Loading...
HomeMy WebLinkAboutDrawingsLOT 1R, BLOCK TWO IPLAN F.S. KAPCHINSKI W NORTH I (CALLED 2.616 ACRES) w bz� 1/2- I.R.F. ! ` `V o Lj_ . ( ZONED: C-1 t o o 1/2" I.R. S DEVELOPMENT I MCCRORY, DON B NOW OR FORMERLY I ¢ / 2 ._ HASE TWO DEVELO � VOLUME 3783, PAGE 262) :2t!� AREA (9,648 SQ.FT.) --- -J ( I o kit.-- _ __ 0 20 40 C 7.5' B G. SETBACK ORIGINAL PHASE ONE 1 BOUNDARY LINE - ~' �` -- ` / VARIABLE WJHE�i M. H. GRAPH4CAL Y MAPPED CABLE TV 10' P.U.E. SCAY.)Cc It" = 20' 100 -YR LO DPLAIN & PEDESTAL LLS2 {279/431)PROPOSED PAVEMENT & " �= _._._ EXISTING WOAD FLOODW Y ZONE PE) Lp. :;:.:;.:(SEE CIVIL TE OTE #1) PARKING AREAS FENCEI p J_B v� - -- L_,.!J.B. FE -1,287.50' '®._ ...�,� ,� *47�A7" E �' 29% 10' P.U.E tt `-5/8' I.R.F. �-� �- .,� (384/346) P.P. � ® ` a - . J.B.. 5/8„ I.R.F. TYPICAL WIDE <4-a 7.5' BLDG. SETBACK? 0 PAINTED STRIPING d - �-- ___ _ y �� C. 0. _ PROPOSED 6 WHITE X51 °. 434 :. a 23 C.O. _'_ PUBLIC ACCE (WHITE) _ - _J i EASEMENT Z a 144 d a °.' . O a O.Ld 22 -I I E.M. I I 'O"P.P. w.M ^ a C3 a O J < fY F- D.C. V. 0 - - ° a - . d Eri 25.Od a a. 11 I ( PROPOSED 4'x4' ( ncp. \ 4• q a °' e O• ° o- I I I I ELECTRICAL TRANSFORMER I 1 W.M A- a Aa a -- x x o I I EASEMENT PAD I ( o M I P.P. \ © a. 4 24.00' o --I------) -' .rn d 6) -- 1 I I 0 bi a a. a U a_ O r. I I St `-�7�V�PV�N V N Q A N op I ( » -T I :aE•r- \ m aC e 39 .Q 4 X I 1 - STORY (MAX_HEIGHT=35 6) 1n n o 3 GROSS ARIEA = 7,084 SQ.FT. Q l \ 4._ I o• "��► W�_ - 4 a' 4 . 29, : 28 `U, - - I IFC CONSTl�IUCTlON TYPEI - !IB l/� �/► n 4- a --• 360 0 � Z a a scar oo z > I I I I 1 Q Q. 1 -BAY FRONT LOADING DUMPSTER a: ?aZs:oq 4 O Q CL I I PAD w/8' HIGH SCREENING WALL ° U _ _ (MATCH FACADE' OF BUILDING) & a a i -' I I ` I 61 WA IK 2-6' PANEL STEEL GATES - SEE; ° ° _ o i CIVIL SITE NOTE #6 u�_ '. 1�•�5 Q. a . � • a N .- '' ' a d . '.8 - 1 REG. SPC (9'x18') 2 H% =142. 0' 972 `1 a SQ.FT. \ 180 I- 15 I- - SQ.FT. co Mmmm_ PROVIDE 12'-0" MINIMUM \ DETENTION ' FIRE LANE CLEARANCE (BOTH DIRECTION) IN FACILITY 4dry THE INTERIOR OF THE DUMPSTER \ o >- 6" CONCRETE PAD - SEE DETAIL SHEET C2.1 \ 9 w PAVING 00 X 41 ^ �- Z ` PROPOSED VARIABL� \ o)_0 fn W DTH DRAINAGE mao m FIRE LANE \ JewEA EMENT v �s 7:5' BLDG. SETBACK N 2437 6 W 318.23 \ F(RE LANE. _ LOT 18-20, BLOCK FOUR \ \ LOT 9, BLOCK TWO REDMOND TERRACE F.S. KAPCHINSKI (CALLED 2.714 ACRES) J \ \ VARIABLE WIDTH (CALLED 0.298 ACRES) RAINAGE EASEMENT ZONED: R-1 (268/795) ZONED: R-1 NOW OR FORMERLY NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC \ WATSON, WILLIE V (VOLUME 3783, PAGE 262) (VOLUME 3783, PAGE 262) \ CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN & FLOODWAY (ZONE AE) AS GRAPHICALLY DEPICTED r FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008. s• 2. 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 CALL BEFORE YOU DIG A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE -COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. TEXAS ONE CALL SYSTEM 3. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR I-800-245-4545 AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. (AT LEAST 72 HOURS PRIOR TO DIGGING) IVARNINGI!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 4. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES 5. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 59% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID CURB NOTE: EXPANSION JOINTS TO WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. R BE PLACED AT 6D' .INTERVALS AND 6" AT ALL RADIUS POINTS, P.C.'S, P.T.'s. 9. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, CONSTRUCTION JOINTS SHALL BE DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PLACED AT 20' INTERVALS. PERMITTED CONTRACTOR(S) ONLY. 10. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, 32$ PREPARED BY THIS OFFICE, DETENTION WILL BE REQUIRED. 11. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. • -- • .:°¢..--•--'- 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. THIS FACILITY IS A MULTI -TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS --I 3" PAVEMENT 1,771 SQ.FT. (7,084 SQ.FT. x 25%). REINFORCEMENT 14. MAINTENANCE RESPONSIBILITY OF THE 244' PRIVATE ACCESS DRIVE; LOCATED IN THE PRIVATE CROSS ACCESS- EASEMENT,- SHALL BE - THE PROPERTY OWNER OF F.S. KAPCHINSKI - LOT 6R1, BLOCK TWO. _ #4 BARS PURPOSE NTOTAL OFPACES. EW PHASE4TWO 1 PARKING DEVELOPMENT IS TEXPAND THE EXISTING PARKING .LOT FROM A TOTAL OF 31 PARKING TYPE 1A -MONOLITHIC SPACES TO A ®� �`'V` ��� CURB � GUTTER 16. ENCROACHMENT INTO THE FLOODWAY IS NOT PERMITTED. THE PARKING LOT AND RETAINING WALL, BORDERING THE FLOODWAY, SHOULD BE CONSTRUCTED ENTIRELY FROM THE PARKING LOT SIDE OF THE WALL TO AVOID ANY ENCROACHMENT ■ N.T.S. INTO THE FLOODWAY. IQ 9 1. SQ.�r. 6 0 1 FIRE LANE 24' PRIVATE CROSS ACCESS EASEMENT FIRE LANE I (9917/126) SIGN FIRE LANE I BUFFER WALL 1/2" I.R.F: 0 S�. N.T.S. pis AFAFA P LINO e%E F.S. KA CHINSkI: POWER POLE LOT 6R BLO K TWO 1713 P , A RK PL i CE O CL `� TX - _ , _I L E E..L .. Docv i I (L ELECTRIC VALVE ®BV 16' W�LK , ®EM ELECTRICAL TRANSFORMER (DcM GAS METER OO MH MANHOLE 0C.O. CLEANOUT 4FH FIRE HYDRANT 01P TELEPHONE PEDESTAL ❑ AI AREA INLET B JUNCTION BOX o______CURB"_INLET _ Y PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ----- PROPERTY LINE N EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE REQUIREMENTS: ORDINAL CE: OFF! \ /250 SQ.FT. REQUI Rl D: 528 28 OFFI (7,084 I IQ 9 1. SQ.�r. 6 0 1 FIRE LANE 24' PRIVATE CROSS ACCESS EASEMENT FIRE LANE I (9917/126) SIGN FIRE LANE I BUFFER WALL 1/2" I.R.F: 0 S�. N.T.S. pis AFAFA P LINO e%E F.S. KA CHINSkI: POWER POLE LOT 6R BLO K TWO 1713 P , A RK PL i CE COLLEC STATION, TX SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE 'KAPCHINSKI GUY WIRE ANCHOR ® GAS PIPELINE RISER II8 wv WATER VALVE ®w+ WATER METER Docv DOUBLE CHECK VALVE 0 Ev ELECTRIC VALVE ®BV BALL VALVE ®EM ELECTRICAL TRANSFORMER (DcM GAS METER OO MH MANHOLE 0C.O. CLEANOUT 4FH FIRE HYDRANT 01P TELEPHONE PEDESTAL ❑ AI AREA INLET B JUNCTION BOX o______CURB"_INLET _ Y PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ----- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE �S ALF y�F COMPI..iAP ICER MAY 3 12012 COLLAGE STATt+f9N ENGINEERING 9 , r; r rpr f+1I{�c� C., i 7I f. �O/ FATtlY 0 REQUIRED i I3 +11' 13 +2' -•�36 i �y M +4' sI NOT REOVFED REVIEWED FOR JUN 0 1 2012 EVELOP, 'T RVICES PLAT PILIN: lu} . I F I've Ack F607 EASTMARK DR., STE. 252 <77840> 'OST OFFICE BOX 9253 ;OLLEGE STATION, TEXAS 77842 ?MAIL: civ il(a rmengmeer.com JFFICE - (979) 764-0704 AX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARK[ DATE I DESCRIPTION SUBSTANTIALL COMPLETE ISSUE Fid T 3119/12 CONSTRUCTION DRAWINGS; ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NO BE USED F CONST 11 do • s ld * e BON A. METC F 00 88 83 z 0 U z CL X Lij �r► AA z V F-- � X Q z LJ s 0 i Jviz Yz) W Q- F- (A o) I_ ui Q_m �, I o Ull � o'er J o _! U' Q_ Wo Ld ti F - >h J W 0 Q- r 0 0 o 0 0 i Li j V CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG ®SYSTEK MAI L. CO M PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451 SP1 A I SCALE: 1 "=2011 SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. I FIELD BOOK: N/A PAGES: N/A j RME CONSULTING ENGINEER CLIENT NO. PROJECT N,6. 225 - 0451; ■ SHEET 4 OF 8 I 6 PROPERTY INFORMATION F.S. 'KAPCHINSKI LOT 6 1, BLOCK TWO (VOL. -----, PG. N-) (1.113 ACRES or 48,504 SQ.FT.) ZONED: C-1 NOW OR FORMERLY _ CRAR.7& 'CA OL INVESTMENTS LTD (VOL. 905/10462, PG. 16/218) PL Sm 1. R ER To SHEET COA FOR SITE, PARKING, AND Mll':CELLANEOIJS CONSTRUCTION NOTES, 2. R ER TO SHEET C2.1 FOR SITE; PARKING, AND MiliCELLANEOUS DETAILS. - 3. U S i� ES .OTH RWISE NOTED ALL RADIUS ARE 4.0' AL NG THE B I ACK OF CURB. PARKIN t REQUIREMENTS: ORDINAL CE: OFF! - 1 SP /250 SQ.FT. REQUI Rl D: OFFI (7,084 250) = 28.3 SPACES TOTA REQUIRED` E UIRE = 29 SPACES D: PROVID REGULAR =':39 SPACES H/C 2 SPACES TOTA = 41 SP ES ISLAND E UlREME I qTS-. SAGE SHOWN AT INTERIOR END THE SQI.IARE-F00 ISLANDS INCLUDE THE REQUIRED AREA, AND EXTRA, FOR SINGLE OR DOUBLE END ISLANDS, THE EXCESS AREA A OVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN BELOW. INTERIOR PARKING = 34 SPACES REQ'D NT. ISLAND�AREA=(34/15x180)=408 SQ.FT. PRO ED INTERIOR ISLAND AREA = 420 SQ.FT. COMPI..iAP ICER MAY 3 12012 COLLAGE STATt+f9N ENGINEERING 9 , r; r rpr f+1I{�c� C., i 7I f. �O/ FATtlY 0 REQUIRED i I3 +11' 13 +2' -•�36 i �y M +4' sI NOT REOVFED REVIEWED FOR JUN 0 1 2012 EVELOP, 'T RVICES PLAT PILIN: lu} . I F I've Ack F607 EASTMARK DR., STE. 252 <77840> 'OST OFFICE BOX 9253 ;OLLEGE STATION, TEXAS 77842 ?MAIL: civ il(a rmengmeer.com JFFICE - (979) 764-0704 AX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARK[ DATE I DESCRIPTION SUBSTANTIALL COMPLETE ISSUE Fid T 3119/12 CONSTRUCTION DRAWINGS; ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NO BE USED F CONST 11 do • s ld * e BON A. METC F 00 88 83 z 0 U z CL X Lij �r► AA z V F-- � X Q z LJ s 0 i Jviz Yz) W Q- F- (A o) I_ ui Q_m �, I o Ull � o'er J o _! U' Q_ Wo Ld ti F - >h J W 0 Q- r 0 0 o 0 0 i Li j V CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG ®SYSTEK MAI L. CO M PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451 SP1 A I SCALE: 1 "=2011 SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. I FIELD BOOK: N/A PAGES: N/A j RME CONSULTING ENGINEER CLIENT NO. PROJECT N,6. 225 - 0451; ■ SHEET 4 OF 8 I 6 i N' Rl rv. �l ki Tk4 F qs LOT 6RI, BLOCK TWO F.S. KAPCHINSKI SUBDIVISION N.T.S. CO G S ATION BRA TEXAS Q0-. OS COUNTY T XAS A&M CITY OF COLLE-Q,t9 2v 11L 2 r. 6vtIRALL VIEW STA O - -- ,. guyi r, coi-mpu. q / V��?K F.S. KAPCHINSKI• /F.Sr� IAP /OH Ni S/K� UB71V("SIl fhti- ;.it ,���� , LOT 6R1 BLOCK TWO / r 1713 PARK PLACE �� . � � r / 0, COLLEGE STATION, TX STANDARD PERMIT NOTE: / � La�^s CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR RELATED CONSTRUCTION PLAN KEY l..°.ATION MAP CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: NOT TO SCALE CoCS - PLANNING & DEVELOPMENT SERVICES - DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS TxDOT -DRIVEWAY &UTILITY PERMITS IN DE X, OF SLEETS: PREPARED FOR: ATMOS ENERTR(CALGASRVICES SERVICE VERIZON & SUDDENLINK - COMMUNICATION SERVICES SHEET SHEET CRAIG & CAROL INVESTMENTS, LTD. TCEQ - STORMWATER & PRETREATMENT TEAMS - STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES NG. I.0. DESCRIPTION TAS - ADA REVIEW & INSPECTIONS 1 C.O COVER SHEET 1713 PARI. PLACE C0.1 GENERAL NOTES COLLEGE STATION, TX 77840 OFF: (979) 695_99sTOP 1 C1.OA DEMOLITION8c EROSION CONTROL PLAN "A" CALL BEFORE YOU DIG C1.1 OVERALL SITE PLAN FAll��TT'. (979) 6995-944 (��j /� TEXAS ONEGALL SYSTEMC1.2A GRADING & DRAINAGE PLAN "A" . . � �� �� y�� 1-500-245-4545 C1.3A PAVING PLAN A EMAIL: craig@systekmail.com (AT LEASE T2 BIS T PRIOR TO DIGGING) C DETAILS cT c iFARNI O C ; THE CONTRACTOR 1S TO LOCATE ANY AND ALL UTILITIES � C2.1 PAVING .& D R.A.I_N.A GE LTL I .A � L S ERIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. L1.1 LANDSCAPE PLAN PREPARED BY: APPROVED BY: RME CONSULTING ENGINEERS=` •.•• • e� �p + 77840> 1 T E LATESTEDITION OF THE 2009 B/CS UNIFIED TECHNICAL 7607 EAST��ARK DR. STE. 252 G _. *�� SPEC( (CATIONS &DETAILS ARE ISSUED FOR THIS PROJECT. •� BON • •MET' �, 2. THE FOLLOWING 2009 B/CS UNIFIED STANDARD TECHNICAL 2 3 P.O. BOX *... $ .8. - _ 9 �'•' RL SPECIf ICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. COLLEGE STATION TEXAS 77842�a�Fs ......��.ST dal CONAL E '� ATE: x RME CONSULTING ENGINEERS PH: (979)764-a7a4 �T �T 88583 Q �- L� .- =3.� _• - RAB O V A METCALF,C 1LP E 1 V o. 8 8 5 8 3 CLIENT NO. PROJECT NO. �J�% /'/� Fl 1e (979) 764-0704 A. ° ` � .. _.��_:�.��_ '� -. �. Le25 X451 . RME CONSULTING ENGINEERS EMAIL: civil@rm.engineer.com TEXAS FIRM REGISTRATION Na F- 4�9� 0 m 0 ARK DATE DESCRIPTION SHEET 1 OF 8 j 1� GENERAL CONSTRUCTION NOTES: EROSION CONTROL NOTES: PAVING NOTES: GENERAL UTILITY NOTES (PRIVATE & PUBLK 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MiNiMAL REQUIRED. IT SHALL BE THE 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID Or A GEOTECHNICAL INVESTIGATION AND 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BEM E 1?,UE TO GRADE. EXCAVATION SHALL BE MADE A - k OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONIROL MEASURES (DIVERSION BERMS RFCOMMFNDATIONS PRFPARFD BY (,FOTFCH FNGINFFRING lir TFSTING (DATFb AUGUST 2010). DUF TO THF P1 AST1C MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PR ADE A SAND BED FOR THE PIPING. BACKFILL OVER - SOILS WITHIN THIS AREA SOME MINOR DIFFEREN.TLAL MOVEMENT MAY STILL Q .,EBRIS AND SHALL BE TAMPED. BY HAND OR +�'� "_ _ DRAINAGE STRUCTURES. SWALES. ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND. OCCUR DUE T0. SEASONAL SOIL MOISTURE PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE F �C. n- 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. VARIATIONS. MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UN 1STU�BED EARTH OR TO 95% STANDARD PROCTOR - AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND E} CAVATION SHALL BE DONE IN STRICT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR 2, THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL EARTHWORK, ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLI SAFETY CODES AND STANDARDS. 7607 EASTMARK DR., STE. 252 <77840> COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A PAVING, AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR POST OFFICE BOX 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL PROVIDE ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FOM FINISHED GRADES. WHERE UTILITY LINES EXTEND COLLEGE STATION, TEXAS 77842 NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRiOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, THESE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOT OM OF THE STRUCTURE. EMAIL: civil@*men&eer.com NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. IF NECESSARY. REPORT ALL ALL TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. OFFICE - (979) 764-0704 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH � CONTACT INFORMATION: 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN A. SUBGRADE: NON-STRUCTURAL REQUiREMENTS. IN STRUCTURAL AREAS (UI DER FOlPND TiONS, PAVEMENTS, WALKS, ETC...) THE FAX - (979) 764-0704 TEXAS ONE CALL: BDO-245-4545 DISTURBED.. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 257. 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL E3E GRUBBED AND REMOVED. VEGETATION UTILITIES SHALL BE BEDDED AND IN111AL BACKFILLED WITH CE IAENT SARIL ZED SAND. FINAL BACKFILL IN THESE TEXAS FIRM REGISTRATION No. F-469 LONE STAR ONE CALL: 800 669-8344 CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SiTE OR HAULINI> AWAY IF NOT SUITABLE FOR FILL. SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STR TURAL COM ACTION REQUIREMENTS. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 BY THE PROPOSED IMPROVEMENTS. KERR SURVEYING, LLC CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRAC110E (BMP). SEDIMENT FENCE, 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, ( LEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 2. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF . 409 NORTH TEXAS AVENUE BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN CoCS: WATER &SEWER DIVISION - (979} 764-3435 BRYAN, TX 77803 BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS ONE BENCH BEING PLACED VER HCALLY FOR EVERY IWO FEE[ OF CHANNEL HEIGH I. VERIZON: BRENDA VAJDOK - (979) 821-4770 OFF: (979) 268-3195 REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 5. CONTRACTOR SHALL UNCOVER EXISTING U11LITIES AT ALL POINTS OF CROSSING TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 3. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TiME OF CONSTRUCTION, THE CONTRACTOR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE EN 3INEER AT ONCE OF ANY CONFLICT. EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER SEMINOLE PIPELINE: JIM ROLAND - 979 421-0460 O COMMENCEMENT OF WORK. AID. A . ( ) 6. THE CONTRACTOR. iS. RESPONSIBLE FOR. FILING A NOTICE OF INTENT PRIOR. -TO EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO .THAT GRADE CRITICAL ELEMENTS (LE. STORM CITGO GAS: DOUG CLINE - (713) 416-1289 NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ=-A LAMINATED COPY OF THE OR USING GEOTEXTILES, DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITI IAL ELEMENTS (LE. ELECTRICAL CONDUIT, ENERGY TRANSFER PIPELINE: BENNY LLOYD - (979) 820-5751 CONSTRUCTION SITE NOTICE, NOI AND SWPPP, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY, SHALL BE POSTED AT THE WATER SERVICES, ETC...}. SUDDENLINK: MIKE LAVENDER - (979.) 846-2229 SITE. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL 7 THE CONTRACTOR SHALL FURNISH ALL MATERIALS, E')UIPMENT, AND LABOR FOR EXCAVATION, BORING, 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR IS FREE FROM TRASH, LUMPS CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. � ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPI TENANCES AS SHOWN ON THE PLANS. HAY BALES OR SILT FENCING E 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND SAGS, REPLACING THE S. FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRiED TOA g. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER CCESSORIES SHALL BE IN ACCORDANCE WITH THE THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT iN PLACE UNTIL UPSTREAM MOISTURE CONTENT RANGE OF +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM .ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH DRAINAGE AREAS ARE FULLY STABILIZED. DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. COMPACTION TESTS, FOR THESE MANUFACTURERS RECOMMENDED PRACTICES AND SHALL, AT A L TIMES, BE PERFORMED WITH CARE TO AVOID ANY THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE AREAS, SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS FOR EACH LIFT 1 TEST PER 5,000 SQ.FT. OF FILL AREA DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE ND PROVIDE THE NECESSARY STORAGE AREAS FOR CONTRACTOR'S OWN EXPENSE. 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED WITH A MiNiMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. ( } MATERIALS AND EQUIPMENT. AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 9. CONTRACTOR SHALL 01 RESPONSIBLE FOR COORDINA NG ALL CONNECTIONS TO PUBLIC SYSTEMS AND 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND 6. THE SUBGRADE SHALL BE MOISTURE CONDITIONED,IF APPLICABLE, TWO FEET (2') BEYOND THE BACK OF CURB, OR INSTALLATIONS WITH REGULATORY INSPECTOR. ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT 9• THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE EDGE OF PAVEMENT, WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUTE EPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, MARK DATE DESCRIPTION OF THE ENGINEER. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 7_ COMPACTION TEST, FOR FILL MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 TEST DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO E INSPECT R S APPROVAL CEASES FOR MORE THAN 14 DAYS. PER 5,000 SQ.FT. OF FiLL AREA) WITH A MINIMUM OF THREE (3) TEST BEiNG PERFORMED PER LIFT. SUBSTAa T' ALLY 5. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS RY". ALL BORES SHOWN CONCERNING EXCAVATION. 1.0. WHEN. HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER. INSTALLATION. AND UNTIL AREA B. STABILIZED SUBGRADE: . , UNLESS OTHERWISE NOTED, SHALL BE ' SHOWS GROWTH. 1. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EX�C VATION WITH N FIVE (5) FEET OF PUBLIC ROADWAY COMPLETE 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE (PI<7) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH TYPE 1 PORTLAND CEMENT PAVEMENTS OR WALKS.`UED FOR ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. (APPROXIMATELY 4% BY WEIGHT). RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQURID FOR ON-ir TE UTILITIES AND IRRIGATION SYSTEMS. bAb 1: TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 2. