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HomeMy WebLinkAboutDrawings6" STABLIZED SUB -GRADE SHALL BE A MINIMUM OF 6% LIMEBY WEIGHT $ COMPACTED TO 95% STANDARD 24' PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL 1/4"R 6"15" TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 -� #4 @ 16" EA. WAY 1.. 1/4"R 5" 12' �,., <'h LU '40'2 ti,�s \•�� Z2\r,W\ • - 04 BARS fd -3/4" X 18" SMOOTH SUBGRADE COMPACTED EXPANSION DOWELS TO 95%ASTM D-698 GENERAL NOTES: I. CONCRETE A. Six (6) inch thickness for all streets and appurtenances. B. Refer to specifications for required cement content. C. 3,500 pounds per square inch compressive strength minimum 28 days II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS A. RE: Details theseP lans B. Supportinch centers n each wayon three(3).inch bar chairs. See Note Below). Reinforcement at 36 c ce ea C. La Reinforcement: 10" in each direction. P _ SUPPORTS Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City approved equal. III. EXPANSION CONTRACTION and LONGITUDINAL CONSTRUCTION JOINTS A. Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth dowels. Expansion joint spacing to be forty (40 foot maximum. Unless otherwise shown Expansion Joint material to be asphalt or asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in accordance With ASTM D1752. B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in width 1 1/2 inch in depth unless shown otherwise. Contraction Jointspacing shall be evenly spaced between expansion joints at a maximum of ten (10) feet and at centerline of pavement. C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). IV. SUBGRADE A. Subgrade to be lime stabilized by lime slurry and compacted to 95% standard proctor density as prescribed by ASTM D698. B. Dampen subgrades not covered with membrane by sprinkling immediately before placing concrete. (Omit when subgrade is already damp). C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without damage to subgrade Curb/Pavement Detail N.T.S. 4 SF r r r r r r i r r r r r r r r r r r r r r r r r r r r r r r r r RIM ELEV =347.62 _ FL IN 6" PVC=339.52 (NW) FL IN 6" PVC=339.57 (SE) FL IN 8" PVC=339.37 (SW) ` FL OUT 8" PVC=339.32 (NE) WESLEYeTnL�IJNDAnOa LL L L FL IN 6" PVC=344.49 (NW) FL IN V CLAY=344.24 (NE) FL IN 4" CLAY=344.79 (SE) FL IN 4" CLAY=347.64 (SE) FL IN 6" CLAY=34239 (SW) FL OUT 6" CLAY=34229 (NW) E SS SS T E T F E 0 C3 A/c SS O Erosion Control/Inlet Protection 1 =51 3 Site Plan EXISTING STORM SEWER MANHOLE RIM=345.01 FL UNABLE TO MEASURE EXISTING STORM SEWER MANHOLE RIM -344.83 FL=UNABLE TO MEASURE CONNECT PROPOSED 12 RCP TO EXISTING INLE 12" SDR 26 PVC PRIVATE STORM SEWER @ 2.6%-15 LF LF RE SHEET Cl2� _ EXISTING GRATE INLET _ 6 -WL J;TC 347:16 6 -WL 6 -WL __ �-- =b -WL 6 -WL 6" -TC 346.45 FL 341.2H POINT TP 345.96 ® L L,/� •\ 346 sesessalss4e�sse 0 IF BERMUDA / •. _ ____ ___ ____ ____ ____ ___ ___ __1__ ____ ____ ____ __ •_•_•,�{_,.��5 GRASS SOD -492 SF . . . . . . . l.fld BERMUDA TC 34628 .• RE SHEEP C1213,�. RE SHEETC,213 . END ISLAND-. GRASS SOD TP 345.78 420 SF _ I -574 SF _ 2'X2' GRATE INLET - _r"- _ _ _ _ TC 347.60 TG 345.94 2' X GRATE INLET I t •®• • Q / FL IN 341.72 2' TG 346.05 _ TP 346.10 F '••�' =• FL OUT 341.62 FLOUT 343.45 ••• ` END ISLAND- . 1 404 SFTC 346.78 RA - TC 346.85 ` L ` TO 346.90 \\\\ TP 34628 EDULE STORM SEWER @ 150% 4• WIDE WHITE TP 346 35 �/Z / 346.94 6 -WL - - 6 -WL 5 -WL E TP 346.40 TG 346.64 \ \\ TP 346.44 �. \ IRRIGATION STRIPING 4" SCHEDULE //� TP 346.34 �\ SLEEVE -40 LF (TYPICAL r L•: N\ 40 PVC \\\ IRRIGATION F L ��-. EiECTR1CAL CONDUfT 40 �\\\ SLEEVE -41 LF Av 4'SCHEDULE40PVC L \\ / ELECTRICAL CONDUIT -41 LF v L �� ,(J TRAVERSE PT#701 O � / - ?,' TC 347.70 1� L Ir ` ' -, \\ N ,� TO 347.65 / TP 34720 R tt // ' L'• . 