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DrawingsNOTES: 1. ALL ELEVATIONS ARE TOP -OF -CURB OR TOP -OF -WALK, UNLESS OTHERWISE NOTED. TP = TOP -OF -PAVEMENT, FL .= FLOW LINE, TG = TOP OF GRATE. 2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED. THE FINISHED SURFACE.. SHALL BE REASONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES. 3. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND STORED ON-SITE FOR LATER USE IN PROVIDING FINAL COVER. 4. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE SEEDING AND FERTILIZER FOR ALL DISTURBED AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION . AND REPLANTING UNTIL A COVERED STAND IS OBTAINED. 5. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX SLOPE IN ALL DIRECTIONS. ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE 8.3% (1:12) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED. 6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND FILING OF ANY REQUIRED FORMS. 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION TRAFFIC. 8. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS. Q� • �J f '• HOPE PREGNANCY CENTER TIE INTO onsnNc I sIoEwauc OF l 7 rr t k /24BG-E36 al tr ?j { ADJUST WATER (� j �.Q_Jt,\. ,5a� .�� VALVE TO GRADE 1 i - - -- ✓ �; , I. 1. !- !, 1 I� ..l; .�..._ - I ...I_ _l ;L _ , _1. 1_ 1 1;.. `-L, i I I 1•!�1 I i I I I I I I ► I d�;l' I I I ► I i I I i I ® ► I r�;,•, •', i �� .,• . 7 • — {� I - �• _' ern r �' � � i i I I I l I l I I I I \0 DEMO WALK ��� • — I lI 00 2cj8 - HANDICAP RAMP PER CiTY OF COLLEGE STATION STANDARDS. HANDICAP RAMP PER Ci1Y OF j 3' MIN. CLEAR - j COLLEGE STATION STANDARDS. 1 3 MIN. CLEAR l { i , : : .. 1 i y, . .•. f - �0' CONCRETE DRIVE i t N 0CERTIFICATE ELEVATION f o• 0 I Z ap �q ! 8 0 �,p` I ❑ REQUIPED 7 ' 1 _ 'yap• I OP�'� _ ®f 1tK 1 ! �— it? 1' - l► 11. I I ® I I I l I l I► I l l-11 I i; ! I i I i I ® I► l► I i _I_. I ! i l l l►®► i t l I ` I --- -- --�- -- --- __ - i - a� a, i _ ,O ADD D N1 D IE 0 1 I I I. P - +COM LIANCEI __ I.r 1 >� �. i�� a� •rtb 2 8 2005tx 1 i • �;1 -`�{!' ( -, ,->;.� I .2C115= D; �,_r ; �__� ����- ��o�, ill 24' ��. 1111 � I .D• i { PROVIDE PEA GRAVEL BAGS Irl;; 11 I. j AT EXIST NG INLET vI D FOR EROSION CONTROL Ivr,L.I Aid E ' MAR 1 6 2005 , � ��•, rrm COLLEGE STAT 10 11(0 DEVELOP VENT SE V /, a r�v nqi 00 i l � ✓ 0 � + m r - A. IT w 7. 0 3 r• _ 1 _ _1<9r , 7 aiWaoti Q • •. : F ttog 5ueTHE SEAL APPEARING ON THIS DOCUMENT Pledger e 7Inc WAS AUTHORIZED BY Colle a Station, Texas _�l..*: .......STEE E. DUNCANConsulting Engineers rS P.E. 83252 ..... Brentwood Access Drive X252ON ,l Ju� I �'• : •� 7020 Coyote Run •Bryan, Texas 77808 0 _ nl Redesign from 2/17/1115 FEBRUARY 24, 2005 fj�o•,•l�� •.