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS CONSTRUCTION OF INTERMEDIATE PLASTICITY (7<Pi<20) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A I E AL "T" POS , PAINTED BLUE FOR WATER AND GREEN THE SET AS RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. DEMOLITION NOTES: WITH EQUAL RATIOS OF LIME AND FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. 3/19/1 �/1 9 j1 S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT �i STORED ON THE JOBSITE THE CONTRACTOR. SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS iN A SAFE 3. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL 15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TR. PS, SAMPLING WELLS, AND OIL/ SAND 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE �, �> >. CONSTRUCTION DRAWINGS B STABILIZED, TO A.DEPTH OF 6 E PROPOSED PAVEMENT WITH AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. E BI ED, UNDER TH R TYPE A HYDRATED LIME (APPROXIMATELY SEPERATORS SHALL NOT HAVE LABELING SAYING CITY OF COLLE E STATION". PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR 6% BY WEIGHT). ISSUED PRIOR TO THIS CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, iNCLUDINC BUT NOT LIMITED T0: TREE ROOTS, FOUNDATION DATE ARE REPLACED BY CONSTRUCT PROPOSED IMPROVEMENTS}. SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT4. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE THIS SET &SHOULD NOT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND AND MAINTENANCE OF HIGHWAYS, STREETS &BRIDGES, ITEM N0. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR BE USED F INSPECTION APPROVALS FOR ALL WORK SHOWN. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH FLY ASH. CONSTRUCTI THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF 5. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT EXISTING CONDiTIONS OR BETTER. WORK WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND ,: .-•` °s COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. ' f� 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. 00 STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. 6. THE SUBGRADE SHALL BE STABILIZED ONE FOOT (1') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, • BON A. METC...-� 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & .MATCHING WITH NEW CONSTRUCTION, SHALL BE WHICHEVER .IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. I .. . ............. � f 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY A o • 88 83 THE SAME CONDITIONS OR BETTER. PROPOSED STRUCTURES. 7. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 l� �o� - �/C FROM THE SUBJECT PROPERTIES SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'-NAD 83) 1. " THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY 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 FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 3. !' THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE APPROPRIATE UTILITY COMPANY. STORM SEWER NOTES (PUBLIC & PRIVATE): 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED., IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH BfCS STANDARD DETAIL D3-02. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" 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 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. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DiTCH OR STRUCTURE DISTURBED DURING CONSTRUCTION .SHALL .BE .RESTORED TO .EXISTING .CONDITIONS OR BETTER. 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. z TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION DRAWN BY: R.A.M. STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02. - DRAWINGS. C. PORTLAND CEMENT CONCRETE: z 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. OF 3,500 PSI AT 28 DAYS. RIGHT-OF-WAY. CLIENT NO. PROJECT NO.'i 7. THE CONTRACTOR SHALL PERFORM DEMOLiTION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT DIRECTED BY THE OWNER/DEVELOPER. (10) FEET. SHALL BE CLEANED DAILY. 0 Li F- ♦/ / 8_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT 1I. AUEQUAIE DRAINAGE SHALL BL MAINIAINEU Al ALL TIMES DURING CUNSIKUCIIUN AND ANY DRAINAGE UIICH UK FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. w < z Ld 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. PRIOR TO COMMENCING DEMOLITION WORK. 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. D a- PAVEMENT. 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD 0 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. SURFACE. C) 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. 12. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHiCH ARE DAMAGED DURING CONSTRUCTION SHALL BE 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. DIMENSIONAL CONTROL NOTES: 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 507 AND FALLING OR 957 OR HIGHER. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SiTE, THE CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40•F AND RISING OR LESS THAN 957. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS WITH ANY WORK IN THAT AREA. D. STEEL: , CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY C C C A C 1. ALL REINFORCING STEEL HALL BE DEFORMED BILLED .,TEL BAR HAV h E HAVING NIIPJIMUP�1 YIELD STRENGTH OF NOT 14.. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING. OF ANY STRUCTURES.. THE LESS THAN 60 KSI CONFORMING TO ASTM A61b, GRADE 60: TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. 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, 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO COLLEGE STATION PUBLIC WORKS DEPARTMENT AND THE CiTY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 309xBAR DIAMETER OR 12", UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE UTILITY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT WHICHEVER IS GREATER. OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE 2. ALL DIMENSIONS SHOWN ARE TO BE USED 1N CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS T 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION STEEL SHALL HAVE A MINIMUM 2" CLEARANCE WITH THE SOIL AND 2" OF COVER FROM THE TOP OF THE PAVEMENT. ELECTRIC (CSU). A PORTION OF THiS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. RESPONSIBLE .FOR REIMBURSEMENT OF ALL WORK, .SERVICES, AND MATERIALS REQUIRED BY .CSU TO PERFORM .SU.CH DUTIES. 3. "! UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. GRADING NOTES: 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT 4. ii, UNLESS OTHERWISE LABELED ALL BACK OF CURB RADIUS ARE 4'-0". THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO BY ATMOS ENERGY TO PERFORM SUCH DUTIES. PONDING OCCURS. 5. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX) AND TOPOGRAPHICAL SURVEY BY THIS OFFICE. 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MiNIMUM SLOPE OF TELEPHONE COMPANY. THiS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR. 6.! T.B.M.1�: SQUARE CUT iN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS I FOR REIMBURSEMENT OF ALL WORK, SERVICES,. AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. FROM THE SUBJECT PROPERTIES SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'-NAD 83) 1. " THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY 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 FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 3. !' THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE APPROPRIATE UTILITY COMPANY. STORM SEWER NOTES (PUBLIC & PRIVATE): 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED., IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH BfCS STANDARD DETAIL D3-02. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" 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 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. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DiTCH OR STRUCTURE DISTURBED DURING CONSTRUCTION .SHALL .BE .RESTORED TO .EXISTING .CONDITIONS OR BETTER. 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. Y W V) t� V! CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAI L.COM PH: (979) 695-9955 FX: (979) 695-9944 Z O D m Y 1) Z S U a d LL O F�- Y U J m srD F- 0 O FILENAME: 0451 CVl A z SUBMITTED DATE: 2/1/12, 3/19/12 0 DRAWN BY: R.A.M. ♦ V) CHECKED BY: R.A.M. z HELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO.'i X 225 -- 04.51 i.d 0 Li F- ♦/ / z V w H Jo 0 w < z Ld 'Q ~F O U- (jt I.LI V D a- T-0 0 0 C) Y W V) t� V! CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAI L.COM PH: (979) 695-9955 FX: (979) 695-9944 Z O D m Y 1) Z S U a d LL O F�- Y U J m srD F- 0 O FILENAME: 0451 CVl A I SCALE: N/A SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. HELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO.'i 225 -- 04.51 C0. 1 SHEET 2 OF 8 NLOT 18-20, BLOCK FOUR REDMOND TERRACE 1pir A l%:r (CALLED 2.714 ACRES) NORTH ZONED: R-1 0 1@ 20 NOW OR FORMERLY Immmi lummilS LIPINSKI HOLDINGS, LLC SCALE. I. = 10 (VOLUME 3783, PAGE 262) "' 00 46 VARIABLE WIDTH DRAINAGE EASEMENT 000 (268/795) .00* .00 1--__-GR-KPICALLY MAPPED- ---100-YR FLOODPLAN & FLOODWAY-(ZONE lVE) (SEE -CIVIL SITE -NOtE #1) -BFE-287.-50'_ woo 000 90 OD CONTRACT SHALL PLACE SILT FENCING UNTIL ADEQUATE co MEASURES ARE IN PLACE TO KEEP Cl SILT FROM DISCHARGING INTO CREEK OR ONTO ADJACENT POSED VARIABLE - PROPERTY (DO NOT ENCROACH _WP WIDTH DRAINAGE IINTO FLOODPLAIN/FLOODWAY) EA-SEMEN_T._- gas -A APPROXIMATE LINTS OF HYDRO -MULCH SEEDING =CONCRETE WASH -OU,Tr AREA 1,370 SQ.FT.) (PLACE AS REQUIRED) X! --U. Lj Bi- + + - ++ +++ . . . . . . . . . . ... + + + + __284 + + + + + N C R(E" pt P ++.+i 3�no 5/8' I.R.F. + + + + + + ++ 010 + + + +\ 4 4 + + + + + +: . . . ++ ... . + + + I + + ++ VA+ + . . . . . . . . . . . . . . . . + + + + + + + + ++++++_ r + + + + + + + \-5/8 I.R.F. + + + + + + + + + + + + + + AD Vs -++k+++= 10' P.U.E. + + + + + + + 400,P'Z v - + + + + + (279/431) 000P + + + '00 + + + + + + + 41j000000zP + L + + L. P. APB 10' P. U. E. + + +/ + + (384/346) + +++ + /Z + + + + + + TYPICAL INLET PROTECTION *+:_+A BARRIER - PLACED AT ++.'+ + ALL INLETS UNTIL GROUND + COVER HAS BEEN + DETENTION ESTABLISHED 0) , +'+'+ .*+ +1 FACILITY + C%j A& + + + + + + + AV Aff I I/ + + + + + + + 2g f SAW CUT & REMOVE + Lu Z EXISTING CURB & yy(++ PAVEMENT - AS REQUIRED 290 + +d. + + + + + + I + + 291 + + +++` +j C%q .............. + + + + + .................. ......................... ............................ ... SAW CUT & REMOVE •. •:,. tl..... . ` EXISTING CURB1. 4 + + q 11 AS REQUIRED 1 %4 +4 C! OD 4 4, LOT 1 R, BLOCK TWO F.S. KAPCHINSKI 2 2-- 1 I j (CALLED 2.616 ACRES) ZONED- C-1 NOW OR FORMERLY OBLITERATED MCCRORY, DON B EXISTING PARKING 6" CONCRETE 04 PAVING Wildt' (VOLUME 3783, PACE 262) LU I Z7, OLU%�r\ I VVU F.S., KAPCHINSKI z 24' PRIVATE CROSS (CALLED 0.298 ACRES) ACCESS EASEMENT — —29-3— ZONED: R-1 n no cr_%D C VARIABLE WIDTH P.UE. IN vv ivi l\L_l _rCl 1 (1834/637) PLAN NOTES: 1. REFER TO SHEET COA FOR EROSION, DEMOLITION, AND MISCELLANEOUS CONSTRUCTION NOTES. 1 2. REFER TO SHEET C2.1 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. 3. REFER TO SHEET Ll.lA FOR ADDITIONAL SEEDING AND SODDING REQUIREMENTS. T.B.M. SQUARE OUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=296.57'-NAD 83) EROSION CONTROL LEGEND *-OFILTER FABRIC FENCE —X (REINFORCED FFF MAY BE REQ D) X_(�REINFORCED FILTER FABRIC FENCE & STABILIZED CONSTRUCTION ENTRANCE APB INLET PROTECTION BARRIER (PH 2) ROCK FILTER DAM (TY 1), SEE TxDOT STANDARD EC(2)-93 SIDESLOPE EROSION CONTROL HYDRO -MULCH SEEDED 10 POWER POLE LIGHT POLE GUY WIRE ANCHOR gwv WATER VALVE owm WATER METER EM ELECTRICAL TRANSFORMER fl)GM GAS METER OMH MANHOLE 6C.O. CLEANOUT -91FH FIRE HYDRANT olp TELEPHONE PEDESTAL M Al AREA INLET OPB JUNCTION BOX 0,-4AL AREA LIGHT (GROUND) ® PB FIXED PIPE BOLLARD F --O--1, CURB INLET FENCE, AS BUILDING SETBACK LINE qUFAC. UR PROPERTY LINE ------ EASEMENT LINE P.U.. �' PUBLIC UTILITY EASEMENT I Src:)Ip I CALL BEFORE YOU DIG TE11S ONT GALL SYSTEM 1-800-245-4545 rAT LEAST 72 HOURS PRIOR TO DIGGING) WARIIING11; THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CON RUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TOMISTIG UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. METAL 17T" P WIRE MISH FENCE (ATTACI-IED TO PC FILTER -ABRIC (ATTAC ED TO Will " A of FENCE) 7- i M 000 '--TIE SILT FENCE x -memo WITH NYLON CORD (0 ID -EXISTING ,-ROUND m VIE�_ 31 LONO`M;LTAL "T" 241' HIGH�I�SIL�� FENCE, AS 0 10' SPACING MA, qUFAC. UR D BY SILT O.C. (MAX) STkP OR EQ IVALENT EXISTING GROUND C( �MPACTED FILL \X w RE & SILT, FENCE SEE DETAIL "A" Bt RIED 6" BELOW GRADE (DOWNSTREAM) (UPSTREAM, NOTE: SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS SILT FENCIN ka STANDARD DETAIL N.T.S. -SWPPl -03 GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER z MIN EXISTING PLASTI( GRADE L449nkiol ��C_4 LINEA 1 F_ !!'Rll 1 EXISTING SUBGRADE 3 JECO 8' MIN. TOP 8'x8' BOTTOM,'IT AREA (MIN) WA SON, wit-ur- v (VOLUME 3783, PACE 262) GEOTEXTILE WITH SAND r TO ANCHOR. PL 15.00' CABLE/TV UFFER YARD PEDESTAL TOP P ° i LII I I � PLAN 6' W ILK 6"I 1 1 1 f ,JB CON CRETE V N.T.S. Fl GR, CRUSHED ROCK RUMBLE, WASTE MATERIAL OR COMPACTED WASTE SUBGRADE 21 607 EASTMARK DR., STE. 252 <77� OST OFFICE BOX 9253 `OLLEGE STA'T'ION, TEXAS 77842 .MAIL: eivil(*mengineer.com )FFICE - (979) 764-0704 -AX - (979) 764-0704 'EXAS FIRM REGISTRATION No. F KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY I THIS SET & SHOULD NOT! BE USED FOR z 0 W z z CL X uj x < Z LLI z <z <Z 0 0 YM < — F_ (2) (0 ) L () < z F- F— 0 0 o tj C., 0 cr- rlo,* V) (Al< W0 0 z Ix M uj —j ELJ (0 () LJ 0 0 0 z 0 0 0 F_ Ld F- V) ui V) CLIENT INFORMATION -CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAIL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451EC1A I SCALE: 1"=10' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CIILCKED BY. R.A.M. FIELD BOOK: N/A —] PACES: N/A RME CONSULTING ENGINEERS CLIENT NO PROJECT NO.! 225 0451 Al cl NO SHEET 3 OF 8 I \ 1/2" IRF � I I 1/2" I.R. . San PH 21' I .� ASE TWO DEVELOPMENT (D I LOT 1R, BLOCK TWO I �� F.S. KAPCHINSKI AX (CALLED 2.616 ACRES) L'' NORTH w� C) 4 - ZONED: C-1 ? o 0 NOW OR FORMERLY CO Lu AREA (9.,648 SQ.FT.) - - MCCRORY, DON B 1 m � -_ - (VOLUME 3783, PAGE 262) I O i,i of e 7.5' B G. SET- BACK-'' tJ�p ORIGINAL PHASE ONE - ---- ___ - BOUNDARY LINE VARIABLE WIDTH P.UE. �� 4Q GRAPHRCAL Y, MAPPED CABLE/TV M.H. 100 -YR LOTDPLAIN & PEDESTAL (1834/637) 10' P.U.E.» FLOODW Y(``ZONE AE) PROPOSED PAVEMENT & `. (279/431) SCALE: 3 = 20' (SEE CIVIL TE 'a'`OTE #1) ` L.P. PARKING AREAS a ` : -- ---- ' EXISTING WOOD FE -'287.5n, . „ FENCE ( O � J. B. L�.(J.B. �-5/8" I.R.F. .� S 21 47 �7 v ' 10' P.U.E._ - \ _ -- 297.51 (384/346) P.P. TYPICAL WIDE ° °° -- -� J.B. 5/8" I.R.F. PAINTED STRIPING a --- ] ---- 7.5' BLDG. SETBACK 2z J C (WHITE) 3 23 - _ _ ___ '°---------_. PROPOSED 6 ° C.O. PUBLIC ACC �-4- L ip'aNc - - - - - - - EASEMENT \k-4 e e'' .°1 o' 22 Y I E.M. I YO'P.PCi a Q J16 �!Q I 1 m D.C. V. ®W.M � ° • 23.00 ° ... � • .4 i.r� -z- Ld 11 ' �• x . ' ` ° ?^ ° io I PROPOSED 4'x4 J TRANSFORMER I w 0_` Nom' -A.. a A.14 °. 'p I I I j ELECTRICAL �s : °� ° a. _ a .x a . 24.00'0 _) l - - - - -I3 ( i EASEMENT PAD I n Lj �I P.P. °' ° �t U3. Q .0 I I EL SYSTE-I�� --QOM P U TI N G C„) �- 00 . -;- ( 1 STORY (�IA_X_IIHZ 35'6") ( J tri o' ° ° ( i GROSS ARIfA = 7,084 SQ.FT. I I �' 1 ( 0 3 (23I IFC CONSTRUCTION TYPEI = IIB0A U) ( - �" I o I LLJ- ---- .4'! a e. 3y60 0 I � C.9 ( ( I ( I I �� � � O I :6 Jul.'. �. 1 -BAY FRONT LOADING DUMPSTER2.:oa • 4 - 00o Q I I 1 ''1 o I I I r� < v PAD w/8' HIGH SCREENING WALL ° . ° _ °'- - a C° I I Q (MATCH FACADE' OF BUILDING) & ° �" I I 16 - - -! ! ; N - ! -I- ! ( ! I ! - I _ I Q 6 E.A.11K j 1 ,,-_ -� 2-6' PANEL STEEL GATES - SEE w a dl e o ( ( I�6 wLK ( I CIVIL SITE NOTE #6 2 1 972 Q 1 REG. SPC (9'x18') 2 H/ =142. 0' Sts t v SO FT. SQ.FT. r- i 7slRFT 4*) PROVIDE 12'-0" MINIMUM \ DETENTION ' 00 FIRE LANE CLEARANCE (BOTH DIRECTION) IN FACILITY THE INTERIOR OF THE DUMPSTER 40 I o >- 6" CONCRETE PAD - SEE DETAIL SHEET C2.1 -, LOW PAVING �w PROPOSED VARIABLE \ o) o 41 \ WVA H DRAINAGE `� m j`� FlRE LANE \ .� EMENT n ..� \ u' -Cp \ C4 7.5' BLDG. SETBACK tP V3 1 N 24'37 5fi W - 318.23 5/8" I.R.F. FIRE LANE \ STRIPING LOT 18-20, BLOCK FOUR REDMOND TERRACE \ LOT 9, BLOCK Two (CALLED 2.714 ACRES) \ VARIABLE WIDTH F.S. KAPCHINSKI RAINAGE EASEMENT (CALLED 0.298 ACRES) ZONED: R-1 \ (268/795) ZONED: R-1 NOW OR FORMERLY \ S LIPINSKI HOLDINGS, LLC NOW OR FORMERLY (VOLUME 3783, PAGE 262) \ (VoWAT�SON, WILLIPAGE V 262) CIVIL SITE NOTES: 1, A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN & FLOODWAY (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008. 2. 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 -CALL BEFORE YOU DIG A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. TEAS ONE CALL SYSTEM 3. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR 1-800-245-4545 >AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. (AT LEAST 72 HOURS PRIOR TO DIGGING) 4. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. WARNINGN : THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES 5. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 59% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID CURB NOTE: EXPANSION JOINTS TO WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE R BE PLACED .AT 60' INTERVALS AND OF WIND BLOWN LITTER FROM THE PROJECT SITE. 6" AT ALL RADIUS POINTS, P.C.'S, P.T.'S. 9. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, CONSTRUCTION JOINTS SHALL BE DEMOLITION /CONSTRUCTfON. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PLACED AT 20' INTERVALS. PERMITTED CONTRACTOR(S) ONLY.. 3„ 10. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, PREPARED BY THIS OFFICE, DETENTION WILL BE REQUIRED. 11. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. r T. d '' 12 EXTERIOR BUILDING AND SITE LIGHTING WILL MEET HE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. ~ HE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. • '� `y " j Ons-<: .r�. ' FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 13. HIS FACILITY IS A MULTI -TENANT BUILDING HEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS PAVEMENT 1,771 SQ.FT. (7,084 SQ.FT. x 25%). REINFORCEMENT 14. MAINTENANCE RESPONSIBILITY OF HE 24' PRIVATE ACCESS' DRIVE, LOCATED IN HE PRIVATE CROSS ACCESS' EASEMENT, SHALL BE #4 BARS HE PROPERTY OWNER OF F.S. KAPCHINSKI - LOT 6R1, BLOCK TWO. TYPE IA - MONOLITHIC 15. HE PURPOSE OF PHASE TWO DEVELOPMENT IS TO EXPAND THE EXISTING PARKING LOT FROM A TOTAL OF 31 PARKING SPACES TO A NEW TOTAL OF 41 PARKING SPACES. 1.WALL, RDERING THE CON CRETE CURB & CUTTER FLOODWAY, OSHOU D BENTO CONSTRUCTEEDTHEDENTIRELY N ROT OM ETHE PARKING THE OTAS DIE OF NG O HE WALLANDETAINING TO AVOID ANY ENCROACHMENT N.T.S. INTO THE FLOODWAY. ARE LANE _- - I 24' PRIVATE CROSS I ACCESS EASEMENT FIRE LANE (9917/126) SIGN FIRE LANE I' 1 ---------- G.V. BUFFER WALL. 1/2" I.R.F. I Loir� I Zz� U) Om �0 uj �- W -- -- -- -- =:j0 1 I 0U) 1 0 `1� / N.7T.S. Cl TY OF O COLLE STAgo ,9\- 11` P PRS F.S. KA ff CHINSKI: POWER POLE 0 LOT 6R-1, BLbCt GUY WIRE ANCHOR TWO 1713 P RK PLACE WATER VALVE ®wm COLLECT STATION, DOUBLE CHECK VALVE TX SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE ND GUY WIRE ANCHOR ® GAS PIPELINE RISER Nwv WATER VALVE ®wm WATER METER QocV DOUBLE CHECK VALVE m EV ELECTRIC VALVE 4D BV BALL VALVE OEM ELECTRICAL TRANSFORMER EDG GAS METER OOMH MANHOLE OC -0. CLEANOUT -&FH FIRE HYDRANT 231' TELEPHONE PEDESTAL ' nl AREA INLET Em JUNCTION BOX F-5-1 CURB INLET o PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- PROPERTY LINE. -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT -B.L. BUILDING SETBACK LINE 7607 EASTMARK DlZ., STE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F469 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 IMARKI DATE I DESCRIPTION SUBSTANTIALLY, C0MRLETE CONSTRUCTION 3f'i 9112 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY j THIS SET & SHOULD NOT BE USED'F CONSTRUCTI w Z 0 V) Z X W z 0 J 0 < z < . ry JQ i w ~ we F - o Q[ LL_ -t VCL W U t < z o W -� 0 0 0- 0 �� 0 y t� Vl CLIENT INFORMATION CRAIG .