1 TC 347.54 \\ ? TP 347.15 / 347 1 L. 18'TYP. TP 347.04 23 "A1 STOPWt2m a .' , • • TP 347.16 4" WIDE WH ITE ; _ �' \/ / + at w \ Z_ ` ■ .ISLAND •EN;• LIGHT POLE INSTALLATION ISLAND- "• (TYPICAL) . 466 SF TO BE COORDINATED BY 465 SF I - � . GRASS RASS OD OD OWNER 21_ • • �� -01S7 SF 0C� O O D \ a 1 L_LL' m 1 F'. 4"WIDE WHITE •" .. 0 O • . GRASS SOD . y STRIPING A (TYPICAL) a: -417 SF TC 34820 LIGHT POLE INSTALLATION _ ♦. TP 347.70 -. N ._ TO BE COORDINATED BYSG 348.37_, 4"-SCHED.-aQ,rNC,„ .'t ; • ^�' 7 - t TC 348.38 OWNER ELECTfOCALDONOUTf-36 LF Y '�' - TP 7 347.8T.. - ;L 34.88 ., 4 SCHEDULE 40PVC - - - 'e`,', L .' X- ELECTRICAL CONDUIT -36 LF �•'u.='• 4 4"SCHED.40 TC 348.16 / -F �- �_ '� } +• PVC IRRIGATION E TP 347.66 ®! /// \\ \ SLEEVE -36 LF k r TC 3-48 2-0-1 j ,`V ,_ -R2 -� TC 348.56 R' TC 349.01 - - BILL AND FRANCIS COOLEY - !; .E TP 347.70 -'""� "�� --- 2 \\ TP 348.06 !r TP 348.51 - VOLUME 133, PACE 182 (PLAT) �. 1 / "r \ NG -1 CORE NORTHGATE EXISTING SANITARY SEWER MANHOLE 4"SCHED. 40 97 TYP TC 348.40 QT 'P. '■ RIM ELEV.=350.34 SLEEVEPVC - LF 3-48 TP 347.90 \\\ •fir FL IN 4" CLAY3344424((NE) _._. BERMUDA 348 • _ • 4" WIDE WHITE TC 348.63 \\-••••_•• L GRASS04 b TC 34826 STRIPING Q BERMUDA Ft IN 4" CLAY=347.64 (SE) -30SOD TP 348'13 FL IN 4" CLAY=344.19 (SE) r_,,,, TP 347.76 (TYPICAL) PROPOSED EASEMENT \\ 7�PP GRASSSOD -• _ TC 349.08 \\� FL IN 6" CLAY=342.39 (SW) DEDICATION END ISLAND- -216SF .�..� - TO 348.40 TP 348.54 \\ �� 5205 SF TP 348.56 FL OUT 6" CLAY -34229 (NW) L Q' I TP 347.90 TC 348.94 -OAPs - • ��cLL�(Al�ff�� -- -- • END ISLAND- R TP 348.74 TP 348.44 Q E 256 SF - TC 349.02 TP 348.84 TEXAS CONFERENCE OP 4"SCHED. 40 h TP 348.52 NE -UNITED 11ETflDO7ST CHURCH/ / PVC IRRIGATION N 9 9 VOLUME 1373, PACE 85 TC 348.87 ABANDONED ALLTTE, �,�. TO 349.0ALLEYII TP 348.37 / yp Per TP 348.51 MATCH TO 348.68 TC 349.,1 I EXISTING TC 349.08 - \ TC 348.84 TP 34858 TP 348.18 \` ob TP 348.34 E / -X' TP 348.61 8A G 34925 11 30' ALLEY MATCH "' m TC 3492E - _ Q' (I i; 4"SCHED. 40 VOLUME 133, PAGE 182 (PLAT) EXISTING � -- - _ � - • • TP 348.78 PVC IRRIGATION 4" SCHEDULE 40 PVC \ �\ _ _ • TC 348.92 m TC 349.42 SLEEVE- 29 LF ELE TRICAL CONOUfi- 30 LF TC 34928 TP 348.92 TC 348.40 II / TC 349.12 iP 348.92 / • D ISLAND - TP 348.78 TP 34690 111 TC 34950 / TP 348.62 223 SF TC 348.95 TP 349.50 11 MATCH $$-:: _ "•$ TP 348.958 $$ �"$ EXISTING $$ 34s e TC 349.04 TP 348.65 y/ MATCH •:.j..:: EXISTING • • BERMUDA BERMUDA L GRASS SOD GRASS SOD - R. SF RIM FLEV. 347.62 FL IN 6" PVC=339.52 (NW) FL IN 6" PVC=339.57 (SE) FL IN 8" PVC=339.37 (SW) FL OUT 8" PVC=339.32 (NE) ry VJ 0 1 ZE 1 z w w 0 N dN NU(WJ U2d Up 1�<W IAL F� U 6l a 1 I - - _ _ - TC 349.52 - f TP 349.D2 TP 349.18 TC 349.06 - HANDICAP A/C TP 348.56 A/C TP 349; 011 PARKING SIGN ` 1 BERMUDABERMUDA GRASSSOD GRASS SOD �6. �. E Stabilized Construction Exit 111=2o, 2 EXISTING p 1 NCLUDING SOD, SHRUBS AND TREES. ALL OTHER AREAS MATCH noN ARE TO BE SODDED. s IDSCAPING LEGEND ` s - 1 EXISTING N SANITARY SEWER MANHOLE 2. ALL LANDSCAPE MATER SS O Erosion Control/Inlet Protection 1 =51 3 Site Plan EXISTING STORM SEWER MANHOLE RIM=345.01 FL UNABLE TO MEASURE EXISTING STORM SEWER MANHOLE RIM -344.83 FL=UNABLE TO MEASURE CONNECT PROPOSED 12 RCP TO EXISTING INLE 12" SDR 26 PVC PRIVATE STORM SEWER @ 2.6%-15 LF LF RE SHEET Cl2� _ EXISTING GRATE INLET _ 6 -WL J;TC 347:16 6 -WL 6 -WL __ �-- =b -WL 6 -WL 6" -TC 346.45 FL 341.2H POINT TP 345.96 ® L L,/� •\ 346 sesessalss4e�sse 0 IF BERMUDA / •. _ ____ ___ ____ ____ ____ ___ ___ __1__ ____ ____ ____ __ •_•_•,�{_,.