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HomeMy WebLinkAboutPlansEXISTING SANITARY SEWER MANHOLE I1-3/4" DOMESTIC METER & I 1-3/4" IRRIGATION METER HIIIIIIIIIH m N 31 M CID in zj PARK PLACE LOT 1, BLOCK 1 ZONED C-1 EXISTING FIRE HYDRANT LOT 3C, BLOCK A ZONED C-1 N 44' 37' 14" E 49.91' ® ® 1 47' P.P.E. I (4354/162) Go Oi d- �W (0 d' N N 1n IN PORCH WESTERHEIM CUSTOM HOMES OFFICE BUILDING LOT 8A; --BLOCK" 'D" ZONED C-1 A/C PAD S 440 57' 10" W 39.74' WILLIAMS - WINDER - KING HATCH LEGEND LOTS 9 - 15 CALLED 24.76 ACRES mli�u� SOLID SOD AREAS ZONED R-7 (TIF 419) SEEDED AREAS E.M. NE� � I��Iffi 0 Il® 24 WARM A" — n "X" MARKED IN CONCRETE 24' P.A.E. (590, 269)— LANDSCAPING REQUIREMENTS SITE AREA METHOD: CANOPY REQUIREMENTS: 7,166 sqft. ® 30 pnts./1000 sqft.: 50% CANOPY TREES: (800 x 507o) = 400 pnts. (7,166/1000 x 30) = 214 pnts. REQUIRED = 400 pnts. PROVIDED = 450 pnts. ITOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. I TOTAL LANDSCAPE POINTS PROVIDED = 860 pnts. LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS -w- PLANTS -s- NAME NAME POWER POLE 0 LIGHT POLE RUBBER HOSE 3 2.1" TO 3.4" QUERCUS WATER PROPOSED 30 GALLON 450 ® ELECTRICAL TRANSFORMER CALIPER NIGRA OAK CANOPY TREE oc.0. CLEANOUT {}FH 9 > 1.25" LAGERSTROEMIA CREPE PROPOSED NON -CANOPY 15 GALLON 360 ----- EASEMENT LINE CALIPER INDICA MYRTLE TREE P.P.E. PRIVATE PARKING EASEMENT D.E. DRAINAGE EASEMENT E.E. MYRICA DWARF PROPOSED 5 15 GALLON CERIFERA WAX SHRUB 7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN. CE�ION wNT STEWICES LO� 50 NANA MYRTLE 3 >2" QUERCUS WATER BUFFER YARD 30 GALLON N/A CALIPER NIGRA OAK TREE CANOPY `I > 1.25" LAGERSTROEMIA CREPE BUFFER YARD PROPOSED NON- 15 GALLON N/A CALIPER INDICA MYRTLE CONOPY TREE MYRICA WAX BUFFER YARD 3' SPACING ® 17 15 GALLON CERIFERA MYRTLE PROPOSED 3' HEIGHT N/A NANA SHRUB (MIN.) SYMBOL & LINE LEGEND -o- CHAIN LINK FENCE -0- WOOD PRIVACY FENCE -UE UNDERGROUND ELEC. LINE —OHS OVERHEAD ELEC. LINE -w- WATER LINE -s- SEWER LINE 0 POWER POLE 0 LIGHT POLE RUBBER HOSE GUY WIRE ANCHOR pA/c AIR COND. COMP. MWv WATER VALVE ®WM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER OMH MANHOLE oc.0. CLEANOUT {}FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL - - - BUILDING SETBACK LINE - - - PROPERTY LINE ----- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PRIVATE ACCESS EASEMENT P.P.E. PRIVATE PARKING EASEMENT D.E. DRAINAGE EASEMENT E.E. ELECTRICAL EASEMENT TREE PLANTING NOTES: r 4' OR o EEIFI PL`A 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT AGAINST SLIPPING OF RUBBER HOSES. Q 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED COMPACTED SUBGRADE AND SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR WIRE ENCASED IN 1"0 U RUBBER HOSE �z 2"&'x8" PINE STAKES �1 OR METAL "T" POSTS v 5. THE IRRIGA11ON SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION (MINIMUM OF TWO) W PINE BARK MULCH (MINIMUM 2" THICK)00 �C\ 1 NEW TOPSOIL w/FERTILIZER (MINIMUM 8" DEEP) 3 AlBALL DIAMETER TREE PLANTING N.T.S. LANDSCAPING NOTES: 4' OR 6' --- — --- - -_ _ - - _ AS SPECIFIED -ON --PLANS, 32' P.U.E. (590/269) 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. ro, J"x4" STEEL EDGE 'Y 4 , w� " PINE BARK MULCH 2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS (OPTIONAL, EXCEPT AT w REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, CURBS & SIDEWALKS),t s (MINIMUM 2" THICK) RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. COLOR SPECIFIED BY OWNER y u 15' COMMON AREA 0 & P.U.E. (4354/162) 3. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS ,,, 0 0o c,f FINISH GRADE EXISTING CONDITIONS OR BETTER. z 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO /may/may/��/��/�y� \v\v\\/\\/\\\l\� NEW TOPSOIL z_ // /TiT , 65' P.P.E. 5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER AFTER SETTLING THAN ADJACENT SOIL. \\/\\/\/\/\< " _ :::: ': .:.::;' ,, /\/\\/\ \\/ MINIMUM 6 THICK (4354/162) 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE ( ) int INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. SHRUB PLANTING 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. N.T.S. 8. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 FERTILIZER -AT THE RATE OF 5 LBS./100 -SQFT. OF BED AREA. 9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. 0 0 10. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. 11. THE BUFFER YARD HEDGE WALL SHALL BE MAINTAINED AT A HEIGHT GREATER THAN SIX (6) FEET WITH APPROXIMATELY 100 PERCENT OPACITY. TOP OF MULCH TO BE BELOW WEEP HOLES IN IRRIGATION NOTES. BRICK WALL 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND EXISTING LANDSCAPED AREAS. STATE FARM 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSU CE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY OFFICE BUILDING 3_._ _ALL BACK FLOW_DEVICES-MLST-BE-INSTALLED-AND-TESTED--UPON INSTALLATION.-AS...PER._CIT.Y .ORDINANCE___^ `0 r 4' OR o EEIFI PL`A (MINIMUM 2" THICK) ��/3/�/ // N 2394.: /\/ /\J 1 LO c �� °o`w N Cd U 0 Z EXCEPT AT CURBS & SIDEWALKS), Q COLOR SPECIFIED BY ARCHITECT J (' FINISH GRADE COMPACTED SUBGRADE AND SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR Q U z �z �1 Q v 5. THE IRRIGA11ON SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION J W OF OCCUPANCY. SHRUB PLANTING @BUILDING' RENEWED FOR RABON QD METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@verizon.net OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 COMPLETE ISSUED FOR CONSTRUCTION 9122106 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. ZE OF TFI.tl1 5-(P, qS tll i*: * I RABON A. METCALF / 88583 1110'--'ICEN5';�- 44 S/ONAL ENS PINE BARK MULCH (MINIMUM 2" THICK) ��/3/�/ // N 2394.: /\/ /\J 1 J"x4" STEEL EDGE (OPTIONAL, Z EXCEPT AT CURBS & SIDEWALKS), Q COLOR SPECIFIED BY ARCHITECT J (' FINISH GRADE COMPACTED SUBGRADE AND SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR Q U z �z �1 Q v 5. THE IRRIGA11ON SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION —1/2" I.R. w/CAP S44'S8' 10 W 8.10' BUFFER YARD: 15' WIDE BUFFER YARD 1. 