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HomeMy WebLinkAboutDrawingsGENERAL NOTES: 1. THE DEVELOPER SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL UNDERGROUND CONDUIT FOR FEEDERS, LATERALS, & SERVICES WITHIN THE SUBDIVISION. THE OWNER SHALL PROVIDE A BLANKET EASEMENT DURING CONSTRUCTION UNTIL ALL PLATS ARE FILLED. 2. THE CONTRACTION SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 3. SIGNS TO BE PERMITTED SEPERATELY. 4. DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGNS. 5. DEVELOPER POURS TRANSFORMER PAD(S) PER CITY SPECS & DESIGNS. 6. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS & DESIGNS. (PULL BOXES PROVIDED BY CITY) 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE PERIMETER BOUNDRY OF THE SUBJECT LOT, MEASURED FROM A POINT OF 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, MATERIALS, COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE, 8. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN ON THE F.I.R.M. MAP# 48041CO201 D DATED: FEBRUARY 9,2000 (FLOOD INSURANCE RATE MAP). 9. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 10. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 11. CONTRACTOR TO REMOVE EXISTING ROPES COURSE IN REAR OF PROPERTY. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 13. SEE SHEET S-3 FOR ALL OF C.S.U.'s ELECTRICAL LAYOUT INFORMATION. GENERAL NOTES SCALE: N.T.S 02 PARKING ANALYSIS NEW OFFICE BUILDING 2,018 SQ.FT. @ 250/SQ.FT. = 8.32 TOTAL SPACES REQUIRED: 8.32 = 9 TOTAL SPACES PROVIDED: 9 DEMANDS SCHEDULE WATER SANITARY SEWER Minimum 0 0 Average_, _ Maximum 600 600 _ ��METHOD II 25gpd/cap x 30per 1 acre x .2 Acre = 150 GPD PARKING ANALYSIS SCALE: N.T.S OS 1 VICIN1TY" �17yI�Ji3r��J31 SCALE: N.T.S 103 BUILDING LOCATION. r SEE 01/S-1. I i I ' I I J i I ( I I i i i I I I I J I PROPERTY MAP SCALE: N.T.S 1061 PROPERTY" SCALE: N.T.S 104 EXISTING BASKETBALL COURT EXISTING ADMINISTRATION BUILDING (1—STORY) (47,484 S01T.) 0 O �i r r� \\NEW T 'A� \ TRANSFORMER (SEE SHEET F\�( S-3 FOR ALL ELECTRICAL LAYOUT INFORMATION) I� . a'q I \ \ \ \ \ PLAN NORTH 0 \ \ \ 0 �\ `\\ ;City iof College Station I In ZQ \ v (led 1 Acres al.I00 64' � I w v \ � 6927, Pg. 226 I I vvvv , I I zo \ v ZONED A-0 I I I C) N \\ I ' a� LLJ 0� \\\' H Cn 00 C o I EXISTING ROCOL RSE \\>\ ;° (TO BE MOVED) \\ `\ N 0 .? 0 . \9 W �I 29 I I \\\ \ H W a ►-� c� 5 C� I\ xz oo °- I I Lv <j PAD \.`�o / / &/ t= I I 297 EXISTING w I I N Qe`�'�.\ F / /, / Oj PARKING LOT I x ' 32 GA / &DRIVE I I w ELECT. ROLL C F METER /// TRASH BIN LOCTIO / / / �o 0/'/ � g \ /// ; g EW WATER ; "\; I�' METER I 'I EXISTING PARKING LOT & DRIVE /i' I �\ q I /� \ b // / �;' N\ 06 r _ BIKE RACK 39,_2„ I � `Y' / / NEW 4" Sys! City Of CoIIE Calle 384 s-2 Vol. 2 90,0, NE & DRING VE / i PARKING LOT & DRIVE P xN C / ANHOLE (SEE ENGINEERS / r DRAWINGS) /Y . / ' i� / / age Station 19, Acres PD, . 