& .CAROL INVESTMENTS, LTD.. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 C RAI G ®SYSTEK MAI L. CO M PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451SPlA I SCALE: 1"=20' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0451 SHEET 4 OF 8 PROPERTY INFORMATION F'.Sa, KAPCHINSKI LOT 6R1, BLOCK TWO (VOL. __.,_, PG. ___) 1.113 AC ES or 48,504 SQ.FT.) zO ED: C-1 NO OR FORMERLY CRAI . & CAROL INVESTMENTS LTD (VOL. 9010/10462, PG. 16/218) PLAN ISI 1. RFER TO ET C0.1 FOR SITE, PARKING, AND M ESE LANEOU S CONSTRUCTION NOTES. 2. REF R TO SH�EET C2.1 FOR SITE, PARKING, AND MIS(,ELLANEOUS DETAILS. 3. UNL SS OTHE WISE NOTED ALL RADIUS ARE 4.0' ALOP G THEA BA K OF CURB. PARKING REQUIREMENTS: ORDINAN(,E: OFFICE - 1 SPC/250 SQ.FT. REQUIRE OFFICE (7,084 / 1 50) = 28.3 SPACES TOTAL 'REQUIRED 29 SPACES PROVIDE REGUL)R = 39 S ACES H/C = 2 SPACE TOTAL 41 SPACES ISLAND RE QUIREMENfl'S: THE SQRE-FOOTAGE SHOWN AT INTERIOR END ISLANDS ! ICLUDE TH REQUIRED AREA, AND EXTRA, FOR SING, OR DOUBLE END ISLANDS, THE .EXCESS . AREA AB, E THE REQUIRED SQUARE -FOOTAGE ARE SHOWN B OW. INTER R, PARKING = 34 SPACES REQ'D ISI . ISLAND A EA=(34/15x180)=408 SQ.FT, PROVID D INTERIO ISLAND AREA = 420 SQ.FT. 7607 EASTMARK DlZ., STE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F469 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 IMARKI DATE I DESCRIPTION SUBSTANTIALLY, C0MRLETE CONSTRUCTION 3f'i 9112 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY j THIS SET & SHOULD NOT BE USED'F CONSTRUCTI w Z 0 V) Z X W z 0 J 0 < z < . ry JQ i w ~ we F - o Q[ LL_ -t VCL W U t < z o W -� 0 0 0- 0 �� 0 y t� Vl CLIENT INFORMATION CRAIG .& .CAROL INVESTMENTS, LTD.. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 C RAI G ®SYSTEK MAI L. CO M PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451SPlA I SCALE: 1"=20' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0451 SHEET 4 OF 8 PLAN NORTH 0 10 20 SCALE: 1" = 10' LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) 1/2" I.R.F. PLAN NOTE: �� T.B.M. #1: N AIP SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT ENCROACHMENT INTO THE FLOODWAY IS CORNER. (ELEV.=297.23'-NAD 83) NOT PERMITTED. THE PARKING LOT AND RETAINING / <= WALL, BORDERING THE TOP OF PAVEMENT IT/C=100.001 FLOODWAY, SHOULD ENTIRELY FROM THE BE CONSTRUCTED PARKING / �GR1 PICALLY MAPPED/ TOP OF GROUND OR- GRATE LOT SIDE .� ! X00 -YR FLOODPL�6 & '� 14h,OF THE WALL TO AVOID ANY s s / / ''`��' FLOO-WAY ftdEj / ® PB ENCROACHMENT INTO THE FLOODWAY. / / {SEE--MAl SITE •NOTE 1)rq - - ( 5/8" I.R.F. PROPOSEDARIABLEi - # !/ DRAI GE BFE-2870' j �• i / EASEMENT OD 00 2_b2 1/2" I.R.F, T/C=291:25' i T/C=291.25' T/G=288.90 T C=291.34 % T G=289.00... ..• 2gg �'�� -T/C=291.32' i ! , - „�► S Z 619 f T/G=289.00' 1 S JMOD71FY POND BOTTOM f �..�' ESLOPES PER T C=291.25'SS-SECTION 1 / - thru 3 f - j ! �,.•�' T/C=291.25' 5/8 I.R.F. / ! f T/C=291.25' TOP OF WALL 291.25' % I TfC=291.25' T/C=291.25AV t / � /C=291. 1' �O TT/G=290.45' T/C=291.25' W F/LN287.50 ® I> 0.96% -- 0..96% ., T C-791.17' (� l MODIFY EXISTING ` % -- ' WEIR SHAPE AS -- DETENTION / v<- I0 ,! L.P. SHOWN Sl FACILITY T/C=291.14' Iz ' i i T/C=211.25' 34.43 L. F. OF 4 \ I WIDE CONCRETE . �' PILOT CHANNEL %' cb T/C=291.21' i '' T/C=291.25' 4'x4' AREA INLET GRATE=290.35 T/7291..25' .1.00% SLOPE (N)=287.91' F L / !co law i 4" f ��� ��� / I 66.38 L.F. OF 12"o�, 1 W Ole•36" WIDE CURB /'�® ® J ' ' DRAINAGE PIPE @ 1.00% ' �'' i2g SLOPE -BACKFILLED j� LEAVE -OUT - �•� ! w CEMENT STABILIZED SAND ro T =290.50' T/G=289.20'.-- 04 / _---�- -- - - -- - --- ___---------- --- --------- \ t to 0.85% .� X1.00% - 1.00 q V d T C=290.95 T/CVC1291.00` N 1 291.35' T jC�292.09' • , F/L=288.50' T jC�291.26 \, LOT 1 R, BLOCK TWO Co ` F.S. KAPCHINSKI 4' WIDE MATCH NEW PAVEMENT ` ` (CALLED 2.616 ACRES) CONCRETE FLUME TO EXISTING PAVEMENT T/C-91.06 .2 r' ELEVATION & GRADE CONCRETE FLUSH HEADWALL/RETAINING -�2 7�% - - -� WALL (12"0 PIPE) MATCH NEW CURB - - - - - - M ----292-- - - 04 I FA=287.85TO EXISTING PAVEMENT I op f \ ELEVATION & GRADE T/ 91.45' FLUSH V !i MATCH NEW PAVEMENT LOT 9, BLOCK TWO i TO EXISTING PAVEMENT F.S. KAPCHINSKI f ELEVATION & GRADE \ (CALLED 0.298 ACRES)(0, , FLUSH 293--- \ EXISTING 12"0 N STORM DRAIN Z Ij 6" CONCRETE \� I PAVING \� i Y�/ I TV/CABLE PEDESTAL � II f I ( 6WILK � f i I r j r I I J. B. PLAN NOTES: 1. REFER TO SHEET CO.1 FOR GRADING, DRAINAGE, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. T.B.M. #1: 0 SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'-NAD 83) EM GRADING LEGEND <= DRAINAGE DIRECTIONAL ARROW T/P=100.00 TOP OF PAVEMENT IT/C=100.001 TOP OF CURB T/W=100.00 TOP OF WALL T/G=100.00 TOP OF GROUND OR- GRATE CONCRETE RETAINING WALL CONCRETE RETAINING WALL EXISTING GRADE CONCRETE RETAINING WALL EXISTING GRADE CONCRETE RETAINING WALL EXISTING GRADE 24- 5" SYMBOL & LINE LEGEND 0 POWER POLE 3 LIGHT POLE =-� GUY WIRE ANCHOR mw WATER VALVE ®w+ WATER METER EM ELECTRICAL TRANSFORMER (DGM GAS METER rO MH MANHOLE 0C.0. CLEANOUT 6-FmFIRE HYDRANT ,[Dip TELEPHONE PEDESTAL E All AREA INLET UB JUNCTION BOX 0-4AL AREA LIGHT (GROUND) ® PB FIXED PIPE BOLLARD o CURB INLET - - ( BUILDING SETBACK LINE ------ ----`--i PROPERTY LINE EASEMENT LINE P.U.E.I ! PUBLIC UTILITY EASEMENT v v v s ,rQF CALL BEFORE YOU DIG is TEXAS ONE CALL SYSTEM i' 1-800-245-4545 (AT LEAST 72 110URS PRIOR TO DIGGING) 1,tR\ItiG !: TIM WN'TRICTOP. IS TO LOCATE 11I AND ALL UTILITIES PRIOR TO NSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D,AWES TO E: ISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. F 7607 EASTMARK DR., STE. 252 <7784,0> POST OFFICE BOX 9253 -COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengmeer.com DFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY, I��.E�'E i T'OP=291.25' ISSUED FOR STAGE 2=290.75' CONSTRUCTt 3/19/12 CONSTRUCTION DRAWINJI S ISSUED PRIOR TO THI AGE 1=287.50° DATE ARE REPLACED B THIS SET & SHOULD N T BE USED F ' CONSTRUCTI ® ♦s�1a,0 N PROPOSED GRADE MIN)p A CONCf PILOT CHAI~ 1.00% TRUCTURE, BON A. METC � �F s 88 83 CONCRETE CURB w/FOOTING Z _O < W Q IIE(ON w _ ..1. Y <zjai I_ Q _j0 Z !o Q CL ; U PROPOSED w V) GRADE Q F- 1 o 0' _4n d o m 0 W o CONCRETE~ 7 PILOT CHANNEL \//j\/ r- V) W a(m CROSS - -N_T. 91 Z r J INN -0 75701 i EC" TION CONCRETE CURB � w%HEADWALL CLIENT INFORMATION CRAIG & .CAROL INVESTMENTS, LTD_ c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAI L.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451 GPlA I SCALE: 1 "=10' SUBMITTED DATE: 2/1/12, 3/19/12 I' /�\�/�\\��\� DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A 12"0 STORM RME CONSULTING ENGINEER DRAIN PIPE CLIENT NO. PROJECT NO. 110N_ 2251 -- 04511 I SHEET 5 OF _ . 8 1 /2" I.R.F. IN LOT 18-20, BLOCK FOUR REDMOND TERRACE NO(CALLED 2.714 ACRES) owl0 10 20 1��� .� ,,,,.•� SCALE: 1" = 10' �� e Ar6 400 s �i I I .000 r*I 400 a d: O co 34.43 L.F. WIDE M PILOT CH TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 W/FOOTING) EXISTING CONCRETE 1 11 RETAINING WALL—\ I 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 w/FOOTING) 8 CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE I LIMIT OF T 1 w/FOOTING & T PE 1 A CURB E —1--E— TIE TO EXISTING PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS @ 24" O.C. 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE CONCRETE HEAD WALL WALL/RETAINING TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) 6" CONCRETE PAVING 12.00' (TYP) TYPE 1 w/FOOTING TYPICAL ISOLATION JOINT AROUND GRATE INLET ------j•— E----L-- ALIGN JOINTS w/EXISTING PARKING JOINTS (AS FAR AS PRACTICAL) IIE 10 EXISTING PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS @ 24" O.C. 6' WP LK —j --------7-1 #0 - 1 e e LIMIT OF TYPE 1 w/FOOTING & TYPE 1A CURB Va 52$;1 5/8 I.R.F. ' TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) L. P. e ul eo eN I W eR e �-- N e e LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) e e e e e e CABLE/TV PEDESTAL PLAN NOTES: 1. REFER TO SHEET CO.1 FOR PAVING AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR PAVING & MISCELLANEOUS DETAILS. PAVING LEGEND CONTROL JOINT CONSTRUCTION JOINT - - E - - EXPANSION JOINT 0 POWER POLE 7607 EASTMARK Dk., STE. 252 <7784 0> POST OFFICE BOX 9253 DETENTION .EMAIL: civil(cvrmengineer.com \ FACILITY mwv KERR SURVEYING, LLC WATER VALVE 4' \ WATER METER "E ELECTRICAL TRANSFORMER EDGM GAS METER OO MH MANHOLE ®C.o. LIMIT OF TYPE 1 �\ 4m w/FOOTING & FIRE HYDRANT ®lp TYPE 1A CURB TELEPHONE PEDESTAL 0 Al AREA INLET [IJB JUNCTION BOX 9-4AL AREA LIGHT (GROUND) A PB TYPE 1 w/FOOTING E —1--E— TIE TO EXISTING PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS @ 24" O.C. 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE CONCRETE HEAD WALL WALL/RETAINING TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) 6" CONCRETE PAVING 12.00' (TYP) TYPE 1 w/FOOTING TYPICAL ISOLATION JOINT AROUND GRATE INLET ------j•— E----L-- ALIGN JOINTS w/EXISTING PARKING JOINTS (AS FAR AS PRACTICAL) IIE 10 EXISTING PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS @ 24" O.C. 6' WP LK —j --------7-1 #0 - 1 e e LIMIT OF TYPE 1 w/FOOTING & TYPE 1A CURB Va 52$;1 5/8 I.R.F. ' TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) L. P. e ul eo eN I W eR e �-- N e e LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) e e e e e e CABLE/TV PEDESTAL PLAN NOTES: 1. REFER TO SHEET CO.1 FOR PAVING AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR PAVING & MISCELLANEOUS DETAILS. PAVING LEGEND CONTROL JOINT CONSTRUCTION JOINT - - E - - EXPANSION JOINT 0 POWER POLE 7607 EASTMARK Dk., STE. 252 <7784 0> POST OFFICE BOX 9253 LIGHT POLE .EMAIL: civil(cvrmengineer.com OFFICE - (979) 764-0704 GUY WIRE ANCHOR mwv KERR SURVEYING, LLC WATER VALVE ®WM OFF: (979) 268-3195 WATER METER ®EM ELECTRICAL TRANSFORMER EDGM GAS METER OO MH MANHOLE ®C.o. CLEANOUT 4m FIRE HYDRANT ®lp TELEPHONE PEDESTAL 0 Al AREA INLET [IJB JUNCTION BOX 9-4AL AREA LIGHT (GROUND) A PB FIXED PIPE BOLLARD © CURB INLET — BUILDING SETBACK LINE PROPERTY LINE ---------I EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT Alli A ♦ A w ♦ A to- ST(:3P! 'ALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR Td DIGGING) TUR CONTRACTOR TS TO T.00ATR ,ANY AND AT.I. ATTTLTTIRS ;TRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DA31AGES ING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. SUBSTANTIALL' wm mrLt t ISSUED' CONSTRUCTIM 3/19/12 CONSTRUCTION DRAWING: ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET &- SHOULD NO BE USED F CONSTRUCTI 41,0>���►1��1 r r} v BON A. METC F i ... ............. ... d 8 83 s z _0 V) z 0— I.L x W- z UJI ~ Z.1 JZ a Z vi c < ui CLLL- i J � Y <I `./ CL W U C z o O F _ W Co 1- .� U CL CD C a— Li 0 0 — 0 C)©C 0 Ld i—' CLIENT INFOP,MATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAI L. COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451PVlA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 — 0451 'dmft� 10 A SHEET .6 OF 8 7607 EASTMARK Dk., STE. 252 <7784 0> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 .EMAIL: civil(cvrmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 { TEXAS FIRM REGISTRATION No. F-4,695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 i I i r��VIARKDATE i i DESCRIPTION SUBSTANTIALL' wm mrLt t ISSUED' CONSTRUCTIM 3/19/12 CONSTRUCTION DRAWING: ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET &- SHOULD NO BE USED F CONSTRUCTI 41,0>���►1��1 r r} v BON A. METC F i ... ............. ... d 8 83 s z _0 V) z 0— I.L x W- z UJI ~ Z.1 JZ a Z vi c < ui CLLL- i J � Y <I `./ CL W U C z o O F _ W Co 1- .� U CL CD C a— Li 0 0 — 0 C)©C 0 Ld i—' CLIENT INFOP,MATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAI L. COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451PVlA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 — 0451 'dmft� 10 A SHEET .6 OF 8 PROPOSED CONCRETE w/DOMED GRADE (4H:1 V) rr\fig FINISH / 2—#4 BARS i,. (CONT) r/ I 6" 0D. STEEL PIPE 9" #4 BARS @ 9" (SCH-40) PRIMED O.C.E.W. `n I I �— & PAINTED (COLOR FINISHED I I AS SPECIFIED BY PAVEMENT THE OWNER) - _ - - _ - _ - PROVIDE #4 DOWEL @ 18" O.C. & PILOT CHANNEL NQTES: 1. CONCRETE SHALL BE CLASS "A". 2. PILOT CHANNELS SHALL HAVE CONSTRUCTION JOINTS EVERY 20' WITH EVERY THIRD JOINT BEING AN EXPANSION JOINT. WIDTH VARIES SEE PLANS THICKENED EDGE @ 12"0 PIPE 6" R " ' PILOT CHANNEL #3 BARS @ 12" O.C.E_W. iii\yi\y0y//\\�i\�\r 'e ''''''''''� CONCRETE PILOT CHANNEL //�/ce//j�//j\�!ljf' //�//�\�� CONCRETE N.T.S. BEDDING TABLE IDENTIFIER BEDDING INITIAL (CLASS B) CONCRETE PILOT TYPE BACKFILL BACKFILL 18 3`0 CLASS III — COMPACT CLASS 11 — COMPACT IN 6" CHANNEL (SEE FIXED PIPE -BOLLARD DETAIL, THIS SHEET) EXPANSION JOINT, N.T.S. PROCTOR DENSITY @ 0 TO +4% CONCRETE HEADWALL SEE THIS SHEET DENSITY @ 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL CONCRETE #4 BARS @ 9" OPTIMUM MOISTURE N.T.S. APRON O.C.E.W. CONTENT — WORK IN 8' HIGH SOLID CONTENT — LEVEL AROUND PIPE BY HAND TO Q SCREENING WALL (MATCH BRICK & a: e :: :• ., � a : -,a HAND STUCCO OF BUILDING) C:- 4. a PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS PROCTOR DENSITY @ 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT — COMPACTION ACCOMPLISHED BY MECHANICAL TAMPING 4" 0. D. (SCH 40) 2 - 6'x8' GATES #4 BARS @ 9" #4 BARS @ 9" GALVANIZED CORNER POST : �' w/LOCKING PIN (WHERE APPLICABLE) 18" (VERT) (HORZ)„ 6 ,_ SECTION B (TYP) N N.T.S. 1.00% MIN) E a) n I SLO B VARY HEIGHT AS r T` 2 REQUIRED TO V PROVIDE LEVEL 12'-0” CLEAR ' #4 BARS @ 9" _ Z(MIN) O.C.E.W. v SURFACE FOR WALL v 00 a . , ;va //\i/ . -Z #4 -BARS @ 9 .. p__ e \� '`� O.C.E.W. #4 BARS @ 9" " FIXED PIPE •/ \: \\/\ _ ' (H ORZ) 1.3 —6 BOLLARD #4 BARS @ 18:(VERT) SECTION A CONCRETE DUMPSTER PAD N.T.S. Z. N.T.S. BEDDING TABLE IDENTIFIER BEDDING INITIAL FINAL TYPE TYPE BACKFILL BACKFILL CLASS III — COMPACT CLASS 11 — COMPACT IN 6" CLASS IV B — COMPACT IN 8" IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD 90% STANDARD STANDARD PROCTOR PROCTOR DENSITY @ 0 TO +4% NON— PROCTOR DENSITY @ DENSITY @ 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE AREAS OPTIMUM MOISTURE CONTENT — WORK IN CONTENT — LEVEL AROUND PIPE BY HAND TO FINAL GRADE BY PROVIDE UNIFORM SUPPORT HAND UP TO SPRING LINE CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B — COMPACT IN 8" PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS PROCTOR DENSITY @ 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT — COMPACTION ACCOMPLISHED BY MECHANICAL TAMPING CLASS V: SALVAGE TOPSOIL (IN NON—STRUCTURAL AREAS) TRENCH WIDTH EXISTING MAX = PIPE O.D.+24" GRADE z MIN = PIPE O.D. +12" v ASTM D2321-89 ¢ CLASSES OF EMBEDMENT & BACKFILL MATERIALS z w \\/�\\ ': `'•:'::- = °= `=`: /\�/\\>\� EN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS• 0 CURB NOTE: EXPANSION JOINTS TO BE PLACED Al 6fl INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T's. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' 'INTERVALS. "AINING WALL _ X„ R 6„ PAVEMENT 3" REINFORCEMENT LL, w > M \ \� <e 12" LAP 1 i�\i\\ • :.: °<.,'•: ` } #4 BARS @ 18" O.C.E.W. `® (TIE TO CURB STEEL) II g„ � i M = #4 BARS TYPE 1 - w f FOOTING CONCRETE CURB & GUTTER N.T.S. EXPANSION (ISOLATION) JOINT—LOCATION VARIES r� VARIES 36" PIPE SIZE, TYPE & GRADE, SEE DRAINAGE PLAN UJ Q � NEENAH FOUNDRY GRATE, MODEL R1878 -10A (PAVEMENT AREAS) & MODEL R1879 -10A (ALL OTHER AREAS) -b 1 PLAN VIEW EXPANSION (I -SOLATION) G1V JOINT—LOCATION VARIES GRATE FLUSH w/GRADE IN PAVEMENT AREAS SLOPE TO GRATE IN RUSHED ROCK NO FINES "..' /\/�\\/ CONCRETE CLASS IA: ANGULAR, C !.� PAVEMENT NON—PAVEMENT AREAS z (1.00% MIN) CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF v •— ADJACENT SOILS. LITTLE OR NO FINES. Z `t . m _ �_ :.: CLASS II: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET SPRING LINE —_ ________ O -D - THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER OF -PIPE ........... 3'-0 CE. " (MIN) MIN + t PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIAN Z " • D G. _ _ \ \: r \ D. + 12 Q \ #4 DOWEL (18" LANG) CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO o ! " 0 C\\��\\ �" SQUARE z NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH - ?\!�\!�� @ 18 !\\/ " w _ a. ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND m EQUALLY #4BARS @ �''' a 6 0- �° 12" (TYP) GENERALLY MEETS THIS REQUIREMENT. SPACED 12" O. C. E. W. CLASS IV A:. SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). WHERE THE TRENCH BOTTOM IS (ALL SIDES) .: -:-a s` .;.�� -F: Y CLAYS, SILTY CLAYS LEAN INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SAND L , UNSTABLE, EXCAVATE TO A DEPTH AS _ _ _ _ _ _ ..-�._�;,�,�h:•..,:�;��w ���,��� AND > A LIME. ENGINEER AND - \ THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 REQUIRED BY THE ENG NE _ CLAYS ;_::...: r,, .::.• . , SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. REPLACE w/A FOUNDATION OF 'CLASS 1B MATERIAL, COMPATED IN 6" (MAX) " #4 BARS @ 6" O.C.E.W. 6 THICK CEMENT \k - CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE—GRAINED SOILS (INORGANIC). LIFTS TO 85% STANDARD PROCTOR STABILIZED BASE (TOP & BOTTOM) INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR DENSITY - SILTY SOILS, ELASTIC SILTS. ELEVATION VIEW CLASS V. ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS TRENCH BEDDING FOR ADS PIPE AREA GRATE INLET 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 N.T.S. N.T.S. NON—STRUCTUAL AREAS. CURB OTE: EXPANSION R 6" JOINTS TO BE PL�'CED AT 60' INTER\kkLS AND AT ALL RADIUS POINTS P.C.'s, PIT.'s. CONST ZUCTION JOINTS SHALL 7607 EASTMARK DR., STE. 252 <77840 BEPLACED AT 20' INTERVALS. POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(armengineer.com ' OFFICE - (979) 764-0704 a f— FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469 4 " • KERR SURVEYING, LLC 3 PAVE ENT 409 NORTH TEXAS AVENUE REIN ORCEMENT BRYAN, TX 77803 ® _ #4 BA[S FAX: (979) 6918-8904 TYPE IA - MONOLITHIC ON—SITE CONCRETE CURB c GUTTER N.T.S. 3/4" • .a a- 3/4" Y MARK DATE DESCRIPTION r} STAN TI ALLY COMPLETE METAL KEYWAY PLATE Awk N.T.S. ISSUED Full CONSTRUCTIO 12"—#4 DO) EL @ / li2 12" O.C. METAL KEYWAY CONSTRUCTION DRAWING ISSUED PRIOR TO THIS! DATE ARE REPLACED BY 1, A_ THIS SET & SHOULD NOT, ~ BE USED F CONSTRUCT! T=6" — #4 BARS @ 18" O.C.EW. td T=8" — #4 BARS @ 9" O.C.E.W. BON A. METC F' 88 83 j 6" LIME—FLY ASH STABILIZED SUBGRADE 4 �'o •.<ic (2% LIME & $ FLY—ASH BY DRY WEIGHT) td��>< COMPACTED TC 95% STANDARD t ®a•�`' PROCTOR DENE TY (ASTM D698) CONSTRUCTION JOINTS SHALL BE P ACED AT ESIGNATED 0 LOCATIONS AND MAY REPLACE CO, ROL JOINS AS REQUIRED. Z CONSTRUCTION JOINT N.T.S. (na_ -1 X SEAL w/EXPANSION Q JOINT MATERIAL X C2 x Lij#4 SM60T'' DOWEL, 18" LONG � F- „R & SPACE D!I @ 12" O.C. 0 Z >- (COATED �v/HEAVY GREASE) W J 0 � _fie::.•. — aA'.+ a .. r � � � .� O NON—EXTRUDING w FILLER r a- W o "LONG ETAL OR PLASTIC CAP, 6 LIME -FLY ASH STABILIZED -SUBGRADE NSIDE DIA AETER TO -BE 1/16" GREATER .Q (2% LIME & 8% FLY—ASH BY DRY WEIGHT) THAN DIA iETER OF DOWEL. CAP MUST BE w V) COMPACTED TO 95% STANDARD ONG ENOUGH TO COVER 2" OF DOWEL J PROCTOR DENSITY (ASTM D698} AND HAVE j STOP SO END OF CAP IS 1" ( "� J ROM END J OF BAR z -o AiD EXPANSION/CONSTRUCTION JOINT T0 BE SPA ED AT 60' > t INTERVALS & PLACED AT ALL RAD US P0114TS� PC's, PT's & OPPOSITE Pi's AND ON ALL HORIZ' NTAL & VERTICAL CURVES.— . EXPANSION JOINT H N.T.S. (f) W SW CUT, SEAL WITH JOINT CLIENT INFORMATION " TO MATERIAL. SEALING NOT CRAIG & CAROL INVESTMENTS, LTD. +, REQUIRED 'IN CURBS. c/o CRAIG PAUL JR 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAIL.COM PH: (979) 695-9955 j FX: (979) 695-9944 FILENAME: 0451CVlA I SCALE:AS NOTED T_ " - #4 BARS @ 18" O.C,EW. SUBMITTED DATE: 2/1j12, 3f19/12 T=3" — #4 BARS @ 9" O.C.E.W. DRAWN BY: R.A.M. CHECKED BY: R.A.M. 6" LIME—F ASH STABILIZED SUBGRADE FIELD BOOK: N/A PAGES: N/A (2% LIME 8% FLY AM BY DRY WEIGHT) COMPACTED TO 95% STANDARD RME CONSULTING ENGINEERS PROCTOR UENSITY (ASTM D69-8) CLIENTNO. PROJECT 10 qG. CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. 