3 WATER OAKS (2" CALIPER - QUERCUS NIGRA) 2. 4 CREPE MYRTLES (15 GALLON) 3. 15 WAX MYRTLE @ 3' SPACING (PLANTED AT TOP OF BANK) SEE LANDSCAPING NOTE #11 EX. 5' WALK 20' D.E. & E.E. (590/269) MARK SLEEVING LOCATION w/V"x2" GALVANIZED CARRIAGE BOLT PLACE BOLT IN CURB IF NO SIDEWALK IS SPECIFIED EXTEND SLEEVING 24" (MIN) 00 ,BEYOND PAVEMENT & SEAL TAPE OPENING (BOTH ENDS) SLEEVING (SEE PLANS FOR SIZE & TYPE) SLEEVING planning He Copy U Z —�QCY MYW( ~o_ Lj Q `i<2z U0-- Z w m o w ISjT=L (-d ¢moo U Li.IQ °ate Q 0m LL F— w� = W YOU) Lu O� OQw w m w J J 000 O V) F- LLJ CLIENT INFORMATION WESTERHEIM CUSTOM HOMES c/o BRANDON WESTERHEIM 3800 HIGHWAY 6, STE 108M COLLEGE STATION, TX 77845 OFF: (979) 696-4163 FAX: (979) 696-4164 FILENAME: 0289LPlA I SCALE; 1"=10' SUBMITTED DATE: SEPT. 11, 2006 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 4 PAGES: 68 — 70 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 201 - 0289 C1.3 SHEET 3 OF 5 15' COMMON AREA ��/3/�/ // N 2394.: /\/ /\J 1 & P.U.E. (4354/162) 3 %/ " ./i\//\�//\ /\/j 1§ 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING MIXED TOPSOIL (Y2 TOPSOIL, `yiyr>`/% ROTARY TELL (12 DEEP) Y COMPACTED SUBGRADE AND SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR Q MULCH, Y4 COMPOST) PLANTING MATERIAL LO 5. THE IRRIGA11ON SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION J W OF OCCUPANCY. SHRUB PLANTING @BUILDING' RENEWED FOR 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND N.T.S. corPUANCE LOT 8BEB LOCK D APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY g 2006 SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL OCT 0 WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. LOLL 7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN. CE�ION wNT STEWICES LO� —1/2" I.R. w/CAP S44'S8' 10 W 8.10' BUFFER YARD: 15' WIDE BUFFER YARD 1. 3 WATER OAKS (2" CALIPER - QUERCUS NIGRA) 2. 4 CREPE MYRTLES (15 GALLON) 3. 15 WAX MYRTLE @ 3' SPACING (PLANTED AT TOP OF BANK) SEE LANDSCAPING NOTE #11 EX. 5' WALK 20' D.E. & E.E. (590/269) MARK SLEEVING LOCATION w/V"x2" GALVANIZED CARRIAGE BOLT PLACE BOLT IN CURB IF NO SIDEWALK IS SPECIFIED EXTEND SLEEVING 24" (MIN) 00 ,BEYOND PAVEMENT & SEAL TAPE OPENING (BOTH ENDS) SLEEVING (SEE PLANS FOR SIZE & TYPE) SLEEVING planning He Copy U Z —�QCY MYW( ~o_ Lj Q `i<2z U0-- Z w m o w ISjT=L (-d ¢moo U Li.IQ °ate Q 0m LL F— w� = W YOU) Lu O� OQw w m w J J 000 O