��5 GRASS SOD -492 SF . . . . . . . l.fld BERMUDA TC 34628 .• RE SHEEP C1213,�. RE SHEETC,213 . END ISLAND-. GRASS SOD TP 345.78 420 SF _ I -574 SF _ 2'X2' GRATE INLET - _r"- _ _ _ _ TC 347.60 TG 345.94 2' X GRATE INLET I t •®• • Q / FL IN 341.72 2' TG 346.05 _ TP 346.10 F '••�' =• FL OUT 341.62 FLOUT 343.45 ••• ` END ISLAND- . 1 404 SFTC 346.78 RA - TC 346.85 ` L ` TO 346.90 \\\\ TP 34628 EDULE STORM SEWER @ 150% 4• WIDE WHITE TP 346 35 �/Z / 346.94 6 -WL - - 6 -WL 5 -WL E TP 346.40 TG 346.64 \ \\ TP 346.44 �. \ IRRIGATION STRIPING 4" SCHEDULE //� TP 346.34 �\ SLEEVE -40 LF (TYPICAL r L•: N\ 40 PVC \\\ IRRIGATION F L ��-. EiECTR1CAL CONDUfT 40 �\\\ SLEEVE -41 LF Av 4'SCHEDULE40PVC L \\ / ELECTRICAL CONDUIT -41 LF v L �� ,(J TRAVERSE PT#701 O � / - ?,' TC 347.70 1� L Ir ` ' -, \\ N ,� TO 347.65 / TP 34720 R tt // ' L'• . 1 TC 347.54 \\ ? TP 347.15 / 347 1 L. 18'TYP. TP 347.04 23 "A1 STOPWt2m a .' , • • TP 347.16 4" WIDE WH ITE ; _ �' \/ / + at w \ Z_ ` ■ .ISLAND •EN;• LIGHT POLE INSTALLATION ISLAND- "• (TYPICAL) . 466 SF TO BE COORDINATED BY 465 SF I - � . GRASS RASS OD OD OWNER 21_ • • �� -01S7 SF 0C� O O D \ a 1 L_LL' m 1 F'. 4"WIDE WHITE •" .. 0 O • . GRASS SOD . y STRIPING A (TYPICAL) a: -417 SF TC 34820 LIGHT POLE INSTALLATION _ ♦. TP 347.70 -. N ._ TO BE COORDINATED BYSG 348.37_, 4"-SCHED.-aQ,rNC,„ .'t ; • ^�' 7 - t TC 348.38 OWNER ELECTfOCALDONOUTf-36 LF Y '�' - TP 7 347.8T.. - ;L 34.88 ., 4 SCHEDULE 40PVC - - - 'e`,', L .' X- ELECTRICAL CONDUIT -36 LF �•'u.='• 4 4"SCHED.40 TC 348.16 / -F �- �_ '� } +• PVC IRRIGATION E TP 347.66 ®! /// \\ \ SLEEVE -36 LF k r TC 3-48 2-0-1 j ,`V ,_ -R2 -� TC 348.56 R' TC 349.01 - - BILL AND FRANCIS COOLEY - !; .E TP 347.70 -'""� "�� --- 2 \\ TP 348.06 !r TP 348.51 - VOLUME 133, PACE 182 (PLAT) �. 1 / "r \ NG -1 CORE NORTHGATE EXISTING SANITARY SEWER MANHOLE 4"SCHED. 40 97 TYP TC 348.40 QT 'P. '■ RIM ELEV.=350.34 SLEEVEPVC - LF 3-48 TP 347.90 \\\ •fir FL IN 4" CLAY3344424((NE) _._. BERMUDA 348 • _ • 4" WIDE WHITE TC 348.63 \\-••••_•• L GRASS04 b TC 34826 STRIPING Q BERMUDA Ft IN 4" CLAY=347.64 (SE) -30SOD TP 348'13 FL IN 4" CLAY=344.19 (SE) r_,,,, TP 347.76 (TYPICAL) PROPOSED EASEMENT \\ 7�PP GRASSSOD -• _ TC 349.08 \\� FL IN 6" CLAY=342.39 (SW) DEDICATION END ISLAND- -216SF .�..� - TO 348.40 TP 348.54 \\ �� 5205 SF TP 348.56 FL OUT 6" CLAY -34229 (NW) L Q' I TP 347.90 TC 348.94 -OAPs - • ��cLL�(Al�ff�� -- -- • END ISLAND- R TP 348.74 TP 348.44 Q E 256 SF - TC 349.02 TP 348.84 TEXAS CONFERENCE OP 4"SCHED. 40 h TP 348.52 NE -UNITED 11ETflDO7ST CHURCH/ / PVC IRRIGATION N 9 9 VOLUME 1373, PACE 85 TC 348.87 ABANDONED ALLTTE, �,�. TO 349.0ALLEYII TP 348.37 / yp Per TP 348.51 MATCH TO 348.68 TC 349.,1 I EXISTING TC 349.08 - \ TC 348.84 TP 34858 TP 348.18 \` ob TP 348.34 E / -X' TP 348.61 8A G 34925 11 30' ALLEY MATCH "' m TC 3492E - _ Q' (I i; 4"SCHED. 40 VOLUME 133, PAGE 182 (PLAT) EXISTING � -- - _ � - • • TP 348.78 PVC IRRIGATION 4" SCHEDULE 40 PVC \ �\ _ _ • TC 348.92 m TC 349.42 SLEEVE- 29 LF ELE TRICAL CONOUfi- 30 LF TC 34928 TP 348.92 TC 348.40 II / TC 349.12 iP 348.92 / • D ISLAND - TP 348.78 TP 34690 111 TC 34950 / TP 348.62 223 SF TC 348.95 TP 349.50 11 MATCH $$-:: _ "•$ TP 348.958 $$ �"$ EXISTING $$ 34s e TC 349.04 TP 348.65 y/ MATCH •:.j..:: EXISTING • • BERMUDA BERMUDA L GRASS SOD GRASS SOD - R. SF RIM FLEV. 347.62 FL IN 6" PVC=339.52 (NW) FL IN 6" PVC=339.57 (SE) FL IN 8" PVC=339.37 (SW) FL OUT 8" PVC=339.32 (NE) ry VJ 0 1 ZE 1 z w w 0 N dN NU(WJ U2d Up 1�<W IAL F� U 6l a 1 I - - _ _ - TC 349.52 - f TP 349.D2 TP 349.18 TC 349.06 - HANDICAP A/C TP 348.56 A/C TP 349; 011 PARKING SIGN ` 1 BERMUDABERMUDA GRASSSOD GRASS SOD TAUBER STREET (40' R. 0. W.) T E LANDSCAPING NOTES: 1. 