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' -1 A 4 : A ,,,Z.++1 • i , 1. tif -'';NA::A.,fre7:40.41t4*.ate 4414.4: :di ' 6 -1 ./ . tll fl"'-. • i 2-,m ?.. % ."-4 i'-',:? - - .. ' h, , I rz, -5', _, - q ii A+10;4*• ih... ' . 441," . t•44111, 4-7,,Dzit." c 4.0,49/ &lb.. „ifid „.soc 1 :-- '- ! I 4,-c-OZ.V.. I 1%,o• A' q At-, ' ' w*Ago'iv''' 2 .* a$ ..--- 1 .FP ii 1 I i 1 - ---------t`70----- ..... , , 0 1 g 7;7, 1430 \ An* i 21. '";; .,i, , 1 1 ;?,-• Ig. 4.66* — f.209 °....:......,...,'''CZ) -4 [ ,?7 ,-. I Fri A AA' ' s . ge- ;V42: • 66 if ‘., . 24' P.A.E. (590, 269) 32' P.U.E. ' (590/269) 65' P.P.E. (4354/163) V 10, COMMON AREA & P.U.E. (4354/163) ASHORD SQUARE LOT 2,3,5,6, BLOCK B ZONED C-1 EE / MOIR= S 45' 22' 46" E — 48.00'x' n o Il® PROVIDE TREE PROTECTION BARRIER AT EXISTING TREES v NEW 6' WALK EX. 6' WALK -il IEEE � I� to LO w TC CUSTOM HOMES I - 7. NO. OF M LOT 3A, BLOCK A COMMON ZONED C-1 NOTES POINTS Z 15' COMMON AREA & P.U.E. (4354/163) C_0. QQ KM CUSTOM HOMES OFFICE BUILDING (SINGLE STORY) 2,151 SQ.FT. LOT 3B, BLOCK A ZONED C-1 11, N 46' 56' 35" W — 48.02' PARK PLACE LOT 1, BLOCK 1 ZONED C-1 '---EXISTI G ELECTRICAL STUB OUT co LO d - n M LOT 3C, BLOCK A ZONED C-1 cn 15' COMMON AREA & P.U.E. (4354/163) LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT OR 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. 2. 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. 3. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 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. IRRIGATION NOTES: _ -- 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE 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 PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF COMPLETION. 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN- IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN. LANDSCAPING REQUIREMENTS SITE AREA METHOD: CANOPY REQUIREMENTS: 7,527 sqft. @ 30 pnts./1000 sqft.: 50% CANOPY TREES: (800 x 507.) = 400 pnts. -- (7,527/1000 x 30) 226 pnts. REQUIRED = 400 pnts. (MIN. REQ'D LANDSCAPE PLATS. BY ORIDANCE IS 800) PROVIDED = 730 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 850 pnts. LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS PLANTS NAME NAME ICA 3 2" TO 4" LAGERSTROEMIA CREPE EXISTING NON -CANOPY 450 CALIPER INDICA MYRTLE TREE 7 > 1.25" LAGERSTROEMIA CREPE PROPOSED NON -CANOPY 15 GALLON 280 CALIPER . INDICA MYRTLE TREE MYRICA DWARF PROPOSED 12 5 GALLON CERIFERA WAX SHRUB 120 NANA MYRTLE.' HATCH LEGEND (TIF D �5�0)D AREAS SEEDED AREAS MARK SLEEVING LOCATION w/%"x2" PLACE BOLT IN CURB GALVANIZED IF NO SIDEWALK IS CARRIAGE BOLT SPECIFIED e $. 'a. .•QM d •.a 4 .: •. . EXTEND SLEEVING 24 (MIN) - z\j\\ BEYOND PAVEMENT & SEAL 00 ��j�\ /\\/\\/\\/\\//\\//\\//\\//\\//\ TAPE OPENING (BOTH ENDS) \/\j/\//\//\//\//\, a X,\/^- /\\ SLEEVING (SEE PLANS FOR SIZE & TYPE) SLEEVING N.T.S. TREE PLANTING NOTES: RABON 1. STAKE ABOVE FIRST BRANCHES OR METCALF AS NECESSARY TO PREVENT AGAINST SLIPPING OF RUBBER HOSES. ENGINEERING 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 12 GAUGE GALVANIZED �T EMAIL: rmengineer@verizon.net WIRE ENCASED IN 1"0 RUBBER HOSE 3 x BALL DIAMETER OFFICE - (979) 690-0329 2"x2"x8" PINE STAKES (5' MIN) FAX - (979) 690-0329 OR METAL "T" POSTS CELL - (979) 219-4174 (MINIMUM OF TWO) DESIGNER PINE BARK MULCH KISSINGER - DRAFTING & DESIGN 000. 4348 CARTER CREEK PRKWY, STE. 103 (MINIMUM 2" THICK) 00\� ^ j- — - -—:T/\rr BRYAN, TX 77802 OFF: (979) 268-3848 NEW TOPSOIL w/FERTILIZER (MINIMUM 8" DEEP) J'x4" STEEL EDGE (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS), COLOR SPECIFIED BY OWNER Z �1 TOP OF MULCH TO BE BELOW WEEP HOLES IN BRICK WALL TREE PLANTING N.T.S. 4'OR6' NEW TOPSOIL _/ (MINIMUM 6" THICK) SHRUB PLANTING N.T.S. o *y ry r 4' OR6 o PEEIFIE�D:,DJ PL� U C� WIJ- t PINE BARK MULCH (MINIMUM 2" THICK) FINISH GRADE .-� z CV PINE BARK MULCH -(MINIMUM 2" THICK) J"x4" STEEL EDGE (OPTIONAL, -EXCEPT AT CURBS & SIDEWALKS), COLOR SPECIFIED BY ARCHITECT FINISH GRADE v Q jam/j�//:\� " W ^ w MIXED TOPSOIL Y2 TOPSOIL, /i��/i��/r�� ROTARY TILL (12 DEEP) z (� Y W � z ( COMPACTED SUBGRADE AND Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR �-1- ~ a O� z MULCH, Y4 COMPOST) PLANTING MATERIAL u- Z coo z SHRUB PLANTING 0 BUILDING w W �— 0 Q(n o N.T.S. ' V) I— i W Q o w Q Q< Of m LL -W .0 CYz E V) _ foo M of E O Dm -r EXISTING TREE0 LJ Q E V) < ui 0 o V) U Uj C, d w � � 5 E � �Qly RADIUS E ALS l' PER CALIP INCH BARRICADING FENCE SHALL CLIENT INFORMATION (MINIMUM) BE MAINTAIN THROUGHOUT KM CONSTRUCTION ---- THE COMPLETE DURATION OF c/o KENNY MELESKY CONSTRUCTION 426 TARROW, SUITE 10 COLLEGE STATION, TX 77840 OFF. (979) 587-2275 METAL "T" POST CSD 8' FAX: (979) 846-5589 SPACING (MAXIMUM) EXISTING GROUND (TO FILENAME: 0254LP1 R SCALE: 1 "=10' BE UNDISTURBED) ORIGINAL SUBMISSION: AUG. 8, 2005 DRAWN BY: R.A.M. (3.+/ CHECKED BY: R.A.M. FIELD BOOK: 4/5 PAGES: 68-70,20-22 RABON METCALF ENGINEERING ��// CLIENT NO. PROJECT NO. x� //\// \\\\\ 189 — 0254 \rte\r\\r\\ EXISTING TREE PROTECTION N.T.S. F .. SHEET NO. 3 OF 4 LANDOWNER BAKER & CARNES INVESTMENTS, LLC 230 SOUTHWEST PARKWAY E. 