V) F- LLJ CLIENT INFORMATION WESTERHEIM CUSTOM HOMES c/o BRANDON WESTERHEIM 3800 HIGHWAY 6, STE 108M COLLEGE STATION, TX 77845 OFF: (979) 696-4163 FAX: (979) 696-4164 FILENAME: 0289LPlA I SCALE; 1"=10' SUBMITTED DATE: SEPT. 11, 2006 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 4 PAGES: 68 — 70 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 201 - 0289 C1.3 SHEET 3 OF 5 EXISTING SANITARY SEWER MANHOLE RIM = 100.53' PATCH WE DEMO EXISTING CUR REQUIRED) Q ) h ; La -0- CHAIN LINK FENCE -�- WOOD PRIVACY FENCE �q Ss� ui N 1-1 3 } > r 0:-0 uj-ja pPXV v I W Uvi Y p PRINCETO �PNS\N ro yc PFS �Q`O l� i O NO TO `o m o W n � I W' O com 3� 10-0N z( J 3 -) 0 0> i M� ppm W BUILDING z OFFICE BUILDING N I q ( --_ ___ 1 1 _2 STORY BARTHOLOW I 3 b� FIRE HYDRANT I CA , 120 L.F. OF 6" PVC (SCH 40) SEWER SERVIC ® Al" PER FOOT SLOPE ( IN. SLOPE) (24" MIN. MOVER) z Q --1.--_�.-- ------- PROPERTY LINE I I -------- EASEMENT LINE ARTiI `` oy 4" STANDARD CLEANOUT P.U.E. PUBLIC U1ILITY EASEMENT (-4' FROM BUILDING) P.A.E. PRIVATE ACCESS EASEMENT 3 lob F M 28 3 I 4" STANDARD CLEANOUT (-4' FROM BUILDING) i' LOT 3C,Eo COCK A ZON( TIE INTO EXISTING 8" �+ I PUBLIC SANITARY SEWER I II w/6" STANDARD CLEANOUT -I I 7.05' NOW OR FORMERLY BAKER & CARNES INVESTMENTS, LLC (VOLUME 4354, PAGE 163) fk.lp,. LINE & PROVIDE TAP FOR DOMESTIC & IRRIGATION SERVICES (BY CoCS) 1-3/4" DOMESTIC METER 1-3/4" IRRIGATION METER EXISTING 8" SANITARY SEWER S"Ss S'•SS N 44' 37' 14" E 49.91r - 3 SPACES ® (9'x18) 7.50' : ® Il® "X" MARKED r ® Il , IN CONCRETE PROJECT BENCHMARK ELEV. = 100.07' (ASSUMED) 47' P.P.E. (4354/162) 100 S.F. CONCRETE PATCH 7. OF 1" TYPE K COPPER WATER SERVICE ' (24" MIN. COVER) ICES ® (9'x18) V SPACE = 41. .50' I� NEW WALK PORCH � I GROSS -AREA: 1;639-SQ:FT. Y I J z II 1 A/ PC AD LL III ' __L 20' BUILDING SETBACK NEW 4' WALK EXISTING B" WATER LINE F S"Ss - 24' P.A.E. - (590. 269) S"w 11 15' COMMON AREA & P.U.E. (4354/162) 65' P.P.E. (4354/162) DEMO EXISTING CURB (AS REQUIRED) GENERAL CONSTRUCTION NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS PROJECT AND SITE ARE ALSO CONTAINED ON THE FOLLOWING SHEETS: C1.2 - GRADING, DRAINAGE, EROSION CONTROL, & PAVING PLAN C1.3 - LANDSCAPE PLAN C2.1 - SITE & PARKING DETAILS C2.2 - MISCELLANEOUS DETAILS 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONTACT INFORMATION: TEXAS ONE CALL: (800) 245-4545 LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CoCS: ELECTRICAL DIVISION - (979) 764-3660 CoCS: WATER & SEWER DIVISION - (979) 764-3435 VERIZON: JIM SURVANT - (979) 821-4300 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 COX COMMUNICATIONS: MIKE LAVENDER - (979) 846-2229 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL. BE DONE_ TO THE SATISFACTION OF THE. ENGINEER. 