230 M-1 _ CURVE LEGEND SANITARY SEWER CLEANOUT �O MANHOLE LENGTH EXISTING TELEPHONE POLE 11 WATER METER ICHORD. DIST. FIRE HYDRANT X EXISTING PRIVACY FENCE 15:36' WATER LINE W/ SIZE �I, N 18' 0728" E SEWER LINE W/ SIZE UNDERGROUND ELECTRIC ---_----------- PROPOSED SILT FENCE T TELEPHONE LINE NEW & EXISTING PAINTED FIRE LANE FIRELANE NOPARKING EXISTING 4" WIDE PAINTED RED STRIPE WITH WHITE TEXT "FIRE LANE - NO PARKING - TOW AWAY ZONE" — - - - T — TREE PROTECTION FENCING 297 EXISTING GRADING - - 297 -- PROPOSED GRADING �17yI�Ji3r��J31 SCALE: N.T.S 103 BUILDING LOCATION. r SEE 01/S-1. I i I ' I I J i I ( I I i i i I I I I J I PROPERTY MAP SCALE: N.T.S 1061 PROPERTY" SCALE: N.T.S 104 EXISTING BASKETBALL COURT EXISTING ADMINISTRATION BUILDING (1—STORY) (47,484 S01T.) 0 O �i r r� \\NEW T 'A� \ TRANSFORMER (SEE SHEET F\�( S-3 FOR ALL ELECTRICAL LAYOUT INFORMATION) I� . a'q I \ \ \ \ \ PLAN NORTH 0 \ \ \ 0 �\ `\\ ;City iof College Station I In ZQ \ v (led 1 Acres al.I00 64' � I w v \ � 6927, Pg. 226 I I vvvv , I I zo \ v ZONED A-0 I I I C) N \\ I ' a� LLJ 0� \\\' H Cn 00 C o I EXISTING ROCOL RSE \\>\ ;° (TO BE MOVED) \\ `\ N 0 .? 0 . \9 W �I 29 I I \\\ \ H W a ►-� c� 5 C� I\ xz oo °- I I Lv <j PAD \.`�o / / &/ t= I I 297 EXISTING w I I N Qe`�'�.\ F / /, / Oj PARKING LOT I x ' 32 GA / &DRIVE I I w ELECT. ROLL C F METER /// TRASH BIN LOCTIO / / / �o 0/'/ � g \ /// ; g EW WATER ; "\; I�' METER I 'I EXISTING PARKING LOT & DRIVE /i' I �\ q I /� \ b // / �;' N\ 06 r _ BIKE RACK 39,_2„ I � `Y' / / NEW 4" Sys! City Of CoIIE Calle 384 s-2 Vol. 2 90,0, NE & DRING VE / i PARKING LOT & DRIVE P xN C / ANHOLE (SEE ENGINEERS / r DRAWINGS) /Y . / ' i� / / age Station 19, Acres PD, . 230 M-1 _ CURVE �T BLE' LINE BEARING CURVE DELTA i RADIUS LENGTH TANGENIT 11 CHORD. BRG. ICHORD. DIST. C137' 24'15" ` 45.36' 29.61' 15:36' �I, N 18' 0728" E 29.09' LINE TAB LINE BEARING i DIST NCE L1 N 45' 40'27" 1V 29.63' 11 L2 N 0' 34'39" W 51.117' 1 U Uco W V 00 C) Q Cl) Q hQ o U > � N Q � U� REVIEWED FOR COMPLIANCE DEC1 12010 COLLEGE STATION QIP ENGINEER ING , DEC 01 2010d,1,�_ i PIP rILER 9/iv o � Uj t- 0 r -..q SCALE: 1 " = 20' 101 NEW LANDSCAPING Symboll Name Cal. or Gal. Size Quantity Points Totals � N 00 U Crepe Myrtle can) 0 Lagerstroemia indica 1.25 min. 2 40 80 0 Dwarf Burford Holly 5 gal. min. 14 10 140 Ilex Cornuta Bufor di -Nana existing live 0Preserving % oak with barricade. . 4" dia. 3 400 1200 F-7-7-71 ... NEW Lawn area .......... .... 10,921 SF Renovation Area 13,665 SF 13,665 @30 = 409.95 + 300= 710 or min. 806 800 Points Required 1000 80 + 140 + 1200 = 1,420 Points Supplied NOTES: 1. BARRICADE FOR INDICATED TREES TO BE CONSTRUCTED WITH 48" HIGH ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL T -POSTS. BARRICADE TO BE PLACED IN A CIRCLE AROUND INDICATED TREES A RADIAL DISTANCEOF 1-0" FOR EVERY 1" CALIPER OF TREE. BARRICADE MUST BE IN PLACE PRIOR �79.ANY DEVELOPMENT ACTIVITY AS WELL AS THROUGHOUT THE CONSTRUCTION PROCESS. 2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. LANDSCAPING LEGEND SCALE: N.T.S 105 WHEN JOINING TWO OR MORE "SILT STOP" FENCES TIE THE SILT FENCE "SILT STOP" TWO END POSTS TOGETHER WOODEN OR METAL POST R APPROVED EQUAL WITH NYLON CORD MIN. 3" LENGTH (1 1/2" EXPOSED) MIN. 24" OVERALL MAX 10' SPACING + GROUND LINE "x6" TRENCH ROUND LINE COMPACT TRENCH ACKFILL TO PREVENT XISTING GROUND BURY TOE OF SILT FENC "WASHOUT" 6" BELOW PROPOSED GRADE XISTING SOIL SILT FENCE DETAILS SCALE: N.T.S 1041 TOOL EDGE AT E.J. ------- JL ---------------- #3 DOWELS V-6" LONG AT 16" O.C. WRAP ONE END SIDEWALK DETAILS HDCP. PARKING SIGN MOUNTED ON STEEL POST MAXIMUM SLOPE 1:12— RAMP AREA TO BE CONTRASTING COLOR. HANDICAP PARKING DETAIL 3/4" REDWOOD EXPANSION 3/4" DEEP TOOLED JOINT 1/4" BELOW TOP OF CONTROL WALK AT APPROX. 