225 045 i CONTRO JOINT N.T.S. ® j SHEET 7 OF S i --- I I I LANDSCAPING NOTES: NO, OF SIZE t COMMON TYPE NOTES POINTS 2 ZONED: C-1 { Ijr PLANTS ®GM NAME -� LOT 1R, BLOCK TWO APPROXIMATE LOCATION OF I I \ NOW OR FORMERLY 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY LICENSED LANDSCAPE RME CONSULTING ENGINEERS (RME). RME IS NEITHER A -1` ,> I I F.S. KAPCHINSKI 48 sn R.C.P. STORM SEWER ARCHITECT NOR IRRIGATOR. THIS LAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET CANOPY TREE 1 MCCRORY, DON B I J y (CALLED 2.616 ACRES) I I THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVEL01'MENT ORDIN NCE AND OBTAIN DEVELOPMENT PERMITS. FIXED PIPE BOLLARD \ (VOLUME 3783, PAGE 262) ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoC DEVELOPMENT SERVICES DEPARTMENT FOR ------- j I I I PLAN REVIEW AND APPROVAL, EASEMENT LINE 6 r *� APPROXIMATE LOCATION OF I I I 2" ATMOS GAS LINE i APPROXIMATE LOCATION OF I I NORTH 1/2- I.R.F. I 48"0 R.C.P. STORM SEWER -\ 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBL: ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAT! FOR VERIFI AND THE l ATION OF QUANTITIES IN THE PLANT LIST. PLANT LIST SHALL BE BROUGHT TO THE 7607 EASTMARK DR., STE. 252 <7784 POST OFFICE BOX 9253 COLLEGE S'rA'I1ON TEXAS 77842 ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QU NTITY ADJUSTMENTS MUST BE AUTHORIZED EMAIL: civil@rmengineer.com ineer.com 1/2" I.R. - \ APPROXIMATE LOCATION OF PLANTER. BED (_;r g „ PRIOR TO PLANTING: " UNDERGROUDN ELECTRIC 4 APPROXIMATE LOCATION OF 5 -TEXAS SAGE GREENCLOUE / OFFICE - (979) 764-0704 S 21 E TREE - 44 LINE I 8" PUBLIC SANITARY (5 GALLON} C� 4' O,C,. 3. 100% COVERAGE OF GROUND COVER DECORATIVE PA`;'H1G DECORPT(VE ROCK NOT LOOSE FAX -(979)764-0704 PROTECTION AROUND -- SEWER LINE" ( ), OR A PERENNIAL ` �` �. `✓ \�' 7 -COMPACT NANDINA / GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK TEXAS FIRM REGISTRATION No. F 695 EXISTING CREPE , ` ` MYRTLES. VARIABLE _ (3 GALLON) C� 3 O.C. RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DUR qG CONSTRUCTiON. \ / - - -- - _, - - - - --_ W RTH P.UE. 10' P.U.E. _- _ - -- ```l 0834 637)" - --- As 1 - (279/431) { L / 0 20 40- 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTU BED D RING CONSTRUCl10N WILL BE RETURNED TO ITS KERR SURVEYING, LLC // `/n - - - - - - - - - - - 409 BRYAN, TX H 77803 TEXAS AVENUE \�� % _ - - - - - - - - ` - - - - - - - - As - _ "- GAS e"ss $„ss --- I M.H. EXISTING CONDITIONS OR BETTER. GRAP AL'Y (AP\#ED / \t'�\ _ - - - - - - -` - - - _ - i - 100 -YR LSO DPL�/�I�lA/ /� /�' - - - `4 -' ` - - - - _ - - - - - - - -- rAS-_- = -�_ r SCALE: 1" = 20' 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OFF: (979) 268-3195 FLOOD Y�ZON,E AES """ " --- - - -vE- _ _ _ ` _ - - - - - _ - c - - OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASI HALT, LIMESTONE BASE MATERIAL, OR COMPACTED \!� \ -uE- -- _ - - - - EXISTING WOOD - - FAX: (979) 691-8904 (SEE CIVIL �\E .OTE#}) f j` _; \, \/ %�� UE - - -UE- - _ UE- _ .ec��,�ss�q �r EEL10E - cAsl f STABILIZED EARTH. /� 1 G 1 7' 4 / It - ErUE" � -UEI- O J. B. _ � - - •-- _ " . - _UE- _ 6. THE CROWN. OF ALL PLANTS- SHALL BE SLIGHTLY HIGHE AFTERSETTLING, THAN. ADJACENT SOIL.. /C\ ' /\/�\/\�/ J / ` G B ' -UE- - -UE- _ _UE- . _ _UE- P.P. \ `'\ -UE- _ _U I 5/8" 1. R. 1 7" THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE OVING OR GADDING TOP SOIL, AS NEEDED, FOR THE /�'� \,� / \/x/ \ - ---_t° G.O. INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE'REPAIRED GROUND COVER BEDS. - - - UBLIC ACC 1 / \/\%"\/\`=� - ' SEME T I 8• ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AIJD GUY WIRES OVERLAPPED. \\ ) P �\/�, ` / f 1i x I ( •M W 9'. COVER AREAS TO BE PLANTED WITH 6" APPROVED C GANIC MSTTER; 2" PINE BARK MULCH, AND 13=13=13 \^% PROPOSED 12 0 I ( ¢ I I I V ` Wim' I I , FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED ARI A. \. I I I I ME TIC METER ! STORM SEWER - I I PROPOSED 4'x4' 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, S ALL BE SEEDED WITH EITHER BERMUDA (2 \ \, A.I. I 10' P.U.E. I w w 1" IRRIGATION METER SEE SHEET C1.2A I I I I I ELECTRICAL (384/346) I qW I I w DOUBLE CHECK VALVE LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 0 . BERMUDA/ YE GRASS MIX 2 LBS/5 LBS. PER 1,000 ( EASEMENT ( / ( / I I • ¢ I I SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. VIA\ 12"�v STORM � DRAIN � � f `\/ f f I I I- - - - - IIx r` { { 4 -LIVE OAKS (30 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBL FOR INSTALLING \'�%� - - - � � I I � T � 7 � LING TREES AND SHRUBS THAT WILL MEET f\,�/\�\ f�x Y` I I _�_ `Y 3' �;®I-11 \,I����, I GALLON) CQ? 25 BOH MINIMUM SIZE AND SPACING FOR TREE AND _ONLN ORDtNANCEi COMPLIANCE. FAILURE TO INSTALL PLANT MARK DATE DESCRIPTION /� \\ , PLANTER BED - - - - - I SPACING. MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF INAL CERTIF ATE OF OCCUPANCY. PRIOR TO ISSUANCE ` (k \%/\/ /\ >� \\ ' I I 6 -TEXAS SAGE GREENCLOUD I 1 - S1tORY (MAX. HEIGHT=31 1) I { {OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHAL BE INSTAL D. - { { APPROXIMATE T cs� \x /\'� %`./ \\ , 5 GALLON @ 4 O.C. 1 GROSIS AREA = 7,084 SQ.F v, �I % - ( } I d LOCATION OF 18" 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM T ACCEPTED STANDARDS ESTABLISHED BY THE AMERICAN ,\ c��/ , DP t tR'/ \ 11 -COMPACT NANDINA DIP PUBLIC WATER ASSOCIATION OF NURSERYMAN: t� LET r"=>�,'�\}L�r�y� \ I I (3 GALLON) CSA 3 O.C. I I I I I I I I UNE \ ` \�l��f \\ __ __-�� � ( 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND Mt_ CHED tMMED TELY FOLLOWING PLANTING. / \'\ I ' W 14. PRUNING: THIN BRANCHES AND FOLIAGE NOT ALL END TIPS 1 3 RETAINING NORMAL PLANT SHAPE; v 6 B01-S�:FT\/\;/�y, A\ _i•;_ I ( ) / CONSTRUCTION // '`v" f \\/\ f j 6 WALK ` I - - f + L'- � I ( >-� 1 NEVER CUT EVERGREEN LEADERS, f' \ i «: I 1 6 NRLK ` , f L_a 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE AME RELATIONSHIP TO FINISHED GRADE, AS BORN TO jl�\ � \\ I • I { .,�� Q APPROXIMATE PREVIOUS GRADE AND GROWING CONDITIONS. 3119/12 1 -BAY FRONT LOADING DUMP STER / \,%\/\ / \ �,+° ^'� - p t l I Q " /` \\ -I-I LOCATION OF 8 FVC PAD w/8' HIGH SCREENING WALL \ \`,/\.�` \, \ m { PUBLIC WATER UNE / �\ \ f�/ \\ Q I- I 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL E SCARIFIED PRIOR TO BACKFILLING. (MATCH FACADE' OF BUILDING) & \!\✓� �'��;/ .-/ ;iQpj >�J I - = 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTINC UNDERGROUND D UTILITIES PRIOR TO PLANT INSTALLATION 2-6 PANEL STEEL GATES - SEE\/\f� :/\ \` \, , {- - - - -� - - - - ��PLANTER BED - { Of � . Q AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO L NDSCAPE OPERATIONS. CIVIL SITE NOTE #6 >, 5 -TEXAS SAGE GREENCLOUD b (5 GALLON) CSA 4' O.C. I ' ( � + ( 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRAS TOR AND US -D FOR BACKFILLING ALL PITS FOR PLANTS. �""'� > 24' .PRIVATE CROSS 13 -COMPACT NANDINA { w AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (31 PARTS GOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 Q I PART MANURE OR BONE MEAL, AND ONE (1) POUND LIME R CUBIC YARD. � ; \\ I w ACCESS EASEMENT = DETENTION ...,,, o (9917/126) (3 GALLON} t� 3' O.C. Pa "R >\FOSEDXVARfABLE ` FACILITY ({ AP XII TE LOCATION OF • \ A 'UE�EI G� m I , 1 1 24" G P STORM SEWER THE OWNERL ANDS THE CITE OF COLLEGEEDSTAIION. IN HEALTH I FOR ONE (1) YEAR AFTER ACCEPTANCE BY \ W,,,_ �-_/ Y CONDITION �`," \\ OEM WEI Lu x /\/ \ {' i4w-jpp 4114& I ( ?0. ALL PLANT MATERIAL SHALL BE MULCHED WITH R INIMUM " L O \ \` f / 4 AYER OF HARDWOOD BARK MULCH UNLESS \ '• "'yS ti' ./ \i \t' A/' \, \fes/ • \ \f\�\/ \ " =V {' i OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MU H RING :AROUND EXISTING TREES TO REMAIN, TYPICAL. v\/\ /V '\/\,f \I I I I t I �%\ /� " �\ '` �' I = I 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON HE PLAN (FOR SINGLE STEM TREES). ALL MUTLI-STEM \ N 2t1`3Trjs" W - 31$.23' ' ; G 5' PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS; AI D BE THE MINIMUM SIZE SPECIFIED ON THE PLAN: 5/8" I.R_F_ TRANSPLANT EXISTING LIVE OAK &CREPE 1/2" I.R.F. I I I 1 22. ALL STRAPPING MUST 8E CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT, LOT 18-20, BLOCK FOUR \ BUFFER WALL - CENTER { { I AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FR THE ROOT BALL. z REDMOND TERRACE MYRTLE TO NEW LOT 9, BLOCK TWO , (I m G. q 0 i ISLANDS (RESPECTIVELY) OF WALL LOCATED 5 OFF (CALLED 2J14 ACRES) \ F.S. KAPCHINSKI I 4 1 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY. WITH ALL A (PLIC � BLE CODES AND ORDINANCES REGARDING PROPERTY LINE VARIABLE WIDTH (CALLED 0.298 ACRES) � I I I LANDSCAPING. ZONED: R-1 \ f.�--DRAINAGE EASEMENT ZONED: R-1 BUFFER YARD 3 396 S .FT. NOT INCLUDED !N A R,It�ATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTE CTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON NOW OR FORMERLY \ (268/795) (' Q 4" M� GAS LINE ALL SEEDED AREAS. S LIPINSKI HOLDINGS, LLC \ NOW OR FORMERLY LANDSCAPE CALCULATIONS) (I WATSON, WILLIE V 5 -LIVE OAKS 30 GALLON @ 40' O.C. S I m 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL (VOLUME 3783, PAGE 262) , \ \ (VOLUME 3783, PAGE 262) 6 -CREPE MYRTLE (BASHAM'S PINK) C 40' O.C. I I W BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH. Lu 5 -CREPE MYRTLE (COUNTRY RED) 0 40' O.C. ( I { r s 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIB E FOR THE WATERING AND THE MAINTENANCE OF ALLI v, I I I I I LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30 DAYS FOLLOWING THE PLANTING OF THE GRASS AND' �y Q ' SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TOTE PUBLIC FOR BUSINESS. W \ CALL BEFORE YOU DIG IRRIGATION NOTES: J< z �- TEXAS ONE CALL SYSTEMZ r J- 0 =� LANDSCAPE SCHEDULE SYMBOL NO, OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS ®EM PLANTS ®GM NAME NAME MANHOLE 0c.0. EACH TOTAL FIRE HYDRANT 9 2.1" TO 3.4" QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 30 GALLON 25' MIN. SPACING 150 1350 o PB FIXED PIPE BOLLARD CALIPER CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE 6 >1.25" CALIPER LAGERSTROEMIA CREPE ORNAMENTAL NON -CANOPY 25 GALLON 40 2`10 (MULTL-TRU-NK} - INDICA MYRTLE TREE (COUNTRY RED) 2.1" 3.4" LAGERSTROEMIACREPE (TREE FORM) 25 GALLON 16 CALLIPER INDICA MYRTLE CANOPY (BASHAM S PINK) 150 2400 FAURIEI TREE LEUCOPHYLUM GREENCLOUD 3' SPACING 16 5 GALLON FRUTESCEN.S "GREENCLOUD" TEXAS SHRUB (1'8" HEIGHT) 10 160 SAGE 31 3 GALLON NANDIRA DOMESTICA - "COMPACTA" COMPACT NANDINA SHRUB 3' SPACING (18" HEIGHT) 10 310 ; 9 2.1" TO 3.4" ULMUS PARVIFOLIA LACEBARK CANOPY 30 GALLON BUFFER t CALIPER SEMPERVIROUS ELM TREE 25 MIN. SPACING YARD 6 >1.25" CALIPER LAGERSTROEMIA CREPE ORNAMENTAL NON-TRCEE OPY 25 GALLON BUFFER (MULTI -TRUNK) INDICA MYRTLE (COUNTRY RED) YARD 2.1" TO 3.4" LAGERSTROEMIA CREPE (TREE FORM) 25 GALLON BUFFER 16 CALIPER INDICA MYRTLE CANOPY (BASHAM'S PINK) YARD LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SITE AREA=1.112 acres or 48,439 sqft. PARK PLACE - LOCAL STREET 0 32' SPC: FLOODPLAIN REMOVAL AREA=6,801 sqft. 127 L.F. FRONTAGE/32 = 4 TREES BUFFER AREA=3,396 sqft. REQUIRED = 4 TREES 38,242 sqft. 0 30 pets./1000 sqft.: PROVIDED = 4 TREES (38,242/1000 x 30) = 1,147 pnts. (4 CANOPY & 0 NON -CANOPY) ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS: PARK PLACE (127 LF. - 65 L.F. Visiblity Triangle) 50% CANOPY TREES: (1,519 x 507.) = 760 pnts. 300 pnts./50 L.F. of frontage: REQUIRED = 760 pnts. (300 x 62/50) = 372 pnts. PROVIDED = 3,750 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 1,519 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 4,460 pnts. I -800-245-4545O IAT LEAST 72 HOURS PRIOR TO DIGGING) 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INS LLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. Q (� � , 4' OR 6' WARNING!!: TUE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISu ANCE OF CoC S- CLRTIFI CATION OF OCCUPANCY. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DXMAGES AS SPECIFIED ON PLANS TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE n }- <PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BA FLOW DEV CE, AND INSTALLED PER CITY ORDINANCE ,grf O < 0 2394. <�•• `- r� z `moi 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TES -D UPON INSTALLATION AS PER CITY ORDINANCE 2394. V CL W O 1/8"x4" STEEL EDGE, , CH COLOR SPECIFIED BY OWNER �44�,�. w`� PINE BARK MULCH 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE C RDINATED ITH THE CONTRACTOR AND ALL SLEEVING 'L v (OPTIONAL, EXCEPT AT U) 3" L tet, 2 THICK (MIN.) SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. z w I U) CURBS &SIDEWALKS} o£ L� ar w ° 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIG TION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. 0 0° ldFINISH THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRR ATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER �� ® J GRADE NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUP COVER AND MEET ALL INITIAL WATERING NEEDS FOR � � O 1 EXISTING TREE VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 0 'U 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVI iff REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND "NEW TOPSOILd }. z. IRRIGATION AS DIRECTED BY THE DEVELOPER. . 6 THICK (MIN.) .. 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL IRRIGATIO SYSTEM SUFFICIENT TO MEET LOCAL e�� N \ JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT O PROPERLYIRRIGATE THE LANDSCAPING AND GRASS 1.« AREAS LOCATED IN THE FRONT YARD AND SIDE 'YARDS ADA CENT TO THE PARKING LOT. SHRUB PLANTING ~ N.T.S. TREE PLANTING NOTES: 1. STAKE ABOVE _FIRST BRANCHES OR AS NECESSARY TO PREVENT SUPPING 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 6' METAL "T" POSTS (MINIMUM OF 3). PINE BARK MULCH 2" THICK (MIN.) NEW TOPSOIL w/FERTILIZER 8" DEEP (MIN.) 3 BALL DIAMETER (5' MIN) 00 1�XMIUM1l�� METAL "T" 0 8' O.C. FENCE SHALL THROUGHOUT IE DURATION OF IN GROUND WITHIN ETOBE BED PLAN NOTES: 1. REFER TO SHEET CO.1 FOR MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C1.0 FOR ADDITIONAL SEEDING AND SODDING REQUIREMENTS. LANDSCAPE LEGEND 111111p1 SOLID SOD AREAS (TIF 419 l 111 BERMUDA) ALL PARKING ISLANDS COMMON BERMUDA ++++; SEED/HYDRO-MULCH (ALL OTHER DISTURBED AREAS) 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR myov WATER VALVE zwm WATER METER ®EM ELECTRICAL TRANSFORMER ®GM GAS METER Od MH MANHOLE 0c.0. CLEANOUT -8+17H FIRE HYDRANT .®T' TELEPHONE PEDESTAL sm AREA INLET p&B JUNCTION BOX 0c4AL AREA LIGHT (GROUND) o PB FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT W W CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAIL. COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0335LPlA I SCALE: 1 "=20 SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CIILCKED DY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEER CLIENT NO. PROJECT Nb. 225 0451 L I ml SHEET 8 OF 8 1______LmPR0VEMENT.j 1713 PARK P AC L T 6RI BL K 111wo 1-4'S K P HIN KI SUBDI ISION T.S.CO G STATION BRA OS COUNTY T XAS TEXAS R ♦ \\CITY OF/ VF BRUARY 1 2012 / COLLEL VIEW V ViRAIL STA _7y .- ... ._. !\ / '\,i � / /` \ i •.i \� /'\ ' \. __ . � .. xll\t �' i\ �> _ /\ .`X� \ LPA /�,'\./\. !\✓\/`'� ` `' / i" f / ,f" / / f s 1>1 XX \KX i�, v v_ v: v /v_ v . F.S. KAPCHINSKI: � i � i �i{; � LOT 6R1 BLOCK TWO . \ r i � 1713 PARK PLACE �` </\ ICK ,I /\, \6R'� BLOCK i�f i COLLEGE STATION, TX STANDARD PERMIT NOTE: . %�.r`v/�, OR LOCAL REGULATORY AGENCIES FOR PLA KE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR / R RELATED CONSTRUCTION LOCATION M CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: NOT TO SCALE CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS TxDOT — DRIVEWAY & UTILITY PERMITS INDEX OF SHEETS: j� CSU — ELECTRICAL SERVICES PREPARED FOR: ATMOS ENERGY — GAS SERVICE T VERIZON & SUDDENLINK — COMMUNICATION SERVICES SH ET SHEET CRAIG & CAROL INVESTMENTS' LTD. TCEQ — STORMWATER & PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES N 0. 1., DESCRIPTION T� TAS — ADA REVIEW & INSPECTIONS CO. COVER SHEET 1 /�7 13 PARK PLACE C0.1 GENERAL NOTES COLLEGE STATION, T 77$40 „ „ STOP" 9 C1.0A DEMOLITION & EROSION CONTROL PLAN H OFF: (979) 695-9955" C1.1 OVERALL SITE PLAN - CALL BEFORE YOL DIG C1.2A GRADING & DRAINAGE PLAN A FAX: (979) 695-9944 T>lxns ONE sysTSYSTEM1-800-2445-4545 C1.3A PAVING PLAN "A" 05- craig@systekmail.com �+ y� (AT LEAST 72 HOURS PRIOR TO DIGGING) EMAIL: Lralg{� systel�m��l..com WARNING!!: THE CUN1RAl11iR 15 1'[i LILAIL ANY IVU ALL UTILITIES Q�" PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES C2.1 PAVING t�C DRAINAGE DETAILS TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. L1.1 A LANDSCAPE PLAN "/A PREPARED BY: PRELIMINARY �T � T �T �T ,rte APPROVED BY: Rl�✓IE CONSULTING U�Tll� G EIV r-+Il�I�:ES THIS DOCUMENT IS RELEASE® _ 1. THE LATEST EDITION OF THE 2009 B/CS UNIFIED TECHNICAL �T FOR THE PURPOSE OF INTERIM SPEC FICA I IONS & DETAILS ARE ISSUED FOR THIS PROJECT. REVIEW UNDER THE AUTHORITY 7607 EASTMARK DR., STE. 252 <77840> OF RABON A. METCALF, P.E. NO. SB583, ON FEBRUARY 1, 2012. 2. HE FOLL WING 2009 B/CS UNIFIED STANDARD TECHNICAL P.O. BOX 9253 IT IS NOT TO BE USED FOR r -- ---- - SPEC FICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. CONSTRUCTION, BIDDING OR r_ COLLEGE STATION, TEXAS 77842 PERMIT PURPOSES. DATE: RME CONSULTING ENGINEERS PH: (979) 764-0704 � —� CLIENT No. PROJECT NO. RAID ON A. METCALF, P.E. No. 88583 - 225 - 045 Fes. (979) 764 0704 Rl�� CONSULTING ENGINEERS EMAIL: c1Vl���rra�lllrleel"".cor TEXAS FIRM REGISTRATION No. F-4695 umo ARK DATE DESCRIPTION SHEET OF 8 �tI GENERAL CONSTRUCTION NOTES: EROSION CONTROL NOTES: PAVING NOTES: GENERAL UTILITY NOTES PRIVATE & PUBL C :� 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. _IT SHALL BE THE 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGATION AND 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE 4!ADE D{FFERiNG DISCIPLINES & SPECIFICATIONS.RECOMMENDATIONSRESPONSIBILITY PREPARED BY GEOTECH ENGINEERING hTESTING TRUE TO GRADE. EXCAVATION SHALL BE MADE A y, - OTHER CONSTRUCTION DRAWINGS OF OF THE CONTRACTOR TO IMPLEMENT ALL OT -ER EROSION CfTROL vErS_1jC_ (DIVERSION BERMS, (DATED AUGUST 2010). DUE TO THE PLASTIC MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND P;OVIDF A SAND BED FOR. THE PIPING. BACKFILL OVER DRAINAGE STRUCTURES, SWALES, ADD11IONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. VARIATIONS. MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT U14DISTURbED EARTH OR TO 95% STANDARD PROCTOR`` AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TREMCHiNG AND EXCAVATION SHALL BE DONE IN STRICT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR 2, THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL EARTHWORK, ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OT ER APPLICABLE SAFETY CODES AND STANDARDS. 7607 EASTMARKDR., STE. 252 <77840> COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A PAVING, AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR POST OFFICE BOX 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL PROVIDE ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED -ROM I'll (SHED GRADES. WHERE UTILITY LINES EXTEND COLLEGE STATION, TEXAS 77842 NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, THESE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED iROm THE BOITTOM OF THE STRUCTURE. EMAIL: civil @men ineer.com g NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. IF NECESSARY. REPORT ALL ALL TESTING INSPECTION, REPORTS, AND EFFORTS AT THE ENN OF THE PROJECT. ' OFFICE - (979) 764-0704 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHA BE BEDDED I AND INITIAL BACKFILL CONSISTENT WITH I FAX - 979) 764-0704 A. SUBGRADE: CONTACT INFORMATiON: 3. ALL SEDiMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA. HAS BEEN NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (. NDEIR FOUN i ATiONS, PAVEMENTS, WALKS, ETC-) THE TEXAS ONE CALL:- 800-245-4545 DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH •EMENT TAB LIZED SAND. FINAL BACKFILL IN THESE TEXAS FLAIR REGISTRATION No. F-4495 LONE STAR ONE CALL: (800) 669-8344 CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STT' CTURAL COMPACTION REQUIREMENTS. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 BY THE PROPOSED IMPROVEMENTS, CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -BOUT COVERS, OR GRATES, THESE ITEMS SHALL KERR SURVEYING, LLC COCA: WATER &SEWER DIVISION - (979) 76HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 2. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATIO,1 AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN 409 NORTH TEXAS AVENUE BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 DIVISION THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRA BRYAN, TX 77803 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. VERIZON: BRENDA VAJDOK - (979) 821-4770 BR �' ! OFF: (979) 268-3195 REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALI. "POINTS UF CROSSING" TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 3. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE I lGitjr-ERi,AT ONCE OF ANY CONFLICT. EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGiNEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER SEMINOLE PIPELINE. JIM ROLAND - (979) 421-0460 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR _TO COMMENCEMENT OF WORK AND A EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY I INSTALLATION SO TH T GRADE CRITICAL ELEMENTS I.E. STORM P CITGO GAS: DOUG CLINE - (713) 416-1289 NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ. -&-LAMINATED COPY OF THE OR USING GEOTEXTILES. DRAIN, SANITARY SEWER, ETC ) DO NOT CONFLICT WITH NON GRADE ;CRIT ICAL ELEMENTS (LE. ELECTRICAL CONDUIT, ENERGY TRANSFER PIPELINE: BENNY LLOYD - (979) 820-5751 CONSTRUCTION SITE NOTICE NOI AND SWPPP VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE --- SUDDENLINK: MIKE LAVENDER - (979) 846-2229 SITE. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT WA TER SERVICES, ETC...). AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL 7 THE CONTRACTOR SHALL FURNISH ALL MATERIALS, QUIPMENT, AND LABOR FOR EXCAVATION, BORING, 3. CONTRACTOR TO.VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. I` ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APF RTEP•1A�CES AS SHOWP! ON THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, 5. FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A - ' THAT ARE CROSSED OP. EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OP, SERVICE LINES ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UN11L UPSTREAM MOISTURE CONTENT RANGE OF +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHE ACCESSORIES SHALL BE IN ACCORDANCE WITH THE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH DRAINAGE AREAS ARE FULLY STABILIZED. DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM G698. COMPACTION TESTS, FOR THESE MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ' LL iiMH�-,, B� PERFORMED WITH CARE TO AVOID ANY THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE AREAS, SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA) DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND P OVI E THE NECESSARY STORAGE AREAS FOR CONTRACTOR'S OWN EXPENSE. 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. MATERIALS AND EQUIPMENT. AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 9. CONTRACTOR. SHALL BE RESPONSIBLE FOP. COORDIN:,TING 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND 6. THE SUBGRADE SHALL BE MOISTURE CONDITIONED,. IF APPLICABLE, TWO FEET (2') BEYOND THE BACK OF CURB OR ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE EDGE OF PAVEMENT, WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS.1 6/20/ii GRADING ADJUSTMENTS THROUGH (+0.85') AND OTHER VARIOUS CHA TE GES AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO MARK DATE DESCRIPTION LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, 10, THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT :XCEF'T FS NWIED ON THE DRAWINGS. CONTRACTOR TO 7. COMPACTION TEST, FOR FILL MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 TEST DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT T OF THE ENGINEER. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY THE INSPECTOR'S APPROVAL. ® �' PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. CEASES FOR MORE THAN 14 DAYS. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS 11. ALL BORES SHONJPI, UNLESS OTHERNJISE NOTEd, SHALL BE DRY /® OWN j CONCERNING EXCAVATION. 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA 1. STABILIZED SUBGRADE: 1. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY ` � SHOWS GROWTH. 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EX AVATIOM1J WITHIN FIVE (5) FEET OF PUBLIC ROADWAY 14 I 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE (PI<7) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH TYPE 1 PORTLAND CEMENT PAVEMENTS OR WALKS. EN11RE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. (APPROXIMATELY 4% BY WEIGHT), RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQ) I ED FOR ON-SITE UTILITIES AND IRRIGATION SYSTEMS. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 2. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS OF INTERMEDIATE PLASTICITY 7<Pi�?0 SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A ft THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. ( ) TAL "T" POST, PAINTED BLUE FOR WATER APJD GREEN DEMOLMON NOTES: WITH EQUAL RATIOS OF LIME AND FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. �1 112 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSiTE. THE CONTRACTOR SHALL BE RESPONSiBLE FOR THE STORAGE OF MATERIALS iN A, SAFE 3. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL 15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLE, GREASE T' APS, SAMPLING WELLS, AND OIL/SAND 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH TYPE A HYDRATED LIME APPROXIMATELY SEPERATORS SHALL NOT HAVE LABELING SAYING "CITY OF COL GE STATIOPI'. r 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 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO 6% BY WEIGHT). S . GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATIONCONSTRUCT PROPOSED IMPROVEMENT (S). 4- STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE 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. GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION PRELIMINARY 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR INSPECTION APPROVALS FOR ALL WORK SHOWN. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH FLY ASH. THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES THIS DOCUMENT IS RELEASED 11. ANY ADJACENT PROPERTY AND RIGHT -QF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF 5. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT FOR THE PURPOSE OF INTERIM EXISTING CONDITIONS OR BETTER. WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT APJD WORK. REVIEW UNDER THE AUTHORITY COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM d698. OF RAISON A. METCALF, P.E. A. OFNO. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. STANDARDS SPECIFICATIONS TO ABON FEBRUARY Y 1 AND AS THE INSTALLATION AND EROSION CONTROL PROTECTION. 6. THE SUBGRADE SHALL BE STABILIZED ONE FOOT (1') BEYOND THE BACK OF CURB OR EDGE OF PA'•IEMEr IT, ' ' 2012 IT IS NOT TO BE USED 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY FOR CONSTRUCTION, BIDDING THE SAME CONDITIONS OR BETTER. PROPOSED STRUCTURES. 7. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 OR PERMIT PURPOSES. TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE BONE IN ACCORDANCE TO THE FOLLOWING EL 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION STANDARDS: SMD (GEN) -02 & SMD (SLIP-1)-02REQUIRE T SMD (SLIP -3)-02. DRAWINGS. C. PORTLAND CEMENT CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. OF 3,500 PSI AT 28 DAYS. RIGHT-OF-WAY. 0 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT DIRECTED BY THE OWNER/DEVELOPER. (10) FEET. SHALL BE CLEANED DAILY. z 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ,ANY PERMITS AND PAY ANY FEES REQUiRED 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOiNT PLANS SHOWN. JOiNT SPACING SHALL NOT 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE _SUBSTITUTED WITH CONSTRUCTION JOINTS. 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, Z � 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. PRIOR TO COMMENCING DEMOLITION WORK. 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE �' O � � 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT, ALL AREA INLETS OR JUNCTION BOXES, j STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 10_ THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE F5 d PAVEMENT. �, h x m x 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. , • , e ■ ■ Z) Lj SURFACE. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLAS11C SL1, OR APPROVED EQUIVALENT. V) U 12. AI_I- EXISTING ITEMS THAT TO REMAIN y $ H ARE IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. Z RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 0 DIMENSIONAL CONTROL NOTES:10 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 507 AND FALLING OR 957 OR HIGHER. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND RISING OR LESS THAN 957.Q 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SiTE PLAN FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING w Y p ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (AME), FOR THIS PROJECT IS WITH ANY WORK IN THAT AREA. D. STEEL: 1. ALL REINFORCING STEEL c c A A r. A c SHALL BE DEFORMED BILLED BAR HAVING � � uj � N CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY STEEL STEEL „ MINIMUM YIELD STRENGTH OF NOT 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR. TO THE DEMOLISHING OF ANY STRUCTURES. THE I� � V i � TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. O Q CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE �'- 2 ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING "AS oLIsO O O RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED AGENTS. IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF j ui 0 0 ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO COLLEGE STATION PUBLIC WORKS DEPARTMENT AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING 3 ALL SPLICES IN PAVEMENT AND CURBING STEEL SH STALL BE Z ~ Z Q . BAR DIAMETER OR 12"AGGERED AND LAPPED 30%, UNDERSTANDS AND AGREES THAT AME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE UTILITY LINES ALL NEW LINES &STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT ' - , � � W Y 0 WHICHEVER IS GREATER. OR MODIFiCATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSiBILITY AND LIABILITY THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. t�� � � U FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE.�,;,p 0 Lu 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION m ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS STEEL SHALL HAVE A MINIMUM 2" CLEARANCE WITH THE SOIL AND 2" OF COVER FROvi THE TOP OF THE PAVEMENT. J2. ELECTRIC (CSU). A PORTION OF THIS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY CSU TO PERFORM SUCH cfl i� DUTIES. 0 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS O_j APPLICABLE. GRADING NOTES' 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT 4. UNLESS OTHERWISE LABELED ALL BACK OF CURB RADIUS ARE 4'-0". THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO BY ATMOS ENERGY TO PERFORM SUCH DUTIES. POPJDING OCCURS, 5. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX) AND TOPOGRAPHICAL SURVEY BY THIS OFFICE. 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF !^ TELEPHONE COMPANY. THIS WORT{ WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE 1,00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR, 6. T.B.M.1�: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATE=RIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. 1 (ELEV.=297.23'-NAD 83) 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND IN CLiEM1lT iNFOP,MATI0N LANDSCAPING AREAS, 2" BELOW i ! STORM SEWER NOTES (PUBLIC & PRIVATES CRAIG & CAROL INVESTMENTS, LTD. , 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER c/o CRAIG PAUL FLOWLINE PRIVATE UTILITY NOTES: 11713 PARK PLACE 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) COLLEGE STATION, TX 77840 PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. CRAIG@SYSTEKMAIL.COM PH: (979) 695-9955 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES iN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO F%�. (Q�9) 695-9944 UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & FILENAME: 0451CV1A I SCALE: N/A DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO STRUCTURES. SHALL APPLY. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE SUBMITTED DATE: 2/1/12 7 SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED DO NOT SCALE). CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. ( 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND DRAWN BY: R.A.M. INSPECTION APPROVALS FOR ALL WORK SHOWN4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH 8. ADEQUATE DRAINAGE SHALL BE MAINTAiNED AT ALL TiMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR CHECKED BY: R.A.M. DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B CS STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. / 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE STANDARD DETAIL D3-02. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS APPROPRIATE UTILITY COMPANY. 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES_ WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR CLIENT NO. PROJECT N '. EXISTING CONDITIONS OR BETTER. 22C (�� �j <J 1J 1 i SHEET 2 OF 8 ~� \ \ -=_ \ \ ` 1/2^ iR'F\- 100 -YR (SEE CIVIL / | / / / / / mu, m | | / | / | | / | | N | | | LOT IR, | / | F.S. KAPCH|NSK|'Lu PLAX | (CALLED 2.010 ACRES) | |�� NORTH --RT--- ' | +m . | ZONED: � C-1 zo� | | � ~ / ) NOW OR FORMERLY ��u . �e v` MCCRONY DON B / Lu m ------ -_] | 202) (VOLUME 3�83. PAGE m 0 Hi | ` ' / �of 1�c -- -_- �LL- m ~ 0 20 40 __ CABLE/TV H. SCALE: it" 20' (279/431) EXISTING WOOD FENC _ / ;U|JB S 21-47'47" E 297.51___ ___ ___ IJ,B. | U P.P.' / ||| |U 7_5' BLDG. SETB ||�� | yW.m^-` � ||pg [\Cu0�� �--&� U| "-Ld | |�- PAD w/8' HIGH SCREENING WALL (MATCH FACADE' OF BUILDING) 2-6' PANEL STEEL GATES — SEEU CIVIL SITE NOTE #& 0 1: A LIGHT POLE +- 1713 P1,ARK PLACE GAS PIPELINE RISER COLLEGE' W.M�9 TX 24.00' nmDcv DOUBLE CHECK VALVE PAD ELECTRIC VALVE 4)Bv | | OEM ELECTRICAL TRANSFORMER @Gm GAS METER U o 8 J8 co | ` | m OC -0. CLEANOUT -§, FH FIRE HYDRANT OTP TELEPHONE PEDESTAL IN A AREA INLET EPB JUNCTION BOX F-6-1 CURB INLET 0 PB FIXED PIPE BOLLARD AND MISCELLANEOUS BUILDING SETBACK LINE LL �� 0co PROPERTY LINE NOTED ALL RADIUS ARE IFC CONSTNUCTION IIB PUBLIC UTILITY EASEMENT + BUILDING SETBACK LINE REQUIREMENTS: 0 or CD ' �� ^� �> o< u� (7,084, 250) = 28.3 SPACES TOTAL REQUIRED d �� �� � �� `� | �u /°=� | - 1�-�LK REGULAR = 3V --- �� TOTAL = 41 SPACES ISLAND RI-E-QUIREMENTS: SHOWN AT INTERIOR END THE SQU RE -FOOTAGE ISLANDS INCLUDP* THE REQUIRED AREA, AND EXTRA, FOR SINGLE OR p0li)BLE END ISLANDS, THE EXCESS AREA AB'VE THE R QUIRED SQUARE -FOOTAGE ARE SHOWN :Bl LOW, INTERIOR PARKINCI. = 34 SPACES | D INTERIOr ISLAND AREA = 420 SQ.FT. c* - 348au ",° | �� DETENTION OD FIRE LANE FIRE LANE PROVIDE 12'-0" MINIMUM ILITY 0 CLEARANCE (BOTH DIRECTION) IN FAC of THE INTERIOR OF THE DUMPSTER -0 >- 6" CONCRETE 24' PRIVATE CROSS PAD SEE DETAIL SHEET C2.1 C� of PAVING ACCESS EASEMENT FIRE LANE bi �2 Ll SIGN x Ll _0)b FIRE LANE FIRE LANE CNN 7.5' BLDG. SETBACK CP STRIPING BUFFER WALL 1/2" I.R.F.--' LOT 18-20, BLOCK FOUR LOT 9, BLOCK TWO REDMOND TERRACE VARIABLE WIDTH F.S. KAPCHINSKI -(CALLED 2.714 ACRES) ~ iRAINAGE EASEMENT (CALLED 0.298 ACRES) _ZONED: R-1 __;�(268/795) ZONED: R-1 NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC NOW OR FORMERLY (VOLUME 3783, PAGE 262) WATSON, WILLIE V (VOLUME 13783, PAGE 12"622) MAL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008. sr -r CDO 2. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-01`-�MAY OR RESIDENTIAL DISTRICT WITHIN CALL BEFORE YOU DIG 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 TEXAS ONE CALL SYSTEM APPEARANCE. 1-800-245-4545 3. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED (AT U�AST 72 110HIN PRI01? '10 DIGGINQ CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL IVMING!!: TIIE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES CONCRETE COLORS ARE NOT PERMITTED. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES 4. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 5., 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. 6. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 59% IMPERVIOUS COVER ON THE CURB NOTE: EXPANSION JOINTS TO SUBJECT PROPERTY. R BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL 6 CONSTRUCTION JOINTS SHALL BE LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS PLACED AT 20' INTERVALS. NECESSARY TO '',E'E'' THE ,CC~',,~`CE OF ','`D ,L,',, L''E^` FROM THE ''`O,E,' SITE. 8. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTER3 SHALL BE SUPPLIED By CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. cv 10. THE PROPOSED DEVELOPMENT FALLS WITHIN THE ''EVALUA TION" SEGMENT OF WOLF PEN CREEK. PER `- A DRAINAGE STUDY. PREPARED BY OFFICE, DETENTION WILL BE REQUIRED. �- . . 11. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. y 72. 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 [_p/\VEK4ENT . p|xruns s���� oms�T�Y pxo:EcT usnT non|�omT�u'x nxTunss �|�� �c wuuwnso IN SUCH A wAwwsn THAT REINFORCEMENT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE, � = ��| �AF��� MULTI-TENANT13. T*|s FACILITY |s x wu�-Tsw»wT 8u|LD|wo T*EnspoRs THE w4x|Muw 4wouwT or LEASE sPxns ALLOWED TYPE IA MONOLITHIC '� FOR INTENSE USES IS 1.771 SO.FT. (7.084 SO.FI x 25%). 14. MAINTENANCE RESPONSIBILITY OF THE 24 1 PRIVATE ACCESS DRIVE, LOCATED IN THE PRIVATE CROSS ACCESS CONCRETECURB & GUTTER EASEMENT, SHALL BE THE PROPERTY OWNER OF F.S. KAPcH|N3K| - LOT 0n1, BLOCK Two. ` U 15. THE PURPOSE OF PHASE TWO DEVELOPMENT IS TO EXPAND THE EXISTING PARKING LOT FROM x ° 0 N,LS, TOTAL OF 31 PARKING SPACES TO A NEW TOTAL OF 41 PARKING SPACES. F.S. KAPCHINSK, 0 1: A LIGHT POLE 1713 P1,ARK PLACE GAS PIPELINE RISER COLLEGE' STATION, TX SYMBOL & LINE LEGEND 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR MR GAS PIPELINE RISER Mwv WATER VALVE gwm WATER METER nmDcv DOUBLE CHECK VALVE Z Ev ELECTRIC VALVE 4)Bv BALL VALVE OEM ELECTRICAL TRANSFORMER @Gm GAS METER OMH MANHOLE OC -0. CLEANOUT -§, FH FIRE HYDRANT OTP TELEPHONE PEDESTAL IN A AREA INLET EPB JUNCTION BOX F-6-1 CURB INLET 0 PB FIXED PIPE BOLLARD AND MISCELLANEOUS BUILDING SETBACK LINE DETAILS. PROPERTY LINE NOTED ALL RADIUS ARE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE 7607 EASTMM�K DR_ STE. 252 <77840,- N.T.S. POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmen&eer.com OFFICE - (979) 764-0704 1 - 1979) 764-0704 Cl TY OF TEXAS FIRM REGISTRATION No F-46S�,5 COLLKERR SURVEYING, LLC 409 NORTH TEXAS AVENUE jr BRYAN, TX 77803 STA 64/ OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION CL Ld 10 y Li pj Ljj w Li LJ Lij CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 PH: (979) 695-9955 FX: (979) 695-9944 SUBMITTED DATE: 2/1/12 L PAGES: N/A FIELD BOOK: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO.' 225 0451 NMI SHEET 4 OF 8 PROPItRTY INFORMATION F.S. �I<APCHIINSKII LOT 6RI BLOCK TWO Ls (1.113 ACRES or 48,504 SQ.FT.) Z61NED. C-1 �;N6W OR FORMERLY CRAII( OL INVESTMENTS LTD PLANA 11 1. REf*ER TO I`;EET CO.1 FOR SITE, PARKING, AND MISUELLANEO S CONSTRUCTION NOTES. 2. REf'ER TO ShET C2.1 FOR SITE, PARKING, AND MISCELLANEOUS DETAILS. NOTED ALL RADIUS ARE 4.0' ALC14G B__�ZWISE THE CK OF CURB. PARKING REQUIREMENTS: OFFICE (7,084, 250) = 28.3 SPACES TOTAL REQUIRED 29 SPACES REGULAR = 3V �FAUtt) TOTAL = 41 SPACES ISLAND RI-E-QUIREMENTS: SHOWN AT INTERIOR END THE SQU RE -FOOTAGE ISLANDS INCLUDP* THE REQUIRED AREA, AND EXTRA, FOR SINGLE OR p0li)BLE END ISLANDS, THE EXCESS AREA AB'VE THE R QUIRED SQUARE -FOOTAGE ARE SHOWN :Bl LOW, INTERIOR PARKINCI. = 34 SPACES PRO\AQ D INTERIOr ISLAND AREA = 420 SQ.FT. MARKI DATE I DESCRIPTION CL Ld 10 y Li pj Ljj w Li LJ Lij CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 PH: (979) 695-9955 FX: (979) 695-9944 SUBMITTED DATE: 2/1/12 L PAGES: N/A FIELD BOOK: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO.' 225 0451 NMI SHEET 4 OF 8 1/2" LR.F-� LOT 18-20, BLOCK FOUR REDMOND TERRACE PLAN (CALLED 2.714 ACRES) A NORTH O 10 20� SCALE: 1" = 10' ,,,. 