100% COVERAGE OF GR UWCC r say.ai MATCHTP E I �g 349.55 - BARBED WIRE FENCE EXISTING p 1 NCLUDING SOD, SHRUBS AND TREES. ALL OTHER AREAS MATCH noN ARE TO BE SODDED. U r IDSCAPING LEGEND EXISTING N SANITARY SEWER MANHOLE 2. ALL LANDSCAPE MATER NLS ?HP LL BE INSTALLED IN ACCORDANCE WITH THE CURRENT SANITARY SEWER CLEANOUT! SIZE 0 TYPE SIDEWALK E TAUBER STREET (40' R. 0. W.) T E LANDSCAPING NOTES: 1. 100% COVERAGE OF GR UWCC ■ N E I �g O 1-- -- - BARBED WIRE FENCE Q �- p ERI NCLUDING SOD, SHRUBS AND TREES. ALL OTHER AREAS DISTURBED BY CONSTRUc noN ARE TO BE SODDED. U r IDSCAPING LEGEND O �,'- N SANITARY SEWER MANHOLE 2. ALL LANDSCAPE MATER NLS ?HP LL BE INSTALLED IN ACCORDANCE WITH THE CURRENT SANITARY SEWER CLEANOUT! SIZE 0 TYPE POWER POLE E PLANTING PROCEDURES E 3TABLIS'HED BY THE MOST RECENT EDITION OF THE AMERICAN �S ■ O 21 1 INDIAN 0. STANDARD FOR NURSERY TOCK, S PUBLISHED BY THE AMERICAN ASSOCIATION OF �` - Mrn ZZ / - Q .� NURSERYMEN. CONTROL POINTZ rn Z VJ w rn �, LL W 11�5 3. IRRIGATION PLAN SEALED BY A LICENSED 00 IRRIGATOR IS REQUIRED TO BE PROVIDED WITH CREPE - tin Q CC O rn C:)1.c0 m / CONSTRUCTION SUBMITT S. IRRIGATION MYRTLE COVERAGE IS TO INCLUDE ALL END ISLANDS AND 0 0 � 0 0 _ PROPOSED STORM SEWER (SIZE NOTED) LANDSCAPED AREAS SHO NON T IS PIAN. APPROVED MANUFACTURERS ARE RAINBIRD AND N W F- MINIMUM >-b� m-� MZ U U) % ` U) a: ■ �� LOM too 25 2.1" LIVE OAK CANOPY TREE W o p LO (!) o Q O O N �(\IU�C'qJ CALIPER 4. ALL BACKFLOW DEVICE'MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY 'a Z p N OF COLLEGE STATION ORINANCE o 23941 Z C) Z 0 Z E f- r 41 Oz 5. PROVIDE A2" LAYER OF ULCH IT ALL SHRUB AREAS. 0 0 z Q z � N/A BERMUDA SOD 6 -WL 1 3KW2 1 z3ao o CwnW UD BOLTED DOWN>oo WESLEY FouNDAMO Nz BUILIMID n� 1 z3ao ":z <pwo o�z 1 L 1 C5 - < z L,J L.0 00-0 o -z o�:3W Dc �W0 1 oT >z REVIV PLIANCE NOV 2 3 2009 � c CO15. STATION MIN r*lilm s 287E SF II I w w G G u f -UG uc III -UC E E T T I II 4. ` 11. 1 LEGEND Existing - SANITARY SEWER (SIZE SHOWN) - WATER LINE (SIZE SHOWN) - NATURAL GAS LINE - UNDERGROUND ELECTRIC LINE U O a� ■ N E I �g O 1-- -- - BARBED WIRE FENCE Q �- p til 7 -O O p U r IDSCAPING LEGEND O �,'- N SANITARY SEWER MANHOLE U �o o, 00 EDED m SANITARY SEWER CLEANOUT! SIZE COMMON TYPE POWER POLE Q � NAME W LL W �S ■ o/ o 00 Z 5 GALLON INDIAN SHRUBc°'0 m HAWTHORN - Mrn r v / - Q .� CONTROL POINTZ rn Z VJ (0 ■ 1 o rn LL W 00 MINIMUM _.. CREPE - NON -CANOPY Q CC O rn C:)1.c0 m / CALIPER MYRTLE TREE 0 U _ PROPOSED STORM SEWER (SIZE NOTED) z_ W O U OW(nN� W F- MINIMUM >-b� m-� MZ U U) % ` U) a: ■ �� LOM too 25 2.1" LIVE OAK CANOPY TREE W o p LO (!) o Q O O ! � v �(\IU�C'qJ CALIPER PROPOSED CONCRETE SIDEWALK W (!] . n ■ 'a Z - SILT FENCE W o C) Z cn Q X LnL0 LLJ Z E f- r Oz ~ N '� 5 z Q z � N/A BERMUDA SOD O WUJ V w Lt_ OJ UJ J ■ O N =a it N LEGEND Existing - SANITARY SEWER (SIZE SHOWN) - WATER LINE (SIZE SHOWN) - NATURAL GAS LINE - UNDERGROUND ELECTRIC LINE U O a� ■ N coo} o `-:i- M N W �g O 1-- -- - BARBED WIRE FENCE til 7 J V) (n U r WATER VALVE V) a SANITARY SEWER MANHOLE (0 I_ >- w m SANITARY SEWER CLEANOUT! W POWER POLE Q � - UNDERGROUND TELEPHONE LINE - OVERHEAD ELECTRIC - OVERHEAD TELEPHONE - CHAINLINK,FENCE-- coo} o `-:i- M - BARBED WIRE FENCE FIRE HYDRANT J WATER VALVE SANITARY SEWER MANHOLE Q 0 SANITARY SEWER CLEANOUT! W POWER POLE p WATER METER _ Z TELEPHONE BOX m BENCH MARKICONTROL POINT - Q .