTURAL CONTROLS FOR ASSOCIATED STORM SEWER & UTILITIES. EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. SEDIMENT & EROSION CONTROL DEVICES SEQUENCE OF MAJOR ACTIVITIES: MUST BE INSPECTED TO ENSURE PROPER OPERATION. VEHICLE ENTRANCE/EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING. 1. INSTALL SILT FENCE AT DOWNSTREAM LIMITS OF CONSTRUCTION AREA -A AS SHOWN IN PLAN . 2. INSTALL ROCK CONSTRUCTION ENTRANCE INSPECTIONS MUST BE CONDUCTED AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN TWENTY FOUR (24) 3. CLEAR SITE n HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. 4.INSTALLATION OF HAYBALE CHECK STRUCTURES AT ENTRANCE OF 2 - 36 RCP 5. INSTALL SILT FENCE AS SHOWN ON PLAN THE SWP3 MUST BE MODIFIED BASED ON RESULTS OF INSPECTIONS, AS NECESSARY, TO BETTER CONTROL POLLUTANTS IN 6. EARTHWORK: SITE CUT/FILL, GRADING OPERATIONS OVER ENTIRE SITE RUNOFF. REVISIONS TO THE SWP3 TO BE COMPLETED WITHIN SEVEN 7 CALENDAR DAYS FOLLOWING THE INSPECTION IN () 7. CONSTRUCTION OF SITE STORM SEWER & UTILITIES 8. CONSTRUCTION OF SITE PAVING &BUILDING ACCORDANCE WITH THE TPDES GENERAL PERMIT. 9. AFTER ESTABLISHMENT OF GRASS, REMOVE ALL TEMPORARY EROSION CONTROL (SILT - FENCE/HAY-BALES); RE -SEED ALL AREAS NOT HAVING PERMANENT GRASS COVERAGE AS A REPORT IN ACCORDANCE WITH THE TPDES GENERAL PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AND RETAINED AS DEFINED. PART OF THE SWP3. / 2 F.M. 60 F i I ., r \ d i i X\\ a a \ ,. Y / / Y \ , . r , r I ` / \ /r .,' \ Y / t _ \ / / \ 7 Y T r 7. • / 11 [,� \ .,"` N \ \ \' \ r _ �, { \I \ .�,, + 1 ` \ t 1 CONSTRUCTION ENTRANCE/If,XIT. I \ \\ \ I \ �-\ N % TRAP - SEE DETAIL .,. \ \; �\ I ` \ \ ``y \ I I ! i r r �'�' J r J C'���' 1 J 1�1 � r v F' J 1�1 1 'IL- �r� �'�' I r v - _�' ''''''- -\ \ \ 4• YIN. � F 1 " 1 r 1 ,�.r 1 S is 1 I , 1 1 1 DRAIN TO SEDIMENT } TRAPPING DEVICE PLAN SO' YIN• 4' YIN. z U' W NON N _��_--- ' __. T SCALE: 1"=60' w z z �- r, W ^ 1 1 G E Z� Q w U) -1 `r ilYy , '4L , k, I'� i Z Z Lu Q / I I J Q m� r- , , LL ' I 1 `/ 'T r`` ! 1 `^ r _ I ` , r '_ / J �,1 ` i ! r , ! ` 0 y µM CERTIFICATION OF COMPLIANCE WITH - FEDERAL, STATE, AND LOCAL REGULATIONS B' YIN. FOUNDATION COURSE 6' W N. THIS EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH CURRENT: CITY OF COLLEGE STATION DRAINAGE POLICY, CITY OF COLLEGE STATION STORM WATER POLLUTION PREVENTION POLICY, EPA REQUIREMENTS FOR STORM WATER DISCHARGES PROFILE NOTES: ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES GENERAL PERMIT, USACE 33 CFR, & SECTION 404 OF THE CLEAN WATER ACT & TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES) GENERAL PERMIT No. TXR150000 AS ADMINISTERED BY THE TEXAS COMMISSION ON ENVIRONMENTAL 1. THE LENGTH of THE TYPE 1 CONSTRUCTION EXIT SHALL BE 50' MIN. QUALITY (TCEQ). 2. THE COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A SIZE OF 4' TO a'. NON -STORM WATER DISCHARGES; -NONE EXPECTED- ENT VEER. PROACH TRANSRIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE 4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT, OR OTHER MATERIAL AS APPROVED BY ENGINEER. 5. THE CONSTRUCTION EXIT FOUNDATION SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE MAINTENANCE/INSPECTION PROCEDURES 6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED BY THE ENGINEER. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES: TXDOT TYPE I -CONSTRUCTION ENTRANCE/EXIT >ALL CONTROL MEASURES TO BE INSPECTED BY CONTRACTOR AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS -AND WITHIN TWENTY FOUR (24) NOT TO SCALE HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER F-40 F\0 >MAINTAIN RECORDS AND REPORTS ACCORDING TO EPA CONSTRUCTION GENERAL PERMIT CHECKLIST. K e��f >ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER WITH REPAIR BEING INITIATED WITHIN 24 HOURS OF REPORT. D�> >BUILT UP SEDIMENT SHALL BE REMOVED FROM CHECK STRUCTURES AND SILT FENCE WHEN IT HAS REACHED )/2 THE HEIGHT OF THE STRUCTURE. DISCHARGE ONTO >SILT FENCE AND HAY BALES TO BE INSPECTED FOR PROPER INSTALLATION AND THAT NO PIPING OR UNDERMINING IS OCCURRING. STABILIZED AREA 1 : ;'r t'.• / >TEMPORARY SEEDING TO BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND COVERAGE - RE -SEED AS NECESSARY (VEGETATION, ROCK, ECT. :.. xcl >PERMANENT HYDROMULCH SEEDING TO BE INSPECTED PER GUARANTEE. ' '.. \ '•"' 1 � ' SIGNATURE FOR RESPONSIBLE FOR (NAME, TITLE, &DATE) (COMPANY &ADDRESS) CLEARING TEMPORARY CONTROLS & STABILIZATION PERMANENT STABILIZATION (RE -VEGETATION) 2 � -�� , -1 , EXISTING DRIVE - PROTECT DURING CONSTRUCTION IN /' /r f,' I 1 L__________ , , IJ� d a z 0 Z� w a c7 � o a a �W OU �W W O E� O F� DIRECTION OF FLOW T-POST DRIVEN 24' SPACED 6' APAR7 SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH +'`,♦��. 6'X6'(mox) WIRE MESH FASTENED TO T-POST .am V.. OF ri-f II 4' MIN-� * •.*� ...:....... ..... ......:.... �8. OF FILTER FABRIC TO EXTEND � INTO A TRENCH AND BE ANCHORED io B.J.. KLING WITH COMPACTED BACKFILL ••••••................ J l: .* 2470 ::0'. i I a' I TOE OF SLOPE I i'�,� SILT FENCE INSTAL ATION NOT TO SCALE 1'X2" WOOD STAKE v 2 PER HAY BALE WIDTH I- d Ix HAY BALE O N DIRECTION OF (j 0 STAKED AND ENTRENCHED FLOW j� HAY BALE -50 LB (V COMPACTED SOIL TO I 4, PREVENT PIPING �tuv b "'j.�l�'li NOT TO SCALE 1w- ' fief � ��/ � A\ Iafh 40, DEC 2 Q 2005 �0 SCALE: 1 " = 60' L GEND• J PO�-I-;e� A,�, ot,. %/%�j DRAWN BY. JNP °; N�„�" �00 YEAR FLOODPLAIN �L"111.L/.� APPROVED BY: AAP _.. - - 2 - ��� DATE: 12/ 14/04 1 AREA OF CLEARING/ AREA J OF SOIL DISTURBANCE ti . FILE: I N UND H N. LEVEL - LENGTH AREA OF IMPORT \ PER PLAN MATERIALS STORAGE SECTION D-D AREA OF HYDROMULCH NOTE: COMPACT BERMS) TO 85% STD (ASTM D-698) APPLICATION SEDIMENT TRAP WITH LEVEL STABILIZED OUTLET• HAY BALE EROSION CONTROL NOT TO SCALE ............••••• 50 ENVIRONMENTAL BUFFER • • - • •'• • •'• •'• •'•'• •`: SILT FENCE . , SHEET f • F- A U d. 0 N_ N CU to 0 0 (U 0 M O� O 3 .a U w w z -1 0_. Lo Z A Of LD z w w z Z w / 0 _L 4 3 N N U d CL L N N I N 4J 3 rn 3 a 0 0 J O) L L 0- 0 c O U J I a, L A tn L / (U w In -N U 0 L 0_ d J + INDICATES CHANGED DESIGN GRATE INLET DATA INSIDE DIMENSIONS PIPE FLOWLINES INLET # LENGTH WIDTH FL IN FL IN FL OUT GRATE 13 5 3 18"-305.17 24"-304.67 EJIW V-5636 14 4 4 12"-303.04 EJIW V-5636 16 5 4.5 30"-305.45 30"-305.45 PER DETAIL 17 5 4.5 30"-304.71 30"-304.71 PER DETAIL 18 5 4.5 30"-303.97 30"-303.97 PER DETAIL 29 1.67 40 US-306.00 DS-305.00 EJIW V-7386 41 5 3 18"-304.63 PER DETAIL 42 5 3 18"-303.64 24"-303.14 PER DETAIL 44 5 4 36"-306.37 EJIW V-5670 45 4 4 24"-308.32 PER DETAIL �k 46 6 1 3 487-300.60 48"-300.40 PER DETAIL REFER TO INDIVIDUAL GRADING PLAN SHEETS FOR STORM SEWER PIPE SIZES & LENGTHS EXISTING SPOT ELEVATIONS TC=310.26 FL=309.76 PROPOSED SPOT ELEVATIONS TC=308.92 FL-308.42 PROPOSED GRADE BREAK — — — — — PROPOSED STORM SEWER STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION .PROPOSED DRAINAGE DIVIDE ®®®® (DISTINGUISHES BETWEEN AREAS DRAINING TO EXITING HENTON/LINCOW DETENTION POND OR PROPOSED UNIVERSITY TOWN CENTER POND) PHASE LINE 0 U W N Ix � U 0: COMMERICAL COMMERICAL DEC 2.0 2005 A z CD UJ O N W }' LU z j .o .o Q > W Q coo Z � Q wON00 xD L1 Cn wcnZo�ON L7 z o }Wx Q m ~ '� E Olt H z a CLW 0 O J 0 Z Q z Z U W W N Z W � ui W _.I — of Z(n(nQrZ3p0 O d azLD_j°� UOOOOO jay C7 w V) NZ N w Y y O •-- N 0_ 0_ wwgwz�-d- ==00_� 0 W o_0_D-c 0 a 0000000 w W W W W W (_n(_n(n(nV-f_n(n �j �j �j ;� �j �j O O O ](0 O OOW0 � Ot7 �- N r7N N 1� 00 0 SCALE: 1 " = 60' DRAWN BY: AAP APPROVED BY: SMK DATE: 02/24/05 FILE: GRADING PLAN SHEET M I 3 3 SCALE: 1 "=30' \ LE GEIN D \\ ice/ � �• / p0� \\ \ `\\ \ i TC=30J,.' i FL=3 \ TC=302.35/ :XISTING CONTOURS - - - - 304 - - - - 'ROPOSED CONTOURS '309 :XISTING SPOT ELEVATIONS TC=310.26 FL=309.76 'ROPOSED SPOT ELEVATIONS TC-308.92 FL-308.42 'ROPOSED GRADE BREAK - - ROPOSED STORM SEWER = _ TORMWATER RUNOFF FLOW DIRECTION ROPOSED INLET/JUNCTION DESIGNATION HASE LINE A 9M. M; z VI W CIJ O Nco t f J w Cj w z > �LuQ�� ��'6 z: x51 W�Wcf)Z01� z z awa J a co t11 • a r, e .S ��.MIN 400 ru� .� / • 1 / 1 : / Qom` Y _ ��` // © I 308.09 �� � f3a� �y '� . • E • • ,�TC-,M7.7 � �..��1� .1V • � Si it Alm 'h•�"'`$'t.S. a:� i•a i.'� •�f �' . Z�.+i�... •{�'`+.'... ai.. � ate.-. �..'�+f! -- - • : 1 di�rS�:M':��'v.S�'}.'�:?c:v� 5i`•t�'is'c•irh�?�^FiG:issr+ztW'sx'T7w�'.s•:_S:iks.'v:.�?.�.a::iw'.i+dcs�i3i+.i r � ',`,l • ' • .0•� J.i l.T: ...r.1 11 I lw 'y.• .. loom _- ?•?�[•�c �"'�JR � ' � `fit- - a� •` Inn �1e:r •'• �-� / 1 /-__� \ ` � k- •� ' `' •. ,;r-ter- ♦ `' `S • • / i� i 1 is ''V'01u'i-,y. RS' •'fJ 1 ,' r. - � � - - I - / - [•S,1 � �iY It•L�] ,`y''t4' `'' ' �'� !r 1 �t`� '�'r'�' -� ,��i� � . .,.'+'�'" �, ` Pm - •I � I • j � ���""`�`rt�{. �<.\ • [s a • acts. . ` �_ � .♦�� � _:�,;:��• "��;� . ni'q��" y. •/ ` �.. :�� ,tea •' .. a9.. BENCHMARK: SQUAREl s�t.y`kf'uttii _ ,/� rtiz: ru;, .�x�'•4`��i r•� y.,.