000 . 55.1516 .00 Aro 000 GRAPICALLY MAPPED- r 100 -YR FLOOD L-A1N &. ® FLOOD WAY -(ONE AE)�/ (SEE ®' CIV1L''SC 875 e Xl f� ON 0) IV OD y jo C XA door 000 f f. T/C=291.25' ___ __ . (/C=291.25' ff ,�. f T,!G 287 00' _...-.._ - V` --2.84 5/8" I.R.F. OT G -287Q +'.`... �� �. $•O���J 2$$ ' J $� T/=291.32, lop/ MODIFY POND BOTTOM T/G=287.00' w _-- -__ -- CROSS-SECTION 1 2a� T/C=2 L?tS 2g1 61 -s thru 3 - ` o .ice 's �- T/C=291.25'\-5/8 I.R.F. T/C=291.25' TOP OF WALL ( %" i T/C=291.25' ® T/C=291.25'T/Ct =291. 1'" h/G=290.45' T/C=291.25' l 4 2`a8'io 0.96% _I 0.96% F/L-287.50' f > + o i MODIFY EXISTING - T/C=291.17' !W / ! e L. P. DETENTION WEIR SHAPE ASFACILITY J ' T/C=291.14' '< r �' SHOWN T,I C=291.25'. I - 34.43L F. OF 4' � / j , WIDE CONCRETE I T/C=291.25' 4x4 AREA INLET / T C-G91.L1 to PILOT CHANNEL @ ' N ` GRATE=290.35 T/C=291.25' 1 sl N1.00% SLOPE \ - F/L (N)=287.91' ' 0 ® 1 IN 0400f, C e0 66.38 L.F. OF 12"0 1 j1 1 W DRAINAGE PIPE @ 1.00%Ile' _-- d_,� •36" WIDE CURB >s ` \ %� i oz SLOPE -BACKFILLED LEAVE -OUT , _ e®` ( - _ 290 ----- - w/CEMENT STABILIZED SAND T =290.50' _- - -- - \ T/ =289.20' N -- --r -- ----- ►----------- Vi 0.85% O 1.00% T7C=290.95 T/C-291.03' F/L=288.50'T`/0291.26' , LOT 1R, BLOCK TWO r! F.S. KAPCHINSKI �' ` (CALLED 2.616 ACRES) 0 4 WIDE MATCH NEW PAVEMENT ` I CONCRETE FLUME TO EXISTING PAVEMENT \ , ELEVATION & GRADE CONCRETE FLUSH \` HEADWALL/RETAINING TO NEW CURB i -------- ;` WALL {12"� PIPE) - -2.78% -- -292- - TO EXISTING PAVEMENT tv F/L=287.85 ELEVATION & GRADE TO \ T; 0291.72' / \` FLUSH n f MATCH NEW PAVEMENT LOT 9, BLOCK TWO TO EXISTING PAVEMENT F.S. KAPCHINSKI f' ELEVATION & GRADE (CALLED 0.298 ACRES) �' /; FLUSH ` 293---- � EXISTING 12"0 !% STORM DRAIN 04 z 6" CONCRETE j PAVING ! _ --294-- - PEDESTAL e � ' 6' W,�LK. J. B. r ,r PLAN NOTES: 1. REFER TO SHEET CO.1 FOR GRADING, DRAINAGE, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. T.B.M. #1: ELECTRICAL TRANSFORMER SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'-NAD 83) 0 Al GRADING LEGEND [NIB DRAINAGE DIRECTIONAL ARROW T/P=100.0o TOP OF PAVEMENT T/C=100.00 TOP OF CURB T/W=100.00 TOP OF WALL T/G=100.00 1 TOP OF GROUND OR GRATE CONCRETE RETAINING WALL CONCRETE RETAINING WALL EXISTING GRADE CONCRETE RETAINING WALL EXISTING GRADE CONCRETE RETAINING WALL EXISTING GRADE 7m, 12'-3 Sof POWER POLE LIGHT POLE GUY WIRE ANCHOR m I WATER VALVE owm WATER METER REM, ELECTRICAL TRANSFORMER Q)GMI GAS METER OMH MANHOLE OC -0. CLEANOUT .(5R FIRE HYDRANT ®Tp '.' TELEPHONE PEDESTAL 0 Al AREA INLET [NIB JUNCTION BOX D-4AL AREA LIGHT (GROUND) 0 P8 FIXED PIPE BOLLARD 0 (_ CURB INLET BUILDING SETBACK LINE PROPERTY LINE -- -r EASEMENT LINE P.U.E. " PUBLIC UTILITY EASEMENT ST(DIP I CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM I-800-245-4545 {1T LEAS'T 72 HOURS PRIOR TO DIGGING) WARNIM;ll: THE CONTRACTOR IS TO LOCATE A,Pi AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAHAGES TO EXISTING, UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. III 31.25' 2=290.75' 1=287.50' i CROSS SEC ION N.T.S. 33 49 PROPOSED GRADE 2{MIN)�_ 34'-1 CONCRETE PILOT CHANNEL 1.00% 9 =*, lvl� CONCRETE CURB w/FOOTING PROPOSED GRADE ILOT CHANNEL CONCRETE CURB w/HEADWALL 12"0 STORM DRAIN PIPE t i �a ; viv 7607 EASTMARK DR., STE. 252 <77540> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77542 EMAIL: civil@*mengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F469: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARK) DATE I DESCRIPTION 1 COMPLETE REVIEW ONLY NOT FOR CONSTRUCTION 2/1/12 z 0 VI z z CL x LiJ CLX > L!J z =Lli F •, > C� �( z cr_ J 0 Y - z CL p= vi LL Q F Ne F- I C� o '° LL_ Q 0 PO uj mu r F,, � �LA Q ,rG 0o C � 0 y LIJ F- W CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAI L.COM PH: (979) 695-9955 F.X: (979) 695-9944 FILENAME: 0451GPlA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12 DRAWN BY: R.A.M. CIILCKLD BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0451 ®'ANN SHEET 5 OF S PLAN NORTH 0 10 20 SCALE: 1" = 10' 5/8" I.R.F. I -� N i 00 1/2" I.R.F. LOT 18-20, BLOCK FOUR REDMOND TERRACE ,may (CALLED 2.714 ACRES) C *01- .0007 .00 i s 1335% •1 Soo,, 00' 0000 N G MAPPED 100 -YR FLOODPLAIN & I � .� s FLOODWAY (ZONE AE)—\ nl (SEE CIVIL SITE NOTE #1) BFE-287.50' I OD aio 8 O 0 LUNL:KL I L F'AVINU & 6" LIME STABILIZED SUBGRADE 140 000r, LIMIT OF T 1 w/FOOTING & Y E 1 A CURB \ DETENTION FACILITY 34.43 L.F. OF 4' WIDE CONCRETE PILOT CHANNEL Z. LIMIT OF TYPE 1 �\ w/FOOTING & TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 w/FOOTING) EXISTING CONCRETE 11 RETAINING WALL - 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE I LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) I 6 I TYPE 1A CURB TYPE 1 w /FOOTING ! \ \ 11 TIE TO EXISTING PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS 4 24" O.C. EA w Cl_ F- TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 w/FOOTING) 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE —E — CONCRETE HEADWALL/RETAINING WALL TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) 6" CONCRETE PAVING 12.00' (TYP) I! ri LIMIT OF TYPE 1 w/FOOTING & TYPE 1A CURB TYPE 1 w/FOOTING s \-5/8 I.R.F. TYPICAL 6" RAISED MONOLITHIC CURB I, TYPE 1 A) E----- E-- \\ L.P. w to tGRATE ISOLATION e N ROUND NLET + w CN -- — E — — — — — — — j VI ALIGN JOINTS w/EXISTING PARKING JOINTS (AS FAR AS PRACTICAL) LOT 1 R, BLOCK T4V0 F.S. KAPCHINSKI TIE TO EXISTING (CALLED 2.616 ACRES) PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS @ 24" O.C. 7-1 CABLE/TV PEDESTAL PLAN NOTES: 1. REFER TO SHEET CO.1 FOR PAVING AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR PAVING & MISCELLANEOUS DETAILS. PAVING LEGEND CONTROL JOINT C CONSTRUCTION JOINT --E-- EXPANSION JOINT 0i` POWER POLE i LIGHT POLE —?` GUY WIRE ANCHOR xwv WATER VALVE Dw WATER METER ®EM ELECTRICAL TRANSFORMER ®GM GAS METER IMH MANHOLE 00.0. CLEANOUT C&FH FIRE HYDRANT ®r' TELEPHONE PEDESTAL ❑ AI AREA INLET RB JUNCTION BOX AL AREA LIGHT (GROUND) o PB FIXED PIPE BOLLARD J off— CURB INLET — — — BUILDING SETBACK LINE -- ---- PROPERTY LINE --@----- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT f N 7607 EASTMARK DR., STE. 252 X771, 'OST OFFICE BOX 9253 OLLEGE STATION, TEXAS 77842 7"MAIL: civil@rmengineer.com DFFICE - (979) 764-0704 ;AX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F KERR SURVEYING, LLC; 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 STUI' ! -- CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 UT LEAST 72 HOURS PRIOR. TO DIGGING; hfl 4fi??: TUE CONTRACTOR IS TO LOCATE AI.Y AND ALL UTILITIES i TO CONSTRUCTION AND IS SOLELY RESPONSIBLE EOR ALL DAUAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. MARK DATE DESCRIPTION % COMPLETI IElAl 1 2/1/12 � at " 1 w 97 a � _0 ry� 6.� X W x < ' �- Y ix Q ZfW�� z V •• o - <i 7 z �J0 a < z ��F c) <[ cn _9 F- �- Y o 0 a8 B9 M � Q VI m Z oLu v o z ,�e j j �" ■.. m(j W ® I—'J -j'!O 0 0 i W W CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD.. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAIL.COM PH: (979) 695-9955 FST': (979) 695-9944 FILENAME: 0451PVlA SCALE: 1"=10' SUBMITTED DATE: 2/1/12 DRAWN BY: R.A.M. i CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERSi CLIENT NO. PROJECT Nd. 225 - 0$51 SHEET 6 OF 8 I ( FINISHED PAVEMENT\ CONCRETE w/DOMED FINISH 6" O.D. STEEL PIPE (SCH-40) PRIMED & PAINTED (COLOR AS SPECIFIED BY THE OWNER) "d N CONCRETE 4 (CLASS B) EXPANSION JOINT, FIXED RIDE BOLLARD SEE THIS SHEET N.T.S. CONCRETE #4 BARS @ 9" APRON O. C.E.W. CONCRETE PILOT CHANNEL (SEE DETAIL, THIS SHEET) PROPOSED GRADE (4H:1 V) PROVIDE #4 DOWEL @ 18" O.C. & THICKENED EDGE @ PILOT CHANNEL 2 - 6'x8' GATES w/LOCKING PIN (WHERE APPLICABLE) #4 BARS @ 9" E.W. N #4 BARS @ 9 (HORZ) 13'-6" IXED PIPE #4 BARBOLLARD 18" (VERT) SECTION A CONCRETE DU M PSTER PAD N.T.S. TZ. N.T.S. BEDDING TABLE IDENTIFIER BEDDING 8' HIGH SOLID TYPE TYPE BACKFILL SCREENING WALL VARIES 00 Q (MATCH BRICK & IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD STUCCO OF BUILDING) STANDARD PROCTOR ap NON- PROCTOR DENSITY @ DENSITY @ 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE ADJACENT SOILS. LITTLE OR NO FINES, AREAS \`f N CONTENT - WORK IN N.T.S. CONTENT - LEVEL AROUND PIPE BY HAND TO 4" O.D. (SCH 40) FINAL GRADE BY #4 BARS @ 1.��#4 BARS @ 9" M GALVANIZED UP TO SPRING LINE 18" (VERT) (HORZ) CEMENT STABILIZED SAND: 10% (MIN) CEMENT CORNER POST Co PER CUBIC YARD OF SAND OR 2.5 SACKS OF SECTION 6„ (TYP) (TYP) : PROCTOR DENSITY @ 0 TO +4% AREAS N.T.S. 2, _ 1.00% (MIN) N - COMPACTION ACCOMPLISHED i� SLOPE I �d B VARY HEIGHT AS ~ » 9„ REQUIRED TO `� ,-�, PROVIDE LEVEL > „ 12 -0 CLEAR a �'. C2` #4 BARS @ W SURFACE FOR WALL00 (MIN) l PROPOSED GRADE (4H:1 V) PROVIDE #4 DOWEL @ 18" O.C. & THICKENED EDGE @ PILOT CHANNEL 2 - 6'x8' GATES w/LOCKING PIN (WHERE APPLICABLE) #4 BARS @ 9" E.W. N #4 BARS @ 9 (HORZ) 13'-6" IXED PIPE #4 BARBOLLARD 18" (VERT) SECTION A CONCRETE DU M PSTER PAD N.T.S. TZ. N.T.S. BEDDING TABLE IDENTIFIER BEDDING INITIAL FINAL TYPE TYPE BACKFILL BACKFILL VARIES CLASS III - COMPACT CLASS it - COMPACT IN 6" CLASS IV B - COMPACT IN 8" IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD 3" BE PL 90% STANDARD STANDARD PROCTOR PROCTOR DENSITY @ 0 TO +4% NON- PROCTOR DENSITY @ DENSITY @ 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE ADJACENT SOILS. LITTLE OR NO FINES, AREAS OPTIMUM MOISTURE CONTENT - WORK IN N.T.S. CONTENT - LEVEL AROUND PIPE BY HAND TO CLASS 11: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET SPRING LINE FINAL GRADE BY PROVIDE UNIFORM SUPPORT THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER OF PIPE HAND UP TO SPRING LINE PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B - COMPACT IN 8" PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS PROCTOR DENSITY @ 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT - COMPACTION ACCOMPLISHED BY MECHANICAL TAMPING CLASS V: SALVAGE TOPSOIL (IN NON-STRUCTURAL AREAS) TRENCH WIDTH EXISTING MAX = PIPE O.D.+24" GRADE1 z MIN = PIPE O.D. +12" `� v ASTM D2321-89 1. CONCRETE SHALL BE CLASS "A". w y Of CONSTRUCTION JOINTS EVERY 20' WITH EVERY ¢ AN EXPANSION JOINT. ASTM D2321-89 1. CONCRETE SHALL BE CLASS "A". CLASSES OF EMBEDMENT & BACKFILL MATERIALS CONSTRUCTION JOINTS EVERY 20' WITH EVERY ¢ AN EXPANSION JOINT. GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: VARIES o PLANS 3, P,C.'s, P.T.'s. \\ to CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES 3" BE PL NCED AT 20' J .. :..A. 04 CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF <C LL t- Y N z ADJACENT SOILS. LITTLE OR NO FINES, z_ CONCRETE PILOT CHANNEL N.T.S. CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL CLASS 11: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET SPRING LINE BE PLACED AT 20' =` O.D. THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER OF PIPE REINFORaEMENT PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. — — — z Z EN 2-#4 BARS (CONT.) #4 BARS @ 9" 0. C. E. W. 1 12"0 PIPE PILOT CHANNEL NOTES: 1. CONCRETE SHALL BE CLASS "A". 2. PILOT CHANNELS SHALL HAVE CONSTRUCTION JOINTS EVERY 20' WITH EVERY THIRD JOINT BEING AN EXPANSION JOINT. WIDTH VARIES SEE PLANS 3, P,C.'s, P.T.'s. \\ to SHALL 3" BE PL NCED AT 20' INTERVALS. :..A. 04 #3 BARS @ 12" O.C.E.W. CONCRETE PILOT CHANNEL N.T.S. 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. i" R REINFORaEMENT -.- 6" PAVEMENT REINFORCEMENT L'j< > � _°\/N��/\/fes\\\f 12" LAP 4 1 \\ N d�b.d'• #4 BARS @ 18" O.C.E.W. (TIE TO CURB STEEL) I �ra.-`I I • _ #4 BARS TYPE 1 - w/FOOTING CONCRETE CURB & GUTTER N.T.S. EXPANSION (ISOLATION) f JOINT -LOCATION VARIES VARIES 36" PIPE SIZE, TYPE & GRADE, SEE DRAINAGE PLAN V) Q > NEENAH FOUNDRY GRATE, MODEL R1878 -10A (PAVEMENT AREAS) L�\�1 & MODEL R1879 -10A (ALL OTHER AREAS) 0 EXPANSION (ISOLATION) PLAN VIEW JOINT -LOCATION VARIES GRATE FLUSH w/GRADE CONCRETE IN PAVEMENT AREAS SLOPE TO GRATE IN PAVEMENT NON -PAVEMENT AREAS (1.00% MIN) UR \r 3'-0" MIN + ... CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO o \ \ \ �� #4 DOWEL (18�. LONG) \�/,\ °.. O.D. + 12 0 NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH o : r� f%����/%,�/ @ 18" O.C. j\�/�\ SQUARE o ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND m d. EQUALLY y\ w GENERALLY MEETS THIS REQUIREMENT. SPACED #4 BARS @ (P) v 12" (TYP) 12 O.C.E.W. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC).WHERE THE TRENCH BOTTOM IS (ALL SIDES) 4::-`e.4:�`-:.;ti-•4 ::~ INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN _ _ ; \ °.. _ UNSTABLE, EXCAVATE TO A DEPTH AS CLAYS. THIS MATERIAL>!'A"- - MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND LIME. ' REQUIRED BY THE ENGINEER AND - - _ • - =- _ , �, SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. REPLACE w A FOUNDATION OF CLASS 1B CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE-GRAINED SOILS INORGANIC . MATERIAL, COMPATED IN 6" (MAX) 6" THICK CEMENT #4 BARS @ 6" O.C.E.W. ( ) LIFTS TO 85% STANDARD PROCTOR (TOP & BOTTOM) INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR DENSITY STABILIZED BASE SILTY SOILS, ELASTIC SILTS. ELEVATION VIEW CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS TRENCH BEDDING FOR ASS PIPE AREA GRATE INLET 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 N.T.S. N.T.S. NON-STRUCTUAL AREAS. i R CURB NOTE: EXPANSION 6" JOINT1 TO BE P 'ACED AT 60' INTERVALS AND fAT ALL RADIUS I POINT 3, P,C.'s, P.T.'s. 1 CONS RUCTION JOINTS SHALL 3" BE PL NCED AT 20' INTERVALS. :..A. 04 " 3 PAvgMENT REINFORaEMENT N.T.S. N.T.S. 12"-#4 DO L @ 12" O.C. METAL KEYWAY 0 6 � I 7607 EAS'T'MARK DR., STE. 252 <7784 > POST OFFICE SOX 9253 COLLEGE STATION,TEXAS 77842 EMAIL: civil@)rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 95 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH ITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CH NGES MARK DATE DESCRIPTION I Of0 VI LY i CONSTRUC 2'1'1 PRELIMINARY THIS DOCUMENT IS RELEASE y FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORI T=6" #4 BAR @ 18" O.C.EW, OF RABON A. METCALF, P.E. T=8" #4 BAR @ 9 O.C.E.W. NO. 88583, ON FEBRUARY 1 2012 IT IS NOT TO BE USE FOR CONSTRUCTION, BIDDING 6" LIME -FLY A,'H STABILIZED SUBGRADE OR PERMIT PURPOSES. (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANhARD PROCTOR DENS (ASTM 698) Z CONSTRUCTION JOINTS SHALL BEP CED i T ESIGNATED 0 LOCATIONS AND MAY REPLACE CON' ROL JOINT AS REQUIRED. W CONSTRUCTIO14 JOINT z N.T.S. .1Z _ X 0 SEAL w/EXPANSION ,Q W w! JOINT MATERIAL X >''u) m ix SMOOTH DOWEL, 18" LONG z ui ~ �~ »R SPACED @ 12" O.C. ® ® („) A '� GATED w/HEAVY GREASE)w N < ? cn z !hh w 10 z0 V Q 00 EL 0 F- �-- U, N NON -EXTRUDING` o ' `` m FILLER U` Q I 3 LONG" M �TAL OR PLASTIC CAP, L �- C) o 6 LIME -FLY ASH STABILIZED SUBGRADE INSIDE DIAMETER TER TO BE 1/16- GREATER Z C ;1 t- Q (2% LIME & 8% FLY -ASH BY DRY WEIGHT) TAN DIAMEf R OF DOWEL. CAP MUST BE +� LLI Y v~) COMPACTED TO 95% STANDARD LNG ENOU H TO COVER 2" OF DOWEL r 0 Li PROCTOR DENSITY (ASTM D698)D HAVE �TOP SO END OF CAP IS 1" Z _3 m w F OM END F BAR 0 �- r 0 '-' 0 EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60 > t INTERVALS & PLACED AT ALL RADIU POINTS, C) o PC's, PT's & f OPPOSITE PI'S AND ON ALL HORIZONTAL &''VERTICAL CURVES. EXPANSION JOINT N.T.S. W~t�� SA CUT SEAL WITHW JOINT CLIENT INFORMATION " TO MA RIAL. SEALING NOT CRAIG & CAROL INVESTMENTS, LTD. „R REQUIRED 1N CURBS. c/o CRAIG PAUL ;x. 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAIL.COM d ~ PH: (979) 695-9955 Fig:: (979) 695-9944 FILENAME: 0451CVlA I SCALE:AS NOTE' �� " T=6 - #4 BAGS @ 18 O.C.EW. SUBMITTED DATE: 2/1/12 DRAWN BY: T= — R.A.M. 8 #4 BAS @ 9 O.C.E.W. » CHECKED BY: R.A.M. 6 LIME -FLY ASH STABILIZED SUBGRADE 1 1 FIELD BOOK: N/A PAGES: N/A (2% LIME & % FLY -ASH BY DRY WEIGHT) COMPACTED' 0 95% STANDARD RME CONSULTING ENGINEERS PROCTOR DE SITY (ASTM D698) CLIENT NO. PROJECT N CONTROL JOINTS SHALL BE PLACED A- 15' CENTER TO CENTER. 22 045 CONTROL JOINT N.T.S. SHEET 7 OF 8 I I i i i / PLAN NORTH 1 0 e a 20 $ N o SCALE: 1" = 10' •,r LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) / ZONED: R-1 1 -BAY FRONT LOADING DUMPSTER PAD w/8' HIGH SCREENING WALL NOW OR FORMERLY MATCH FACADEOF BUILDING S LIPiNSK1 HOLDINGS, LLC I ( ' ) & (VOLUME 3783, PAGE 262) 2-6' PANEL STEEL GATES - SEE 5/8" LR.F. CIVIL SITE NOTE #6 1 / / / I i\ DETENTION \ FACILITY M \ CN 00 � A \ t� L0 N Z MA a� LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) I � I � 1 EXISTING BUFFER YARD PLANTINGS - NOT INCLUDED IN LANDSCAPE CALCULATIONS 1 000""1 an 0 ff I ARD 0 1� i VARIABLE WIDTH DRAINAGE EASEMENT (2x;8/795) IV '_lf • 3 36 0 -,o*x N Ari' -1 PHASE TWO DEVELOPMENT AREA (9,648 SQ.FT.) t A.I. t f 12"0 STORM DRAIN LINE / 10' P.U.E. L.P+ (384/346) I Ni ,- I APPROXIMATE LOCATION j12"0 PVC STORM DRAIN TRANSPLANT EXISTING 24' PRIVATE CROSS \ ACCESS EASEMENT 3 -CREPE MYRTLES TO NEW PARKING ISLAND 6" CONCRETE PAVING 1 EXISTING LANDSCAPING TO REMAIN u I + '0 f 6 CN I ' I i1.i rn I � I d,. I m IrI EXISTING LANDSCAPING " �`� I TO REMAIN m d� I rn I 1 I 1 i I 1 I c m I f f f I t EXISTING LANDSCAPING I I TO REMAIN f _ I I I I d > I CABLE, I PEDES m - - -- I 6' VV. 'LK I I I PLAN NOTES: POWER POLE LANDSCAPE SCHEDULE MISCELLANEOUS SYMBOL NO. OF SIZE BOTANICAL COMMON POINTS POINTS TYPE NOTES REQUIREMENTS. PLANTS NAME NAME EACH TOTAL H 2 2.1" TO 3.4" TAXODIUM DISTICHUM BALD CYPRESS ~�+ CANOPY TREE 30 GALLON 25' MIN. SPACING 150 SEEDED AREAS 300 JUNCTION BOX - CALIPER 3 FIXED PIPE BOLLARD CURB INLET - BUILDING SETBACK LINE - PROPERTY LINE -0 12 (MULTI -TRUNK) LAGERSTROEMIA CREPE MYRTLE ORNAMENTAL NON OPY 15 GALLON (COUNTRY RED) 40 480 INDICA TREE LANDSCAPING REQUIREMENTS SITE AREA METHOD: CANOPY REQUIREMENTS: SITE AREA=0.221 acres or 9,648 sqft. -A=4,944 50% CANOPY TREES: (1,513 x 507.) = 686 pnts. FLOODPLAIN REMOVAL ARE sqft. REQUIRED = 757 pnts. 4,704 sqft. @ 30 pnts./1000 sqft.: ORIGINAL PROVIDED = 750 pnts. (4,704/1000 x 30) = 141 pnts. NEW TOTAL PROVIDED = 1,050 pots. ORIGINAL LANDSCAPE POINTS REQUIRED = 1,372 pnts. NEW TOTAL LANDSCAPE POINTS REQUIRED 1,513 pnts. _ ORIGINAL LANDSCAPE POINTS PROVIDED 1,580 pnts. NEW TOTAL LANDSCAPE POINTS PROVIDED = 2,360 pnts. i / PLAN NORTH 1 0 e a 20 $ N o SCALE: 1" = 10' •,r LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) / ZONED: R-1 1 -BAY FRONT LOADING DUMPSTER PAD w/8' HIGH SCREENING WALL NOW OR FORMERLY MATCH FACADEOF BUILDING S LIPiNSK1 HOLDINGS, LLC I ( ' ) & (VOLUME 3783, PAGE 262) 2-6' PANEL STEEL GATES - SEE 5/8" LR.F. CIVIL SITE NOTE #6 1 / / / I i\ DETENTION \ FACILITY M \ CN 00 � A \ t� L0 N Z MA a� LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) I � I � 1 EXISTING BUFFER YARD PLANTINGS - NOT INCLUDED IN LANDSCAPE CALCULATIONS 1 000""1 an 0 ff I ARD 0 1� i VARIABLE WIDTH DRAINAGE EASEMENT (2x;8/795) IV '_lf • 3 36 0 -,o*x N Ari' -1 PHASE TWO DEVELOPMENT AREA (9,648 SQ.FT.) t A.I. t f 12"0 STORM DRAIN LINE / 10' P.U.E. L.P+ (384/346) I Ni ,- I APPROXIMATE LOCATION j12"0 PVC STORM DRAIN TRANSPLANT EXISTING 24' PRIVATE CROSS \ ACCESS EASEMENT 3 -CREPE MYRTLES TO NEW PARKING ISLAND 6" CONCRETE PAVING 1 EXISTING LANDSCAPING TO REMAIN u I + '0 f 6 CN I ' I i1.i rn I � I d,. I m IrI EXISTING LANDSCAPING " �`� I TO REMAIN m d� I rn I 1 I 1 i I 1 I c m I f f f I t EXISTING LANDSCAPING I I TO REMAIN f _ I I I I d > I CABLE, I PEDES m - - -- I 6' VV. 'LK I I I PLAN NOTES: POWER POLE 1. REFER TO SHEET COA FOR MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C1.0 FOR ADDITIONAL SEEDING AND SODDING REQUIREMENTS. LANDSCAPE LEGEND D AREAS ID4190BERMUDA) H MANHOLE (TIF -1 ~�+ ' COMMON BERMUDA ' SEEDED AREAS I O S'H`OP !