•�,�� ) to tie into Nope Pregnancy fit t N '' 979-731-8000 979-731-1� 00 Fax i;, I IIII a l www.pkengineering.cm Job No.cnD. No: of R sen555 41504 1Center parking lot: Brenham B an ber ALI2 g 4'- S i Benchmarks o BM Elevation Description RM 501.34 City of College Station Horizontal Control Vmwient Intersection of Langford 5t. E Hayes Dr. TEN 5002 Top Fire Hydrant at Langford 5t. and Boswell BM -1 2-18A4 Top Fire Hydrant at Potomac and Saathwest Parkway TBM 284b5 Light Pole at Texas and Southwest Parkway BM -2 299.51 Top Fire Hydrant between Epicures and Discount Tire Q� • �J f '• HOPE PREGNANCY CENTER TIE INTO onsnNc I sIoEwauc OF l 7 rr t k /24BG-E36 al tr ?j { ADJUST WATER (� j �.Q_Jt,\. ,5a� .�� VALVE TO GRADE 1 i - - -- ✓ �; , I. 1. !- !, 1 I� ..l; .�..._ - I ...I_ _l ;L _ , _1. 1_ 1 1;.. `-L, i I I 1•!�1 I i I I I I I I ► I d�;l' I I I ► I i I I i I ® ► I r�;,•, •', i �� .,• . 7 • — {� I - �• _' ern r �' � � i i I I I l I l I I I I \0 DEMO WALK ��� • — I lI 00 2cj8 - HANDICAP RAMP PER CiTY OF COLLEGE STATION STANDARDS. HANDICAP RAMP PER Ci1Y OF j 3' MIN. CLEAR - j COLLEGE STATION STANDARDS. 1 3 MIN. CLEAR l { i , : : .. 1 i y, . .•. f - �0' CONCRETE DRIVE i t N 0CERTIFICATE ELEVATION f o• 0 I Z ap �q ! 8 0 �,p` I ❑ REQUIPED 7 ' 1 _ 'yap• I OP�'� _ ®f 1tK 1 ! �— it? 1' - l► 11. I I ® I I I l I l I► I l l-11 I i; ! I i I i I ® I► l► I i _I_. I ! i l l l►®► i t l I ` I --- -- --�- -- --- __ - i - a� a, i _ ,O ADD D N1 D IE 0 1 I I I. P - +COM LIANCEI __ I.r 1 >� �. i�� a� •rtb 2 8 2005tx 1 i • �;1 -`�{!' ( -, ,->;.� I .2C115= D; �,_r ; �__� ����- ��o�, ill 24' ��. 1111 � I .D• i { PROVIDE PEA GRAVEL BAGS Irl;; 11 I. j AT EXIST NG INLET vI D FOR EROSION CONTROL Ivr,L.I Aid E ' MAR 1 6 2005 , � ��•, rrm COLLEGE STAT 10 11(0 DEVELOP VENT SE V /, a r�v nqi 00 i l � ✓ 0 � + m r - A. IT w 7. 0 3 r• _ 1 _ _1<9r , 7 aiWaoti Q • •. : F ttog 5ueTHE SEAL APPEARING ON THIS DOCUMENT Pledger e 7Inc WAS AUTHORIZED BY Colle a Station, Texas _�l..*: .......STEE E. DUNCANConsulting Engineers rS P.E. 83252 ..... Brentwood Access Drive X252ON ,l Ju� I �'• : •� 7020 Coyote Run •Bryan, Texas 77808 0 _ nl Redesign from 2/17/1115 FEBRUARY 24, 2005 fj�o•,•l�� •.•�,�� ) to tie into Nope Pregnancy fit t N '' 979-731-8000 979-731-1� 00 Fax i;, I IIII a l www.pkengineering.cm Job No.cnD. No: of R sen555 41504 1Center parking lot: Brenham B an ber ALI2 g 4'- S i X 4 GRATE INLET, ,� — PROVIDE PEA GRAVEL BAGS f` np, 24 RCP STORM AT PROPOSED INLETS FOR r- DRAIN, lYP. EROSION CONTROL, TYP. 1 --1'— 1111 NOR 1 111111111111111111 /( 2aa �,v I m efp _ R I { A o 41 a4 _ f FILTER FABRIC FENCE I +� ' 0 20' 40' ( Drain Detoil �pp vp I Scale: M5 13 +o NOTES: +� 4 �! � 3 X40 OVERFLOW 1. ALL ELEVATIONS ARE TOP -OF -CURB 0 TOP -OF -WALK, UNLESS OTHERWISE NOTED. TP = E 3 WEIR 0 29.7.75 MTOP-OF-PAVEMENT, FL =FLOW LINE, TG =TOP OF GRATE. ` z a ,app bpd° �� i ,�a`p a = , 2. THE CONTRACTOR SHALL COMPLETE AL EXCAVATION ACTIVITIES TO THE LINES AND GRADES - ; -i- °`� _ _- __ _ . _ _— S►•IOWiV _ BY --THIS PLAN. _ UNIFORM -_.SMO TH_ GRADING OF ALL AREA SHALL BE ACCOMPLISHED. I — i �, s THE FINISHED SURFACE SHALL BER ONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE �° �, I, '�'; ; CHANGES. v t i f I 3. THE TOTAL AREA OF THE SITE SHALL AVE -EXISTING VEGETATION AND TOPSOIL REMOVED AND ,, �° ? ! ,� .'