•rc �e �i.l�.d , � CUT IN BACK OF CURB:Y�;w-� uca,,rt ..:x:,�i; s.._� �i. i�• - �_ �•�Y.>> ,.i„`'�-'• .':N�r.'` i ` - .'l•Y:'.i..[ �'' •:..'G.+,sv�".t•'.Zy�*., :.1��.. .c,. ! 'C� tom, ;S�Fs:?.^t"-•':t�C rTTr`.1_:; .'it+i: ' ay� _ ,laSSx`:.,.:t_ z a� .t •-J.4?�=- - .i"•^,}•.?•' '`:"u`,?;' i_�\ b"' �r4 tj � ` � � • I �"' � r� i z�'-•tom �I ► /C'I of ��lii�,�r�.jlpv M NMI f►,,���.��►�,�.i► �� �-r:,'.,i�.w'• _ e ` �Q, .:ir'�'� :,ro.••u+17,'". . �( � - :,.• 1rftM � - •. l•�➢i4�� / I�I - �� - �►.4a� ���,�-0: ..%�� ; 3 ,r z,; `� c • �'• • ' / ��� ,,,�i���w ��ti •�,a,�.�`''` _ - • the � J1- 1• W ;g,_ 1;• _..._...._,.,..�,�� v - - - �-- i� � "; �������:..• � :. • - � fit. , � \. FF,_K• ,r •�'�1R1�ti �� l �. ! a, IIIII�IN� ai r, ` �.' r, UCCE �y`3�Etn. cat.. salt w�a:+ k �� _ �JI� c 1 1 fLilkTn� " • * c, .. J4i lµ �I ' \ ♦DEC 2 0 2005 .. 1 i.� • .� _ � ���N�L I •[531" ! �� is y�. � `-��r,. `- � \, ai 'fir •� �-v � ` �''' *: � � .21 ON 14, emmmp �{6j f r^ - �� ♦".s•'k'iy _ ' \ ` .•Si7`" ' ;{s , 1 +•�•��� -• - 4a II �i�0••sS• iJ ' JJ • ��I Yi hF' H •.� Y ♦ Tn}, :J JF.`i �� � `i j l • ._ale ' `�' �5 �!.,r � '•n a"' �i�f+•�ffA � 1 1 1 1 .�•y..� I �' elrv�r�� - '� ems. � \ t �x� ` �j �M1 �,��.. _ I '� . ?fin c •� 35 L Os 21 1-9-'IIIIIIIIIII � •4• • � .-, �� v!3? - 1 =d �w• • �'z�'i�it�i�i�e�uiie �:_ _.rr .. _ :a _ �` ��`� 3. MR- os C. MAN - - --------� � �_"�Y jai' - �'���� /M�r-" ,• ��; ' • \ ��; �� �s '`. r.nir• 1s rd.t'-.i'�'•r ;,i • • ' .-� �I_ 1 I 1 J a •' ! '�`::hCr�Lu C.:.7..ca-e r,Lr3.. -- __ __ ���"Q i • 1�fi - • ' t• i I. � • 3u •7F+ � i> ' . ♦ •• •• - raw 1 �� Syr•{=���•.�i1t��� ��w I - 1 -r``` .. •7 P 31250 r :�Y':::'�:�'.'. ��:J.�r'."•3YXi\;1:Ji2•:'.,'�'�i�.Yil:�.:�. 4►'t :' �7+3�!1.is"�fa'.. g.3�f"7-,..►s • i �,1" � Nei iiiiN+ � r _. • • . L /• k • • ,ter; I _ •:1 ';yG r•+ :i:.97y7..� • , � 1�, �Y,:ti'.:;;erii4:�k?hisiiF�tei-;�F'?Y•i�?i;:.:,?:a:J54%s•�C••, .c5 3C'�,:\s �.?FX''1h1Fv�!'s`s5:-Y7.''la�'!r$;W'e,:'�!l�a�� / • 1 I •/ N 0 AN .33 00 1 Z3 t O FL=313.37- C D (1144 L 18' ADS TC=3 C=3 3.50 C= 1 ® 0. 5% Cm3' }-- I GRADE 3BR1EAK7 L =3 3.00 G DE BR - WLI E FL= 11.74 F = za I C-31 .84 F 40 1 " AD 3 ® 0.75 TC 3110 1=L=314.34 L FL=311. 2 ►d `(0 Cim 6 Cm3 . 5 ®=3 j 3.50 FL= 1 12.1 0 W 18.6 I FL=313.E-9 M=312.50 FL=312.00 =3 C=313 1 I =3 5. 3 . FL=314.22 FL=312.71 fL=314.63 I � I - CD I 1 ' TC=3 5.74 T Q3 9 �=315.24 I = FL=315.44 C=3 5 FL=313.20 C••' t i 4 o h: • w r.x q• i ` • �/17 \ c � • mil• OF Z4, k.t...............:.......: * . B.J. KLING �► •24705 - ;2k- p O O � U z L� U)Q Z lil Q N Q W W Z 0< O a p p p WNN d �jl Nn LL Nn 1.f. O O O FW O 00 N "t N N - SCALE: 1 " = 30' DRAWN BY: AAP APPROVED BY: SMK DATE: 12/ 14/04 FILE: GRADING PLAN r- A U n. N 0 ch N rn 0 0 Oj 0 cro \ m 0 3 Z J d Lo Z A 0 / 0 Z w W z 0 Z W 10, O Ln > 4 3 N u d a. L N a, N 4' / rn 3 / Q O 0 J rn i 0 u .J r L A 4� IA i Ql > D / o' tA i� u 01 0 L d d J 2 BENCHMARK: SQUARE CUT IN BACK OF CURB ELEVATION=318.83 E 311.18 310.58 U • • :ItSu,�•� 6�; ARCIA�S.(•yti v m . • E FL=313.1a, if'+L•.°t["�'.T.'fi l( {r r.F-. Ci iivtil•i� t r 16 '14.92 'I i 7 ' - - • 1 x; F - 6.35 :e• . :.,>;'a��;:+��,sus;•��J:�wr•.���•..,�!rar:,�Mt. i'1� I =3 =313.60 0� u L1! i TC=313.94 d - FL-313.44 I ml TC-313.91 _ w FL=313.41 ITC-313-84 FL--T313.p4 I I i A J i _ / FL=3113.00 1 -c 1• _� a-•• ��i � Ij.�4 I�t\i i tt I�►t ♦ t � t 3. 7 vp- TC=310.38 .00r4AV7p TC=311.6, ID � - `' �1f�iinnLL•�L- di i� �1".""`r �. �,�, �I_' -� .�- a . ac , � • =31 • :•� Kam.. •iI'` / ;� `w`tl^� :c • - � , . � gZ,a;,,: c. „� .;� s„ �s �! ,. ,-�� . - tom• ' li `� a �r�: Ind n-/nn �,►�- �..�.�:aa.�r;�;' � ,• D A: �- 1/ RYE / tt W17 -'�Il s. - • u. r' III%I IIIII ��q�1 �IfINII�I1 U 1 . 10.56 FL-310.71 Lul •• ' � (•H�SL•1f�1 i �ta�ur.R•z• � MINE '• I- 1 If G % _ i�� -c / - • •: -Ym- - a� j1 • / 1 1 ti I��.-. +� . -S � Inn � . 1 : U / `�`��, = = A � • � • � 1 1 1 �• - / -- ►���ttti�-��lt�ti�ta4 • tin--- '' - � -- G - -- % _- - � _,, i�r� �_ / 1 • .� . ' �.,r�,;!.�►I-a�� : ' � - ,1lI��Innnnnnnl ' ' - • --- --- - -- -- - -•.-:'alp ' ��_ J "_` �����r " • 1: n '_�}�.�.. � - 1 • - • • •'�r_n+iih..�'.LSiG'�tT8.i3�.t�`c^?ii e'7�u=`.y.,c''t:^jl a?.S'S�' - T{�''z`-�•.-u�y"_3 t�i',,�59= ,Jii'�' r �� .t. ' • ril r • l - �_ _--•� �/ /!//� - I All � Inl {� • • / 4; i • 1: :1 ` " _ _ � p' ,�" i _ •' • fir., � � � �^!i<'ii�•�.d'kf•�����*A�P•�'w?�R.L�i��fe'�- r`•�+�is'XS£.:1'T..CroL?;S �'+"' � 1 • 11 I nl� • • •t �i 1-1 I ^� • - ..t Mitt y �� .46 � CD \ u Z N � N � � W co O._ \ , SCALE: 1 "= 30' W w ei\ \ LL I in H (n Z 01 0% PC\\ _j >< 1\ J co \ L EGG E 1\4 D >____ EXISTING CONTOURS - 309 - - - - �j \ PROPOSED CONTOURS 309•��• EXISTING SPOT ELEVATIONS TC=310.26 \ TOft0F PAD=311.17 FL=309.76 \ PROPOSED SPOT ELEVATIONS fL=308.42 PROPOSED GRADE BREAK \ \� PROPOSED STORM SEWER = _ .97 ( \ -3 STORMWATER RUNOFF FLOW DIRECTION►� \ PROPOSED INLET/JUNCTION DESIGNATION \ \ \ PHASE LINE \ TP=311.49 \ \ v L50 \0 H y \ z �. �' TC• �311.16� \ TP=311.48\ \ O L� =3 0.9 '\ TC=3 C=312. N FL=311.90 FL-311. 'T'11' \ TC=3 6 o t4 FL-31 6 VA p=311.64 { v ADS 42 24" TG=312.00 ®1 % Iye% G= 08 50 12 FL-30 �/ 2 3v � I FF-312.50 / :312.32 =3 r,0 i ,\p': 1 =3 2.46 FL=312. * TC-312. 4 % B.J *.::....... KLIN G' *' ... \ •• . � l' I •:�i C=3 24705 0 TC=312 �0 FL=311.20 FL=311. 0 32 C- 12 O0 Z FL=311.50 i ' Zz � - 'W m FL=312.11 TC=31 TP=311.65 FL=31 r C= 3 5B FL- 13.0 0 6 6� TIN- I A O �v FL-313.44 V)ck� w Q IL co= Z N 39 v¢��' 01- U) r- W Z Z Q Z r Q - g0_V)N W -iOL-1Q --..... cn sr, 0 0 0 W ui 0 Lli !�21 >_ -4 0000 Ir ►`''-0000r0 E �nnto SCALE: 'HC 0 DRAWN BY: A APPROVED BY:. St 7a, t wlou k ' ' �F•..Y DATE: . 01 / 17/ FILE: GRADING PL SHEET .00 �." uo% 3 5.50 11 OF 4 F- M U 10 to c L9 0 0 ()) P,D (U 0 3 z a J a 0 z ca Q / L' z w w LA z 0 z w / 0 tA .4 3 0 u, U d OL a x o, 1 N o_ / D1 3 a 0 0 J 0) L L a t 0 U c J 1 d L G N L Ol (u 0-1 to U a, 0 L d J t I EM } 5F 5 1 �. I I to Y FF=309.50 to 3. z ' } X0 0 f -I_I m EO OSW=08.50 I ci 1 �_ 6 \ \'A"=3 .63` w } ;-�{ 7FL 36" ADS } ELEV=29 .00 o `I Ld } R73.50' E W > ` i R94.00' r 32 LF 2-36" EXISTING 00.65% SLOP 48 LF -360 C DS FL= 289.90 ®0.98 SLOPE 2-36" RCP FL=303.63 US, FL-290.10 DS FL 290.2E - - - - - - - - us FLU 90.67 DETENTION AREA POND FLOOR ELEV=295 xS1. 36" C ,/ \DETENTION POND OUTLET -SEE DTL SHEET C7.1 ELEV=289.90 MAX / INSTALL 36 x30- -CONCENTRIC RCP TEE AT I ( FA. PIPE END. BRANCH ELEV=POND FLOOR=295 ILLJI/ UN 0 B FL ELEV OF TEE=290.67 I INSIDE DIMS: 11.5 4 >- �'OP OF GRATE=30 1 j I / �OX FL=290.10 I I y FL 18" S O I E=295.00 II __ 1 ` -�\ 19y�° 1- Of ITel Fl =30"5 S S S FL-t .50 . 308.7 ` ' I TZ 308 28 1 a I}' •. ' ; 307.78 I FL�B 2 _ = 08.78 \ It t I-L- =308. I C=308.46 TC=308.29 kip p I I I EOSW=3 6. 307.96 FL=307.79 �,, _' p A EOSW=3 6. C • 308.55 l TC=308.38 ► L _ - J FF=309.50 '. FL=308.05 FL=307.88 r:.�• i I 1.0% I Q 0 .� OJ 1 it Y G cr=305.00 aE 6 TC= 7.22 I I �' zl �� o CD FLU 72 I I J 8.4 o C=30 OS =309 46 ro II. OI U_fL=308.78 . O�0 B. TC97.46rw I Y AREA = S09 �6y L C-.309-27 m FL 308.77 C1309.36 I I 1=308.86 =30 .14 ETC=308. 7 1.0% =30 .64 -10 IN 1 � TC�318.67 98 s t� FZ_0. 3 50 �\ yTC=310.44 /�• �.� I94 ...-- Y 09.67CD f r ---r� ��3pg•95 01 / 1311.64 114 _ / TC= 1.0 L:--L:--! ��% F0 1. 3 -50i FL�311 • / �� 3118 OF Rp�AP= � =3111 11 IP I2" FF=309.50 / o FL 39 =3 .35 A FL=308.85 w , FF=309.50 �3 •3$ E� 0 ' � �0 � �{'��` ' \. tu (� \, G� ,y08• 'L �� O / L s DETENTION POND VOLUME REQUIREMENTS / Elevation Area Volume Volume Sum Volume Sum / (ft) (sq.ft) (cu.ft) (cu.ft) (ac-ft) ------------------------------------------------------ '�� 60 295.00 15674 .000 .000 .000 510 S.�O• 296.00 15691 15682 15682 .360 i 297.00 15707 15699 31381 .720 298.00 16882 16291 47672 1.094 299.00 18340 17606 65278 1.499 300.00 19858 19094 84372 1.937 301.00 21437 20642 105015 2.411 302.00 23075 22251 127266 2.922 303.00 24777 23921 151187 3.471 1 304.00 26541 25654 176841 4.060. 305.00 26552 26547 203387 4.669 306.00 26565 26559 229946 5.279 307.00 26578 26572 256517 5.889 308.00 26578 26578 283095 6.499 FL 276 10 308.45 Cn - G BREAK Fi=312.11 TC= FL- C=313.58 ,,-J� FL= 13.E 6 /GAP 6 / ( Tfl=_ 1 d Q g F Cam°% 2 �,�'S°g•• / �� g / 10 • �� xcQ vb 1-0 �\ \ �N STORM SEWER EXTENSION NOT PART n ?HIS PROJECT • �2 a\ 4�N K �.\ kX X G F'L=313.44 V01 SCALE: 1 "=30' LEGEND II EXISTING CONTOURS - PROPOSED CONTOURS 309 EXISTING SPOT ELEVATIONS TC=310.26 FL=309.76 PROPOSED SPOT ELEVATIONS TC=308.92 FL=308.42 PROPOSED GRADE BREAK - - PROPOSED STORM SEWER = _ STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION PHASE LINE t TC=313.89 FL=313.39 D TC-•-3Y4:2 wV - FL-313.75 C=3 5 =3 8 FL=3 .07 =314:00 ETC-313.21 FL=313.50 C=3 __ FL=312.71 FL=313.98 C;=-s 5. TC-313M FL=314. FL-313.35 C= 4.58 TC=31 50 / \ FL-31 00 / 15.50 - OT TC=3 / R=313.11 / / / / / / / C� z w o N Z ,N � F, N I.I_I w ,�op z J aaU) �waaom lZ 5 x���r w U) C> 0% z z }WQ Q m~w -1 itf �-OF \ i *:' .