30' O.C. JOINT AT APPROX. 4' O.C. AND AT 450 & 900 TURNS. ALSO MATCH E.J. AT DRIVE. -------------JL------- _$ -------------al--- ------ ------- g_ --- JL ---- Z__ 3 AT 16" O.C. EACH WAY 2" COMPACTED FILL EXISTING SIDEWALK 0 LO W 0- 0 EXISTING END ISLAND PARKING HANDICAP NEW CROSSW 11 11 EXISTING SIDEWALK I 4" WIDE PAINTED TRAFFIC STRIPPING YELLOW OR WHITE PARKING TYPICAL Li 0 In 0 � % 100 0 �x /�D LO ....... �Y\ .......... �v cn 1 0 ....... C� -, xe, ............ . ............. XI Li I Cf) N\ . . . . . . . . . . . Li % . . . . . . . . . . . % . . . . . . . . . . . . 0 . . . . . . . . . . . . . .. . . . .. . . . . . . . . > /* <0 /* . . . . . . . . . . /* Ilk\ 0 N\ . . . . . . . . . . /* /* v IZ \ .......... 0 PIAN NORTH 0 0 �y � O Q� � N 00 U can) 0 00 U PQ 0-) ...... . . . . . . . . . . Li 0 In 0 � % 100 0 �x /�D LO ....... �Y\ .......... �v cn 1 0 ....... C� -, xe, ............ . ............. XI Li I Cf) N\ . . . . . . . . . . . Li % . . . . . . . . . . . % . . . . . . . . . . . . 0 . . . . . . . . . . . . . .. . . . .. . . . . . . . . > /* <0 /* . . . . . . . . . . /* Ilk\ 0 N\ . . . . . . . . . . /* /* v IZ \ .......... 0 PIAN NORTH 0 0 �y C-3 z SCALE: N.T.S 103 . . . . .. . . I -Olt it 10 .......... .. ...... ........... 0 . ...... r1) /* �z:1e C) >4 ........ Cn Cn j >L� ........ DRIPLINE ........... Cn Apr 0 Cn /* ...... ............ 48" BARRIER FENCING =ENCING TO NOT BE ...... `%LOSER THAN DRIPLINE 4 �. .. . . . .. . . " .`.`.`.` j`."."` ..`.`." .............................. T BAR STAKES 1 1" x 1 1" x 1" x / ........ ........ 51-011 2 2 8 .......... CONC. SIDEWALK- 10'@ 6-0" Q.C. FIRMLY C1. DRIVEN AT LEAST 3' INTO ..... GRADE < ....... cr ....... . ..... 48" BARRIER FENCING --SEE 17 RAWING FOR LOCATIONS z -j, I XISTING GRADE I—C.0 z N F IIIIIIIIIIIIIIINLIVI SCALE: N.T.S. 1 06 1 LANDSCAPING AND EROISION CONTROL PLAN mff� 111111W11A �Ulb DEC 01 2010 TREI PROTECTION DETAIL' SCALE: N;T SCALE: N.T.S. L L 1021 TREE PROTECTION DETA LU I;E U) C V� \V SCALE: 1" = 10'101 A� � O Q� � N 00 U can) 0 00 U PQ C-3 z SCALE: N.T.S 103 . . . . .. . . I -Olt it 10 .......... .. ...... ........... 0 . ...... r1) /* �z:1e C) >4 ........ Cn Cn j >L� ........ DRIPLINE ........... Cn Apr 0 Cn /* ...... ............ 48" BARRIER FENCING =ENCING TO NOT BE ...... `%LOSER THAN DRIPLINE 4 �. .. . . . .. . . " .`.`.`.` j`."."` ..`.`." .............................. T BAR STAKES 1 1" x 1 1" x 1" x / ........ ........ 51-011 2 2 8 .......... CONC. SIDEWALK- 10'@ 6-0" Q.C. FIRMLY C1. DRIVEN AT LEAST 3' INTO ..... GRADE < ....... cr ....... . ..... 