� CONTROL POINTZ W U) EXISTING CONCRETE PAVEMENT LL W 00 W Proposed tiQ ti X-< F- w Z M ap o 0 W 0 U _ PROPOSED STORM SEWER (SIZE NOTED) i Z W O U OW(nN� W F- PROPOSED ASPHALT >-b� m-� MZ U U) PROPOSED CONCRETE ROADWAY PAVING W o p LO (!) o Q O O �(\IU�C'qJ r NNt- PROPOSED CONCRETE SIDEWALK - SILT FENCE a1A v 10 v x. ,5 LL II I CIO 1. THIS T I T DOES f40T LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I� M. MAP , CO MUNITY PANEL NO.48041C0144 C, EFFECTIVE DATE: 07-02-1992. 2. 100% CO RAGEF G OUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT S� to LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND (� Q� O 4--J DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT ^ PROPERTYINSTURBED DURING CONSTRUCTION. LL• 3. EXISTING IGHTS Al RE PRESENT ON BUILDING FOR EXISTING PARKING LOT. THESE ARE CON TRA i T NO. PROPOSED 10 REMAIN. 698020 4. ON DECEP BER 2,2V08, THE ZONING BOARD OF ADJUSTMENTS VOTED (5-0) TO GRANT THE VARIAN E TO THER QUIRED 200 -FOOT PARKING SETBACK TO CHURCH STREET AND SHEET NO. THE FLOOR -'O -AREA RATIO REQUIREMENT TO ALLOW FOR THE CONSTRUCTION OF 21 ADDITIONAL PARKING SPACES (FOR A TOTAL OF 48 SPACES) FOR THE PROPERTY. ANY FUTURE IMP ZOVEMENTS FOR BUILDING ADDITION WILL REQUIRE THE SITE TO COME INTO FULL COMPL ANCE WITH ALL APPLICABLE SECTIONS OF THE UNIFIED DEVELOPMENT ORDINANCE- i111112Cl i � 6 WL 6 WL 6 -WL 6—WL 6—WL a L - - - - - � '!E 16 'IP Af. 9P !fE .1F 'iE AL +1E IE iE !i►' �f► �` '�° ' $ ill' 9E a ?E +� 9l !l: '!E � AS 0 � 0 �' - L \ - . - . . • . _ • . . . . . - . — — — — — — — —_ _ _ _ _ .... - . • . BERMUDA Z. - - —---- --- ---- ---- ---- ---- --- ---- ---- ---- — -- GRASS SOD L .-.-. •.•..r.-.-. -492 SF ..- - - -- BERMUDA . . . . . . . . . . . . . END ISLAND -. . . . GRASS SOD . . . . . . . . . . . . . . 420 SF . . . . -574S F . . IPCV END ISLAND - - - - - - 404 SF . . Z_ \\ 4" SCHEDULE \\ 40 PVC IRRIGATION 4" SCHEDULE SLEEVE - 40 LF 40 PVC \ \ IRRIGATION SLEEVE -41 LF k \ / CO ..- L Z N \ \ L . • . END - END -ISLAND-. ISLAND - _ 466 SF � 465 SF - � BERMUDA [r GRASS SOD - • - -417 SF - L•P• - L� _ - - - - BERMUDA elE a . . . GRASS SOD - - - - - -417 SF . ; L� /. . ..% 4" SCHED. 40 /L__ - - - - - - PVC IRRIGATION iE I \ / / ==j SLEEVE- 36 LF V / 4" SCHED. 40 / PVC IRRIGATION ro \ - - . - SLEEVE- 36 LF �� _ _ _ _ . . . . . . _ \ Ii BERMUDA GRASS SOD -304 SF - / �\ - P BERMUDA - \ (� P- - - GRASS SOD L . - - . . \ \� -END ISLAND - . -216 SF & 205 SF 7 L ;. END ISLAND - 256 SF - \ \\ 4" SCHED. 40 \\ PVC IRRIGATION \\ SLEEVE- 30 LF I BENCH MARK PT. I` E 6—WL 6—WL C�� LANDSCAPING NOTES: LANDSCAPING I' 1. 100% COVERAGE Q F GROIJ�NDCOVER 1ITYI' INCLUDING SOD, SHRUBS AND TREES. ALL OTHER AREAS DISTURBED BY CON RUCTION ARE E TO BE SODDED. 2. ALL LANDSCAPE M kTE'RIAL SH L B IN. TA LIED IN ACCORDANCE WITH THE CURRENT S. PLANTING PROCEDU ES ESTABLISHED „ BY THE'MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NUF 3ERY ST CK, AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. > N 3: IRRIGATION PLAN EALED 3Y A LICENSED IRRIGATOR IS REQUIRED TO BE PROVIDED WITH CONSTRUCTION SUE ITTAL IRRIGATION COVERAGE IS TO INCLUDE ALL END ISLANDS AND LANDSCAPED AR CREPE NON -CANOPY IS PLAN. APPROVED MANUFACTURERS ARE RAINBIRD AND TORRO. iRSHOWNON7 T 1.25" 4. ALL BACKFLOW DE VICES MYST � E BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY OF COLLEGE STATIO 4 ORDINANCE I 2394. 