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. --8:-THE-CONTRACTOR SHALL BE""RESPONSIBLE" FOR -SAFEGUARDING- AND- PROTECTING-ALI:-�RtAL-AND-EQUIPMENTSTORED=ON-THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT PROPOSED DRIVEWAY(S). 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 11. REFER TO CIVIL DETAIL SHEET C2.1 "SITE & PARKING .DETAILS" FOR ADDITIONS SITE & UTILITY CONSTRUCTION NOTES AND MISCELLANEOUS SITE AND PARKING DETAILS. REFER TO CIVIL DETAIL SHEET C2.2 "MISCELLANEOUS DETAILS" FOR VARIOUS UTILITY DETAILS. 1. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. 0144 C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND -EASEMENT LINES OVERLAP ONLY THE EASEMENT .LINE IS SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 7. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER. 8. A 6' HIGH WOODEN FENCE CURRENTLY EXISTING BETWEEN THIS DEVELOPMENT AND THE OAK FOREST MOBILE HOME PARK. SHOULD THIS FENCE BE REMOVED THE OWNER OF THIS FACILITY SHALL BE REQUIREDTO REPLACE THE FENCE OF SAME TYPE AND HEIGHT. 9. THE BICYCLE RACK SHALL BE LOCATED IN A POSITION SO AS NOT TO OBSTRUCT PEDESTRIAN MOVEMENT (36" WIDE PATH MINIMUM), AND SYMBOL & LINE LEGEND- Cq"d1 o� -0- CHAIN LINK FENCE -�- WOOD PRIVACY FENCE �q Ss� Pap ,Pp -uE UNDERGROUND ELEC. LINE P� p -OHE- OVERHEAD ELEC. LINE -w- WATER LINE m 1 pPXV v -s- SEWER LINE Y p PRINCETO �PNS\N ro yc PFS �Q`O l� 0 POWER POLE FRAME AT TWO POINTS. THE BICYCLE RACK SHALL BE ANCHORED SECURELY TO THE GROUND. NO TO `o A LIGHT POLE WESTERHEIM � °ss� 5 S ALE GUY WIRE ANCHOR WF- 3� W CUSTOM HOMES Mwv WATER VALVE J z �o M� ppm OFFICE BUILDING OFFICE BUILDING ®GM GAS METER OD q ( --_ ___ 1 1 _2 STORY BARTHOLOW n b� FIRE HYDRANT lO CA , -FOOT PRINT: 1,199 SQ.FT. BOJ � I GROSS -AREA: 1;639-SQ:FT. Y I J z II 1 A/ PC AD LL III ' __L 20' BUILDING SETBACK NEW 4' WALK EXISTING B" WATER LINE F S"Ss - 24' P.A.E. - (590. 269) S"w 11 15' COMMON AREA & P.U.E. (4354/162) 65' P.P.E. (4354/162) DEMO EXISTING CURB (AS REQUIRED) GENERAL CONSTRUCTION NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS PROJECT AND SITE ARE ALSO CONTAINED ON THE FOLLOWING SHEETS: C1.2 - GRADING, DRAINAGE, EROSION CONTROL, & PAVING PLAN C1.3 - LANDSCAPE PLAN C2.1 - SITE & PARKING DETAILS C2.2 - MISCELLANEOUS DETAILS 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONTACT INFORMATION: TEXAS ONE CALL: (800) 245-4545 LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CoCS: ELECTRICAL DIVISION - (979) 764-3660 CoCS: WATER & SEWER DIVISION - (979) 764-3435 VERIZON: JIM SURVANT - (979) 821-4300 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 COX COMMUNICATIONS: MIKE LAVENDER - (979) 846-2229 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL. BE DONE_ TO THE SATISFACTION OF THE. ENGINEER. 