• �,� STORED ON-SITE FOR LATER USE IN ROVIDING FINAL COVER. I 1+ Hl..D6. _ 4. UPON COMPLETION OF FINAL GRADE, TIE CONTRACTOR SHALL PROVIDE SEEDING AND z f P�• '� ;r FERTILIZER FOR ALL DISTURBED AREAS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ' i •�' ! EROSION AND REPLANTING UNTIL A CG ERED STAND IS OBTAINED. Eta N} 0 QL w a + ° e( '' # 5. ALL HANDICAP PARKING AREAS SHALL AVE A 2% (1:50) MAX SLOPE IN ALL DIRECTIONS. ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50) g j� MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE 8.3% (1:12) MAXIMUM RUNNING SLOPE �p ► ' ' '� AND A 2% 1:50 MAXIMUM CROSS SLOPE AND BE SCORED AND DYED. 00 All( ) 99a�° ' �`� '� '' �° 6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS + ��,. +�� RESPONSIBLE FOR PREPARATION AND ILING OF ANY REQUIRED FORMS. too ` `� 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION i' 3 TRAFFIC. r���,. f! a rya° �rJ' `�" 8. ALL WORK SHALL COMPLY WITH CITY F COLLEGE STATION STANDARDS. � � � 24 RCP STORM f,.� � 99 ,���" �� f`, . �� 1 I 1 DRAIN, TYP. ,, ►, i nsvaz cc 11 -1 Drainage Esmt. PROPOSED 3' X 4" CONCRETE GRATE INLET, �° -� ti DRAINWAY TO OUTLET FOR np• �'ALOW FLOW CONDITIONS s OD OD 00 21r M 15' P.U.E. - -__zq8 .�' PROPOSED DETENTION POND, �a ST SLOPE WITH a LIMESTONE RIP !RAP ++ r , �'' - I JUNCTION BOX,iI� 12' ASTM I r D 3034 35 PIC OtnLET :._...... RE FOR DETENTION +,��, I V7 s !x +�v�' �,�?� 2a -r 1 24 RCP J STORM DRAIN ;� I j + f ! �' A 1 0- tab +2 - o6�!! r �. ID ' (City of College Station Electrical E_smt.-772/341) ko ! i OQ A. Ile" t5 , TiCq F� Ld CONCRETE PAVEMENT DE\/ELOPER: PROPERTY OWNER: NITIN PATEL GHARLE5 R. -$ LUGY H. FARRAR 713 5. MANY P.O. BOX q M 0150N\/ILLE, TX. 77864 MONUMENT, CO 80132 PHONE: x36/348-3725 PHONE: 71 Q/488-Oa86 0 Q < REPAIR > 'aco ----- PROVIDE PEA GRAVEL BAGS F` t LOT 5-/ HERMr4N KRENEK SUBT�. P 111.46�t ASG. OF 2.Q37 (Q30/563 O.R.B.G.) AT EXISTING INLET FOR I _ EROSION CONTROL THIS DRAWING IS RELEASED + FOR THE PURPPOSE OFc Comfort 5uite5 P eaome , c. CONNECT TO EXISTING SITE PLAN. #3 .Pledger Klkn g y Go l l ege Station, Texas STORM INLET 05/12/04 z ----- K Consulting Engineers Ilk qj UNDER THE AUTHORITY OF i�� �`" _ _ --- �_ STEVE E. DUNCAN, P.E. 83252. 7020 Coyote Run • Bryan, Texas 778 8 Grading Plan i!I IT IS NOT TO BE USED FOR 979-731-8000 • 979-731-1500 (Fax CONSTRUCTION, BIDDING, OR www.pkengineering.com Design: CAD: Job No. DiaivingNo: PER PURPOSES. . Brenham Bryan Rosenbe g SED B55 4"1504-251 3 OF 4 a