5. PROVIDE A 2" LAY'l R OF MUCH IN ALL SHRUB AREAS. ' LANDSCAPING LEGEND E 1ITYI' COMMON SYMBOL QUA m 12 SIZE NAME TYPE o 154 EA 5 GALLON INDIAN SHRUB > N rn o HAWTHORN ■ I N N MINIMUM CREPE NON -CANOPY 12 EA T 1.25" � E O T MYRTLE TREE CALIPER E _ 91A to U MINIMUM 2.1" LIVE OAK CANOPY � � a v co iZ- TREE 0 w mo © 0 o 00 CALIPER 0 2875 SF LW r�• NIA BERMUDA SOD ' E 0 a d 0 w m 12 o � O N I > N rn o ■ F N N Q \ NS Q T ° � E O T Z a E _ v to U E U v I O' v � � a v co iZ- -vv c 0 w mo © 0 o 00 U 0 DCn "© o LW r�• E■ m = C °°0)U o�Q � QLL i CY)^ 0)�- Z N W z U)(0•� i � Ws t rn� EZ z Q� L0w z� x r, O (9�Q U o x LJ to Ill a 1w' V Q ~ z m� of Ti-,°�®e� JOHN RUSK 10.::..... ....... .8788� CcNS�'�?.� 9 S/ONAL \ - - 4" SCHED. 40 \\- - - ii PVC IRRIGATION OSLEEVE- 29 LF 1:ND ISLAND - II 223 SF (( SS 19S- . SS SS _ SS SS � E*: . END 1SLAND� - _ E I QQ .. _ •.. E 223 SF .. .... ....... .. . . . - . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . .-.-.-.-.- C s SHED --+ BERMUDA A C COO O � GRASS SODASC � / L •�`/ G � pp � BERMUDA =A/C Gp A C X GRASS SOD -194 SF O -56 SF A C ( ~ L ` O GRASS SOD BERMUDA O CL GRASS SOD Cz -z,- --+ -400 SF -168 SF O C% Cz \. LL u C: N f� \ `. WESLEY FOUNDATION � ,.n..® _,._.._ C: ; BUILDING " iuO . A C TRACT N0. OV 2 3 200'nt9 h i l� 'Y,(RE H 1.iYONO- 4 o. Fj ..8i�ts,4r� t 4 3 !S t1:11 bLh.03 Landscape/Irrigation Plan 1°=1o' � 1 J J m 12 O N �IL � N ■ F C:) NS r- ° N �_ - � � a co iZ- >- w m = C a� w ui rn N � z O 3 O U to 0 of Ti-,°�®e� JOHN RUSK 10.::..... ....... .8788� CcNS�'�?.� 9 S/ONAL \ - - 4" SCHED. 40 \\- - - ii PVC IRRIGATION OSLEEVE- 29 LF 1:ND ISLAND - II 223 SF (( SS 19S- . SS SS _ SS SS � E*: . END 1SLAND� - _ E I QQ .. _ •.. E 223 SF .. .... ....... .. . . . - . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . .-.-.-.-.- C s SHED --+ BERMUDA A C COO O � GRASS SODASC � / L •�`/ G � pp � BERMUDA =A/C Gp A C X GRASS SOD -194 SF O -56 SF A C ( ~ L ` O GRASS SOD BERMUDA O CL GRASS SOD Cz -z,- --+ -400 SF -168 SF O C% Cz \. LL u C: N f� \ `. WESLEY FOUNDATION � ,.n..® _,._.._ C: ; BUILDING " iuO . A C TRACT N0. OV 2 3 200'nt9 h i l� 'Y,(RE H 1.iYONO- 4 o. Fj ..8i�ts,4r� t 4 3 !S t1:11 bLh.03 Landscape/Irrigation Plan 1°=1o' � 1 3/4" EXPANSION JOINT PAVING JOINT SEALANT EXPANSION JOINT MATERIAL z 0CL i E 00 SLEEVE & 3/4" END PLUG 2"x4" WIRE MESH O vl iv N r FASTENED TO T -POST ILL w p N rT ~ LLJ SEDIMENT CONTROL FABRIC FASTENED SECURELY TO W J z O EXISTIIv`G~CONCRETE ' A�- ' — "" ° ' ` T -POST & WIRE MESH – O ° a •< :: < z Q =' ° . < . ¢ ? METAL T -POST 8" OF FILTER FABRIC TO EXTEND N H O \'`; • ``, �'`\ \. \, \. ` �; \. \ ' � \� \ `\ ` '. ' \`� � ! AS REQ D• TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPAC[D 6' APART WITH COMPACTED BACK FILL ALLOW 2.5 TO 5 AT TOE OF SAND BA --- i—+► Q ''� O i ` \ \ � 4 , \ � , \ \ ., . \\�\ \ ♦ . f •\ / ;. \ 1 \ \ \ f \\. /� \ . i �`\ / \ / \ ,;r \\/\ /' f�l ff \ f f f; '' " /% . f / f : �/ '� . • 4" ir' f % \ ,'r /314'4 f/�/ ' i`i f %/ ,' / i ,', i . SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO ACCUMULATE. ALIGN FENCE /\f BE USED IN AREAS OF / ALONG SLOPE CONTOURS. z E N /r %/ f f \ ; ff/ / \% rte\ f f�ff\fj� f :f fr' i , \, �/�/ f r'/'� / / i u fit` \ /, %� %:\' , r,., \ r :\ \ ` DRAINAGE FLOW. r FLOW NATURAL GROUN ' ` i OF o > O z \ ;-Nfi \CQNfiirP�1(a DRILL .$ ROUT 172 Q1 .2`.SMGgTIh-, \\.� \\ \,\, \ •.