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. --8:-THE-CONTRACTOR SHALL BE""RESPONSIBLE" FOR -SAFEGUARDING- AND- PROTECTING-ALI:-�RtAL-AND-EQUIPMENTSTORED=ON-THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT PROPOSED DRIVEWAY(S). 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 11. REFER TO CIVIL DETAIL SHEET C2.1 "SITE & PARKING .DETAILS" FOR ADDITIONS SITE & UTILITY CONSTRUCTION NOTES AND MISCELLANEOUS SITE AND PARKING DETAILS. REFER TO CIVIL DETAIL SHEET C2.2 "MISCELLANEOUS DETAILS" FOR VARIOUS UTILITY DETAILS. 1. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. 0144 C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND -EASEMENT LINES OVERLAP ONLY THE EASEMENT .LINE IS SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 7. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER. 8. A 6' HIGH WOODEN FENCE CURRENTLY EXISTING BETWEEN THIS DEVELOPMENT AND THE OAK FOREST MOBILE HOME PARK. SHOULD THIS FENCE BE REMOVED THE OWNER OF THIS FACILITY SHALL BE REQUIREDTO REPLACE THE FENCE OF SAME TYPE AND HEIGHT. 9. THE BICYCLE RACK SHALL BE LOCATED IN A POSITION SO AS NOT TO OBSTRUCT PEDESTRIAN MOVEMENT (36" WIDE PATH MINIMUM), AND SYMBOL & LINE LEGEND- o� -0- CHAIN LINK FENCE -�- WOOD PRIVACY FENCE �q Ss� Pap ,Pp -uE UNDERGROUND ELEC. LINE P� p -OHE- OVERHEAD ELEC. LINE -w- WATER LINE pPXV v -s- SEWER LINE paP� yap PRINCETO �PNS\N ro yc PFS �Q`O l� 0 POWER POLE FRAME AT TWO POINTS. THE BICYCLE RACK SHALL BE ANCHORED SECURELY TO THE GROUND. NO TO `o A LIGHT POLE � �Pa � °ss� 5 S ALE GUY WIRE ANCHOR WF- �'eF �S EDA/c AIR COND. COMP. 0 Mwv WATER VALVE DIMENSIONAL CONTROL NOTES: z �o Nwm WATER METER ppm P�EJP�o �� Q N ELECTRICAL TRANSFORMER OFFICE BUILDING ®GM GAS METER OD D Oo MHS MANHOLE o,FH CLEANOUT BARTHOLOW b� FIRE HYDRANT PINE DGE CA , �- BOJ ®TIR TELEPHONE PEDESTAL Q - - - BUILDING SETBACK LINE z Q --1.--_�.-- ------- PROPERTY LINE ryoFRs -------- EASEMENT LINE ARTiI `` oy po�� P.U.E. PUBLIC U1ILITY EASEMENT ��o oP� QJ y CF�o P.A.E. PRIVATE ACCESS EASEMENT �° o��� lob F M 28 P.P.E. P.P.E. PRIVATE PARKING EASEMENT ¢ D.E. DRAINAGE EASEMENT Tot, 3 E.E. ELECTRICAL EASEMENT qC gG�q`y SFF PROJECT SITE PARKING REQUIREMENTS: 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD eqw ORDINANCE: so n�F 9 a OFFICE: moo LONG a� Mi 1 SPACE / 250 S.F. °P R Cr GP e- 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. -REQUIRED:. SgatiF cT ti RgyeNRN WE IM OFFICE = o LOT 8B, BLOCK D 1 639 � Cr 1,639 / 250 = 6.5 SPC. cT sp ��� KEY TOTAL REQUIRED = 7 SPC. ZONED C-1 ( UTILITY DEMAND PEAK NOTES: 1. PEAK WATER SHALL BE DETERMINED BY THE BUILDING CODE PROVIDED: 6 STANDARD SPACES TYPE AVG. FLOW - FIXTURE COUNT METHOD. 