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W.M. ® e -130 L.F. OF 6" PVC e (SDR26-D3034) SEWER SERVICE ® Y8" PER FOOT SLOPE (MIN. SLOPE) (24" MIN. COVER) FIRE LANE FIRELAN STRIPING LAY OF HOSE -230 FROM THIS -a-POINT TO NEAREST FIRE YDRAN (SEE CIVIL SITE NOTE #8 FIRE LANE 4 -BAY BICYCLE RACK, SEE CIVIL SITE NOTE #b7 8"w q e I 4" STANDARD ape CLEANOUT d -e N 04 I. -I 13. 77' BUILDING SETBACK m w U) 0 z 0 J m LO �V P G 0 O e e e e e e e e 20' BUILDING SETBACK e EX. 5' WALK e 15' COMMON AREA & P.U.E. (4354/163) e e m Lu Cn z 0 J m m co TIE INTO EXISTING 8" /EXISTINGJ.,�� ® T.P. PUBLIC SANITARY SEWER -OHE- 4" STANDARD CLEANOUT w/4" STAN ARD CLEANOUT -S- ® T.P. EXISTING 8" SANITARY SEWER 8"ss 8"ss 24' P.A.E.-i - - - - (590, 269) I e � e 8"w FIRE LANE W.M. W.M. ® e -130 L.F. OF 6" PVC e (SDR26-D3034) SEWER SERVICE ® Y8" PER FOOT SLOPE (MIN. SLOPE) (24" MIN. COVER) FIRE LANE FIRELAN STRIPING LAY OF HOSE -230 FROM THIS -a-POINT TO NEAREST FIRE YDRAN (SEE CIVIL SITE NOTE #8 FIRE LANE 4 -BAY BICYCLE RACK, SEE CIVIL SITE NOTE #b7 8"w q e I 4" STANDARD ape CLEANOUT d -e N 04 I. -I 13. 77' BUILDING SETBACK m w U) 0 z 0 J m LO �V P G 0 O e e e e e e e e 20' BUILDING SETBACK e EX. 5' WALK e 15' COMMON AREA & P.U.E. (4354/163) e e m Lu Cn z 0 J m m co C.O. 6 SPACI]S ® (9'x20')=153.30' �3 0 FIRE LANE ING o N 65' P.P.E. (4354/163) 3 FIRE LANE ' I/ r • . p .�of :�.�� 1® PORCH W Z J W m0ln ® Il® 2a U) NOW OR FORMERLY DOSS CREEK RANCH, L.P (VOLUME 4300, PAGE 211) EISTING 6" ASHORD SQUARE S NITARY SEW LOT 2,3,5,6, BLOCK B ZONED C-1 TIE INTO EXISTING 8" WATER LINE & PROVIDE TAP FOR DOMESTIC & IRRIGATION SERVICES (BY CoCS) 1-4/4„ DnM_F_&TIC METER 1-3/4" IRRIGATION METER TYPICAL CONCRETE I /EXISTINGJ.,�� ® T.P. WHEEL STOP e -OHE- 4" STANDARD CLEANOUT 32' P.U.E. WATER LINE -S- (N5' FROM BUILDING) (590/269) eLO KM CUSTOM C) ll�- HOMES o EXISTING SANITARY ' FIRE LANE SEWER MANHOLE 8"ss z I 15' COMMON AREA e d- (SINGLE STORY) - N 44' 37' 14" E OD 2,078 SQ. FT. EXISTING 8" 70 L.F. OF 1" TYPE K - - - WATER LINE COPPER WATER SERVICE NOW OR FORMERLY -------- (24" MIN. COVER) GOLDEN KEYS INVESTMENTS LLC 8"w FIRE LANE (VOLUME 6452, PAGE 251) C.O. 6 SPACI]S ® (9'x20')=153.30' �3 0 FIRE LANE ING o N 65' P.P.E. (4354/163) 3 FIRE LANE ' I/ r • . p .�of :�.�� 1® PORCH W Z J W m0ln ® Il® 2a U) NOW OR FORMERLY DOSS CREEK RANCH, L.P (VOLUME 4300, PAGE 211) EISTING 6" ASHORD SQUARE S NITARY SEW LOT 2,3,5,6, BLOCK B ZONED C-1 TIE INTO EXISTING 8" WATER LINE & PROVIDE TAP FOR DOMESTIC & IRRIGATION SERVICES (BY CoCS) 1-4/4„ DnM_F_&TIC METER 1-3/4" IRRIGATION METER N p C''- 20' D. E. & E. E. (590/269) 8"W FIRE LANE � W.M. ® TYPICAL CONCRETE CHAIN LINK FENCE -0- ® T.P. WHEEL STOP e -OHE- 4" STANDARD CLEANOUT 32' P.U.E. WATER LINE -S- (N5' FROM BUILDING) (590/269) eLO KM CUSTOM C) ll�- HOMES o Q < m w ' FIRE LANE WATER METER OFFICE BUILDING ELECTRICAL TRANSFORMER z e 15' COMMON AREA e d- (SINGLE STORY) - - m 2,078 SQ. FT. .I 70 L.F. OF 1" TYPE K - - - BUILDING SETBACK LINE COPPER WATER SERVICE NOW OR FORMERLY -------- (24" MIN. COVER) GOLDEN KEYS INVESTMENTS LLC I P.A.E. (VOLUME 6452, PAGE 251) P.P.E. PRIVATE PARKING EASEMENT D.E. DRAINAGE EASEMENT E.E. ELECTRICAL EASEMENT 4 LOT 8C, BLOCK D ZONED C-1 I. 20' BUILDING SETBACK 41.00' NEW 5' WALK A/C PAD N p C''- 20' D. E. & E. E. (590/269) 8"W FIRE LANE � W.M. ® NW.M. CHAIN LINK FENCE -0- ® T.P. --UE e -OHE- OVERHEAD ELEC. LINE 32' P.U.E. WATER LINE -S- SEWER LINE (590/269) eLO CO LO DA/c AIR COND. COMP. Mwv ' FIRE LANE WATER METER TRANSFORMER ELECTRICAL TRANSFORMER PAD e 15' COMMON AREA e d- & P.U.E. (4354/163) w <>FH FIRE HYDRANT .I 70 L.F. OF 1" TYPE K - - - BUILDING SETBACK LINE COPPER WATER SERVICE PROPERTY LINE -------- (24" MIN. COVER) z .Z I ELECTF ICAL METER - WALL MOUNTED w/DISCONNECT SWITCH 200 AMID 240 VOLT (1 PHASE) 77' BUILDING SETBACK o I e e.� Q Q -% m w Z v4Q Q O G o v J �, m J Q �O � G OvO�`'� �s =moo i v P 20' BUILDING SETBACK 15' COMMON AREA & P.U.E. (4354/163) ----0HE----0HE----0HE----0HE----0HE----0HE--S• -0ElEC� W-0HE-S7 ulNgE----0HE----OHE----0HE----0HE----0HE----0HE- NOW OR FORMERLY OAK FOREST MOBILE HOME PARK, LTD (VOLUME 4633, PAGE 257) WILLIAMS - WINDER - KING LOTS 9-15 CALLED 24.76 ACRES ZONED R-7 CIVIL SITE NOTES: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: C1.2 - GRADING, DRAINAGE, EROSION CONTROL & PAVING PLAN C1.3 - LANDSCAPING PLAN 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 3. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 4. 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. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SHALL MEET ALL ADA, TAS, AND ANSI STANDARDS. 6. SOLID WASTE SHALL BE DISPOSED OF BY A ROLL -OFF CONTAINER. 7. THE BICYCLE RACK SHALL BE LOCATED ON THE SIDEWALK IN POSITION SO AS NOT TO OBSTRUCT PEDESTRIAN MOVEMENT (36" WIDE PATH MINIMUM), AND SO THAT THERE IS A PARKING CLEAR AREA, LOCATED ON PAVEMENT, OF 3' FEET IN ANY DIRECTION. 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 PARKED THEREIN. THE BICYCLE RACK MUST PROVIDE EASY USABILITY OF BOTH U -LOCKS AND CABLE LOCKS AND SUPPORT THE BICYCLE FRAME AT TWO POINTS. THE BICYCLE RACK SHALL BE ANCHORED SECURELY TO THE GROUND. 8. THE REFERENCED FIRE HYDRANT IS LOCATED APPROXIMATELY 6.3' NW FROM THE SW CORNER OF LOT 8A, BLOCK D OF THE ASHFORD SQUARE SUBDIVISION AND IT IS ADJACENT TO A FIRE LANE BEHIND THE LACK'S SHOPPING CENTER. THIS FIRE LANE IS DIRECTLY CONNECTED TO THE FIRE LANE SHOWN ON THIS SITE PLAN. 9. SEE DETAIL SHEET C2.1 FOR SITE & UTILITY DETAILS. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RABON METCALF ENGINEERING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. DISTRIBUTION OF THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS :.DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM "ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTAND AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE`, USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB. DEMOLITION NOTES: 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE -ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE DEVELOPER PRIOR TO COMMENCEMENT OF WORK. 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. 4. PRIOR TO DEMOLITION WORK OF ALL STRUCTURES, THE CONTRACTOR SHALL OBTAIN AN ASBESTOS SURVEY FOR ALL BUILDINGS TO BE REMOVED, DEMOLITION PERMIT FROM THE CITY OF COLLEGE STATION, AND ALL OTHER PERMITS OR AUTHORIZATION FOR WORK STIPULATED BY LOCAL, STATE OR FEDERAL LAW. GENERAL UTILITY NOTES: 1. THE 2005 B/CS TECHNICAL SPECIFICATION AND STANDARD DETAILS ARE ISSUED FOR THIS PROJECT AND SHALL GOVERN FOR THE INSTALLATION OF ALL PUBLIC ITEMS. 2. 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 COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. UTILITY CONTACTS: COCS: ELECTRIC DIVISION - (979) 764-3660 COCS: WATER & SEWER DIVISION - (979) 764-3435 VERIZON: JIM SURVANT - (979) 821-4791 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 COX COMMUNICATIONS: MIKE LAVENDER - (979) 846-2229 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 3. 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 LINES WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR --BETTER, AND THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 4. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED, FOR ON-SITE UTILITIES AND IRRIGATION SYSTEMS. 5. ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL EMPLOY TRENCH SAFETY AND SHORING IN ACCORDANCE WITH THESE PLANS, OSHA AND ANY OTHER GOVERNMENTAL STANDARDS. 6. THE CONTRACTOR SHALL CONTACT THE CITY'S OR UTILITY COMPANIES INSPECTOR PRIOR TO CONNECTION TO PRIVATE UTILITY NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE WATER AND SEWER LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO SHALL APPLY. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 3. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE SO THAT THE PLUMBING RESTS ON UNDISTURBED EARTH. IF THE ABOVE IS NOT FEASIBLE, OR AT THE CONTRACTOR'S OPTION, EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE TO PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO 95% STANDARD PROCTOR DENSITY (ASTM D698). ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 4. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE PLUMBING EXTENDS UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 5. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BACKFILLED WITH TYPE "D" BEDDING REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND. SYMBOL & LINE LEGEND -o- CHAIN LINK FENCE -0- WOOD PRIVACY FENCE --UE UNDERGROUND ELEC. LINE -OHE- OVERHEAD ELEC. LINE -w- WATER LINE -S- SEWER LINE 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR DA/c AIR COND. COMP. Mwv WATER VALVE ®wM WATER METER ® ELECTRICAL TRANSFORMER ®GM GAS METER OMH MANHOLE 0C.o. 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 UTILITY DEMAND PEAK TYPE AVG. FLOW SEWER (gpd) 5,760 23,040 WATER IRRIGATION (gpm) 15 15 NOTES: 1. PEAK WATER SHALL BE DETERMINED BY THE BUILDING CODE - FIXTURE COUNT METHOD FOR THIS OFFICE DEVELOPMENT. 2. SANITARY SEWER PEAK FLOW IS BASED UPON THE CALCULATED PEAK WATER DEMAND AND A 16 -HOUR USAGE PER DAY. 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED BY THE IRRIGATOR. PARKING REQUIREMENTS: ORDINANCE: OFFICE: 1 SPACE / 250 S.F. REQUIRED: KM CUSTOM HOMES = 9 SPACES 2078 SQ.FT. PROVIDED: 8 STANDARD SPACES 1 VAN H/C SPACES TOTAL PROVIDED = 9 SPC. l9 Ss� F�•P ��, C,� P PRINCETO 0 �G) coo °� ��� NO Ti �P o SST o�o� S ALI o �S BARTHOLOW PINE DGE OJ C Q ARTI� = O 9,6,0 •Foy � o`" �'�- F M- T,Q Vim' FF o �o �10 A` PROJECT SITE A_ oGTy�° FF o C0/v lye op CT oho cTy` KEY ELEVATION CERTIFICATE © REQUIRED ® +1' 0 +2' D +3' 0 •:•4' J NOT REOl.)MED SEED FOR COMPLIANCE JAN 9 2006 COLLEGE STATION OEVELO#NT SERVICES COMPLIANCE ,IAN 0 A 2006 -757J COLLLSAE S"i"�kTIiON, ENGINEER�,� • RABON o 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 DESIGNER KISSINGER - DRAFTING & DESIGN 4348 CARTER CREEK PRKWY, STE. 103 BRYAN, TX 77802 OFF: (979) 268-3848 SUBSTANTIALLY COMPLETE FOR CONSTRUCTION 1'V'O6 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. �(P�E OF TFk�Sa �• 5 d� r o * .. ....A 0 . ytA�O 0.. ..�N. j s . • �"CE NSZQ--� Z a co d- cn Lij i- W i- Q X 1- VQV)W z J e.!