\ •. %\ / r \ ,s \ �''fi f f no/SIp Air r rpOVUEL� @'1ja1TLS�t �'/j/ f r ;J (RECTION f �% D �..r a v:, , �.. -- r -- G V 0 j \ f r / ` r\\� r / \%\�� `fes %\ o 4X4 MIN. TRENC 4 4 v MINIMUM 12 SHALL BE FULL / ti f\ ; \ \, ` =jf j�;\j\ `, `� \\\ `'�� jj\�`i -\' 20 : T�MPORARY I DEVICES AROUND INLETS ARE USED TO DETAIN AND/OR z ,c + 0 WIDTH 0 F SITE ENTRANCE \ \ . ;l\\;i\, ! l I r , % ;y r / i f f" t f r ; FILER SEDIMENT SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS TO SETTLE PRIOR TO DISCHARGE INTO STORM DRAIN. p O O O 00 6" MIN. DEPTH STON VAR I E © o (ASTM D448, 3" TO I00� 5" DIAMETER) OVER ( j U W � @� OCV 0, 10 i W; I O GEOTEXTILE FABRIC WITH SAME SQUARE L00 r v ,rGOUj FOOTAGE. - - _ -- _ - -- -- - � , C.0 00 A � -- E ■ `° c:) rn % SILT FENCE ASSEMBLY N.T.S. 6 INLE P �' TECTION N.T.S. 3 EXISTING STREET -� <w i I I I , � (o NOTE CONCRETE TIE-IN TO EXISTING N.T.S. 9 "' `° 60 MIN. DRESS WITH ADDITIONAL STONE A S NEEDED. 1/4" CONTROL JOINT SAWED OR TOOLED JOINT W/ REINFORCEMENT PAVING JOINT SEALANT L uj� 00 I� ■ Z STONE I S TO BE MAINTAINED S 0 A S T 0 PREVENT NOTE: CAST IRON INLET GRATE W/ FRAME. PRECAST CONCRETE INLETS MAY BE 12" SQUARE - TYPE "A' - VULCAN V5713 SERIES RE: CONCRETE PAVING - DETAIL F\ NEW CONC. PAVING w n E p Q O i CONSTRUCTION TRAFFIC SUBSTITUTED FOR CAST -IN-PLACE INLET 18" SQUARE - TYPE "B" - VULCAN V5720 SERIES SHOWN UPON APPROVAL. "C" N N 6" x -J w GEOTEXT I LE FROM TRACKING MUD ONTO 24" SQUARE -TYPE -VULCAN V5726 SERIES ADA -PROVIDE GRATE TO MEET ADA REQUIREMENTS OF 1/2" ,^ :!" ° - " •>, ","" :.,_ , •d " ••• "' rnE– U cn FABRIC ADJACENT PUBLIC STREETS. CLEAR MAX. BETWEEN GRATE BARS AT ALL SIDEWALKS WITH ELONGATED OPENINGS PLACED SO THAT THE LONG DIMENSION IS •" " °•' • .' +r^`"'i�". •" .". ':.`° *•' ,.. r.; ,-.," ", " """�' "�, °.\ 7 f_ Z X o w _ SUBGRADE\ T THE DOMINANT PATH OF TRAVEL. PERPENDICULARO O " , ".: i • i f " ' : f • `" ° ' r \ \, \ \ . ti \ ° \ l " , \ \ \ SECTION A A �`•:. r �f '/fes �,.f\�/ �f// � j `,`/,% ' i�/f%i �r�1f;�/ f� !f:�r/�i�; � N "•" SEE PLAN FOR INLET ELEVATION , \f \ ,`.`:. \ `,ti'. \\��,�\\`,/t`./.`1\\\� . " 16101 GNR TECHNOLOGIES RECYCLED RUBBER OR Y Q III—III—III=III—III—III —III—III—III—III—III—III—III—III—III—III—III :: : • APPROVED EQUAL WHEEL STOP. 6'L x 6"W x 4"" w `, FINISHED GRADE OR HARD SURFACE SLOPE TO INLET I �—III—� I I—I (�—) I I—I :"..I j .: ." ,:.. MOLDED REFLECTIVE TAPE W J _j ■ m - f NOTES: -PLACE EXPANSION JOINTS @ 60' CENTERS OR LESS. SAW CUT CONTROL JOINTS ARE TO BE ; IT" " .:.._.." ±" ` ; : " " .:.`" ::" =: ;`" `' '" J O CV O T� a y � �, '`/,•' / �\� - CUT WITHIN 24 HRS. OF CONCRETE ■ � \\ \\f `\" .f, STORM SEWER PIPE (RE: PLAN) Z rj \fil ° d fl PLACEMENT. CONCRETE - 2" DIA. X 7" WEDGE ANCHOR (V Ld 98 ASPHALT -z" DIA. X 7" LAG BOLT WITH SHIELD Ih ° "" �,1r;>> CONTROL JOINT DETAIL EMBED ED DEPTH � � LL °.� ° 3/4" EXPANSION JOINT PAVING JOINT SEALANT PER MAN RECOM FACTURE ENDATIO R'S NOTE: ALL INSTALLATIONS TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS cn � in CONSTRUCTION EXIT SILT CONTROL 11 N.T.S. FLOW °� 12" N = a LINE " ° #4 TIES @ 12" O.C. ' EXPANSION JOINT MATERIAL REINFORCEMENT O W }m RE: CONCRETE PAVING }' = DETAIL NEW CONC. PAVING N U 5 a 12" SQUARE - TYPE "A" RECYCLED RUBBER WHEEL STOP N 18" SQUARE - TYPE "B" #4 U-BARS@12" O.C. EACH WAY GROUT INVERT TO "C" �. a . • . .: ° •." a• " •, , ". 'GUIDELINES. FLOWLINE 8• 24" SQUARE -TYPE 8" . .. - ° ' :::. �(j O 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN 2. FINISH: LIGHT BROOM -FINISH. _JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK _ : f •"" as \ \ ` ` \ z � $ i WIDTH. EXPANSION JOINTS 40 O.C. CONTRACTION JOINTS 4 O.C. \ \ / ti /\ \ r\ \ , l \ 1 f /, /� \. f.. ,/. i % .r , .. , , t . , .. rr . % A, 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)—)—)—) �_�—)—� W H E L TO P 2 WITH *3 12" BARS @ 12" O.C. OR *4 12" BARS @ 18" O.C. AREA INLET AT PAVING N.T.S. 8 _� �_) (�--)---)—)—� — — N.T.S. x x 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 981 OF MAXIMUM 