__j CALL BEFORE YOU DIG ---- TEIAS ONE CALL SYSTEM I-800-245-4545 GIT LEAST 72 HOURS PRIOR TO DIGGING) P WAFNING'.t: THE CONiTRAMR IS TO Lv.aTE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL L`AH,IGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY, -77 di I Air wl 11 11- all 607 EASTMARK DR., STE. 252 <77840> OST OFFICE BOX 9253 `OLLEGE STATION, TEXAS 77842 j MAIL: civil@)miengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 EXAS FIRM REGISTRATION No. F-49,95 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 r\ LANDSCAPING NOTES: rn 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY ME CONSUL-nNG ENGINEERS (RME). RME IS NEITHER A �< �t h\ !`. \I '" LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS P N WAS PREARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPI ENT 0 DINANCE AND OBTAIN DEVELOPMENT PERMITS. OD ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED 1 THE GoCS DEVELOPMENT SERVICES DEPARTMENT FOR / 1 I t0 REVIEW AND APPROVAL. I I � Cl � MARK DATE DESCRIPTION 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. I I ' ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE ®/ I I j ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMEP S OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED I PRIOR TO PLANTING. I I 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVE' G, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS ,SND DRAINAG AREAS, THE PARKING LOT SET BACK, i I , RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUC ION. 0/ 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTUR ED DURING'; I'ONSTRUCTION WILL BE RETURNED TO ITS I I EXISTING CONDITIONS OR BETTER. I J 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM ' E PROPOSEf) PARKING ISLANDS PRIOR TO PLACEMENT I I OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASP ALT, LIME TONE BASE MATERIAL, OR COMPACTED I I STABILIZED EARTH. i I I 6. THE CROWN OF ALL PLAN IS SHALL BE SLIGH ILY HIGHER AF ILH SEI -ING, IHAN ADJACLN I SOIL. ,I r 1/2" I . R. F. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REN VING OR ADDING TOP SOIL, AS NEEDED, FOR THE �•(} SINCLU-90N OF THE SOIL AMENDMENTS, AS NEEDED, 11\4 THE P .EPARED' GR UND COVER BEDS. n �, S S I ?'$• 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE HI GUY WIRES OVERLAPPED. I I I I 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED OF 3ANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 I I FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED ARE I 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCI SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 -5/8 LRA I 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. 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET (20� %31)� BOTH MINIMUM SIZE AND SPACING FOR TREE- AND ZONING ORDINANCE;! COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF I JAL CERTIFI ATE OF OCCUPANCY. PRIOR TO ISSUANCE I I OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL 3E INSTALL z I I 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCFPTED STANDARDS ESTABLISHED BY THE AMERICAN /� i I I I ASSOCIATION OF NURSERYMAN. (All I 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MUL; HED IMMEDIATELY FOLLOWING PLANTING. Z < I I 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL 11ND TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; CL I I NEVER CUT EVERGREEN LEADERS. 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE S, ME RELATIONSHIP TO FINISHED GRADE, AS BORN TO W PREVIOUS GRADE AND GROWING CONDITIONS_ x YI0 I 1 1 I I 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL SCARIFIED PRIOR TO BACKFILLING. W z Ld Z /� I� 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALLATION < w CL U II I AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LA •IDSCAPE OPERATIONS. z <C z I I `__,'�_A PROXIMATE LOCATION OF Q J 0 I I 18"0 R.C.P. STORM SEWER 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRA C OR AND USED FOR BACKFILLING ALL PITS FOR PLANTS. J d Uj OU I I AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3,) PARTS iGOU GARDEN SOIL, 11'2 f ART BED MIX, 1/2 W CLLi 0 II I J PART MANURE OR BONE MEAL, AND ONE (1) POUND LIME f? CUBIC YAR _ Q I O I I f- i- a 19. ALL PLANTS SHALL BE GUARANTEED TO BE lhJ HEALTH' CONDITION .OR ONE (1) YEAR AFTER ACCEPTANCE BY L9®I 0 8ry I i + APPROXIMATE LOCATION OF THE OWNER AND THE CITY OF COLLEGE STATION. U- Y z 2" }4TMOS GAS LINE0 0 20, ALL PLANT MATERIAL SHALL BE MULCHED WITH A MI IMUM 2 L4 ER OF HARDWOOD BARK. MULCH (UNLESS � � � W I I f OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MUL RING AROU, D EXISTING TREES TO REMAIN, TYPICAL. z O Q a 1 ! V) - w m� 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON T IE PLAN (FOR SINGLE STEM TREES). ALL MUTLI-STEM r IPLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, A BE THE MI 'IMUM SIZE SPECIFIED ON THE PLAN. z J I I ' 22_ ALL STRAPPING MUST BE CUT AWAY AND REMOVED 1 OM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT, Q � r � Ld © J I I UJAPPROXIMATE LOCATION OF AND THE TOP 1 /3 OF THE BURLAP MUST BE REMOVED FROti THE ROOT FALL. � � � -11C) NDERGROUND ELECTRIC I I ' LINE 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH LL APPLICA LE CODES AND ORDINANCES REGARDING j f LANDSCAPING. 0 I I I I ' LOT 1 R, BLOCK TWO 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON I 1 F.S. KAPCHINSKI ALL SEEDED AREAS_ I I f (CALLED 2.616 ACRES) II I ( 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE. EQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL I I ZONED: C-1 BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEE ROWTH. U) I I NOW OR FORMERLY 26, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBL FOR THE WATERING AND THE MAINTENANCE OF ALL I I 1MCCRORY, DON B LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30 DAYS FOLLOWING THE PLANTING OF THE GRASS AND +� I (VOLUME 3783, PAGE 262) SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO T PUBLIC FOR BUSINESS. CLIENT INFORMATION I I CRAIG & CAROL INVESTMENTS, LTD. IRRIGATION NOTES: c/o CRAIG PAUL I I 11713 PARK PLACE I I v COLLEGE STATION, TX 77840 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INST LLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. CRAIG®SYSTEKMAIL.COM THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. PH: (979) 695-9955 VARIABLE WIDTH P.UE. i I IFX. (979) 695-9944 (1834//637) 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A, PRESSURE VACUUM BREAKER, A REDUCED PRESSURE I I I PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BAC FLOW 'DEVICE, AND INSTALLED PER CITY ORDINANCE FILENAME: 0451 LP1A 2394. SCALE: 1 "=10' I I SUBMITTED DATE: 2/1/12 I I 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TEST D UPON INSTALLATION AS PER CITY ORDINANCE 2394. I I � DRAWN BY: R.A.M. i TV AL I I 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE CO RDINATED WITH THE CONTRACTOR AND ALL SLEEVING CHECKED BY: R.A.M. I I N SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDE%ALK WHERE APPLICABLE. FIELD BOOK: N/A PAGES: N/A I I f I 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGA ION PLAN T THE OWNER FOR REVIEW AND APPROVAL. RME CONSULTING ENGINEER I I I THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRI ATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER CLIENT NO. PROJECT NO. I I NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUNT COVER AND MEET ALL INITIAL WATERING NEEDS FOR 22 _ V VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS.451 (� 1 I 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED OR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. I I I I A 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL Afl IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL I I JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT I PROPERLY IRRIGATE THE LANDSCAPING AND GRASS I I I AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJhlpENT TO THE PARKING LOT. SHEET 8 OF 8 POWER POLE LIGHT POLE GUY WIRE ANCHOR WATER VALVE WATER METER ELECTRICAL TRANSFORMER GAS METER H MANHOLE CLEANOUT -1 FIRE HYDRANT ' TELEPHONE PEDESTAL I AREA INLET JUNCTION BOX - j AREA LIGHT (GROUND) 3 FIXED PIPE BOLLARD CURB INLET - BUILDING SETBACK LINE - PROPERTY LINE --', EASEMENT LINE 11 PUBLIC UTILITY EASEMENT -77 di I Air wl 11 11- all 607 EASTMARK DR., STE. 252 <77840> OST OFFICE BOX 9253 `OLLEGE STATION, TEXAS 77842 j MAIL: civil@)miengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 EXAS FIRM REGISTRATION No. F-49,95 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 r\ LANDSCAPING NOTES: rn 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY ME CONSUL-nNG ENGINEERS (RME). RME IS NEITHER A �< �t h\ !`. \I '" LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS P N WAS PREARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPI ENT 0 DINANCE AND OBTAIN DEVELOPMENT PERMITS. OD ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED 1 THE GoCS DEVELOPMENT SERVICES DEPARTMENT FOR / 1 I t0 REVIEW AND APPROVAL. I I � Cl � MARK DATE DESCRIPTION 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. I I ' ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE ®/ I I j ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMEP S OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED I PRIOR TO PLANTING. I I 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVE' G, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS ,SND DRAINAG AREAS, THE PARKING LOT SET BACK, i I , RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUC ION. 0/ 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTUR ED DURING'; I'ONSTRUCTION WILL BE RETURNED TO ITS I I EXISTING CONDITIONS OR BETTER. I J 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM ' E PROPOSEf) PARKING ISLANDS PRIOR TO PLACEMENT I I OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASP ALT, LIME TONE BASE MATERIAL, OR COMPACTED I I STABILIZED EARTH. i I I 6. THE CROWN OF ALL PLAN IS SHALL BE SLIGH ILY HIGHER AF ILH SEI -ING, IHAN ADJACLN I SOIL. ,I r 1/2" I . R. F. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REN VING OR ADDING TOP SOIL, AS NEEDED, FOR THE �•(} SINCLU-90N OF THE SOIL AMENDMENTS, AS NEEDED, 11\4 THE P .EPARED' GR UND COVER BEDS. n �, S S I ?'$• 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE HI GUY WIRES OVERLAPPED. I I I I 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED OF 3ANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 I I FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED ARE I 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCI SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 -5/8 LRA I 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. 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET (20� %31)� BOTH MINIMUM SIZE AND SPACING FOR TREE- AND ZONING ORDINANCE;! COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF I JAL CERTIFI ATE OF OCCUPANCY. PRIOR TO ISSUANCE I I OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL 3E INSTALL z I I 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCFPTED STANDARDS ESTABLISHED BY THE AMERICAN /� i I I I ASSOCIATION OF NURSERYMAN. (All I 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MUL; HED IMMEDIATELY FOLLOWING PLANTING. Z < I I 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL 11ND TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; CL I I NEVER CUT EVERGREEN LEADERS. 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE S, ME RELATIONSHIP TO FINISHED GRADE, AS BORN TO W PREVIOUS GRADE AND GROWING CONDITIONS_ x YI0 I 1 1 I I 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL SCARIFIED PRIOR TO BACKFILLING. W z Ld Z /� I� 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALLATION < w CL U II I AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LA •IDSCAPE OPERATIONS. z <C z I I `__,'�_A PROXIMATE LOCATION OF Q J 0 I I 18"0 R.C.P. STORM SEWER 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRA C OR AND USED FOR BACKFILLING ALL PITS FOR PLANTS. J d Uj OU I I AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3,) PARTS iGOU GARDEN SOIL, 11'2 f ART BED MIX, 1/2 W CLLi 0 II I J PART MANURE OR BONE MEAL, AND ONE (1) POUND LIME f? CUBIC YAR _ Q I O I I f- i- a 19. ALL PLANTS SHALL BE GUARANTEED TO BE lhJ HEALTH' CONDITION .OR ONE (1) YEAR AFTER ACCEPTANCE BY L9®I 0 8ry I i + APPROXIMATE LOCATION OF THE OWNER AND THE CITY OF COLLEGE STATION. U- Y z 2" }4TMOS GAS LINE0 0 20, ALL PLANT MATERIAL SHALL BE MULCHED WITH A MI IMUM 2 L4 ER OF HARDWOOD BARK. MULCH (UNLESS � � � W I I f OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MUL RING AROU, D EXISTING TREES TO REMAIN, TYPICAL. z O Q a 1 ! V) - w m� 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON T IE PLAN (FOR SINGLE STEM TREES). ALL MUTLI-STEM r IPLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, A BE THE MI 'IMUM SIZE SPECIFIED ON THE PLAN. z J I I ' 22_ ALL STRAPPING MUST BE CUT AWAY AND REMOVED 1 OM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT, Q � r � Ld © J I I UJAPPROXIMATE LOCATION OF AND THE TOP 1 /3 OF THE BURLAP MUST BE REMOVED FROti THE ROOT FALL. � � � -11C) NDERGROUND ELECTRIC I I ' LINE 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH LL APPLICA LE CODES AND ORDINANCES REGARDING j f LANDSCAPING. 0 I I I I ' LOT 1 R, BLOCK TWO 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON I 1 F.S. KAPCHINSKI ALL SEEDED AREAS_ I I f (CALLED 2.616 ACRES) II I ( 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE. EQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL I I ZONED: C-1 BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEE ROWTH. U) I I NOW OR FORMERLY 26, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBL FOR THE WATERING AND THE MAINTENANCE OF ALL I I 1MCCRORY, DON B LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30 DAYS FOLLOWING THE PLANTING OF THE GRASS AND +� I (VOLUME 3783, PAGE 262) SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO T PUBLIC FOR BUSINESS. CLIENT INFORMATION I I CRAIG & CAROL INVESTMENTS, LTD. IRRIGATION NOTES: c/o CRAIG PAUL I I 11713 PARK PLACE I I v COLLEGE STATION, TX 77840 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INST LLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. CRAIG®SYSTEKMAIL.COM THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. PH: (979) 695-9955 VARIABLE WIDTH P.UE. i I IFX. (979) 695-9944 (1834//637) 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A, PRESSURE VACUUM BREAKER, A REDUCED PRESSURE I I I PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BAC FLOW 'DEVICE, AND INSTALLED PER CITY ORDINANCE FILENAME: 0451 LP1A 2394. SCALE: 1 "=10' I I SUBMITTED DATE: 2/1/12 I I 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TEST D UPON INSTALLATION AS PER CITY ORDINANCE 2394. I I � DRAWN BY: R.A.M. i TV AL I I 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE CO RDINATED WITH THE CONTRACTOR AND ALL SLEEVING CHECKED BY: R.A.M. I I N SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDE%ALK WHERE APPLICABLE. FIELD BOOK: N/A PAGES: N/A I I f I 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGA ION PLAN T THE OWNER FOR REVIEW AND APPROVAL. RME CONSULTING ENGINEER I I I THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRI ATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER CLIENT NO. PROJECT NO. I I NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUNT COVER AND MEET ALL INITIAL WATERING NEEDS FOR 22 _ V VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS.451 (� 1 I 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED OR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. I I I I A 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL Afl IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL I I JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT I PROPERLY IRRIGATE THE LANDSCAPING AND GRASS I I I AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJhlpENT TO THE PARKING LOT. SHEET 8 OF 8 N LANDSCAPING NOTES: s< ZONED: C-1 I I ( 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY R .IE CONSULTING ENGINEERS (RME). RME IS NEITHER A \ LOT 1R, BLOCK TWO APPROXIMATE LOCATION OF LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLI.N WAS PREPARED FOR THE SOLE PURPOSE TO MEET NOW OR FORMERLY I I � \ F.S. KAPCHINSKI MCCRORY, DON B 48"0 R.C.P. STORM SEWER I I I THE CITY OF COLLEGE STATION (CoCS)- UNIFIED DEVELOPM NT ORDINANCE AND OBTAIN -DEVELOPMENT PERMITS. �- I (CALLED 2.616 ACRES) (VOLUME 3783, PAGE 262) ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED T THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL, I I P 7607 EASTMARK DR., STE. 252 <77840 I APPROXIMATE LOCATION OF I I NORTH 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR VERIFICA ON OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 2" ATMOS GAS LINE APPROXIMATE LOCATION OF 1 /2" I.R.F. � � 4 48"0 R.C.P. STORM SEWER ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN ND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842 I ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMEN 5 OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED EMAIL: civil@rmen&eer.com 1/2" I.R. �. APPROXIMATE LOCATION OF PLANTER BED PRIOR TO PLANTING. • UNDERGROUDN ELECTRIC ` APPROXIMATE LOCATION OF 5 -TEXAS SAGE "GREENCLOUC OFFICE - (979) 764-0704 S 21 ' PROVIDE TREE LINE I 8" PUBLIC SANITARY / FAX - (979)764-0704 PROTECTION AROUND --- SEWER LINE (5 GALLON) @ 4 O.C. 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVt11 DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL " � �' � � - ` / TEXAS FIRM REGISTRATION Na. F-46 5 r ' - 7 -COMPACT NANDINA GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS A, !D DRAINAG� AREAS, THE PARKING LOT SET BACK, \/\ \/ \��%�/\ \, Vt EXISTING CREPE VARIABLE L___ RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURA CONSTRUCTION. j / / i\; tip' f'�./� - - _ - - - �cP - - - - MYRTLES. __ gTH P_UE_ -~ - -- -__ _ (3 GALLON) @ 3 O.C. '� jl� 10' P.U.E. --�,/`(18334 6 --- -- ---- 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTUR D DURING CONSTRUCTION WILL BE RETURNED TO ITS KERB SURVEYING, LLC ---_ _ -�-* -- ------ as r (279/431) l \ �� - - - - - ` - - - - - - - - - - 1�M•H_ Immiml 20Immol 4Q EXISTING CONDITIONS OR BETTER. 409BRYNORTHTX TEXAS AVENUE CRAP `7803 'AL Y\D'\� - ' - - - - - - - - - cas y s"ss $ss 100 -YR ,L'0 [�l?LAst�& /\/\ \ - - - - - - - - - - - - SAS -= - i ,moi I� SCALE: 1" = 20' 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TI E PROPOSED PARKING ISLANDS PRIGR TG PLACEMENT OFF: (979) 268-3195 FLOOD YZON • AE� �� `/ ` %� �- - _uE- _ _ _uE_ _ _ _ _ -- - - - - - �-= - OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPH LT, LIMESTONE BASE MATERIAL, OR COMPACTED _ \r�r yr ✓�%\% / -UE- - - - - _EXLSTING WOOD --- - - - FAX: (979) 691-8904 (SEE CIVIL TE�.OTE1) `fir f\ _ - ` _UE- _ UE - _ _UE_ -- - -UE- - _ r�a�E - - - - - - cnsl-� O J.B. (� �.r�. STABILIZED EARTH. FEN�287j50 \ '- j \/ .� U� G1' 7`�-�� uE„ s f - / - -- - - - UE- _ _UE_ 1 6- THE CROWN. OF ALL PLANTS. SHALL BE SLIGHTLY HIGHER, AFTER SETTL NG,. THAN. ADJACENT SOIL.. �. �% ✓\/ /\ i�"1 -UE- J.B. I - -UE- - - -UE- - - -uE- - -UE- - - _u P.P I 5/8" I.R. 1 /\f T.P. 0 ( I 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REM VING OR ADDING TOP SOIL, AS NEEDED, FOR THE \✓ , ---_ "' 1 S INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE P --PARED, COVER BEDS. '_'--�.,.. -•-•_. � '� I i� PROPOSED 6 4 f° C.O. >- f� �✓ jE �'"'`' UUBIC ACCE I \�' `y% \! `"\ "� r'✓ ��` -UE- "' - -UE -- - SEME T I 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AN[ GUY WIRES OVERLAPPED. II `/\ r Y . I ( , I FERTILIZER AT THE RATE OF 5 LBS. 00 SQFT. OF BED AREAANIC MATTER; 2" PINE BARK MULCH AND 13-13-13 // \\{ I h� M• W 9'. COVER AREAS TO BE PLANTED WITH 6" APPROVED 0 {U\ I ( V. W. I I 1 ME TIC METER ''(� �• '/'� \�'�;'�/ \%` PROPOSED 12 � � I - -z I I I � � STORM SEWER - I I PRpPOSED 4'x4' I \ '\ �\j\%'\%\ /\ A I. � I 10' P.U:E. w w 1" IRRIGATION _METER 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 p �ii \/\/\ �\/\ j\/� SEE SHEET C1.2A I I I I ELECTRICAL I - \ / - I i (384/346) • (( W,/DOUBLE CHECK VALVE LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR ERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 O ., \ ' \/\r \ice % '�' - l - - - - J EASEMENT \/' 12"�v STORM DRAIN 1 I I I i SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. A P I I \\ I - - - - - I I i 4 -LIVE OAKS (30 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE; OR INSTALLf G TREES AND SHRUBS THAT WILL MEET � \\ I S�STEK CSM �� -� - - - ��' GALLON) @ 25' BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONIN ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MARK DATE DESCRIPTION �'\/\ice -'- PLANTER BED - - - I - SPACING MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FI AL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE W +� I in I I OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHAL E INSTALLED 6 -TEXAS SAGE GREENCLOUD I 1 - SIIORY (MAX. HEIGHT=31 1) W I ?