• . B.J. KLING . , 24705 i Apo \ z O \U \\ z�� O v)Lr O Jz L O Lu Lai a \ z U Lj o O z L p~e (n0 OZF- ( )) I aw�iQzUj f oNwritHUa0L W L)0 LIU= b xao0JQWi 0(ntf)D. 00(If t / w Q O 0 w W L >>wwwLLli t <QQ(Yx(nl Lr) L0 L0 I 00 00 0 0 0 LLI 0 SCALE: 1 " DRAWN BY: A APPROVED BY: SI DATE: 12/ 14/I E IE TM'f \ \ \ FILE: GRADING PL SHEET DEC 2 0 2005 \ COLLEGE STATION \ COLLEGE ` \ \ C3- / F- A U z 0- IT v (U 0 to (D 0 (U m \ v CD 3 i t` I rn J Q H W a / 0 z W W z L7 z W / 0 .4 3 ti 0) U d IL i a, a/ I N _P 3 0- / m 11 0 O J rn L CL V) I C 0 U J I a, L C4 a •1� L 0) / (U in -P U a, 0 L OL d J r u xi o'bro� an a+ CSmo-FF L[6 COOL .59 Ulm C ol�c+ m�+� xoo. m �LcL rOCLmCO DYsa VAV L nm t 4-- m 0 L0 00 mm L �00� a momis o �fii?o N LFmF+" GNZ] mzo0 Jr .-L m O i�0 M ,(I REINIF PIPE RUNNERS REQUIRED PIPE Unit Length varies PIPE WALLMUM MLNIMUM AO.D. REO IREMENTMIN S LENMINIGTH REQUIRED' RUNNER SIZES SINGLE MULTIPLE NOMINAL O.D. I.D. I 24" Max L. D. HICFNLSS O.D. TAPERED (S in/ft IMAXIMW SLOPE OF UNIT Pif Lo SDo of 24' Max (Dslope cs shown elsevrhe-e in the pions. Slope of SafetJFRCP END of pipe) PIPE PIPE DIA, Ru�" 6:1 or flotter is required for vehicle scfety. (If O Cement stabilized bedding and backfil shall be 12" 2" 16' 16" 0.07 CIRC. s:t 4'-0' No Yes, for )2 pipes 3' STD 3.500" 3.065. 0" I I in accordance with the Item, 'Exeavat'on and 12" - 2Backfill for Structures% Bedding and beckflll b a IL Safety Pipe Ruiners II shall be can subsidiary to the Item 4" "Sofety iS' , 2 /a' 1 19 /2 19" 0.07 CiRC. 6:1 5'-8' NO Yes, for 3" STD 3.500" 3.068' (if recuired) x..l End Treatment'. When cone-ete riprap >2 pipes 30" - , , is "pealfled around the Safety End Treatment backfill shall be as directed by Engfnccr. ---b- (D he top 4' of vold between Precast End Treatments T 16" 2 %2" 23' 21 1/�" 0.07 CIRC. 6:1 !'-S' No Yes, for �2 p;fos 3' STD 3.500" 3.OE8' shall De filled with concrete Rip -op and snail be o, I a c a, considered subsidiary to Safety End Treatment. E 'n. i d e 3 ( Clear. cistance between pipes shall be adjusted 24- 3" 30' 27' 0.07 CIRC. 6:1 10'-6" No ro >2+pTDes 3" STD 3.500" 3.068' a to provide for the minimum distance between c ° io a, safety and treatments. 30" 3 %2" 3T" 31' 0.18 CIRC_ 6:1 12'-1' No Yes 4" STD 4.500" 4.026' Ia F12" 4" 44" 36" 0.19 ELIP. 6:1 15'-4' ' Yes Yes 4• STD 4.500" 4.026" PLAN VIEW - 12" THRU 24" ` 4 1/2" 51 41 �/2" 0.25 LL1P. 611 18' -7" Yes Yes 4" STD 4.500" 4.026" 149, -^ - O Optional r o Step Slcpe� Top --ace of Rlprop .. i 2. Mitered Face of Safety End Treatment Scfei Pt HLnner (lyp)(If required) y1 t I I slay e lD / �O u a I I 0 na i I Flowline L------ ------- tl _ -a- 01, -Pipe Wall Thickness (Min) 2'-0Min• LONGITUDINAL ELEVATION - 12" THRU 24" 12" P'pe O.D. Minimum 12" (Typl Wail Thickness (some as Pipe Diol ot '>c " -i f6 Min 1 1 SECTION A -A MULTIPLE PIPE INSTALLATION D is Safety Pipe Runner rI" Ya" Galvanized jo Steel Bolts with Washers and Inserts X4. j/l" Tn Insert a� INSTALLATION DETAIL FOR SAFETY PIPE RUNNERS (If reoui'edl -P i,D.rp ,^ rL �4" Galvanized Steel Bolts SafetyPipe with Washers and Inserts I1� Runner -� 1 Top Line of r� Safety Pipe Runner ofa 74" Threaced ;p� Flowline q� , Insert - - -e�� M a �Ia Pipe Wall Thickness (Mint OPTION A Pipe Dio �(L Y4' Golvenizec Steel Bolts Safety Pipe 1 with Rcshers and Irserts Hunncr ` Top Line of 1 Safety Ptoe Runner 7j' ThreOdea 'o °• •. '_° FloW1 inc Insert - o• Pipe Wall Thickness (Mint OPTION B END DETAILS FOR INSTALLATION OF SAFETY PIPE RUNNERS (If required) GENERAL NOTES: Precast safety end-reatment for reinforced concrete pipe may be used for TYRE I: erd treatment as spec'fied in Item "Safety End Treatment'. When Precast Safety End Treatment is used as o Controotor's alternate to mitered RCP Ri will not be required unless noted otherwise on the plans. ' ro PP All precast concrete n sections h II nn f +r in accordance Pecos coceeedsec osso be ouocued accodoce with Item "Rein°orced Concrete Pipe Cuive-+s" and in accordance with ASTM SDecif;cctien C-76, Class III. Wall B for circular pipe. Precost concrete end sections shall be provided wftn a spigot or bell end for carlD Y Otib'Ilt to upstream or downstream era conditions with s,ffi 1 r4 annular Space to allow fo mortar, cold oppIied osp h It joint compounc or pre -formed plastic Casket rloteridl. Methods of IIfting shall be provided by the nonufocturer for ease of l000Tng, unlocdino and instollotion. Pipe Runners ore designed for a traversing food of 10,000 LOS at yield as reconnendec by Research Report 280-2F, "Safety Treatment o' Roadside Parollel-Dro'noge Structures", Texas Transportation Institute, Mcrch 1981. Pipe Runners shall conform to the requiremersfs of ASTM A53 (Type E or S, Grade 6), ASTM A500 (Grade 8), or A7I 5LX52. All steel componen+s except reinforcing, shall be galvanized after fcbricat Ton. Galvanizing damaged during transport or construClion shall De repaired in accordance w'th the spec'fications. Texas Department of Transportatlon Brtdge OfvJsfon PRECAST -SAFETY END TREATMENT TYPE II - PARALLEL DRAINAGE PSET-RP M--et•psr_dUn Jim. RLk lco F.LR ear JTR JTxnai Oxmoer 2CO3 ora.nrcr vraal aid m"set sren f!fair�rlL CIJ Art 2YtP0 SECT /M MIfJ111' THREADED CAP 1-1 TEXAS MU.T.C.D. R7-8 & R7-8A 2"GALVANIZED / STEEL PIPE SET IN 8"DIAX2'-O" DEEP CONC. PARKING b� '9) Sz00-WO FINE 5'-6" HANDICAP PARKING SIGN NOT TO SCALE T-POST DRIVEN SPACED 6' APA DIRECTION OF FLOW SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH '(max) WIRE MESH EKED TO T-POST •"8' OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL i 4" SILT FENCE INSTALLATION Wr TO SOME *NOTE: SEE PLANS FOR SPECIFIC BOX DIMENSIONS DETAIL IS CENTER LINES 6.,� O.D. + -0. 6" STD. CAST IRON MANHOLE COVER 2'-0" MIN. 5'-0" PER PLAN PER PLAN AND FRAME (24"DIA) 1 •-6" 6" 36" DEFORMED TIE BARS ALLOWABLE CONSTRUCTION JOINT FA 6" 6" / NO.4 BAR 0 24" O.C. SEAL WITH JOINT SEALANT - - - - NORMAL METAL KEYWAY PLATE N TRAVERSE SLOPE / \/ 6" - \ 1 \ 6.. �.. . as 18" MIN//\\//\\// \/ 04 BAR 18" O.0 CURB . • ^ \/\ s` ,e W , 2" CLEAR // DEPRESSED \ \ \\ \\\�\\�\\/�\\�\\\�\\\�\\ \ \ \\� 6' 6' TRANSITION FOR GUTTER SLOPE •' GUTTER DEPRESSION 3MPACTED SUBGRADE 6" 6" CO P ACTTED //• AUME . o SUBGRADE 11 I �16"I�- 6' REINF. CONC. PAVEMENT SECTION NOT TO SCALE INLET PLAN THROAT DETAIL #5 BARS 12" O.C. B.W. #4 BARS 6" O.C. E.W. 2' CLEAR WIDTH CONCRETE TOP SLAB GUTTER TOP OF CURB w i 6" 181, 1 NORMAL GUTTER LINE DEPRESSED GUTTER LINE � l 90 ' r INVERT SHAPING CONCRETE FILL #4 BARS 12" O.C.E.W. SIDE WALLS & BOTTOM SLAB 6" COMPACTED SUBGRADE---'- NOTES: SECTION A -A 1. CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE INLET ELEVATION 2. TEST CYLINDERS TO BE TAKEN 1 PER 1000 SY OF CONCRETE PLACED. NOTES FOR RECESSED CURB INLETS: 3. ALL TRAFFIC IS TO BE EXCLUDED FROM PAVEMENT BY MEANS OF BARRICADES FOR 1 FOOT RECESS -TRANSITION CURB INTO INLET WiTH 8' BACK OF CURB RADIUS AND SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. FOR 2 FOOT RECESS -TRANSITION CURB INTO INLET WITH 12' BACK OF CURB RADIUS 4. SUBGRADE-AND LIME STAB. BASE TO BE COMPACTED TO MIN. 98% STANDARD PROC. (ASTM D 698) FLUSH CURB INLET REINFORCED CONCRETE DUMPSTER PAD NOT TO SCALE (i 2m THICKNESS) NOT TO SCALE / 6- 6- 6 LIME STABILIZED BASE *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" WIDE, SPACED 2" APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" (SHEPLERS OR EQUIV.) IN COLOR USING AN INTEGRAL COLORED CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. PER C.Y. E 2" 2" *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: / LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1 /4" TO 3/4" WIDE. SPACED 2" APART). GROOVED AREA INDICATES LIMITS / OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" 25' R. (SHEPLERS OR EOUIV.) IN COLOR USING AN INTEGRAL COLORED EXPANSION JT. & NOTE CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. 1/2" SMOOTH DOWEL 1. ALL PAVEMENT SURFACES SHALL BE BROOM FINISHED PER C.Y. W/CAP 0 12" O.C. PERPENDICULAR TO PEDESTRIAN TRAFFIC / FLOW. SMOOTH BAR DOWEL (/2'x7' d 48'.O.C. DOWEL TO BE OILED / �8s 4• (MIN. DEPTH) REINFORCED ORa . N0. 