48" BARRIER FENCING --SEE 17 RAWING FOR LOCATIONS z -j, I XISTING GRADE I—C.0 z N F IIIIIIIIIIIIIIINLIVI SCALE: N.T.S. 1 06 1 LANDSCAPING AND EROISION CONTROL PLAN mff� 111111W11A �Ulb DEC 01 2010 TREI PROTECTION DETAIL' SCALE: N;T SCALE: N.T.S. L L 1021 TREE PROTECTION DETA LU I;E U) C V� \V SCALE: 1" = 10'101 A� GENERAL NOTES: 1. THE DEVELOPER SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL UNDERGROUND CONDUIT FOR FEEDERS, LATERALS, & SERVICES WITHIN THE SUBDIVISION. THE OWNER SHALL PROVIDE A BLANKET EASEMENT DURING - CONSTRUCTION UNTIL ALL PLATS ARE FILLED. 2. THE CONTRACTION SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 3. SIGNS TO BE PERMITTED SEPERATELY. 4. DEVELOPER INSTALLS CONDUIT PER CITY SPECS & DESIGNS. 5. DEVELOPER POURS TRANSFORMER PAD(S) PER CITY SPECS & DESIGNS. 6. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS & DESIGNS. (PULL BOXES PROVIDED BY CITY) 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE PERIMETER BOUNDRY OF THE SUBJECT LOT, MEASURED FROM A POINT OF 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, MATERIALS, COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN ON THE F.I.R.M. (FLOOD INSURANCE RATE MAP). 9. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 10. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 11. CONTRACTOR TO REMOVE EXISTING ROPES COURSE IN REAR OF PROPERTY. LEGEND SANITARY SEWER CLEANOUT OO MANHOLE EXISTING TELEPHONE POLE WATER METER FIRE HYDRANT X EXISTING PRIVACY FENCE WATER LINE W/ SIZE SEWER LINE W/ SIZE UNDERGROUND ELECTRIC ---------- PROPOSED SILT FENCE T TELEPHONE LINE NEW & EXISTING PAINTED FIRE LANE Neum -- NO EXISTING 4" WIDE PAINTED RED STRIPE WITH WHITE TEXT "FIRE LANE - NO PARKING - TOW AWAY ZONE" — - - - * — TREE PROTECTION FENCING 297 EXISTING GRADING PROPOSED GRADING GENERAL NOTES SCALE: N.T.S 1 03 1 PARKING ANALYSIS NEW OFFICE BUILDING 2,018 SQ.FT. @ 250/SQ.FT. = 8.32 TOTAL SPACES REQUIRED: 8.32 = 9 TOTAL SPACES PROVIDED: 9 DEMANDS SCHEDULE WATER SANITARY SEWER Minimum 0 0 Average 150 150 Maximum 600 600 METHOD 11 25gpd/cap x 30per 1 acre x.2 Acre =150 GPD PARKING ANALYSIS SCALE: N.T.S 1 05 1 I MA to) IIMUMw TIF;19 BUILDING LOCA S,HH.= No... B ,EAST FRONTAGE .RD. ,7 g 0 • W r ■ SCALE: N.T.S 102 I \\ �\ M \ 00 Ri N _ EwsnNc . O �y TRANSFow. NE UNDERGROUND ELECT. [ —U I� \ �0 0lu \ a, \ U S 0 4 UN j j I, 'Gl 0 t EXISTING BASKETBALL COURT / / / / / \ / 0 y, ` I \ I ( �TREA SFORVER q \ H City of College Station /� U I I \\ I `\ \ Called 100.64 Acres Vol. 6927, Pg. 22600 cn I Q w \.\ EXIS NG ROPES COURSE \ \ `[�-� co LU (0 1151L REMOVED) `\ ` [—+ Q I I \ \ 0 I \ \ aoo' VEHICLE �p LAY OF HOSE 01 PAO( t ���r ETEar I ' f 2 GAL `•� `y� / /� EwsnNc I %i \Rau aPF �)'• / , PARKING LOT / h DRIVE C I , ( 1k % /// \ RM �:• / / y� . ( NEW TE MER furl i (�`� ILL cV EXISTING / PAR�K4BLOT I �/ I ° I / fitiq // f, C� �oDRIVE `p ADMINISTRATION 0�0 BUILDING % r ; , �// ; /w (i—STORY) (47.484 SO.FT.) I V \ \\ /// ° 4 I j OR �t f�E SEE ENGINEERS \ EXISTG PARKING LOT \ \ h DRIVE \ CURVE TABLE / CURVE DELTA RADIUS LENGTH TANGENT C1 1 37. 24'15" 1 45.36' 29.61' 15.36' i 0 / / LINE TABLE j LINE BEARING I DISTANCE j / L1 N 45' 40'27" W 29.63' { / L2 N 0' 34'39" W 1 51.17' i i, I/ I City of College Station ailed 3.84.19 Acres i Vol. 3900, Pg. 230 ORD. DIST. 29.09' SCALE: 1" - 30' [()I U5` tb SCALE: 1" = 26101 Oao� �® S � �'' \©' 01 t` U A N [()I U5` tb SCALE: 1" = 26101 Oao� �® S � �'' \©'