1 VAN H/C SPACE 2. SANITARY SEWER AVERAGE DAILY FLOW IS BASED UPON THE (ELEV. = 100.07' - ASSUMED) INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. TOTAL PROVIDED SEWER (gpd) 5,760 23,040 CALCULATED AVERAGE WATER DEMAND AND A 16 -HOUR USAGE " = 7 SPC. WATER gpm) 4 16 PERIOD PER DAY. RRIm IGATION 30 (9P ) 30 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED BY THE IRRIGATOR. ' RACK EX. 5' WALK CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. NOW OR FORMERLY ELECTRICAL METER WALL FIRE HYDRANT A ER &CLARNES INVEST6927, PAGE MENTS, LLC MOUNTED w/DISCONNECT SWITCH " R 200 AMP LOT 8A, BLOCK D 240 VOLT (1 PHASE) 20' D.E. & E.E. ZONED C-1 (590/269) - -()HE-- - -OHE-- - -0HE- - - -OHE- - - -OHE-�- -0-HE- - -GI'IC- W -0HE���74-OHE- - - -OHE- - -Q4E - - -OHE- - - -OHE- - - -OHE- - - -OHE- - - -GHE- 1/2" I.R. w/CAP NOW OR FORMERLY S 44' 58' 10" W OAK FOREST MOBILE HOME PARK, LTD. (VOLUME 4633, PAGE 257) 8.10• WILLIAMS - WINDER - KING LOTS 9 - 15 CALLED 24.76 ACRES ZONED R-7 13" PAVEMENT REINFORCEMENT • _ #4 BARS TYPE IA - MONOLITHIC Planning File Copy RABON 4 METCALF rw ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineerQverizon.net OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 COMPLETE ISSUED FOR CONSTRUCTION 9122106 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. ajP�E of rF `SII! ... ... ....... BON A. A 3 j /C F. Q, / ..ENS .. I -In 0 2) SO THAT THERE IS A PARKING CLEAR AREA, LOCATED ON PAVEMENT, OF 3' FEET FOR PARKING OF THE BICYCLES. THE BICYCLE RACK SHALL BE CONSTRUCTED SO AS TO ENABLE THE USER TO SECURE A BICYCLE BY LOCKING THE FRAME AND ONE WHEEL OF EACH BICYCLE ' 0 PARKED THEREIN. THE BICYCLE RACK MUST PROVIDE EASY USABILITY OF BOTH U -LOCKS AND CABLE LOCKS AND SUPPORT THE BICYCLE C) FRAME AT TWO POINTS. THE BICYCLE RACK SHALL BE ANCHORED SECURELY TO THE GROUND. w �) J WF- (EXISTING) 0 STATE FARM DIMENSIONAL CONTROL NOTES: OFFICE BUILDING OD D 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND m INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN �- ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY ...__.__._--. THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM --1.--_�.-- _ 15 COMMON -AREA __GRANTED. _ 6R FASHION. THE RRECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS"!S"WITHOUT ANY WARRANTY AS TO ITS PERFORMA9CE;`--- W & P.U.E. (4354/162) 7 ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF ( to ¢ THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. d' 3 ('.n NOW OR FORMERLY JAMES T. & PHYLLIS LYNN STUCKEY 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD eqw (VOLUME 6494, PAGE 247) VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. LOT 8B, BLOCK D 4• UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 3'-0" (AT FACE OF CURB) AND 2'-0" FOR SIDEWALKS. � ZONED C-1 ( 5. A TOPOGRAPHICAL SURVEY WAS PERFORMED BY THIS OFFICE FOR ENGINEERING DESIGN PURPOSES ONLY. NO BOUNDARY SURVEY WAS ' CONDUCTED. 