40 SAE CONCRETE SIDEWALK 6" TO 12" / EJT & DOWEL AS (D GENERAL NOTES EARTHWORK NOTES z W O N_ CV Z 5 co (V N 1. ALL PUBLIC INFRASTRUCTURE TO BE DONE .IN CONFORMANCE WITH CITY OF COLLEGE STATION'S 1. AN ESTIMATED 1s,s0D CY OF SOILS MIXED WITH CONSTRUCTION DEBRIS IS TO BE EXCAVATED PRIOR TO CUT/FILL W w 'D 00 STANDARD SPECIFICATIONS AND DETAILS. W i- ` .O .p OPERATIONS. APPROXIMATE LOCATION IS IDENTIFIED ON THE EXHIBIT PRODUCED BY CSC ENGINEERING 12/23/04. Z LL1 Q < U) -1 _1 00 QUANTITY AND LOCATION IS APPROXIMATE CONTRACTOR IS TO - o0 F EXCAVATE HAUL OFF AND DISPOSE THE INTENT 0 THIS PLAN SET IS TO DESCRIBE THE COMPLETED WORK TO BE PERFORMED UNDER D S OSE OF ALL > 2 THE CONTRACT. UNLESS OTHERWISE PROVIDED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, SUB -SURFACE, BURIED CONSTRUCTION DEBRIS TO THE ENTIRE EXTENT OF DEPTH ENCOUNTERED ON -SITE. R IS UI U) w SUPPLIES, TOOLS, EQUIPMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION AND ASSUMED THAT 30% OF THE MATERIAL EXCAVATED IN THIS AREA WILL BE USABLE FOR SITE FILL. Z � x 5 t- i\ � COMPLETION OF THE WORK. W� W 1n Z 0' C, 2. PRIOR TO PREPARATION OF SUBGRADE AND ANY FILL OPERATIONS, THE CONTRACTOR MUST STRIP AREA TO I- 3. PRIOR TO JOB CLOSEOUT, A SET OF "AS -BUILT" CONSTRUCTION PLANS MUST BE SUBMITTED TO THE EXISTING, STABLE MATERIAL AND SHALL PROOF ROLL THE SITE AREA TO LOCATE UNSTABLE OR NON -UNIFORM Ur Q J CITY OF COLLEGE STATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF AREAS. AREAS OF IMPORT OVERBURDEN MATERIAL EXIST ON SITE. THE MATERIAL WITHIN THESE AREAS ARE Z Z } W "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & ASSUMED TO BE USABLE FOR CONSTRUCTION PURPOSES.. CONTRACTOR TO REMOVE VEGETATIVE LAYER ON OVER Q m F U_ SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL BURDEN AND STOCKPILE WITH TOPSOIL. CONTRACTOR TO REMOVE TON SOIL LAYER EXISTING BENEATH OVERBURDEN -I PIPING AND .OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. AND STOCK PILE. CONTRACTOR TO OVER EXCAVATE UNSTABLE OR NON -UNIFORM AREAS, REMOVING AND REPLACING � MATERIAL WITH NATIVE FILL MATERIAL COMPACTED TO 98% STD. PROCTOR (ASTM D-698) AT A MOISTURE CONTENT 4. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND DEBRIS REMOVED SHALL BECOME OF -1% TO +3% OF OPTIMUM. CONTRACTOR IS TO INSURE THAT ALL SUBSURFACE DEBRIS HAVE BEEN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED .FROM THE SITE AND DISPOSED OF IN COMPLETELY REMOVED. ROLLING EQUIPMENT SHALL CONSIST OF PNEUMATIC TIRED ROLLER WITH GROSS LOADING A MANNER SATISFACTORY TO THE OWNER & ENGINEER. TO BE AS NECESSARY TO PRODUCE SURFACE LOADING RANGING FROM 5 LBS/SQ IN. TO 20 LBS/SQ IN. 3. FILL MATERIAL TO BE A UNIFORM MATERIAL WITH PLASTICITY 15<PI<30. FILL TO BE COMPACTED TO 98% OF THE 5. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON MAXIMUM DENSITY AS DETERMINED BY ASTM 0-698 AT A MOISTURE CONTENT OF -1% TO +2% OF OPTIMUM. FILL CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY KLING ENGINEERING AND SURVEYING FROM CITY & TO BE PLACED IN 6" LIFTS. INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN -POSITIONS MAY NOT REPRESENT AS -BUILT POSITIONS. 4 ALL OF THE FILL MATERIAL TO BE USED IS AVAILABLE ON SITE. 6. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO 5. TESTING OF FILL MATERIAL• OPTIMUM -MOISTURE/DENSITY RELATIONSHIP TO BE DETERMINED FOR FILL MATERIAL AT Q r RATE OF ONE SAMPLE PER MATERIAL ENCOUNTERED. IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE CONSTRUCTION OF WORK ELEMENT AFFECTED. OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE TAKEN AT A RATE OF 1 FOR EVERY 4000 SF FOR EACH 6" OF COMPACTED THICKNESS. UPON COMPLETION OF ^ 3 ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGROUND FACILITIES. EACH LAYER AND PRIOR TO COMMENCEMENT OF THE NEXT LAYER, CONTRACTOR SHALL NOTIFY OWNER & K.E.S. GJ CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA AND AND AWAIT APPROVAL OF THE COMPACTED LAYER TO PROCEED WITH SUBSEQUENT FILL LAYERS. NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL 6. ASSURE POSITIVE DRAINAGE ACROSS ENTIRE SITE AND ALL REGRADED GRASSED AREAS. POSITIONING OF ALL PIPELINES EXISTING UTILITIES, AND VI INS WITHIN THE PROJECT AREA WHETHER L D SERVICE LINES ETHER ANY EXCESS MATERIAL WITHIN THE LIMITS OF .UNIVERSITY TOWN 7. CENTER PROJECT IF PLACE N IT HA SHOWN ON THE PLANS OR NOT AT LEAST 48 R PRIOR TO CONSTRUCTION. CONTRACTOR -I T MAINTAIN D O SITE. SHALL BE +IOU S 0 0S O STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES AND LINES, PERMANENT AND PLACED ON PREPARED GROUND (CLEARED/GRUBBED/rOPSOIL STRIPPED) AND COMPACTED IN PLACE TO 98% TEMPORARY UTILITIES.. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, STANDARD DENSITY (ASTM D698) AT A MOISTURE CONTENT BETWEEN -1% AND +3% OF OPTIMUM. PAVEMENT, ETC. AS A RESULT OF CONSTRUCTION ACTIVITIES. S. TOPSOIL TO BE STOCKPILED ON ADJACENT 7_47 ACRE TRACT OWNED BY SAHARA REALTY GROUP LTD. WITHIN THE 7. CONTRACTOR TO CONTACT DIG-TESS ®800-545-6005 96 HOURS PRIOR TO CONSTRUCTION. SPECIFIC FOLLOWING APPROXIMATE DIMENSIONS: WIDTH=160' x LENGTH=270' x MAX FILL HEIGHT=12'. LENGTH TO BE ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES. SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED ORIENTED PARALLEL WITH WITH PROPERTY LINE. SILT FENCING TO BE INSTALLED AROUND ENTIRE STOCK PILE PERIMETER. CONSTRUCTION AND AN EXISTING UTILITY, CONTACT KLING ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION. 9. FINISHED GRADING: A 6" LAYER OF TOPSOIL IS TO BE PLACED IN ALL AREAS TO BE REVEGETATED AND LIGHTLY 8. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC RIGHT COMPACTED. CONTRACTOR IS TO INSURE ESTABLISHMENT OF VEGETATION (EXCEPT SITE SPECIFIC LANDSCAPING) OF WAYS AND iS RESPONSIBLE FOR CLEANUP 1F SUCH OCCURS. CONTRACTOR IS TO INSURE NO FOR ALL DISTURBED AREAS. ALL AREAS ARE TO BE NEATLY GRADED TO DRAIN. STOCKPILES WILL ONLY BE CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS ALLOWED IN DESIGNATED OFF SITE STOCKPILE AREA. OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS TO W MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR r , ENTERING EXISTING STORM SEWER OR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN �1 EROSION CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED. PAVEMENT NOTES 9. ALL DIMENSIONS AND RADII ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1 • THE DRIVE AISLES AND PARKING PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH W RECOMENDATIONS CONTAINED IN THE PROJECT SOILS REPORT PREPARED BY CSC ENGINEERING FOR 00 10. MINIMUM BURY FOR UTILITIES: PHASE 1. E" i VERIZON - 2' BURY 2. CONCRETE SHALL BE 4000 PSI, 28 DAY STRENGTH PORTLAND CEMENT CONCRETE TEST CYLJNDERS UNDERGROUND PRIMARY LINE - 4' BURY SHALL BE TAKEN 1 SET OF 3 PER 100 CY OF CONCRETE PLACED OR A MINIMUM OF 1 SET OF 3 v UNDERGROUND ELECTRIC SERVICE - 2' BURY PER STRUCTURE AT TIME OF POUR. GAS - 3' BURY 3. SUB -GRADE SHALL BE LIME STABILIZED WITH TYPE A, HYDRATED LIME TO A DEPTH OF 6" SUFFICIENT WATERLINE - 4' BURY W O TO PRODUCE A MINIMUM pH OF 12.4 1N THE LIMED SOIL IN ACCORDANCE WITH TxDOT STD. SPEC.: ITEM #260. APPLICATION RATE SHALL BE ASSUMED 6% BY UNIT WEIGHT OF THE SUB -GRADE FOR 11. CONTRACTOR SHALL INSTALL VERIZON 2-4" AND COX CABLE 2-2" SCHEDULE #40 PVC CONDUIT IN BIDDING PURPOSES. MECHANICAL MEANS SHALL BE USED TO INSURE LIME IS THOROUGHLY MIXED IN U SAME TRENCH AS ELECTRICAL, A MINIMUM OF 1' ABOVE ELECTRICAL CONDUIT WITH 6" "CAUTION" WITH THE SUB -GRADE. COMPACT THE SOIL/LIME MIXTURE TO A DENSITY OF AT LEAST 98% V) TAPE. STANDARD PROCTOR (ASTM D-698) AT A MOISTURE CONTENT BETWEEN 1% BELOW TO 3% ABOVE Cn O OPTIMUM MOISTURE CONTENT. IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE TAKEN AT A SITE SPECIFIC NOTES RATE of 1 FOR EVERY 250 SY FOR EACH 6" OF COMPACTED THICKNESS. O W 1. CONTRACTOR SHALL COORDINATE WITH VERIZON FOR EXACT DESIGN & INSTALLATION OF 4, CONTRACTOR SHALL EXCLUDE TRAFFIC FROM CONCRETE PAVEMENT BY MEANS COMMUNICATIONS CONDUIT OF BARRICADES AND SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. 2. CONTRACTOR SHALL COORDINATE WITH COLLEGE -STATION ELECTRIC FOR EXACT DESIGN & INSTALLATION 5. CONTRACTOR SHALL NOT START ANY CONSTRUCTION IN ANY TXDOT RIGHT-OF-WAY UNTIL A TxDOT ` y OF ALL ELECTRICAL CONDUIT & TRANSFORMER PADS. PERMIT HAS BEEN SECURED. U iLOt 3. CONTRACTOR SHALL COORDINATE WITH ATMOS GAS FOR EXACT DESIGN & INSTALLATION OF ALL STORM SEWER NOTES Q �; ON -SITE GAS LINES. r 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL PRIVATE UTILTIES AND FRANCHISE 1. STORM SEWER MATERIAL SHALL BE AS FOLLOWS FOR THE FOLLOWING INSTALLATIONS: UTILITIES WITH EARTHWORK & PAVEMENT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING V NECESSITY, .FURNISHING & INSTALLING ANY NECESSARY UTILITY, LIGHTING OR IRRIGATION CONDUIT PRIOR TO REINFORCED CONCRETE PIPE (RCP) CLASS III, ASTM C-76. TONGUE & GROVE U SUBGRADE PREPARATION & PAVING OPERATION. CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF UTILITY HIGH DENSITY POLYETHYLENE CORRUGATED PIPE W/SMOOTH WALL INTERIOR, ADS N-12 ..� INSTALLATION ORDER. MARK ALL UTILITY STUB -OUTS AND CONDUIT ENDS WITH 4" PAINTED PVC EXTENDING 4' CONCRETE FOR STRUCTURES (INLETS, CATCH- BASINS, JUNCTIONS, ECT.) MIN 4000 PSI-28 DAY STRENGTH ABOVE FINISHED GRADE. CONTRACTOR SHALL INSURE THAT THE FOLLOWING UTILITIES: STORM SEWER, WATER, W SANITARY SEWER, GAS, TELEPHONE AND UNDERGROUND ELECTRIC AND CABLE TV ARE INSTALLED AT THE 2• N/A 1. ELEVATIONS SHOWN IN THE PLANS AT ALL CROSSINGS. 3. TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 98% STANDARD (D-698) UNDER AREAS TO BE � PAVED, OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED FOR O 5• CONTRACTOR SHALL FURNISH & INSTALL ALL NECESSARY CONDUIT W/ PULLSTRINGS, SWEEPING BENDS, ECT. RCP INSTALLATIONS. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 95% STANDARD (ASTM Z U FOR OF PARKING LOT & STREET LIGHTING. RUN ALL NECESSARY ELECTRICAL CONDUIT SO THAT THE LIGHTS ARE D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 24' OF THICKNESS. BACKFILL 0 OPERATIONAL WHEN WIRING IS PULLED. COORDINATE WITH OWNER'S ELECTRICIAN. MATERIAL TO BE PLACED IN 6" LIFTS. CONTRACTOR SHALL FURNISH & INSTALL ALL NECESSARY CONDUIT FOR SITE IRRIGATION SYSTEM AND RUN ALL 4, ALL STORM SEWER FLOWLINES (IN & OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. NECESSARY CONDUIT SUCH THAT EVERY PROPOSED LANDSCAPED AREA HAS IRRIGATION SLEEVES TO THEM. CONTRACTOR SHALL ADJUST FLOWLINES TO MATCH THE FACE OF THE INLET BOX. 6. THE EXISTING GROUND TOPOGRAPHY SHOWN IN THESE PLANS IS BASED ON AN ON THE GROUND SURVEY 5. CONTRACTOR IS TO USE SILT FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL FILLED CONDUCTED' SEPTEMBER 29, 2004 (BASIS OF ELEVATION -CITY OF COLLEGE STATION GPS MONUMENTATION). THE PERMEABLE BAGS AROUND INLET BOXES (AS NESSECCARY) TO PREVENT SEDIMENT FROM ENTERING CONTRACTOR MUST INSURE THAT ALL SUBSURFACE DEBRIS HAVE BEEN COMPLETELY REMOVED. STORM SEWER SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION, CONTRACTOR IS TO CLEAN ALL STORM SEWER FACILITIES OF SEDIMENT. 7. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC 6. ALL PERMANENT ROCK RUBBLE RIP -RAP TO BE LIMESTONE USING GENERALLY 50 lb-250 Ib PIECES OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR W/ SMALLER ROCK FILLING VOIDS. ROCK TO BE INSTALLED TO 1.0' MIN. THICKNESS. INSTALL SOIL IS TO MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR RETENTION. FILTER FABRIC BENEATH ROCK PER TXDOT MATERIAL SPEC. D-9-6200, TYPE 2. RUBBLE ENTERING EXISTING STORM SEWER OR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN EROSION TO BE HAND PLACED IN MORTAR PROVIDING A NEAT, UNIFORM, TIGHT SURFACE IN ACCORDANCE W/ CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS iS ESTABLISHED. PRIOR TO HYDROMULCH TXDOT SPEC. ITEM #432, STONE RIP -RAP (TYPE F). BROKEN CONCRETE MAY NOT BE USED FOR OPERATIONS, CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6 PERMANENT INSTALLATIONS. NO SOIL SHOULD BE VISIBLE THROUGH RIP -RAP 8. ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF DETENTION POND i ,�E.OF TF tt 90 DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 ��, t " LIFTS AND COMPACTED TO 98% STANDARD DENSITY MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE 1. FILL FOR POND BERMS SHALL BE PLACED IN 6.r oj;• S � OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER. THAN 2 .SQUARE FEET. SECOND (ASTM D698). FILL MATERIAL SHALL CONSIST OF SUITABLE EARTH MATERIAL THAT WILL FORM A STABLE APPLICATION OF HYDROMULCH IS REQUIRED FOR. BARE SPOTS NOT MEETING COVERAGE REQUIREMENT WITHIN 60 FILL MATERIAL. /.*......................... *..! DAYS OF INITIAL APPLICATION. Z B.J. KLING 2. DETENTION POND AREA SHALL BE GRADED TO PLAN GRADES WITH THE EXCEPTION OF INSTALLATION 1.................................1 9. ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND BROADCAST SEEDED FOR PERMANENT OF RETAINING WALLS. POND FLOOR IS TO BE LIME STABILIZED & COMPACTED IN ACCORDANCE WITH A 24705 ESTABLISHMENT OF VEGETATION. PRIOR TO HYDROMULCH OPERATIONS, CONTRACTOR TO REPLACE AND PAVEMENT SUBGRADE LIME STABILIZATION REQUIREMENTS. CONTRACTOR IS TO COORDINATE WITH lj':; .:.PW CONSOLIDATE TOPSOIL TO A DEPTH OF 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4" PRIOR TO SEEDING. OWNER'S POND CONSTRUCTION SUB -CONTRACTOR WITH RESPECT TO TIMING AND DIFFERENCE IN FINAL ." AFTER SEEDING OPERATIONS, THE PLANTED AREA SHALL BE ROLLED WITH A LIGHT CORRUGATED DRUM ROLLER. SUBGRADE ELEVATION ALLOWING FOR POND FLOOR PAVING (IF ANY). ALL ROLLING OF SLOPED AREAS SHALL BE ALONG THE CONTOUR OF THE SLOPE. FINAL GRADES WiTH 3. AT THE TIME THESE PLANS WERE RELEASED FOR CONSTRUCTION, A FINAL ARCHITECTURAL DESIGN FOR ( ` ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. BROADCAST SEEDING TO BE IN ACCORDANCE WITH THE POND HAD NOT BEEN COMPLETED. INSTALLATION OF 36"X30" RCP TEE SECTIONS SHALL NOT BE i TxDOT ITEM 164.3 WITH THE FOLLOWING. SEED MIX ACCOMPLISHED UNTIL POND DESIGN IS COMPLETE AND POND CONSTRUCTION IS READY TO COMMENCE. SEED MIX: COOL SEASON GRASS SEEDING MIX: CONTRACTOR IS TO COORDINATE WITH OWNER. TALL FESCUE @ 4 Ibs/ac OF PURE LIVE SEED; OATS @ 21 Ibs/ac OF PURE LIVE SEED 0 WHEAT (RED, WINTER) 0 30 Ibs/ac OF PURE LIVE SEED 0O U Of FERTILIZER: 3-1-2 RATIO FERTILIZER W/ SULFUR & TRACE ELEMENTS @ 350 Ibs PER ACRE 0 10. SITE DRAINAGE FACILITIES AND STRUCTURES ARE DESIGNED IN ACCORDANCE WITH CURRENT CITY OF COLLEGE STATION DRAINAGE POLICY AND DRAINAGE DESIGN GUIDELINES. DETENTION FACILITY IS DESIGNED TO ATTENUATE Of EXCESS RUNOFF THROUGH THE 100 YEAR EVENT FOR ULTIMATE SITE .DEVELOPMENT INCLUSIVE OF THE -4.5 TOOL 1/8" RAD. ALONG REINFORCING AS PER z ACRE COX (FORMERLY SMITH) TRACT & THE REMAINING -7.5 ACRE SAHARA REALTY TRACT. ALL STORM SEWER ALL EDGES 1/4' DEEP DETAIL � a FACILITIES ARE DESIGNED TO ACCOMODATE RUNOFF THROUGH THE 25 YEAR EVENT. ALL CULVERT FACILITIES Z ARE DESIGNED TO ACCOMODATE RUNOFF THROUGH THE 25 YEAR EVENT FOR ULTIMATE SITE DEVELOPMENT. 1 o 0 ° d ° ° ' . a 4.. ' U Z -311. FIRE LANE AND FIRE HYDRANT LOCATIONS ARE SHOWN AS APPROVED BY CITY OF COLLEGE STATION. •*=� • •= a ° Q V) o • o 0 PER JOINT OTL CURB AS PER PROP. LINE 1 4' PER i STD. DTL ho N 12" f Oaf, h CURB & currErz � =1 te: /3 BAR o 1z` o.c.e.w. COMPACTED r�rol nL^clor r SUBGRADE (TYP) 5' CONST. JOINT IN �-•--6' MIN- BACK OF CURB Mpg\E`'_ �I--- CVR$ NC\GHQ HANDICAP ' RAMPS NOT TO SCALE I- 6" #4 BARS 18" O.C.B.W. 2" CLEAR WIDTH 1/2" ID(PANSION JOINT (6f7) \\%\\%� `%\ TOOLED 1/5" RAD. ALL EDGES /\\//\\� \//\\/ ; 6. EXPANSION GIP 12"ol \/\�/ • ° 1 ' .. . j #4 BAR CONTINUOUS • • `r \` \` \\ \\ /\\/\\/\\/\\/\\/\\i\ 6 LiME STABILIZATION 6" COMPACTED SUBGRADE 24' 24" SM. CONCRETE SIDEWALK _ NOT TO SCALE JOINT DETAIL NOT TO SCALE STD. CONCRETE CURB do GUTTER -JOT TO SCALE COMPLIANCE < ao NOTE: i- N TYPICAL CONTRACTION JOINT, 0 10' SPACI G. DEC 2 0 2005 a LJ p o Z LLI U) LLI P0M. r0�' rMATimi i> o CONTRACTION JOINT ' _ < - - -to NOT TO SCALE 0 � � M JOINT SEALER SCALE: NTS AS SPEC'D. TOOL 1 /8" RAD. ALONG ALL EDGES DRAWN BY: AAP 3/4" EXPANSION JOINT �RDETAILEINFORCING AS PER APPROVED BY: SMK MATERIAL AS SPEC'D. NOTE: TYPICAL EXPANSION JOINT, 0 DATE: 12/ 14/04 50' SPACING, AND AT ALL OTHER JOININGS WITH CONCRETE FILE: DTLS STRUCTURES. J SMOOTH BAR DOWEL 1/2"X18" 0 EXPANSION CAP -INSIDE DIAL TO BE 18' O.C. (DOWEL TO BE OILED 1/16" GREATER THAN DIA. OF DOWEL SHEET W/ STD. NO. 40 SAE GRADE) & EXTEND - 1/2 LENGTH OF DOWEL MATERIALS: EJT. FILLER TO BE "SEALTIGHT-FIBRE EXPANSION JOINT FILLER" EJT. SEALANT TO BE "SEALTIGHT-#164, HI -SPEC OR SOF-SEAL" HOT APPLIED SEALANT - BOTH AS MFD. BY.W.R. MEADOWS, INC. OF 3 EXPANSION JOINT (EJT) NOT TO SCALE A U 7- LL r-1 O m 0 1f7 CD 0 (U \ M_ t\ 3 J Q F- LaJ A Q Ld 3 L,J I Q LEI F- 3 L7 Z F-1 L.J L,J Z L3 Z L►1 O 4 0� U d a- L 0) T N I N n.. 0) 3 5 0- 0 0 1 0) C L a I 0 U J I N L A u1 L 0) (U IY Ut U 0/ 0 L LL d J BELL O.D. 1'-0"TYP. CONCRETE ` PIPE PLUG CONCRETE >) CONCRETE CROSS CROSS CROSS CONCRETE ELL CONCRETE PIPE PLUG CONCRETE -J TEE USE 2000# CONCRETE PIPE PLUG CONCRETE o- PIPE PLUG CROSS N❑TESI 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL STREET CROSSINGS SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND OR STABILIZED SUBGRADE -AS DIRECTED (95% MODIFIED-ASTM D1557). 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CR❑SSINGS HAVE BEEN INSTALLED. 4. MARK EACH SERVICE END WITH METAL ' T' POST PAINTED BLUE. 5. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE (FLARE FITTINGS ARE ACCEPTABLE). WATER SERVICE SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IS THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (I.E. YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D689 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% UNDER FUTURE STREET BLOCK j / AREAS. THRUST L O CK FOR WATER LC MAIN . R GRANULAR MATERIAL D MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OR DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING NOT TO SCALE REQUIREMENTS: CITY OF BRYAN MAXIMUM LIQUID LIMIT..................................................45 STANDARD FIRE HYDRANT MAXIMUM PLASTICITY INDEX..........................................15 MAXIMUM PERCENT PASSING NO. 200 SIEVE................35 GATE vALVE MINIMUM PERCENT. PASSING %" SIEVE ........................100 w/vALVE 11 THE MATERIAL SHALL -BE FREE FLOWING AND -WHEN WET, SHALL NOT ADHERE WATER LINE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT AS REQUIRED + "TYPE 2" CONNECTION STABILIZED SAND, 1 Y2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO 1,F PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT TEE OR TAPPING SLEEVE OPTIMUM MOISTURE. & VALVE AS REQUIRED AS REQUIRED GATE VALVE W/VALVE BOX CITY OF BRYAN STANDARD FIRE HYDRANT FIRE HYDRANT LOCATION REALIGN AS NEEDED OFFSET �uauo CONCRETE WYE ANCHOR 90' BEND 'TYPE 1" CONNECTION General Notes: (1) Finely divided earth free of rock, lumps and clods exceeding 6" shall be placed by hand, and compacted around the cast iron pipe to a depth of 12' over the top of the pipe before backfill is begun by any mechanical equipment. (2) All concrete blocking shall be 2000 lb. 3 All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the engineer. (4) Water mains will not be fully pressurized until concrete has reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bell holes shall be cut for each bell and fire hydrant. (6) All gate valves to be "0" ring type, with non -rising stems; with M. J. ends includin all glands, bolts and gaskets; and to open counter -clockwise (left). 7 All fittings shall be mechanical joints unless otherwise directed. 8 The bid price for the fire hydrant shall include furnishing the hydrant: gate valve with box, connecting pipe to the water main and tee connection, including blocking, gravel packing, jointing and joint materials and shall include all excavation and backfilling as well as the furnishing of all necessary equipment, labor, materials, power tools and transportation. Fire Hydrant Specifications (1) Hydrants shall be Darling No. B-84-B, constructed in accordance with AWWA and Fire Underwriters specifications with depth of bury as specified. (2) Hydrants shall be National Standard three-way with valve opening of five and one-fourth inches in diameter. Hydrants shall have two (2) two and one-half inch hose nozzles and one (1) four and one-half inch steamer nozzle. All threading of nozzles, operating nuts sizes and cap nuts shall be National Standard. (3) Hydrants shall be the dry barrel type and shall open left counter -clockwise. They shall have a mechanical joint end inlet shoe and be furnished with set screw retainer glands for six inch cast iron pipe with an outside diameter of six and nine -tenths inches to six and ninety-two one hundredths inches. (4) Hydrants must be constructed so that a brass seat ring will screw into a brass or bronze fitting in the shoe for easy removal. (5) Hydrants shall be factory red in color above ground and be of the break -a -way type. VALVE BOX. (CLOW NATIONAL F-2450, OR EQUAL, WITH NO. 6 BASE AND COVER NO. F-249D, OR EQUAL) 2" SQUARE AWWA NUT EXTENSION. TERMINATE A A FINISHED GRADE 6' FROM TOP OF BOX. AS STANDARD CITY OF BRYAN FIRE HYDRANT (NATIONAL STANDARD THREE-WAY HYDRANT DARLING NO. B-B4-B) PLACE METAL DETECTOR TAPE AT 12"-18" DEPTH (Z)SELECT MATERIAL 6"-12" © (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) - 'PIPE r UNDISTURBED SOIL O.D. 6" MIN./12" MAX. NOTES: 1. FOR BEDDING AND TRECHING WITHIN EXISTING STREET/STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL -BE ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTORS. 6. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. P.V.C. PIPE EMBEDMENT WATER AND SANITARY SEWER LINE NOT TO SCALE 2000 LB. CONCRETE 24" X 24' X 6' WT1H 6' x 6" WIRE MESH AROUND ALL D Ob VALVE BOX. . n VIEWA -A STD. io6" to GATE VALVE MECHANICAL JOINT INLET WITH SS BOLTS WITH SET SCREW RETAINER GLAND FOR BONDING. 6' C.I. OR CONCRETE BLOCKING D.I. PIPE ` GRAVEL {. -..e r.c;.c... TEE OR TAPPING MECHANICAL JOINTS BLOCK AS DIRECTED SLEEVE & VALVE WITH SET SCREW AS REQUIRED RETAINER GLANDS FIRE HYDRANT NOT TO SCALE '. :w: .�;. a• a '�' :�':' �'. }y' .w.t..'�:''..s.: w :..�,.`•.:•. i•'' i•;. i:'•i ' ••�'' .. ' SANITARY SEWER LINE NOTESLIJ z LLI z ° .o N�. F- a0 .'•'. i : w i �•••.• .�: : ti.: .�.•' .a•'� • �'. .' LU 1 O 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN z Lu Q Q 00 2' MIN 4' PVC SLEEVE CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWER TECHNICAL SPECIFICATIONS - OD U) UJ X . LATEST REVISION, TO INCLUDE ALL 'NECESSARY THRUST BLOCKING AND TESTING. Q ~ LU O` rn FORD BALL VALVE - PAD (AS SPECIFIED IN PLANS) Z X F- n r- WING NO B11-333W 2. ALL PVC SANITARY SEWER LINES SHALL BE SDR 26, ASTM D2241 or ASTM D3034 AS CALLED LLJ (f) U_1 U) CIO% v v OR JO-190OW W/PLUG OUT ON'PLANS ~ 2 N 4' MIN. ROCKWELL (SMITH BLAIR) DOUBLE STRAP.SERVICE.SADDLE NO. 313 OR BAKER SERIES NO, 183-D FORD STOP NO. H-1500 OR HAYES NO. 5200 1 TYPE K COPPER TUBING (SINGLE SERVICE) (SIZE AS SPECIFIED IN PLANS)- WATER LINE (SEE NOTE 1) a WATER CROSSING NOTE, ALL SERVICE -WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION 2" GALV. ELL 2" x 6" GALV. NIPPLE �- REMOVE AND DISCARD I AFTER USE BROOKS UNDERGROUND I ENCLOSURE (FOR 2" PIPE) I (�2" SCH. 40 GALV. PIPE MODEL 1220 OR APPROVEDEQUAL I ( AFTER BLOW -OFF INSTALL 2" MALE QUICK EXIST. GRADE CONNECTION & CAP 2" BRASS BALL VALVE �2" BRASS THREAD -PIPE LINE SIZE X 2" MJ TAP PLUG i- WATER MAIN 2" BRASS ELL CONCRETE BLOCKING (SEE THRUST BLOCKING DETAIL) 2" X 6" BRASS NIPPLE BLOWO'F'F 'VALVE NOT TO SCALE Box Complete Extension, Top Section, w/Lid Bottom `Pieces Item In Inches Wt. Length Wt. Length wt. Per Pkg. 461-S 19-22 60 10 35 15 25 ... 462-S 27-32 70 10 35 24 35 ... 562-S 27-37 80 16 45 24 35 20 O O 563-S 33-43 85 16 45 30 40 20 564-S 39-50 90 16 45 36 45 20 W 662-S 36-52 105 26 65 30 40 20 Q� 664-S 39-60 110 26 65 36 45 20 666-S 51-71 135 26 65 48 70 20 / 668-S 62-82 145 26 65 "60 80 20 7-5/16' 'Tyler may ship loose pieces if `*May be furnished in two pieces screwed 7-1 4 2JC� packaging delays your order together to make the length required *** 1 LIDS ARE MARKED 5-3/4 11.4 2" 5-3/4 "WATER" OR "GAS" 1 /49- 5 1 5-3/8" Unless specified otherwise, I _ I 7" "Water" will be shipped O 1- 5-1/4 LOCK LID 5-1/4 DROP LID I I WL ***Variablle Skirt Depths 18 Skirt wt. � N 1/2 13 2 13 1 /4,. 5-1 /. (' ( 0 5-3/4' 91, 00 1/4„ 5-1/ 7-5/8" 1-1 0 7-3/8"LIJ m 2-3/8" 2" I I > 7" I I N U.I J 8-1/8 1- 2" M58 T I W 59 EXTENSIONS L.6-3/Al' Height Item Increase Wt. 60 EXTENSION 7-3 16' 59 18 30 Height Item Increase Wt. 60 24 35 These extensions also fit Series Accommodates 4" Through 12" Valves 6860 three-piece valve boxes 5-1/4 Inch Shafts, Screw -Type 6850 Series CAST IRON VALVE BOX FORD NO C84-44 3 4. SANITARY ACCEPTANCEEWER . ALLLINES MA HOLESLBE SHOU SHOULDTED FOR EXFILTRATiON BE LEAK TESTED EITTHERND TV BY HE WATER OR VIOR TOACUUM METHOD. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER OR VACUUM. TOPS OF MANHOLES ARE TO BE FLUSH WITH FINISHED GRADES IN PAVED Z Q Zi m ~ u- _J AREAS AND 9" ABOVE FINISHED GRADES IN GRASSED AREAS ' TYPE 'K' COPPFR TUBING 5. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 90% STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 12" OF THICKNESS. BACKFILL -MATERIAL TO BE PLACED IN 6" LIFTS. 6. ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE ' E MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FACE OF THE MANHOLE.) r 7. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART {� S. 1926, SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC PIPE. CAP AND MARK END v SURFACE W/4" PVC PIPE PAINTED GREEN EXTENDING 4' ABOVE GROUND. 9. TCEQ: WHERE A NEW POTABLE WATERLINE CROSS A NEW, PRESSURE RATED WASTEWATER LINE, THE CROSSING SHOULD BE CENTERED BETWEEN JOINTS OF BOTH THE WATERLINE AND WASTEWATER LINE. THE WASTEWATER LINE SHALL BE BEDDED IN NOT TO SCALE CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF 12 INCHES ABOVE AND FOUR INCHES BELOW THE SEWER VALVE BOX. (CLOW NATIONAL 10. PIPE. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION F-2450, OR EQUAL, WITH NO. 6 LABEL. BASE AND COVER NO. F-2490, 11. A TWO-WAY CLEANOUT SHALL BE REQUIRED WITHIN FIVE FEET OF THE BUILDING WHERE OR EQUAL.) THE SANITARY SEWER EXITS THE BUILDING AND AT A MIN OF 80FT INTERVALS FROM 2" SQUARE AWWA NUT THE BUILDING TO THE MAIN AND AT ALL CHANGES IN DIRECTION. EXTENSION. TERMINATE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" Cn 6" FROM TOP OF BOX. CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO KLING ENGINEERING & SURVEYING AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. 13. SANITARY SEWER CONSTRUCTION METHODS SHALL BE IN ACCORDANCE TO B/CS 6" UNIFIED TECHNICAL SPECIFICATIONS. WATER LINE NOTES W 1 THE WATER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TECHNICAL INWHATER AND SEWER SPECIFICATIONS, SPECIFICATIONSLATESTREVISION, TO CONTAINED INNCLUDETALL HE BNECESSARY UNIFIED S Ow THRUST BLOCKING AND TESTING. U STD. MAIN LINE 2. ALL PVC WATER LINES SHALL BE AWWA C-909, DR-14, CLASS 200 Z GATE VALVE ALL DUCTILE IRON WATER LINES SHALL BE AWWA C-150, CLASS 350 3. ALL WATER LINES SHALL HAVE A MINIMUM BURY OF 4 FT. O 4• MAXIMUM DEFLECTION ANGLES FOR 8" & 12" AWWA C-900, DR-14, CLASS 200, ARE 3' O�I AND 2.1', RESPECTIVELY, PER SEGMENT OF PIPE. DEFLECTION ANGLE IS TO BE ACHIEVED THROUGH OUT THE SEGMENT OF PIPE AND NOT AT THE JOINT. 