_ < � o ~ 0 LTi D U)CI 0 C;6 c`I6 z I Ujo 0 �� o W���°Im c W~ o 0 G r^ .0 < r OC) VJ _U) J F- D W J J U 0 VO W o J 0 0 Y CLIENT INFORMATION KM CONSTRUCTION c/o KENNY MELESKY 244 SOUTHEST PARKWAY COLLEGE STATION, TX 77840 OFF: (979) 587-2275 FAX: (979) 696-6751 FILENAME: 0270SP1A I SCALE: 1 "=10' ORIGINAL SUBMISSION: DEC. 19, 2005 DRAWN BY: C.E.H. CHECKED BY: R.A.M. FIELD BOOK: 6 PAGES: 1,2 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 189 - 0270 SHEET NO. 1 OF 4 l T. P. X""', -,00;0 N265 S.F. OF CONCRETE PATCH @ SEWER SERVICE LINE W.M.IR W.M. b N Lo t� co i 14- N 04 d - z T/C=100.35 �6" MONOLITHIC ' CONCRETE CURB 500.91 T/C=100.35 MOM= I LOT 2,3,5,6, BLOCK B 0 M.H. I 0 N44'37'14"E-57.00' -_ CONCRETE CURB TIED INTO EXISTING CURB -190 S.F. 0 _ w/3-#4 DOWELS CONCRETE PATCH @ WATER SERVICE LINE C.o. MATCH EXISTING PAVEMENT FLUSH & TI w/#4 DOWELS @ 24" & THICKENED EDGE T/C=1 -0.54% PORCH T/P=100.48 7/� T/P=100.60 KM CUSTOM 100A3 X W.M. ®® W.M. O.C. 1p0 g6 1 0 p014 13 TOP OF o D. IT/C=1oo.o6j TOP SHALL INSTALL CURB OR CONC IT/W=100.001 ICONTRACTOR GUTTERING & DOWNSPOUTS WALK OR WALL T. P. TOP SO THAT ALL ROOF RUNOFF SO END OF CAP IS 1" !. /\. IS DISCHARGED INTO THE END OF BAR PARKING LOT (ALL SIDES) _i 6 Com; < <,\;\,\ T/C=100.35 MOM= I LOT 2,3,5,6, BLOCK B 0 M.H. I 0 N44'37'14"E-57.00' -_ CONCRETE CURB TIED INTO EXISTING CURB -190 S.F. 0 _ w/3-#4 DOWELS CONCRETE PATCH @ WATER SERVICE LINE C.o. MATCH EXISTING PAVEMENT FLUSH & TI w/#4 DOWELS @ 24" & THICKENED EDGE T/C=1 -0.54% PORCH T/P=100.48 7/� T/P=100.60 KM CUSTOM 100A3 X W.M. ®® W.M. O.C. LEGEND p014 13 TOP OF PAVEMENT IT/C=1oo.o6j TOP OF CURB OR CONC IT/W=100.001 TOP \: WALK OR WALL T. P. TOP OF GRD OR GRATE SO END OF CAP IS 1" !. /\. FROM END OF BAR v" • • , _i 6 Com; < <,\;\,\ to o Q ci 2 ► - "A" i til\� to p.26 10 28 a I- Q W Eo C� � �p0 0c g9.98 LoII� ' >x/< \ '\Z i ,8 \\`,�; <.;C<;U; <;< to v< vim; E N vAiC`�i N \ZLo lx1xZ/1 '\ Z „x T/C=100.13 T/C=100.48 ELECTRICAL TRANSFORMER 6" THICK CONCRETE PAVEMENT w/#3 BARS @ NJ 12" O.C.E.W. �p0A9 4 m� . Lkel ill • • STATE FARM HOMES BUILDING OFFICE BUILDING Q o : / F.F.=100.60 LOT 8B, BLOCK D I z SIDEWALK CROSS -SLOPE ® 1.50% (AWAY FROM BLDG.) 4 LOT 8C BLOCK D ' o� D.S. _ T/P=100.60 IT/P=100. -7 D.S. T/G=100.25 1pp ao EX. 5' WALK D -S D.S. o A/C PAD NEW 5' WALK �o0 5 - -4,90.`'X1p0'7oIT/P=100. 99.5 - 99 99 98.5 RSF RSF RSF RSF RSF RSI S44"58'10"W-57.00' LOTS 9 - 15 I/d4' WIDE CONCRETE SIDEWALK ADJACENT TO STRUCTURE I I I I I GOLDEN KEYS LEARNING CENTER LOT 8D, BLOCK D 99.5 99 --98.5 Oro - - - - GRADING NOTES: 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO PONDING OCCURS. 2. UNLESS OTHERWISE SPECIFIED UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE I" BELOW THE TOP OF CONCRETE AND IN LANDSCAPING AREAS, 2" BELOW. 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER THE SLOPES SHOWN ARE FOR THE GUTTER FLOWLINE. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. 6. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND 0 BUILDING, TO DESIGNATED H C PARKING SPACES MEET ALL TEXAS FROM THE BUILD / ACCESSIBILITY CODES AND ADA STANDARDS. 7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & STRUCTURES. 8. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 3:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED. EROSION CONTROL NOTES 1. THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. 2. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 3. SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 4. THE CONTRACTOR SHALL POST A CONSTRUCTION SITE NOTICE, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. 5. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ. 6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. PAVING NOTES: THE PAVEMENT SYSTEM SHOWN WHERE NOT DESIGNED WITH THE AID OF A GEOTECNHICAL INVESTIGATION AND RECOMMENDATIONS, BUT BASED ON MINIMUM CITY STANDARDS AND HISTORICAL SOIL PROPERTIES TYPICAL OF THIS REGION. DUE TO THE HIGH PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. A. SUBGRADE: 1. EXISTING TREES AND STUMPS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL SHALL BE STRIPPED FROM THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS. 2. STRUCTURAL AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. 3. ANY FILL SOIL SHALL BE A SILTY OR SANDY CLAY HAVING A PLASTICITY INDEX RANGE FROM 7 TO 18 AND A LIQUID LIMIT BETWEEN 25 & 35. FILL MATERIAL SHALL BE FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. FILL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF -1% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. B. PORTLAND CEMENT CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 41 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN (10) FEET. 3. JOINT SPACING SHALL NOT EXCEED 20' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 4. CONCRETE SHALL NOT BE PLACED IF THE THE AIR TEMPERATURE IS 507 AND FALLING OR 957 OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND RISING OR LESS THAN 957. C. STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT LESS THAN 40 KSI CONFORMING TO ASTM A615, GRADE 40. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30%BAR DIAMETER OR 12", WHICHEVER IS GREATER. 4. CONCRETE COVERAGE FOR THE REINFORCING SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 14" CLEARANCE WITH THE SOIL. PROJECT BENCHMARK (ASSUMED) ELEV=100.53' TOP RIM OF SANITARY SEWER MANHOLE AT SOUTHWEST CORNER OF BLOCK D EROSION CONTROL LEGEND SF SILT FENCE RSF REINFORCED SILT FENCE GRADING LEGEND T/P=100.00 TOP OF PAVEMENT IT/C=1oo.o6j TOP OF CURB OR CONC IT/W=100.001 TOP OF WALK OR WALL IT/G=100-001 TOP OF GRD OR GRATE SO END CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. J» R -v I� --I H ----1 3" 1--- 'PAVEMENT • = #4 BARS REINFORCEMENT CONCRETE CURB N.T.S. #4 SMOOTH DOWEL, 18 LONG & SPACED @ 24" O.C. (COATED w/HEAVY GREASE) BUILDING CONCRETE SIDEWALK, FOUNDATION SEE DETAIL THIS SHEET 3" LONG METAL OR PLASTIC CAP, SIDEWALK, INSIDE DIAMETER TO BE 1/16" EXPANSION JOINT, SEE GREATER THAN DIAMETER OF BACK OF CURB DOWEL. CAP MUST BE LONG •� ENOUGH TO COVER 2" OF DOWEL C5 o AND HAVE STOP d -...