6. PROJECT BENCHMARK: "X" CHISELLED IN 24' P.A.E. MARKING THE NORTHEAST CORNER OF THE PROJECT SITE. CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' BICYCLE (ELEV. = 100.07' - ASSUMED) INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. ' RACK EX. 5' WALK CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. NOW OR FORMERLY ELECTRICAL METER WALL FIRE HYDRANT A ER &CLARNES INVEST6927, PAGE MENTS, LLC MOUNTED w/DISCONNECT SWITCH " R 200 AMP LOT 8A, BLOCK D 240 VOLT (1 PHASE) 20' D.E. & E.E. ZONED C-1 (590/269) - -()HE-- - -OHE-- - -0HE- - - -OHE- - - -OHE-�- -0-HE- - -GI'IC- W -0HE���74-OHE- - - -OHE- - -Q4E - - -OHE- - - -OHE- - - -OHE- - - -OHE- - - -GHE- 1/2" I.R. w/CAP NOW OR FORMERLY S 44' 58' 10" W OAK FOREST MOBILE HOME PARK, LTD. (VOLUME 4633, PAGE 257) 8.10• WILLIAMS - WINDER - KING LOTS 9 - 15 CALLED 24.76 ACRES ZONED R-7 13" PAVEMENT REINFORCEMENT • _ #4 BARS TYPE IA - MONOLITHIC Planning File Copy RABON 4 METCALF rw ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineerQverizon.net OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 COMPLETE ISSUED FOR CONSTRUCTION 9122106 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. ajP�E of rF `SII! ... ... ....... BON A. A 3 j /C F. Q, / ..ENS .. I -In 0 U Q_ W 5 w0]U Q 0 W - WN 1-4Arn ,^V i O o¢ I CLEAR ZONEJ Ve vo = to N =�W ma0 48" 24" (TMP) REVIEWED FOR U W _ o 00 COMPLIANCE N U o OCT 0 3 2006�� W I COLLEGE STATION DEVELOPMENT SERVICES PLAN LAYOUT MOUNT TO CONCRETE SURFACE w/4 -GALVANIZED J -BOLTS - BICYCLE RACK N.T.S. PRIME & PAINT RACK CLIENT INFORMATION BLACK IN COLOR WESTERHEIM CUSTOM HOMES c/o BRANDON WESTERHEIM 3800 HIGHWAY 6, STE 108M COLLEGE STATION, TX 77845 OFF: (979) 696-4163 i-1.9"0 STEEL TUBING FAX: (979) 696-4164 FILENAME: 0289SP 1 A I SCALE: 1"=10' SUBMITTED DATE: SEPT. 11, 2006 DRAWN BY: R.A.M. " CHECKED BY: R.A.M. � FIELD BOOK: 4 PAGES: 68 - 70 /-";'TPL���T,tATE ' RABON METCALF ENGINEERING /--WELDED TO RACK CLIENT NO. PROJECT NO. 0 R ©IED 201 - 0289 ©.4-2' 0 +4' C 1.1 CIT ,, , ,Ir E.p v. ..._ ��..__._.... SHEET OF 5 Z 0 Q < C) m w to J WF- (oz m}} Li Q �N Z U Q_ W 5 w0]U Q 0 W - WN 1-4Arn ,^V i O o¢ I CLEAR ZONEJ Ve vo = to N =�W ma0 48" 24" (TMP) REVIEWED FOR U W _ o 00 COMPLIANCE N U o OCT 0 3 2006�� W I COLLEGE STATION DEVELOPMENT SERVICES PLAN LAYOUT MOUNT TO CONCRETE SURFACE w/4 -GALVANIZED J -BOLTS - BICYCLE RACK N.T.S. PRIME & PAINT RACK CLIENT INFORMATION BLACK IN COLOR WESTERHEIM CUSTOM HOMES c/o BRANDON WESTERHEIM 3800 HIGHWAY 6, STE 108M COLLEGE STATION, TX 77845 OFF: (979) 696-4163 i-1.9"0 STEEL TUBING FAX: (979) 696-4164 FILENAME: 0289SP 1 A I SCALE: 1"=10' SUBMITTED DATE: SEPT. 11, 2006 DRAWN BY: R.A.M. " CHECKED BY: R.A.M. � FIELD BOOK: 4 PAGES: 68 - 70 /-";'TPL���T,tATE ' RABON METCALF ENGINEERING /--WELDED TO RACK CLIENT NO. PROJECT NO. 0 R ©IED 201 - 0289 ©.4-2' 0 +4' C 1.1 CIT ,, , ,Ir E.p v. ..._ ��..__._.... SHEET OF 5