5. CONTRACTOR SHALL TEMPORARILY PLUG THE NEWLY CONSTRUCTED WATERLINE AT THE END OF EACH WORKING DAY UNTIL CONSTRUCTION IS COMPLETE TO AVOID CONTAMINATION. r►w� 6. TRENCH BACKFILL SHALL BE CEMENT STABILIZED SAND COMPACTED TO 98% STANDARD(ASTM D-698) UNDER \ \ \ \ 90% STANDARD (ASTM DRPAVED.EAS TO BE . 98). TESTSARE TO LAREASL OTHER COMPACTED SHALL BE BE CONDUCTEDEVERY 200'FOR TO EVERYw " " 24OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6LIFTS. MECHANICAL JOINTS I-� WITH SET SCREW 7. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, O RETAINER GLANDS SUBPART P (SEE TRENCH SAFETY DETAIL SHEET). U 8. -HYDROSTATIC TESTING -SHALL BE CONDUCTED ON ALL WATER LINES IN CONFORMANCE WITH HE CURRENT B/CS UNIFIED TECHNICAL SPECIFICATIONS. ALL WATER LINES MUST BE DISINFECTED IN ACCORDANCE WITH B/CS UNIFIED TECHNICAL SPECIFICATIONS. CONTRACTOR BOX SHALL BEAR ANY EXPENSE INCURRED BY TESTING/RE-TESTING AND DISINFECTING. GATE VALVE AND B OX ALL VALVE BOXES ARE TO BE FLUSH WITH FINISHED GRADES. 10. PLUG AND MARK ENDS AT SURFACE WITH 4" PVC PIPE PAINTED BLUE EXTENDING 4' NOT TO SCALE ABOVEGROUND. 11. N/A 12. WATERLINES SHALL BE INSTALLED NO CLOSER THAN 9 FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. WHERE 9 FOOT SEPARATION CANNOT BE ACHIEVED THE FOLLOWING .SHALL APPLY. 13. WHERE A MEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER LINE, THE WASTEWATER LINE SHALL BE CONSTRUCTED OF 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER G e LINE, MEASURED VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, TOP OF WALL ELEV: SEE I,e� FROM THE WASTEWATER LINE. GRADING PLAN F S 14. WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER LINE, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE #5 BARS SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER LINE. THE POTABLE CONTINUOUS v WATERLINE SHALL BE AT ���� OFTF t' 3" CLEAR LEAST SIX INCHES ABOVE THE WASTEWATER LINE. WHENEVER POSSIBLE, THE CROSSING ,: P..•,,......,,..• 1� ° V-0" SHOULD BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER LINE. THE WASTEWATER00 ..o PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI. THE WASTEWATER LINE * * 1l SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE i.*.:......................::.*. #4 BARS ® SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. I B J KLING i S 16" O.C. (HOR.) 4 1 /2" CLEAR 15. WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL -HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND . 6" MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER /.........:..:....................1 io •i 2470�5,�p lF ..... Y � o CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM ° #5 BARS, LENGTH VARIES ®8" O.C. OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE SEWER PIPE. THE USE OF BROWN COLORING IN CEMENT VARIES :• BEND 90' &EXTEND 9" INTO TOE PER GRADING PLAN a STABILIZED SAND FOR WASTEWATER LINE BEDDING IS RECOMMENDED FOR THE - 2 PVC WEEP HOLES, IDENTIFICATION OF WASTEWATER FORCE MAINS DURING FUTURE CONSTRUCTION. SPACED EVERY'4' WIRE..MESH TO PREVENT v ' SOIL INFILTRATION 16. WATERLINE AND MANHOLE SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A MANHOLE SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED I 1'-0" N A JOINT OF IU PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE 6". #3 BARS, 2' LONG FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. GRADE THE ENCASEMENT PIPE SHALL BE CENTERED ON.THE CROSSING AND BOTH ENDS SEALED DOWEL ® 16" O.C. D' WITH CEMENT GROUT OR MANUFACTURED SEAL. Z 17. LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE a 2"x6" KEYED JT. FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY SEWER LINE REGARDLESS OF Yll Of CONSTRUCTION. Z (n g 18" #4 BARS, 1'-6" LONG 18. ALL STATIONING IS CENTER LINE STATIONING UNLESS OTHERWISE NOTED VIA STATION o (n v 0 8" O C 19 LABEL ALL VALVES TO BE FURNISHED AND INSTALLED WITH VALVE BOX AND COVER. 4 BARS °v ® 9' O.C. 3" CLEAR • o • °o m (TYP.) NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH INSECT SCREEN SIDES OF COPPER PIPE. BRONZE NZE HOSE CLAMP 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" SHALL INCLUDE ALL MATERIALS, AS SHOWN IN 2'-O" 1'-O" DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 1" AIR RELEASE VALVE #4 BARS, V-6" LONG 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY APCO MODEL 50 COMPACTED OR ® 8» Q.C. THE ENGINEER UNDISTURBED SUBGRADE HOT -BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED NOTES: EQUAL OR - 1. MINIMUM BEARING CAPACITY OF SUBGRADE 2000 LB/FT. COMPLIANCE r' APCO WAFER 2. CONCRETE 'STRENGTH = 4000 PSI. � � 4" x 3' x 3' CONCRETE PAD CHECK SERIES 3. REINFORCING STEEL TO BE GRADE 60 300 4. SELECT FILL TO BE A CLEAN, GRANULAR MATERIAL WITH PI 12<X<15. COMPACT n ���� 1" IRON PIPE THREAD DEC SELECT FILL TO 98% STD DENSITY (ASTM D-698) AT MOISTURE CONTENT BETWEEN -1 COMPRESSION FITTING OF OPTIMUM TO +3% OF OPTIMUM. ��yy �''` g� 1" BR ELL (TYP.) AND V GATE VALVE 00W,O ^ tTAT10,N 1" TYPE "K" COPPER TUBING REINFORCED CONCRETE RETAINING WALL V TAPPING SADDLE W/ CORPORATION STOP. NOT TO SCALE AIR RELEASE VALVE & VACUUM CHECK; VALVE W'3-02 WATER AIR RELIEF' VALVE Z Z � 2 � O Z 0 U w U_ U_ a (i UJ � O u) O 0 � SCALE: N.T.S. DRAWN BY: JNP APPROVED BY: AAP DATE: 12/ 14/04 FILE: SHEET -NOT TO SCALE NOT TO SCALE A U IL �0 0 M .-, L0 0 0 N m 3 J Q W A LJ w V) I W I- Q 3 Z ry LL! LJ z LD z Lv 0 _A 4 5 N u ^0 I..L L 01 N I N 0-. 0) 3 a 0 0 1 01 L CL I 0 u J 1 N A L i 0i ry In u D, 0 L 0- 'a d J STD. CAST IRON MANHOLE COVER • AND FRAME (24" DIA.) OR EQUAL • STD. 45' WYE 6" MIN. VARIES 2000 PSI CONC. STD. 45' WYE 3" S .' VARIES 3„ VARIES a• 3" 4: ` 45' BEND VARIES :: •. , a•�' .:; 6,.: •a 90' BEND 45' BEND •� 8" THICK #4 BARS, 12" O.C.E.W. DENOTES DUCTILE IRON PIPE & FITTINGS STANDARD DROP MANHOLE NOT TO SCALE VULCAN FOUNDARY V-2342 WATERTIGHT M.H. RING & COVER OR VULCAN FOUNDARY V-1342 REGULAR RING & COVER (CITY OF BRYAN) OR EQUAL APPROVED BY ENGINEER SEE NOTE 1. SEE NOTE 1. CLASS "A" CONC. 3000 PSI IN 28 DAYS PRECAST REINFORCED 6" CONC. MANHOLE SECT. ;•� BACKFILL AROUND ASTM DES. C-478 2'-6" 2'-0 M.H. SHALL BE COMPACTED TO 85% AS PER ASTM 0-RING VARIES D 1557 4,-0„ 4,-0„ VARIES 6" PLUG 6MIN.; 9" 3/4 OF THE 3/4 OF THE DIA OF THE PIPE FT / • ` PLUG DIA OF THE g" / 2 PIPE MI " 2 0 MI 9„ 3 •1' 0" DEPTH THICK. #4 BARS, 12" O.C.E.W. #4 BARS, 12" O.C.E.W. 0-8• B. 12'&UP 12= PRECAST MONOLITHIC NOTE 1. NOTE 2. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN SHALL BE USED AT EACH M. H. IN NEW OR RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR EXISTING STREETS TO ADJUST HEIGHT. CORBEL/CONE SECTION. STANDARD SANITARY SEXIER MANHOLE 11 0.1' DIFF. OR AS SHOWN ON PLArI__ __J"-'---- �1 --- i-------_-- NOT TO SCALE EXPLANATION OF DROP IN MANHOLES: THE "OUT" & "IN" FLOWLINE FOR THESE PLANS IS TAKEN TO MEAN THE FLOWLINE OF THE PIPE IF EXTEND TO THE MANHOLE CENTERLINE, NOT THE FLOWLINE AT THE MANHOLE WALLS. EXPLANATION OF DROP IN MANHOLE NOT TO SCALE STANDARD iCASTING &61 6'X2'-O"X2'-O" SLAB UNDISTURBED EARTH OR COMPACTED BEDDING MATERIAL 6` CLEANOUT STACK DIP OR PVC FOR ROCK, CONCRETE CUSHIONED REQUIRED A NOT LESS THAN 2" F 45 WYE NOT LESS THAN 3" St.. TO BELL ° i • ' i• OF CURVE 4' SERVI NE d. . _ •... •, • . _ � > ...• . ': `. 3" MIN. ELEVATION STANDARD CLEANOUT NOT TO SCALE NOTE: EXCAVATION, BACKFILL, CONCRETE, TEE, WYE AND STOPPER WILL NOT BE PAID FOR AS SEPERATE PAY ITEMS, BUT ALL ARE A PART OF "DEEP CUT CONNECTION`. NO DEDUCTION WILL BE MADE IN FINAL MEASUREMENT FOR LENGTH OF SEWER LINE FOR "DEEP CUT CONNECTION" 4` FROM TOP OF CONCRETE PVC 2` FROM GRADE LEVEL 1. #3 SPIRAL, 4" PITCH. .• 2. 4,' 1-1/4" ANCHOR BOLT 42" LONG WITH 4" v '" PROJECTION FROM CONCRETE. 3. ANCHOR BOLT: 6" THREAD, '•, c TOP 2" TO BE GALVANIZED 3/4• c Z - .. ANCHOR BOLT F 4. ANCHOR BOLT TO BE A 3" MIN. 326, WITH 2 NUTS AND 2 �• e CLEARANCE M SQUARE WASHERS ow REBAR R 5. (6) #8 VERTICAL REBAR. d • 6. ALL CONCRETE TO BE 3,000 PSI GRADE. 3" [---24 7. OWNER TO PROVIDE MANUFACTURER'S SPECIFICATIONS FOR BOLT PATTERN LIGHT POLE BASE 1811 NOT TO SCALE 4` FROM TOP OF 1. NOTES TALLATION TO BE COMPLETED IN ACCORDANCE WITH GROUND SURFACE MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. X3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, .� THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED \ \ •. \/ BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED - IN ASTM D2321, LL "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW ,,\\ \\ Q APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT UNDISTURBED �\/�\ . ' = �' m THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM EARTH �y/ LLJ MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. ¢ 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III LLJZ AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST \ yJj\i L� EDITION. -i p 0- \ g \\��/ �CD O UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM Y O \ A S PIP ` \� CD 0 BEDDING THICKNESS SHALL BE 4" (10OMM) FOR 4"-24" O \ D E \ _ (100-600MM) AND 42 48" (1050 1200MM) CORRUGATED m o n- \ o �� Z -I POLYETHYLENE PIPE (CPEP); 6" (150MM) FOR 30"-36„ O \ \l\! O CO (750-900MM) CPEP. JQ �. F- \ \ o O c \ ¢ z 5. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL SHALL _ ry BE CLASS I, II OR III AND INSTALLED AS REQUIRED IN ASTM Z N o \ �' 0- D2321, LATEST EDITION. /%\\ \/� 6. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM Q �; TRENCH WIDTHS SHALL BE AS FOLLOWS: 0 A MIN RECOM E DED CONCRETE 5 0 \�\� PVC 2` FROM GRADE u 15 \ ��• A LEVEL 1. #3 SPIRAL, 4" PITCH. B a 0 o y 2. 4, 1-1/4" ANCHOR BOLT 42" LONG WITH 4" A. v •" PROJECTION FROM CONCRETE. M • � 3. ANCHOR BOLT: 6" THREAD, to 3/4` z TOP 2" TO BE GALVANIZED B. r •' o ? I 6` - 45' BEND I 45' BEND BOLT ANCHOR F 4. ANCHOR BOLT TO BE A \\ 6 326, WITH 2 NUTS AND 2 C. > 6" TEE M • 3" MIN. r SQUARE WASHERS 0 CLEARANCE V _ IS REBAR N 5. (6) #8 VERTICAL REBAR. F 6. ALL CONCRETE TO BE `/�/�� a ° • a 3,000 PSI GRADE. 3 7. OWNER TO MANUFACTURER'S POVIDE SEC7JON AAA' SPECIFNATIONS FOR BOLT ELEVATION A. DEEP CUT CONNECTION NOT TO' SCALE LIGHT POLE BASE 30' NOT TO SCALE 0 o SECTION VIEW J PROP. 36" RCP L 0.75' 11.50, #4 BARS 12" O.C.B.W. PLAN o o -� 3" CLEAR F/OUTSIDE PI 2.5' WALL FACE OF WALL ! I I 1 0.25' S.75' TOP OF WALL 0_ En ELEV=297.50 _ O toLi PI I 1 1 1 I I EXTEND BARS 9" INTO �I°, ., o. ;' •r: - . (_i . _F '_ (` .L o d' 'r ' :° _I. 1, z SINGLE POUR I I 11 1 I I I STRUCTURE, BEND 90 I;.r ;l-.', :.:L. _' .!: i'.. -'r•° I :, �..I. 'r i i I r" I I 100 CONC. EMBEDMENT I 1 , &EXTEND 18` _ _ ei _•J _.:..L' ` J _ _DOUBLE MAT #4 BARS - - o Z = 1 I ° IF'. •a�,0I -' '�I I1 II (' '' 'I1 . •J- 1I .:•. •' WI'1 I1 II fr . p�I . "•'(I� . Irk- • ' °'•0-INSURE WATERTIGHT SEAL 1 I 72` O.C.B.W. Nn MIN..:P4I 4" & ` CLEAR F/TOP.' ~ POND FLOOR n O-HRINK - SEAL WITH NON- + EEV=295.0040JOINT SEALANT3.67' = 1�l. 25 TALL WALL - - - I: - - - 'I..I:°•1 :. a'� `' -.- TZR/.-: - i: i '!,'' I' ,•Y :°' A,' N LIME STAB 4 BARS 12 O.C.B.W. ti. 1- :1.t r .•-1'•: • •� ;, • 0.75' - ; '=? . 2.50' 4 ° • ,.�.^ SUBGRADE 3" CLEAR F/OUTSIDE L>- 3.2' aco J° " '" FACE OF WALL 1 I ► ! I I I' 36 X30" RCP TEE.'• ' _ o s . i ui 36"X30" RCP TEE 1. 'I ,1.3'I 2.50' ( 2.75 ( I I1OA 0 .: r :•: ° 2.75 3s` FL=2so.s7 : h., -1=- -MIN. IPE SEPARATIO cv c+ta: '-$ -I . '°- '• IPE SE ARATIO. , _ .� ` -` ' ` ° j'• j. SINGLE POUR °• CONC. EMBEDMENT •`�:- -'= �' -,-`- - i - -•_ _:io_ _._ : • _C1..=-� i�r� _si JA_i_ 3.00' F. - I 0.75' ( {` 2.00' DOUBLE MAT 4 BARS inn 12" O.C.B.W. 0.25' f •P Hl -'i,- a� t' -I-.- ,a,.:•�. r•_'L .. .,• "'I'a _ O° :T .. 14' :1.' • I '..'•i.`. = ' .'•• s! L + I , I.. L.: {. } :^I -'A'. Ig, 1 ..!• 0.75 ' ._,.- _L, 5.��5� --I.�, : a: , •�1:-.i=. :: -� : - . '� '-� o o SIDE VIEW l °. _ '_.. t - 11.50, _ -• 4 BARS 12" O.C.B.W. ,-I_ • - - - = •• 5.50' 3" CLEAR F/OUTSIDE 7' PLUG END OF RCP 4 BARS 12" O.C.B.W. 2.5' WALL 0.75' FACE OF WALL 1 TEE -INSURE WATER 9" CLEAR F/TOP TOP OF WALL TIGHT SEAL ELEv=297.50 0•75' o U) EXTEND BARS 9` INTO - J'''' STRUCTURE, BEND 90 r T a' '� T• I W Z 2.5' WALL STORMWATER 1: ; ° • `1 & EXTEND 18` �.'I , 'I' :• I :.. TOP OF WALL OVERFLOW 1. '°' ,^ O O U ELEV=297.50 �'1 CONSTANT POOL INSURE WATERTIGHT SEAL -'� -I Lo O l= ELEV=245.00 ° I .4 I ' •I . I I O (V p AROUND 30" BRANCH, e• POND FLOOR SEAL WITH NON -SHRINK I " ' '"I• : , . '.) I.' I• POND FLOOR JOINTS p- - - - C, a = 0 ELEV=295.00 �"' n 9_ 00 . 2 50 �L ° //''�� 2 25 I --------- - °' - -•a._ • r°Ate I, _ - - - •-` DOUBLE MAT 4 BARSco •'3 "/• "'• N 6" LIME STAB PROP. 36" RCP 36'X30" RCP TEE 36"X30" RCP TEE •- 12' o.C.e.w. SUBGRADE --------- r. - < 4" & 9` CLEAR F/TOP ' o it ' . • �� _ to •..�°••'.. - to SCHEMATIC 36" RCP ` I 36" FL=290.67 PLUG END OF RCP NOTES: TEE -INSURE WATER 1. DETAIL SYMETRIC ABOUT CENTERLINE �y A y-`,_•. TIGHT SEAL 2. INSTALLATION OF 2-36" RCP TO OCCUR ONCE POND IS DUG. TEES NOT TO BE SET UNTIL _. _ Wit' _ _.� ^.. _ �.� _ :.:a_ = i FINAL POND DESIGN IS RECIEVED FROM KLING ENGINEERING �`-' `- ' -'-'I- - -,-`-•= "`- ` =' ' ... 3. IF ACTUAL TEE CONSTRUCTION YIELDS DIFFERENT DIMENSIONS THAN SHOWN IN DETAIL, THEN 2. POND FLOOR ELEVATION CONTROLS -SET TOP OF 30" BRANCH AT POND FLOOR ELEVATION, INSURE 2.00' DOUBLE MAT 4 BARS 12SINGLE POUR " o.c.B.w. N rl CONC. EMBEDMENT DOWNSTREAM RCP HAS MIN. SLOPE OF 0.65% 4" & 9" CLEAR F/BOTTOM 66 00 DETENTION POND OUTLET WORKS 10.00' NOT TO SCALE 12" 5 EXISTING f - T _F-f -7-T- T- T -T -f -1 l GRADE FRONT VIEW SLOPED CONCRETE END TREATMENT #3 BARS 0 9" OCBW 2" CLEAR (MIN) % PIPE 0.D 1 4" SIDE VIEW NOT TO SCALE BEDDING MATERIAL N MIN L M N IN. MM TRENCH WIDTH. IN (MLA) 4 (100) 21 (530) FOUNDATION 6 23 (150) 25 (58 ) 10 (250) 28 (710) 12 (300) 31 (790) MIN. TRENCH WIDTH 15 (375) 34 (860) 18 (450) 39 (990) 24 (600) 48 (1220) 30 (750) 66 (1680) EDDING, HAUNCHING & INITIAL BACKFILL: 36 (900) 78 (1980) 42 (1050) 83 (2110) PROVIDE GEOMEMBRANE FILTER FABRIC BETWEEN WALLS AND 48 (1200) 89 (2260) OTTOM OF TRENCH AND EMBEDMENT/ INITIAL BACKFILL 60 (1500) 102 (2590) ATERIALS SHOULD FINES EXIST IN WET CONDITIONS. 7. MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED MINIMUM COMPACTED DENSITY. 95% MODIFIED PROCTOR (ASTM IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL -1557) DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. IN -PLACE DENSITY TESTS TO BE CONDUCTED 1 PER 200 LF SURFACE LIVE MINIMUM RECOMMENDED F 6" COMPACTED DEPTH FOR BEDDING, HAUNCHING & INITIAL LOADING CONDITION COVER IN. (MM) =FILL LAYERS & 1 PER 200 LF OF 24" COMPACTED DEPTH H25 (FLEXIBLE PAVEMENT) 12 (300) OR FINAL BACKFILL LAYER. H25 (RIGID PAVEMENT) 12 (300) E80 RAILWAY 24 (610) HEAVY CONSTRUCTION 48 (1220) *TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION. BEDDING AND TRENCH 'FOR ADS PIPE NOT TO SCALE MATERIALS FOR EMBEDMENT - KEY OA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE 'OF "� OA SELECT MATERIAL ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) 12 MIN. INCHES IN THE LARGEST DIMENSION. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE ©(MANUALLY CONSOLIDATE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS, Q S, OR ORGANIC PE O.D. MATERIAL AND WHICH, WHEN TESTED BY STANDARD AT OPTIMUM MOISTURE � i LABORATORY METHODS, 6 H DS, MEET THE FOLLOWING Z� ,� ; :::::.:::._:.:« ; � •: REQUIREMENTS: MAXIMUM LIQUID LIMIT PE O.D. MAXIMUM PLASTICITY INDEX 8 MAXIMUM PERCENT PASSING NO. 200 SIEVE 4" MIN. MINIMUM PERCENT PASSING 3/4" SIEVE PIPE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, O.D. SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 8" MIN./12" MAX. © COMPACTED CRUSHED STONE, FINE GRADATION CRUSHED STONE CONSISTING OF DURABLE PARTICLES AND 45 MEETING THE FOLLOWING REQUIREMENTS: 15 THE TRENCH BOTTOM SHALL BE PASSING 1/2" SIEVE 15 PASSING 3/8" SIEVE 80. -000% GRADED SO AS TO PROVIDE UNIFORM PASSING NO. 4 SIEVE 15-60% AND CONTINUOUS SUPPORT FOR THE PASSING NO. 10 SIEVE LESS THAN 2% PIPE BARREL BETWEEN BELL HOLES. NOTE: AT THE CONTRACTOR'S OPTION, IN LIEU OF SHEETING AND SHORING OR OTHER PROTECTIVE MEASURES, TRENCH WALLS MAY BE SLOPED BACK FROM A POINT 12" (MIN.) ASM TOP OF PIPE. BEDDING AND TRENCH FOR RCP PIPE NOT TO SCALE #3 BARS @ 7.5 O.C.1011 •� ' [76" 2' I #3 BARS @ 18" O.C. PROVIDE EXPANSION JT. AT FLUME/PAVEMENT INTERSECTION PARKING AREA CONCRETE FLUME C� z W O N N Z oo CV N 10 00 LL1 zj j .o .o aW< o 0 Z Lu x�Wo"a, H o7 0, 0, 1-11 Z }Wa Zz Q o m t-L- _1 �E OF r-ail ............................. ................................ BJ. KLING ►:_ 24705 00 5I N2 NOT TO SCALE #5 BARS 7" O.C. #4 REINFORCING BARS GRATE AS BEND AT 99 INTO WALLS EXTEND MIN. 24" VERT. AT 12" O.C. SPECIFIED FOR AREAS INSIDE OF PVMT: EXTEND 14" O.C. -.24" INTO PAVEMENT TOP AND BOTTOM BARS •' z L #4 REINFORCING BARS AT y O ' 8 O.C. cn w o ':. •:r' #4 REINFORCING BARS AT 18" O.C. C I�� �. ►I J J E • 1 #4 REINFORCING BARS AT o 0 �l.:r Z 13" O.C. M •II' Qz °. o W 0 W p0 .1'rr'. o : o Z OUTFALL PIPE ,n o I • ! O- t W O �__ oZ F o�� V W M f7 v ' SCALE: N.T.S. DRAWN BY: JNP ENTERING PIPE (IF APPLICABLE) I I i• APPROVED BY: AAP .•. -.. _• �; -• _�r.,..w. tee. _ _�..•+-. ; , = ,.-. DATE: 12/ 14/04 FILE: #4 REINFORCING BARS AT #4 REINFORCING BARS AT 18" O.C. s D.C. F F „ COmilbliPLIANCF SHEET VARIES PER PLA '7m3. NOTES: ' DEC 2 2005 1. CONCRETE TO BE 4000 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE 2. INLET BOX AT DETENTION, POND OUTFAL: USE 9" THICK SIDEWALLS GRATE INLET BOXY OF 3 NOT TO SCALE 5