- b' .. -.°- SO END OF CAP IS 1" • TOGETHERWITH FROM END OF BAR M/"II\lc] #4 BARS @ RABoN a , 12" O.C.E.W. #4 DOWELS 4,000 PSI CONCRETE (18" LONG) ® 28 DAYS METCALF @ 18" O.C. SAW CUT (ALL SIDES) ENGINEERING POST OFFICE BOX 9253 E COLLEGE STATION, TEXAS 77842 < ' a EMAIL: rmengineer@verizon.net e.a - to EXISTING - OFFICE - (979) 690-0329 CONCRETE_j _j _r 12" I FAX - (979) 690-0329 PAVEMENT z Y w � CELL - (979) 219-4174 o¢ o > CEMENT STABILIZED m SAND DESIGNER I N I Tl AL KISSINGER - DRAFTING & DESIGN BACKFILL zCLASS 11 - COMPACT 4348 CARTER CREEK PRKWY, STE. 103 N MAX LIFTS TO BRYAN, TX 77802 IN 6" L ...... ............ (MAX) 90% STANDARD PROCTOR DENSITY ® OFF: (979) 268-3848 SPRING LINE ---------- O.D. 0 TO +4% OF OF PIPE OPTIMUM MOISTURE CONTENT WORK IN BEDDING AROUND PIPE BY (4" MIN) HAND TO PROVIDE EQUALLY CONCRETE Liz SIDEWALK, o a- w SEE DETAIL TOOL JOINT 1 "R EXPANSION JOINT, SEE THIS SHEET AT ARTIFICIAL DETAIL THIS SHEET BACK OF CURB `- m o :D Ix •� PAVEMENT DRIVEWAY w C5 o OR PARKING AREA FILTER FABRIC d -...- b' .. -.°- a • TOGETHERWITH .. 4 (ATTACHED TO WIRE FENCE) • • , _i O � I- o Q ci 2 ► - "A" � = a I- Q W Eo C� MONOLITHIC CURB '#4 DOWEL @ 24" O.C. CONCRETE SIDEWALK, SEE DETAIL THIS EXPANSION JOINT SHEET w/TOOLED EDGE, SEE DETAIL THIS SHEET EXISTING CONCRETE CURB & GUTTER UNIFORM SUPPORT UP SPACED PIPE O.D. TO SPRING LINE +12" (MIN) +24" (MAX) UNDISTURBED SOIL CONCRETE PATCH N.T.S. SAW CUT & SEAL WITH JOINT MATERIAL. SEALINGNOT " TO A" REQUIRED IN CURBS. SUBSTANTIALLY tiN J"R COMPLETE FOR t CONSTRUCTION T=6" - #4 BARS @ 18" O.C.E.W. 1/6/06 CONTROL JOINTS SHALL BE PLACED AT 20' CONSTRUCTION DRAWINGS CENTER TO CENTER. ISSUED PRIOR TO THIS REPLACED BY CONTROL JOINT THISE ETE& SHOULD NOT N.T.S. BE USED FOR SEAL w/EXPANSIONCONSTRUCTION. JOINT MATERIAL #5 SMOOTH DOWEL, 18" LONG & SPACED @ 12" O.C.�E OF TE t �P „ (COATED w/HEAVY GREASE)4r a ,a0d ABON. M. _ L _ 8 .. 3 d ISS/ONAL •EN�4 NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE jj" GREATER THAN DIAMETER OF DOWEL. CAP MUST BE z LONG ENOUGH TO COVER 2" OF DOWEL d AND HAVE STOP SO END OF CAP IS 1" J FROM END OF BAR ZO --I>_ 00 EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60' T INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & (n Q Q OPPOSITE Pi's AND ON ALL HORIZONTAL & VERTICAL CURVES. 0 _i W X EXPANSION JOINT Q Ir z N.T.S. 0 Q X Q o -n F- `#4 DOWEL @ 24" O.C. EXISTING CURB CONCRETE SIDEWALK ADJACENT TO STRUCTURE- N.T.S. SIDEWALK NOTES: 1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00%. 2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND to AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE w STRUCTURES. � o 3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. CL x SPACING SHALL BE UNIFORM. _x 4" EXPANSION JOINT MATERIAL & - WIRE MESH FENCE (ATTACHED TO POST) Liz Q o a- w 0) 0 o WOODEN POST (' > `- m o :D Ix •� Q w C5 o TIE SILT FENCE FILTER FABRIC n - WIRE MESH FENCE (ATTACHED TO POST) Q (� W �,,,. O o Q w 0 --I m Ix od'U- _ ~ 0 TIE SILT FENCE FILTER FABRIC • TOGETHERWITH T Q m o (ATTACHED TO WIRE FENCE) • • , _i O � I- o Q ci 2 ► - "A" � = a I- Q W DETAIL C� SEALANT (MIN DEPTH OF ") - w z ( "�, j1//N/1"�EXISTI G `° ) co`/i \/i\\; .IA C Ne 1 DEPTH (MIN) JAN 0 9 2006 C JENT INFORMATION 7 7- a°° 9 FRONT VIEW ®SLE K CONSTRUCTION E NEERING c o KENNY MELESKY SEE DETAIL "A"4 SOUTHEST PARKWAY EXPANSION JOINT CONTRACTION JOINT 3' LONG WOODEN 24" HIGH SILT FENCE, AS MANUFACTURED BY SILT COLLEGE STATION, TX 77840 POST @ 10' SPACING STOP OR EQUIVALENT OFF: (979) 587-2275 O.C. (MAX) FAX: (979) 696-6751 _ n WIDTH VARIES SCALE: 1 "=10' EXISTING GROUND / COMPACTED FILL 2" CLR LIGHT BROOM FINISH FILENAME: 0270GP1A #3 BARS @ 12" O.C.E.W. » BACKFILL r � ORIGINAL SUBMISSION: DEC. 19, 2005 Z CLR DRAWN BY: C.E.H. / \ CHECKED BY: R.A.M. \/\/\/� \\/ /� WIRE & SILT FENCEr. FIELD BOOK: 6 PAGES: 1,2 Z BURIED 6" BELOW GRADE / / / /// -.'.°��:-:�,:_:Y::::'--:.:.a:<-:-.-_-.;.;=>..Erb:-�=�.-.<:..hW.:z`,��:•:;-c:::. �>..r.;-_;: _•,:;ti ../\/\/\ ,� \ \ \ \ \ \ \ \��� RABON METCALF ENGINEERING 0 z//\//\//\ \/�\�/ \//\\j� z Y z o \�\,�\��\��\��\� (DOWNSTREAM) \moi //\� CLIENT NO. PROJECT NO. COMPACTED (UPSTREAM) _ 189 0270 CROSS-SECTION SUBGRADE SIDE VIEW TYPICAL CONCRETE SIDEWALK SILT FENCING ■ N.T.S. N.T.S. SHEET N0. 20F 4 TIE SILT FENCE • TOGETHERWITH • • • , .. . SEALANT (MIN DEPTH OF ") - w z ( "�, j1//N/1"�EXISTI G `° ) co`/i \/i\\; .IA C Ne 1 DEPTH (MIN) JAN 0 9 2006 C JENT INFORMATION 7 7- a°° 9 FRONT VIEW ®SLE K CONSTRUCTION E NEERING c o KENNY MELESKY SEE DETAIL "A"4 SOUTHEST PARKWAY EXPANSION JOINT CONTRACTION JOINT 3' LONG WOODEN 24" HIGH SILT FENCE, AS MANUFACTURED BY SILT COLLEGE STATION, TX 77840 POST @ 10' SPACING STOP OR EQUIVALENT OFF: (979) 587-2275 O.C. (MAX) FAX: (979) 696-6751 _ n WIDTH VARIES SCALE: 1 "=10' EXISTING GROUND / COMPACTED FILL 2" CLR LIGHT BROOM FINISH FILENAME: 0270GP1A #3 BARS @ 12" O.C.E.W. » BACKFILL r � ORIGINAL SUBMISSION: DEC. 19, 2005 Z CLR DRAWN BY: C.E.H. / \ CHECKED BY: R.A.M. \/\/\/� \\/ /� WIRE & SILT FENCEr. FIELD BOOK: 6 PAGES: 1,2 Z BURIED 6" BELOW GRADE / / / /// -.'.°��:-:�,:_:Y::::'--:.:.a:<-:-.