3/4" x 18" DOWELS @ 12" w/ SLEEVE AND END PLUG SPACED OF �-i DRY DENSITY AS •� �� '"' �� Is 5. DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE BETWEEN REINFORCEMENT REINFORCING TO BE SPACED NO GREATER 5;• w ; j& OPTIMUM MOISTURE CONTENT NOTES: THAN 2" FROM EXP. JOINT - PLACE EXPANSION JOINTS @ 40' CENTERS OR LESS. � �' .......... � 4 14 SEAL WITH EXPANSION -SAW CUT CONTROL JOINTS ARE TO BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT EVENLY SPACED ® O.. t t 14 S � JOINT MATERIAL SMOOTH DOWEL BAR �� �� �� BETWEEN EXPANSION JOINTS (10' MAX SPACING) o • 8788' 11 1/4 R 1/2 0 X 18", 12 O.C. a - CONTRACTOR TO ENSURE THAT DOWELS REMAIN STRAIGHT AT ALL EXPANSION JOINTS �� p'. 1 Oc •CIC �® ��• '� s 3/4" (COATED W/HEAVY GREASE) a 90 cc ENS:.• S � k �" EXPANSION JOINT DETAIL ®N® 41' CONCRETE PAVER WITH TRUNCATED �--- JOINT DETAILS N.T.S. 5C)/, NON -EXTRUDING FILLER DOME SURFACE MAX.4"ALLSIDEs(TYPICAL) 7- 7 3" LONG METAL OR PLASTICCAP, INSIDE DIAMETER TO BE %6" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE IN A A LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. S NA E SIDEWALK EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED TRUNCATED DOME PATTERN CURB RAMP 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 1^ 2" 3/8" R ._ ..---- PAVEMENTLi 41 lr GENERAL NOTES: f 1. CONCRETE PAVER UNITS SHALL BEET ALL REQUIREMENTS COMPACTED CEMENT STABILIZED ." - SECTION �`. \. `.!. \,` ..�: .�� `_• SAND BACKFILL . " , / i' �\/ ! 11/2 O.D. ALV.S L. PIPE -_. 04 OF ASTM C-936, C-33, AND SHALL BE LAID IN A TWO BY UNIT BASKET WEAVE PATTERN, UNLESS SHOWN �j \� \r ' ` r\ 1 1/2" TWO 1 SIDEWALK CONTRACTION JOINT QTHERw1sEINTHEPLANS. 2. DOMES SHALL BE ALIGNED IN THE DIRECTION OF \ PEDESTRIAN TRAVEL. 3. CONCRETE PAVER UNITS SHALL HAVE A TRUNCATED DOME SURFACE FOR DETECTABLE WARNING TO NEW PIPE - 0- `: �, '`• \\`' 2 O.D. GA PIPE LEE E = TOP CCS O O O PEDESTRIANS. 4. CONCRETE PAVER UNIT COLOR FOR THE RAMP SHALL BEA ' ti f,-; rI r/\ \ m CONTRASTING COLOR THAT PROVIDES A LIGHT � Q ACCEPTABLE PAVER MATERIAL N REFLECTIVE VALUE THAT SIGNIFICANTLY CONTRASTS O O O WTH THE ADJACENT SURFACES. THE COLOR OF THE 4" PIPE BEDDING Cad PAVING MIN. SEE PLAN VARIES = •1–r � -1–+ CONCRETE PAVER UNITS SHALL BE SHOWN ELSEWHERE IN THE PLANS. SURFACES INCLUDE SIDE E- 2% MAX. (ADJACENT FLARES). 4. WHERE GROUNDWATER IS ENCOUNTERED IN CON( RETE F "H�ZARD" OOTI G - � .� "• – '' ""` 5. CONCRETE PAVER UNITS SHALL BE SAW CUT ONLY AND 8" ANY CUT UNIT SHALL NOT BE LESS THAN 25 PERCENT OF TRENCH, PROVIDE CLASS I BEDDING FOR PVC GRAVITY SEWER LINES, & STORM DRAINS. PAI YELLO TED W/ 4 VERT. #3 s O 111_A FULL UNIT. SEE NOTE 4 ` REFER TO GEOTECHNICAL REPORT FOR AND #3 IES @ �� 2 C.C. V— �_ V GROUNDWATER CONDITIONS WHERE `\ ,- Q� SEE NOTE 3 CONCRETE PAVER WITH TRUNCATED DOME SURFACE APPLICABLE. PAVING 1,\; / ',;, •_ ° f - N 28 -DAY CONCRETE CLASS A CONCRETE - SHALL CONFORM TO CO CRETE /11, , ` o '- O *3 BARS @ 12" O.C.E.W. 0 STRENGTH= 3000 psi *4 BARS 18" O.C.E.W. (4" THICK MIN.) APPLICABLE SPECIFICATIONS CONCRETE n+n ;,"" E ro� I .. ." \`` N n'•t • EXPANSION JOINT AS REQUIRED PAVER WITH TRUNCATED DOME SURFACE i r 1 `/ CL SEE FINISH NOTE V MORTAR BED - SHALL CONFORM TO APPLICABLE SIDE FLARE (TYP) SPECIFICATIONS 1 t a / CONTRACT 698 N0. ''':20 CONTROL JOINT PERMISSIBLE -•_- \ I I2000 I \ \� �„_ - 2 '� q R,.} SHEET NO. t t"•- Aj 6 r j{ aA�ES i:mu d r 2" SAND CUSHION 4" #3 BARS @ 12" ON -CENTER BOTH WAYS SECTION A -Ar° - •� 1` i V IAMETER S p .4 SIDEWALK N.T.S. 1O HANDICAP RAMP STRAIGHT N.T.S. S 7 STORM SEWER PIPE BEDDING N.T.S. 4 HAN ICRP ,, SIGN � N.T.S. 1