-_-.;.;=>..Erb:-�=�.-.<:..hW.:z`,��:•:;-c:::. �>..r.;-_;: _•,:;ti ../\/\/\ ,� \ \ \ \ \ \ \ \��� RABON METCALF ENGINEERING 0 z//\//\//\ \/�\�/ \//\\j� z Y z o \�\,�\��\��\��\� (DOWNSTREAM) \moi //\� CLIENT NO. PROJECT NO. COMPACTED (UPSTREAM) _ 189 0270 CROSS-SECTION SUBGRADE SIDE VIEW TYPICAL CONCRETE SIDEWALK SILT FENCING ■ N.T.S. N.T.S. SHEET N0. 20F 4 LOT 3C, BLOCK A ZONED C-1 ® T.P. 24' P.A.E. _ (590, 269)- - 15' COMMON AREA & P.U.E. (4354/163) LOT 88, BLOCK D ZONED C-1 EXISTING 5' WALK LOTS 9 - 15 ZONED R-7 i I EXISTING (SANITARY SEWER MANHOLE 1 0 l EE N 44' 37'' 1_ _ 57.00' 1-3/4" DOMESTIC METER & 1-3/4" IRRIGATION METER op OC.O. �0 C.O. PORCH 65' P.P.E. (4354/163) E. M KM CUSTOM HOMES OFFICE BUILDING (SINGLE STORY) 2,078 SQ.FT. LOT 8C, BLOCK D ZONED C-1 A/C NEW 5' WALK S 44' 58' 10" W - 57.00' W. M MOM= ® n(D 20 o11"=11®° LOT 2,3,5,6, BLOCK ZONED C-1 _ to LO i� 12,0 114- 04 d' N 32' P.U.E. (590/269) ELECTRICAL TRANSFORMER 1ii�i qz ui BUFFER YARD: 15' WIDE BUFFER YARD 1. 3 WATER OAKS (2" CALIPER - QUERCUS NIGRA) 2. 17 DWARF WAX MYRTLE @ 3' SPACING (PLANTED AT TOP OF BANK) SEE LANDSCAPING NOTE #10 LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT OR 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. 2. 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. 3. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 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. 10. THE BUFFER YARD HEDGE WALL SHALL BE MAINTAINED AT A HEIGHT GREATER THAN SIX (6) FEET WITH APPROXIMATELY 100 PERCENT OPACITY. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED, IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE 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 PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF COMPLETION. 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION- PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN. LANDSCAPING REQUIREMENTS SITE AREA METHOD: TREE REQUIREMENTS: 8582 sqft. @ 30 pnts./1000 sqft.: 50% TREES: (800 x 507.) = 400 pnts. (8582/1000 x 30) = 258 pnts. REQUIRED = 400 pnts. MIN. REQ'D LANDSCAPE PNTS. BY ORDINANCE IS 800) PROVIDED = 900 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 980 pnts. LANDSCAPE SCHEDULE O N0. OF SIZE N COMMON TYPE NOTES LO I PLANTS NAME NAME M -15' COMMON AREA CID 2.1 TO 3.4" & P.U.E. (4354/163) WATER PROPOSED 30 GALLON 300 NI N 2 CALIPER NIGRA OAK CANOPY TREE rnmo I Z z � WATER 15' COMMON AREA & P.U.E. (4354/163) LOT 88, BLOCK D ZONED C-1 EXISTING 5' WALK LOTS 9 - 15 ZONED R-7 i I EXISTING (SANITARY SEWER MANHOLE 1 0 l EE N 44' 37'' 1_ _ 57.00' 1-3/4" DOMESTIC METER & 1-3/4" IRRIGATION METER op OC.O. �0 C.O. PORCH 65' P.P.E. (4354/163) E. M KM CUSTOM HOMES OFFICE BUILDING (SINGLE STORY) 2,078 SQ.FT. LOT 8C, BLOCK D ZONED C-1 A/C NEW 5' WALK S 44' 58' 10" W - 57.00' W. M MOM= ® n(D 20 o11"=11®° LOT 2,3,5,6, BLOCK ZONED C-1 _ to LO i� 12,0 114- 04 d' N 32' P.U.E. (590/269) ELECTRICAL TRANSFORMER 1ii�i qz ui BUFFER YARD: 15' WIDE BUFFER YARD 1. 3 WATER OAKS (2" CALIPER - QUERCUS NIGRA) 2. 17 DWARF WAX MYRTLE @ 3' SPACING (PLANTED AT TOP OF BANK) SEE LANDSCAPING NOTE #10 LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT OR 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. 2. 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. 3. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 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. 10. THE BUFFER YARD HEDGE WALL SHALL BE MAINTAINED AT A HEIGHT GREATER THAN SIX (6) FEET WITH APPROXIMATELY 100 PERCENT OPACITY. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED, IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE 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 PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF COMPLETION. 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION- PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 7. THE EXISTING IRRIGATION SYSTEM FOR ADJACENT DEVELOPMENTS ARE NOT SHOWN. LANDSCAPING REQUIREMENTS SITE AREA METHOD: TREE REQUIREMENTS: 8582 sqft. @ 30 pnts./1000 sqft.: 50% TREES: (800 x 507.) = 400 pnts. (8582/1000 x 30) = 258 pnts. REQUIRED = 400 pnts. MIN. REQ'D LANDSCAPE PNTS. BY ORDINANCE IS 800) PROVIDED = 900 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 800 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 980 pnts. LANDSCAPE SCHEDULE SYMBOL N0. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS E PLANTS NAME NAME M Q 2.1 TO 3.4" QUERCUS WATER PROPOSED 30 GALLON 300 2 CALIPER NIGRA OAK CANOPY TREE rnmo 2.1" TO 3.4"QUERCUS ' WATER BUFFER YARD PROPOSED 30 GALLON N/A �Qaf 3 CALIPER NIGRA OAK CANOPY TREE 1-5 0 D i- ��� = O oo = cn BUFFER YARD a :2 OIw 4 > 1.25" LAGERSTROEMIA CREPE PROPOSED NON- 15 GALLON N/A CALIPER INDICA MYRTLE CONOPY TREE > 1.25" LAGERSTROEMIA CREPE PROPOSED NON -CANOPY 15 GALLON 600 15 CALIPER INDICA MYRTLE TREE MYRICA DWARF PROPOSED 8 5 GALLON CERIFERA WAX SHRUB 80 NANA MYRTLE" MYRICA DWARF BUFFER YARD 3' SPACING 17 15 GALLON CERIFERA WAX PROPOSED 3' HEIGHT N/A NANA MYRTLE SHRUB (MIN.) LOT 8D, BLOCK D HATCH LEGEND ZONED C-1 SOLID SOD AREAS (TIF 419) SEEDED AREAS 15' COMMON AREA & P.U.E. (4354/163) TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT AGAINST SLIPPING OF RUBBER HOSES. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1"0 RUBBER HOSE 2"x2%8" PINE STAKES r_ OR METAL "T" POSTS (MINIMUM OF TWO) PINE BARK MULCH =- (MINIMUM 2" THICK) a 01/_.- NEW TOPSOIL w/FERTILIZER (MINIMUM 8" DEEP) TOP OF MULCH TO BE BELOW WEEP HOLES IN BRICK WALL b �d 3 x BALL DIAMETER (5' MIN) , 0 r `� 4' OR 6' ECIFIW w � PINE BARK MULCH PL (MINIMUM 2" THICK) c A%4" STEEL EDGE (OPTIONAL, a EXCEPT AT CURBS & SIDEWALKS), COLOR SPECIFIED BY ARCHITECT 1 FINISH GRADE z _c - e-_----- e a04 MIXED TOPSOIL ()/2 TOPSOIL, /i/'� ROTARY TILL (12 DEEP) COMPACTED SUBGRADE AND Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR MULCH, Y4 COMPOST) PLANTING MATERIAL SHRUB PLANTING @ BUILDING N.T.S. MARK SLEEVING LOCATION w/V'x2" PLACE BOLT IN CURB GALVANIZED IF NO SIDEWALK IS CARRIAGE BOLT SPECIFIED 3- .d EXTEND SLEEVING 24" (MIN) - z BEYOND PAVEMENT & SEAL 00 xjE\ TAPE OPENING (BOTH ENDS) �/i \y \ RABON 0 METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: nnengineer@verizon.net OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 DESIGNER KISSINGER - DRAFTING & DESIGN 4348 CARTER CREEK PRKWY, STE. 103 BRYAN, TX 77802 OFF: (979) 268-3848 SLEEVING (SEE PLANSj,\j/�\j/�\j� FOR SIZE & TYPE) W SLEEVING Q N.T.S. U V) z Q RE -VIEWED FOR COMPLIANCE JAN y 2006 COLLEGE STANUN DEVELOPWNTSUNICES CLIENT INFORMATION KM CONSTRUCTION c/o KENNY MELESKY 244 SOUTHEST PARKWAY COLLEGE STATION, TX 77840 OFF: (979) 587-2275 FAX: (979) 696-6751 FILENAM E: 0270LP 1 A I SCALE: 1 "=10' ORIGINAL SUBMISSION: DEC. 19, 2005 DRAWN BY: C.E.H. CHECKED BY: R.A.M. FIELD BOOK: 6 PAGES: 1,2 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 189 - 0270 SHEET N0. 30F 4 Z 0 E d- CO M Q v) W c) w LLw xo> �.L Q X `t -z 0 rnmo =N ' w I w N af o E z �Qaf WQY�m EV)~moo 1-5 0 D i- ��� = O oo = cn a :2 OIw LA o V) N J 0 U U Y CLIENT INFORMATION KM CONSTRUCTION c/o KENNY MELESKY 244 SOUTHEST PARKWAY COLLEGE STATION, TX 77840 OFF: (979) 587-2275 FAX: (979) 696-6751 FILENAM E: 0270LP 1 A I SCALE: 1 "=10' ORIGINAL SUBMISSION: DEC. 19, 2005 DRAWN BY: C.E.H. CHECKED BY: R.A.M. FIELD BOOK: 6 PAGES: 1,2 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 189 - 0270 SHEET N0. 30F 4 12" SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. 24" No 18" 6" RAISED MONOLITHIC CONCRETE CURB CONCRETE WHEELSTOP EXISTING EDGE OF PAVEMENT 3 9'-0" REGUALR ■ :iii' ► • CONCRETE WHEELSTOP 9'-0" REGUALR PARKING SPACE KM CUSTOM HOMES (COVERED PORCH) H/C AMBULATORY RAMP CONCRETE LANDING TO COVERED PORCH 8 8'-0" PEDESTRIAN AISLE H/C PARKING ROW N.T.S. 1. MAXIMUM CROSS -SLOPE OF 2.00% IN ALL DIRECTIONS. 2. SCORE RAMP WITH J" GROOVES @ 2" O.C. 3. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. 4. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED BY THE ARCHITECT. 6'-0" FLARE 3'-0" RAMP 6'-0" FLARE AMP 1 "R (TYP) 2C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND &BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 6" SQ 4" 14" 1.5C A" 1.5C 1 �» TYPICAL VAN RESERVED H/C PARKING SIGN a_ z. N CONCRETE WHEELSTOP 4" STRIPING @ 16" O.C. (PAINTED BLUE) 2.00% (MAX) 4" STRIPING (PAINTED BLUE) '-H/C SYMBOL (PAINTED BLUE) 8'-0" H/C VAN STANDARD CASTING RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON -PAVEMENT AREAS 30"x30" (6" THICK) CONCRETE SLAB MECHANICALLY COMPACTED EARTH FILL (IN NON -PAVEMENT AREAS) _I r ..- 6" PVC (SDR 26, D3034) t= CLEANOUT STACK -1 I I.I I I.I I 1=iii=1 I (=1 - <� � _ =" _:- •: -��°'� I_I I IM I I -III -III -II-III-III- :III=111=III=IEI=I1. -1 I I II=111i�,lll- I_I 11=1 11=1I1=1I ==;R:� III III-( 11-I I I -III 1=1I1=1I I -1I I - 'III_, I_ 12" THICK CEMENT STABILIZED SAND BACKFILL (WHEN IN LLJ PAVEMENT AREAS) mW O U ^ ... - - .. -- . -.III=► ► ►=1► �=1 � I=III-- f-'��I�IIIII�IE,1111►11jII►11� , _III SANITARY SEWER `� MAIN LINE x 6" MAIN LINE 45' WYE STANDARD CLEANOUT N.T.S. RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN AS SPECIFIED) _ 2 -0 GALVANIZED PIPE @ 2 LBS./FT. FINISH GRADE CLASS "B" CONCRETE FOOTING 120 I -----I H/C PARKING SIGN NOTES: 1. ALL SIGN HARDWARE SHALL BE GALVANIZED. 2. MOUNTING HEIGHT SHALL BE A MINIMUM OF 60" ABOVE THE GROUND, FLOOR OR PAVING SURFACE AS MEASURED TO THE LOWEST CHARACTER OF THE LOWEST SIGN. HANDICAP SIGN MOUNTING N.T.S. ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS.- LITTLE OR NO FINES. CLASS II: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS REQUIREMENT. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >"A" LIME. SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SILTY SOILS, ELASTIC SILTS. CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS OF THE ABOVE CLASSES. ALL ROCKS, LUMPS, AND CLODS MUST BE REMOVED FROM THIS MATERIAL PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN NON-STRUCTURAL AREAS. EXISTING GRADE INITIAL SPRING LINE OF PIPE BEDDING (4" MIN) TRENCH WIDTH MAX = PIPE O.D.+24" MIN = PIPE O.D. +12" TOPSOIL SALVAGED _ UJ_ \�i� CLASS IV B - COMPACT IN Q /,//�! 8" (MAX) LIFTS TO 90% 0° STANDARD PROCTOR DENSITY za ��� ' _ /\\i/�\ @ 0 TO +4% OF OPTIMUM MOISTURE CONTENT INITIAL BACKFILL - COMPACT R - "( MAX) LIFTS TO 90%IN 6 c,4 zL STANDARD PROCTOR DENSITY .. @OTO+4% OF OPTIMUM FO. MOISTURE CONTENT - WORK . =:_::::::: IN AROUND PIPE BY HAND TO —"—"—' PROVIDE UNIFORM SUPPORT UP TO SPRING LINE BEDDING COMPACT AC IN 6 :. Vii\ \ \::\\::_\:� (MAX) LIFTS TO 90% STANDARD PROCTOR DENSITY BEDDING TABLE J I / I / i LANE f/IRE , BEDDING INITIAL TYPE TYPE BACKFILL OD CLASS III CLASS II 0CLASS 1 B CLASS 1B 1 REPLACE w/A FOUNDATION OF CLASS IB 10% (MIN) CEMENT PER CEMENT CUBIC YARD OF SAND STABILIZED OR 2.5 SACKS OF SAND CEMENT PER CUBIC BEDDING YARD (WHICHEVER IS GREATER) W ?� Q x Q SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. 24" No 18" 6" RAISED MONOLITHIC CONCRETE CURB CONCRETE WHEELSTOP EXISTING EDGE OF PAVEMENT 3 9'-0" REGUALR ■ :iii' ► • CONCRETE WHEELSTOP 9'-0" REGUALR PARKING SPACE KM CUSTOM HOMES (COVERED PORCH) H/C AMBULATORY RAMP CONCRETE LANDING TO COVERED PORCH 8 8'-0" PEDESTRIAN AISLE H/C PARKING ROW N.T.S. 1. MAXIMUM CROSS -SLOPE OF 2.00% IN ALL DIRECTIONS. 2. SCORE RAMP WITH J" GROOVES @ 2" O.C. 3. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. 4. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED BY THE ARCHITECT. 6'-0" FLARE 3'-0" RAMP 6'-0" FLARE AMP 1 "R (TYP) 2C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND &BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 6" SQ 4" 14" 1.5C A" 1.5C 1 �» TYPICAL VAN RESERVED H/C PARKING SIGN a_ z. N CONCRETE WHEELSTOP 4" STRIPING @ 16" O.C. (PAINTED BLUE) 2.00% (MAX) 4" STRIPING (PAINTED BLUE) '-H/C SYMBOL (PAINTED BLUE) 8'-0" H/C VAN STANDARD CASTING RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON -PAVEMENT AREAS 30"x30" (6" THICK) CONCRETE SLAB MECHANICALLY COMPACTED EARTH FILL (IN NON -PAVEMENT AREAS) _I r ..- 6" PVC (SDR 26, D3034) t= CLEANOUT STACK -1 I I.I I I.I I 1=iii=1 I (=1 - <� � _ =" _:- •: -��°'� I_I I IM I I -III -III -II-III-III- :III=111=III=IEI=I1. -1 I I II=111i�,lll- I_I 11=1 11=1I1=1I ==;R:� III III-( 11-I I I -III 1=1I1=1I I -1I I - 'III_, I_ 12" THICK CEMENT STABILIZED SAND BACKFILL (WHEN IN LLJ PAVEMENT AREAS) mW O U ^ ... - - .. -- . -.III=► ► ►=1► �=1 � I=III-- f-'��I�IIIII�IE,1111►11jII►11� , _III SANITARY SEWER `� MAIN LINE x 6" MAIN LINE 45' WYE STANDARD CLEANOUT N.T.S. RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN AS SPECIFIED) _ 2 -0 GALVANIZED PIPE @ 2 LBS./FT. FINISH GRADE CLASS "B" CONCRETE FOOTING 120 I -----I H/C PARKING SIGN NOTES: 1. ALL SIGN HARDWARE SHALL BE GALVANIZED. 2. MOUNTING HEIGHT SHALL BE A MINIMUM OF 60" ABOVE THE GROUND, FLOOR OR PAVING SURFACE AS MEASURED TO THE LOWEST CHARACTER OF THE LOWEST SIGN. HANDICAP SIGN MOUNTING N.T.S. ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS.- LITTLE OR NO FINES. CLASS II: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS REQUIREMENT. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >"A" LIME. SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SILTY SOILS, ELASTIC SILTS. CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS OF THE ABOVE CLASSES. ALL ROCKS, LUMPS, AND CLODS MUST BE REMOVED FROM THIS MATERIAL PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN NON-STRUCTURAL AREAS. EXISTING GRADE INITIAL SPRING LINE OF PIPE BEDDING (4" MIN) TRENCH WIDTH MAX = PIPE O.D.+24" MIN = PIPE O.D. +12" TOPSOIL SALVAGED _ UJ_ \�i� CLASS IV B - COMPACT IN Q /,//�! 8" (MAX) LIFTS TO 90% 0° STANDARD PROCTOR DENSITY za ��� ' _ /\\i/�\ @ 0 TO +4% OF OPTIMUM MOISTURE CONTENT INITIAL BACKFILL - COMPACT R - "( MAX) LIFTS TO 90%IN 6 c,4 zL STANDARD PROCTOR DENSITY .. @OTO+4% OF OPTIMUM FO. MOISTURE CONTENT - WORK . =:_::::::: IN AROUND PIPE BY HAND TO —"—"—' PROVIDE UNIFORM SUPPORT UP TO SPRING LINE BEDDING COMPACT AC IN 6 :. Vii\ \ \::\\::_\:� (MAX) LIFTS TO 90% STANDARD PROCTOR DENSITY BEDDING TABLE IDENTIFIER BEDDING INITIAL TYPE TYPE BACKFILL OD CLASS III CLASS II 0CLASS 1 B CLASS 1B 1 REPLACE w/A FOUNDATION OF CLASS IB 10% (MIN) CEMENT PER CEMENT CUBIC YARD OF SAND STABILIZED OR 2.5 SACKS OF SAND CEMENT PER CUBIC BEDDING YARD (WHICHEVER IS GREATER) EQUALLY @ 0 TO +4% OF OPTIMUM SPACED MOISTURE CONTENT - LEVEL FINAL GRADE BY HAND MIX BROWN WHERE THE TRENCH BOTTOM IS COLORING IN UNSTABLE, EXCAVATE TO A DEPTH AS CEMENT REQUIRED BY THE ENGINEER AND STABILIZED SAND REPLACE w/A FOUNDATION OF CLASS IB FOR WASTEWATER MATERIAL. COMPACTED IN 6" (MAX) FORCE MAINS LIFTS TO 85% STANDARD PROCTOR 00 DENSITY. TRENCH BEDDING N.T.S. RABON 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 DESIGNER KISSINGER — DRAF nNG & DESIGN 4348 CARTER CREEK PRKWY, STE. 103 BRYAN, TX 77802 OFF: (979) 268-3848 SUBSTANTIALLY COMPLETE FOR CONSTRUCTION 116/06 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. F I rEX� °a ,. dd ,*lot O A. METC -off•, . < NSEo-. t %k 010 AL tem �1 CLIENT INFORMATION KM CONSTRUCTION c/o KENNY MELESKY 244 SOUTHEST PARKWAY COLLEGE STATION, TX 77840 OFF: (979) 587-2275 FAX: (979) 696-6751 FILENAME: 0270D1A ( SCALE:N.T.S. ORIGINAL SUBMISSION: DEC. 19, 2005 DRAWN BY: C.E.H. CHECKED BY: R.A.M. FIELD BOOK: 6 PAGES: 1,2 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 189 - 0270 C 01 SHEET N0. LI. OF 4 0 _E f0 0 _E- 00 m E W ?� Q x Q UY(nV W LL. QX C)0 Q O13—W'''= viz 0,00 �- w E `-m o� � E _ I W " I O V) W Zt ow, Y<m O �= — = E Q O(nz m 0 H 'of Cd -r� 0 V) V)W W I- to w _j w E -4- o Ui F- d- W _j N _! o U U CLIENT INFORMATION KM CONSTRUCTION c/o KENNY MELESKY 244 SOUTHEST PARKWAY COLLEGE STATION, TX 77840 OFF: (979) 587-2275 FAX: (979) 696-6751 FILENAME: 0270D1A ( SCALE:N.T.S. ORIGINAL SUBMISSION: DEC. 19, 2005 DRAWN BY: C.E.H. CHECKED BY: R.A.M. FIELD BOOK: 6 PAGES: 1,2 RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 189 - 0270 C 01 SHEET N0. LI. OF 4