� I ( = APPROXIMATE 5 GALLON @ 4 O.C. { GROSb AREA = 7,084 SQ.F �I ( ) c I LOCATION OF 1$" 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO CCEPTED STANDARDS ESTABLISHED BY THE AMERICAN �"�(, \I",\ I �3�IRLETE \ - - 11 -COMPACT NANDINA I I C _ _ =" DIP PUBLIC WATER ASSOCIATION OF NURSERYMAN. %�/ '�� V I (3 GALLON) @ 3' O.C. I I i I I I I LINE \\ ( I I I _ • j 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MUL IED ttvtMEDIATELY FOLLOWING PLANTING. I�UE FOR \/ �`, \ "\✓ \ ` I\ _ W 1 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL E D TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; I - NEVER CUT EVERGREEN LEADERS. CONSTRUCTION, vrT I i ! - ( - �/ / /�� \\\ ' i I I 6i WALI ! 1 -I -j- j It f �3 I ; 6 VUVALKi 1 ( I `� `O I �/ / /` I �i ATI HIP T FINISHED GRADE, 5 BORN 0 \ j/ ` \! \/ ® ® - I ( � _ ( 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE S, E REL ON 0 IN SHED D , A T '3/1 `11 �' APPROXIMATE PREVIOUS GRADE AND GROWING CONDITIONS. 1 -BAY FRONT LOADING DUMP / `^�� \ ' - I I CJ LOCATION OF 8" PVC y „�, \� _. PAD w/8' HIGH SCREENING WALL' �� ��;r '` �/ `� �/� 11 ( I 1 PUBLIC WATER LINE 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL B SCARIFIED PRIOR TO BACKFILLING. 17 (MATCH FACADE OF BUILDING) & .r`\/\rte 17, THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING ' iNDERGRUUND UTILITIES PRIOR TO PLANT INSTALLATION 2-6' PANEL STEEL GATES -SEE i\.r\/� \i'\i�%\/\ L- - - - _ - - - - PLANTER BED - - ( I T - \ /\/\/\/\ AND SHALL BE RESPONSIBLE FOR. ANY DAMAGES _DUE. TO_ LA SCAPE. OPERATIONS_. CIVIL SITE NOTE #6 }��/�\� /' 5 -TEXAS SAGE "GREENCLOUD" I o m (5 GALLON} @ 4' O.G. d.� 1 18, TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACT)R AND USE FOR BACKFILLING ALL PITS FOR PLANTS. / \ I i.L ` � / ly / �•�' > w ( AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE 3 / / \/ o 24' PRIVATE CROSS 1.3 -COMPACT NAND.IN.A O ARTS GOOD !GARDEN SOIL, 1 2 PART BED MIX, 1 2 \ / o ACCESS EASEMENT ' 4 I PART MANURE OR BONE MEAL, AND ONE 1 POUND LIME PE CUBIC YARD. (3 GALLON) @ 3 O.C. I I I ( ) /\/\ ,/' /, `�r �. (9917/126) }} DETENTION ��• R OD "aR1ABLE� : FACILITY �� I AP XI TE LOCATION OF \ H DRAMN%UrE� i I. 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDI TI N F R ONE (1) YEAR AFTER ACCEPTANCE BY \ m I 1 THE OWNER AND THE CITY OF COLLEGE STATION. EASEVI ^T � / I I 24" C P STORM SEWER \ V\ \ % r \:! / • . • - I I I m 20. ALL PLANT MATERIAL SHALL BE MULCHED' WITH A Mitt UM 2" LATER OF HARDWOOD BARK MULCH (UNLESS I I I OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' `DIAMETER MULCI RING AROUND EXISTING TREES TO REMAIN, TYPICALva: i W I 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON TI -PLAN (FOR SINGLE STEM TREES). ALL MUTLI-STEM \ 24.3?'Se1� W - 318.23' I I G T PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AN BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. 5/8" I.R.F. TRANSPLANT EXISTING _ r r. e �.. -- _ _ _ _-. 22.__. ALL STRAPPING MUST BE CU AWAY -.AND REMOVED FOM ROOT B LL- PRIOR TO_BA.CKFIL�IN-I'L,.NT1N _PIT LIVE OAK & CREPE 1/2 LR.F. I AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM THE ROOT BALL. LOT 18-20, BLOCK FOUR \ MYRTLE TO NEW BUFFER WALL - CENTER i ILl REDMOND TERRACE LOT 9, BLOCK Two OF WALL LOCATED 5' OFF I ( G.V.? _0 \ ISLANDS (RESPECTIVELY) ( 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH 'LL APPLICABLE CODES AND ORDINANCES REGARDING (CALLED 2.714 ACRES) \ F.S. KAPCHINSK! PROPERTY LINE I I I I LANDSCAPING. (CALLED 0.298 ACRES) ( I U) VARIABLE WIDTH I ` ZONED: R-1 \ RAINAGE EASEMENT ZONED: R-1 BUFFER YARD 3,396 SQ.FT. NOT INCLUDED IN AIMATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRA TOR TO ES BLISH A HEALTHY STAND OF GRASS ON NOW -OR FORMERLY (268/785) ( 4" IvfD GAS LINE ALL SEEDED AREAS. NOW OR FORMERLY LANDSCAPE CALCULATIONS) ) I S LIPINSKI HOLDINGS, LLC WATSON, WILLIE V 5 -LIVE OAKS (30 GALLON) @ 40' O.C. I I C 1 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE R QUIRED THE LANDSCAPE CONTRACTOR SHALL INSTALL (VOLUME 3783, PAGE 262) (VOLUME 3783, PAGE 252) BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED OWTH. \ 6 -CREPE MYRTLE (BASHAM S PINK) @ 40 O.C. I I I : w W 5 -CREPE MYRTLE (co COUNTRY RED) @ 40f D.C, r I I z I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLEFOR THE W�`TERING AND THE MAINTENANCE OF ALL _ - I + I I LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND X Y ar SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO TH PUBLIC FOR BUSINESS. Z W Z 0 ab -) CALL BEFORE YOU DIG IRRIGATION {DOTES: z \ TEXAS ONE CALL SYSTEM � � J 0 1-800-245-4545 LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS PLANTS NAME NAME EACH TOTAL 9 2.1" TO 3.4" QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 30 GALLON 25' MIN. SPACING 150 1350 CALIPER ,Q 11p�` 6 >1.25" CALIPER LAGERSTROEMIA CREPE MYRTLE ORNAMENTAL NON -CANOPY 25 GALLON (COUNTRY RED) 40 240 (MULTI. -TRUNK) INDICA TREE 2.1" TO 3.4" LAGERSTROEMIA CREPE (TREE FORM) 25 GALLON 16 CALIPER INDICA MYRTLE CANOPY (BASHAM'S PINK) 150 2400 FAURIEI TREE LEUCOPHYLUM GREENCLOUD 3' SPACING a�. 16 5 GALLON FRUTESCENS "GREENCLOUD" TEXAS SHRUB (18" HEIGHT) 10 160 SAGE NANDIRA COMPACT 3' SPACING 31 3 -GALLON DOMESTICA "COMPACTA" NANDINA -SHRUB (18" HEIGHT) 1-0 310 • 9 2.1" TO 3.4" ULMUS PARVIFOLIA LAGEBARK CANOPY 30 GALLON BUFFER CALIPER SEMPERVIROUS ELM TREE 25 MIN. SPACING YARD >1.25" CALIPER LAGERSTROEMIA CREPE ORNAMENTAL NON -CANOPY 25 GALLON BUFFER 6 (MULTI -TRUNK) INDICA MYRTLE (COUNTRY RED) 2.1 TO 3.4" LAGERSTROEMI CREPE (TREE FORM) 25 GALLON BUFFER 16 CALIPER INDICA MYRTLE CANOPY (BASHAM'S PINK) 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTA LED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. d CL Uj (AT LEAST i2 HOURS PRIOR TO DIGGING} 4' OR 6' WARNING!'.: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSU " INCE OF GoC"-CERTIFICATION OF OCCUPANCY. W � � Ii PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE POR ALL DAMAGES AS SPECIFIED ON PLANS TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. = i I 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER k PRESSURE VACUUM BREAKER, A REDUCED PRESSURE Q� H PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 0 0 2394. t ? p �, rc� 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTE UPON INST ILLATION AS PER CITY ORDINANCE 2394. W O 1 /t3 x4 STEEL EDGE, COLOR SPECIFIED BY -OWNER '� 4. w `� a PINE BARK -MULCH -O z 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COO DINATED WI' H THE CONTRACTOR AND ALL SLEEVING m (OPTIONAL, EXCEPT AT 2- THICK (MIN.) i W H CURBS & SIDEWALKS) sem, v SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEW' LK WHERE AI PLiGABLE. Z 1� a 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGA N PLAN TO THE OWNER FOR- REVIEW AND APPROVAL. ",� 1 _I c w' FINISH THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER J �° Q � GRADE NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR J Z EXISTING TREE VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. -_ �_ __ 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED F R PUBLIC AND PRIVATE UTILITIES AND ��' ��� NEW TOPSOIL >.� IRRIGATION AS DIRECTED BY THE DEVELOPER. Z 6- THICK (MIN.) �I 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT TG MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT T' PROPERLY IRRIGATE THE LANDSCAPING AND GRASS W N AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJA : NT TO THE PARKING LOT. (- SHRUB PLANTING,, N.T.S. ` ca,j f�� TREE PLANTING NOTES: ° a V ) SYMBOL & LINE LEGEND CLIENT INFORMATION 1. STAKE ABOVE .FIRST BRANCHES OR 1,� � � � CRAIG & CAROL INVESTMENTS, LTD. AS NECESSARY TO PREVENT SLIPPING �W' 0 POWER POLE c/o CRAIG PAUL OF RUBBER HOSES. RADIUS E ALS /j� LIGHT POLE 11713 PARK PLACE 2. PLANT SO THAT TOP OF ROOT BALL 1' PER CALIPERINCH / COLLEGE STATION, TX 77840 IS EVEN WITH THE FINISHED GRADE. (MINIMUM) BARRICADING FENCE SHALL � GUY WIRE ANCHOR CRAIG®SYSTEKMAIC.COM 12 GAUGE GALVANIZED BE MAINTAIN THROUGHOUT lmwv WATER VALVE PH• (979) 695-9955 FAURIEI TREE YARD THE COMPLETE DURATION OF WIRE ENCASED IN 1"0 CONSTRUCTION LANDSCAPING REQUIREMENTS RUBBER -HOSE SITE AREAMETHOD: FRONTAL TREES: " " EXISTING GROUND WITHIN E E " METAL T POST BARRICADE TO BE SITE AREA=1.112 acres or 48,439 sqft. PARK PLACE - LOCAL STREET @ 32 SPC: 6 METAL T" POSTS ® 8' O.C. (MAX.) UNDISTURBED FLOODPLAIN REMOVAL AREA=6,801 sqft. 127 L.F. FRONTAGE/32 = 4 TREES (MINIMUM OF 3) 3 BALL DIAMETER REQUIRED = 4 TREES (5' MIN) BUFFER AREA=3,396 sgft. PINE BARK MULCH , 38,242 sgft. @ 30 pnts./1000 sgft.: PROVIDED = 4 TREES 2- THICK (MIN.) (38,242/1000 x 30) = 1,147 pnts. (4 CANOPY & 0 NON -CANOPY) 00 ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS: PARK PLACE (127 LF. - 65 L.F. Visiblity Triangle) 50% CANOPY TREES: (1,519 x 507.) = 760 Ants. t _ i '��� 300 pnts./50 L.F. of frontage: REQUIRED = 760 pnts. NEW TOPSOIL PROVIDED = 3,750 pnts. w/FERTIUZER (300 x 62/50) - 372 pnts. p 8 DEEP (MIN.) TOTAL LANDSCAPE POINTS REQUIRED = 1,519 pets. _EXISTING TREE PROTECTION TOTAL LANDSCAPE POINTS PROVIDED = 4,460 pnts. TREE FLAWING .N.TS. N.T.S. ®wm WATER METER Fig:: (979) 695-9944 ®EM ELECTRICAL TRANSFORMER ®GAA GAS METER FILENAME: 0335LPlA SCALE: 1"=20' Mtn MANHOLE SUBMITTED DATE: 2/l/12,3/19/12 OC•Q• CLEANOUT DRAWN BY: R.A.M. �FH FIRE HYDRANT CHECKED BY: R.A.M. 07P TELEPHONE PEDESTAL ❑ AI AREA INLET FIELD BOOK: N/A PAGES: NFA o JUNCTION BOX RME CONSULTING ENGINEERS 6c4A1- AREA LIGHT (GROUND) CLIENT N0. PROJECTN0 a PB FIXED PIPE BOLLARD 225- 0`1' AA1 o CURB INLET - - BUILDING SETBACK LINE ------ PROPERTY LINE ------ EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT I �g SHEET OF 8 "'J 1/2" LRS ,_, S 21' \ 1/2" I.R.F. GRAP' 100 -YR FLOOD' (SEE CIVIL r IT[-IUAL 4 wtUL PAINTED STRIPING ME- 11 � Z 0 \\ V'41 \ � L 1 -BAY FRONT LOADING DUMPSTER PAD w/8' HIGH SCREENING WALL v (MATCH FACADE' OF BUILDING) &� 2-6' PANEL STEEL GATES - SEE; CIVIL SITE NOTE J6 (D LOT 1R. BLOCK TWO PlAN F.S. KAPCHINSKI uj w (CALLED 2.616 ACRES) Lli NORTH W 1 �---cn _ I ZONED.: C-1 2 0 �0 NOW OR FORMERLY V) m �'j % EAREA LOPME T MCCRORY, DON B I w L, (9,648 SQ.FT.) -- , (VOLUME 3783, PAGE 262) w ORIGINAL PHASE ONE - - - --- --- __ _ _ _ 0 20 40 BOUNDARY LINE CABLE/TV VARIABLE WIDTH P.UE. - - PEDESTAL (1834/637} 10' P.U.C. 4� M H SCriliE: y" = 20' L.P. 5/8" I.R.F. � 34 o o 23.00' 1 LO / L0 A.I. 21, x x cn p O - Y _ IF7 SQ.FT. 0-- I I • IL- -� (279/431) EXISTING WOOD _ FENCE I O J B v S 21047'47" E_ - 297.51' 10' P.U.E. - J.B. - 7 (384/346) P.P. J.B. X5/8" I.R.F. -- --- ��i .7-5' BLDG. SETBACK rg, C. 0. -J C.O. -__ 22 I E.M. ( Y P.P. I I I I < W.M Ln D. C. V- w I I W r l co I I I TRANSFORMER ( 1� W.M n I 24.00 I -I- -I- - - - - -13 i I PAD I I- � O P.P. If I ; SYSTE--K- OMPUTING ----_' � - -� U <� _39: Z) i_ I 1 - STORY (MAX. HEIGHT=35'6") I a �, r J 1 ILL ( ( GROSS ARTA = 7,084 SQ.FT. I �' 0 3 IFC CONSTNUCTION TYPEI = IIB ) i s' = Q 0 Uz I I I I I ± M 0<I I I I I t� < V a cD� 16 iG' I I I I �- v 4 I ; 6i WALK I I i ( I I' l b1 aLK I 7i I ; .: I _ N 1 REG. SPC (9'x18') 1 2 H/,-=142. 0' 348 SQ 672 .FT. SQ.FT. - 1 / 15 v o_ PROVIDE 12'-0" MINIMUM \ DETENTION 0 FIRE LANE FIRE LANE ' CLEARANCE (BOTH DIRECTION) IN FACILITY THE INTERIOR OF THE DUMPSTER I 6" CONCRETE 24' doss PAD -SEE DETAIL SHEET C2.1 -, W f�. PAVING FIRE LANE CCESS EASE •E T X .. SIGN a m `� FIRE LANE FIRE LANE i 0)_ • -� N 7.5' BLDG. SETBACK N 24'37'56" W - 318.23' FIRE LANE fA STRIPING LOT 18-20, BLOCK FOUR REDMOND TERRACE LOT 9, BLOCK TWO (CALLED 2.714 ACRES) \ VARIABLE WIDTH F.S. KAPCHINSKI DRAINAGE EASEMENT (CALLED 0.298 ACRES) ZONED: R-1 \ (268/795)f(„ O• IVA, ZONED: R-1 ��!7 NOW OR FORMERLY \ S LIPINSKI HOLDINGS, LLC NOW OR FORMERLY (VOLUME _783, PAGE 262) \ WATSON, WILLIE V \ \ (VOLUME 3783, PAGE 262) CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008. 2- 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 CALL BEFOWE YOU DIG 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS L 17 l�J 1 y 1Jlt�I SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED TEXAS ONE CALL SYSTEM APPEARANCE. 1-800-245-4545 3. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED (AT IEAST 72 IIOIIRS PRIOR TO DIGGING) CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL I9ARNING!!: TILE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES CONCRETE COLORS ARE NOT PERMITTED. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAl%AGES 4. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. TO EXISTING UTILITIES DUE TO ,ANY CONSTRUCTION ACTIVITY, 5. 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. 6. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. CURB NOTE: EXPANSION JOINTS TO 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 59% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. BE PLACED AT 60' INTERVALS AND R 6" AT ALL RADIUS POINTS, P.C.'S, P.T.'s. 8• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL CONSTRUCTION JOINTS SHALL BE LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS PLACED AT 20' INTERVALS. NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 9. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, 3" DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. C1410. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER p ° ° A DRAINAGE STUDY, PREPARED BY THIS OFFICE, DETENTION WILL BE REQUIRED. 11. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED 3+) r DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO PAVEMENT FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT REINFORCEMENT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. _ #4 BARS 13. THIS FACILITY IS A MULTI -TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED TYPE IA - MONOLITHIC FOR INTENSE USES IS 1,771 SQ.FT. (7,084 SQ.FT. x 257.). 14. MAINTENANCE RESPONSIBILITY OF THE 24' PRIVATE ACCESS DRIVE, LOCATED IN THE PRIVATE CROSS ACCESS CONCRETECURB & BUTTER EASEMENT, SHALL BE THE PROPERTY OWNER OF F.S. KAPCHINSKI - LOT 6R1, BLOCK TWO. N.T.S. 15. THE PURPOSE OF PHASE TWO DEVELOPMENT IS TO EXPAND THE EXISTING PARKING LOT FROM A TOTAL OF 31 PARKING SPACES TO A NEW TOTAL OF 41 PARKING SPACES. BUFFER WALL t, w'-- 2zW Er u,otn <,n LL m1=w 0 LL:0 O -��vow (} v�N��ec1 dViti"n�1� ��i'V�er�fi f PVL,u cUwwwao6i' "�ti+' ho -o" a/I,e . * ftank WC kv eteCAricat +a,nsi'ame( � AcNA ✓loa.e nc_fddr� Yv-,i cruo.e6sl"W) i-�rto �l�Cwa� � e�v�sl�rUc�✓� �10�'�+�Iv�.�� 1M -e. u�aN-R1oocl�lG�v� ��de, T�. N.T.S. CITY OF o� f COLLE / STA5& F.S. KA CHINSILI: POWER POLE LOT 6R SUCK TWO 1713 Pj , RK Pb CE COLLEC ST�TI N, TX SYMBOL & LINE LEGEND f6 POWER POLE LIGHT POLE KAPCHINSKI GUY WIRE ANCHOR Mil GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER ®DCV DOUBLE CHECK VALVE mEv ELECTRIC VALVE ®eV BALL VALVE ®E+ ELECTRICAL TRANSFORMER ®GM GAS METER OMH MANHOLE OC -0. CLEANOUT 4FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL IN Al AREA INLET Epe JUNCTION BOX o _CURB INLET a PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE n 7607 EASTMARK DR., ST'E. 252 <77t ?OST OFFICE SOX 9253 "OLLEGE STATION, TEXAS 77842 EMAIL: civil@)rmengineencom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION V/0_fl Z x W z F_ tu Ld Z Z o . CL ���r''��yy Y Q w _jV V) F_ ~ w w z �O Q I rq �Ir0 � o Q J In O M W U z w m ui �r_j -� C.0u o �0 �w O =-� J ZD 0 Ld U) �n ( V tn� CLIENT INFORMATION i CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAIL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 4451 SP1A SCALE: 1 "=20' SUBMITTED DATE: 2/1/12 DRAWN BY: R.A.M. CIILCKLD BY: R.A.M. FIELD BOOK: N/A I PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO°I 225 - 04.51 i SHEET 4 OF 8 PROPERTY INFORMATION F. KAPCHINSKI LO1� 6R1, BLOCK TWO (VOL. ----- PG.-) (1.113 ACRES or 48,504 SQ.FT.) ZONED: C-1 NOW OR FORMERLY CRAI & CAROL INVESTMENTS LTD (VOL. 9015/10462, PG. 16/218) PLAN OT S: 1. RE ER TO SHEET C0.1 FOR SITE, PARKING, AND MI ELLANEO S CONSTRUCTION NOTES. 2. REI ER TO SHEET C2.1 FOR SITE, PARKING, AND MISCELLANEOUS DETAILS. I 3: UN ESS OTHE WISE - NOTED ALL ;RADIUS ARE 4.0' ALC qG THE BACK OF CURB. PARKING REQUIREMENTS: ORDINA E: OFFICE' - 1 SPC/250 SQ.FT. REQUIRE : OFFICE'. (7,084 / 250) = 28.3 SPACES TOTAL REQUIRED. = 29 SPACES PROVIDE : REGULNR = 139 PACES H/C 2 SPI^CE TOTAL = 41 ISPACES ISLAND F UIRMENITS: SHOWN AT INTERIOR END THE SQURE-FOOTAGE ISLANDS NCLUDIE THE REQUIRED AREA, AND EXTRA, FOR SINGE ORDO�BLE END ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN LOW. INTERI R PARKIN = 34 SPACES REQ'D MT. ISLAND REA=(34/15x180)=408 SQ.FT. PROVICED INTERI R ISLAND AREA = 420 SQ.FT. n 7607 EASTMARK DR., ST'E. 252 <77t ?OST OFFICE SOX 9253 "OLLEGE STATION, TEXAS 77842 EMAIL: civil@)rmengineencom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION V/0_fl Z x W z F_ tu Ld Z Z o . CL ���r''��yy Y Q w _jV V) F_ ~ w w z �O Q I rq �Ir0 � o Q J In O M W U z w m ui �r_j -� C.0u o �0 �w O =-� J ZD 0 Ld U) �n ( V tn� CLIENT INFORMATION i CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAIL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 4451 SP1A SCALE: 1 "=20' SUBMITTED DATE: 2/1/12 DRAWN BY: R.A.M. CIILCKLD BY: R.A.M. FIELD BOOK: N/A I PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO°I 225 - 04.51 i SHEET 4 OF 8 P11AN NORTH 0 20 SCALE: 1" = 10' LOT 18-20, BLOCK FOUF REDMOND TERRACE (CALLED 2.714 ACRES) 1M � s .�-� ? . -bb 000, s s / f ZONED: R-1 1-0AY FRONT LOADING DUMPSTER NOW OR FORMERLY PAD W/8' HIGHSCREENING WALL S LIPINSKI HOLDINGS, LLC 0 (MATCH FACADE, OF BUILDING) & (VOLUME 3783, PAGE 262) 2-6' PANEL STEEL GATES - SEE 5/8" I.R.F. CIVIL SITE NOTE #6 i i i i i i - - 0 ,. Awl f ` DETENTION �\ FACILITY dope 1 \ RA 7 I LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY r WATSON, WILLIE V (VOLUME 3783, PAGE 262) 3 1 EXISTING BUFFER YARD 0 PLANTINGS - NOT INCLUDED IN LANDSCAPE CALCULATIONS ff IM I ON 0 i 33 36 o; VARIABLE WIDTH DRAINAGE EASEMENT \% (268 x'795) �� ���$/"`'�\ . !, \ �� ORIGINAL PHASE ONE BOUNDARY LINE (9,648 SQ.FT -.0p, T 1/2" I.R.F. PLAN NOTES: 409 NORTH LANDSCAPE SCHEDULE MISCELLANEOUS CONSTRUCTION NOTES. SYMBOL NO. OF SIZE BOTANICAL COMMON POINTS POINTS TYPE NOTES PLANTS NAME NAME EACH TOTAL ++++ 2 2.1" TO 3.4" TAXODIUM DISTICHUM BALD CYPRESS CANOPY TREE 30 GALLON 25' MIN. SPACING 150 300 CALIPER �[,� K.T 12 (MULTI -TRUNK) LAGERSTROEMIA INDICA CREPE MYRTLE ORNAMENTAL NON CANOPY 15 GALLON (COUNTRY RED) 40 480 TREE LANDSCAPING REQUIREMENTS SITE AREA METHOD: CANOPY REQUIREMENTS: SITE AREA=0.221 acres or 9,648 sqft. -A=4,944 50% CANOPY TREES: (1,513 x 507.) = 686 pnts. FLOODPLAIN REMOVAL ARE sqft. REQUIRED = 757 pots. 4,704 sqft. @ 30 pnts./1000 sqft.: ORIGINAL PROVIDED = 750 pnts, (4,704/1000 x 30) = 141 pnts. NEW TOTAL PROVIDED = 1,050 pnts. ORIGINAL LANDSCAPE POINTS REQUIRED = 1,372 puts. NEW TOTAL LANDSCAPE POINTS REQUIRED = =1,513._-pnts. ORIGINAL LANDSCAPE POINTS PROVIDED = 1,580 pnts. NEW TOTAL LANDSCAPE POINTS PROVIDED = 2,360 pnts. P11AN NORTH 0 20 SCALE: 1" = 10' LOT 18-20, BLOCK FOUF REDMOND TERRACE (CALLED 2.714 ACRES) 1M � s .�-� ? . -bb 000, s s / f ZONED: R-1 1-0AY FRONT LOADING DUMPSTER NOW OR FORMERLY PAD W/8' HIGHSCREENING WALL S LIPINSKI HOLDINGS, LLC 0 (MATCH FACADE, OF BUILDING) & (VOLUME 3783, PAGE 262) 2-6' PANEL STEEL GATES - SEE 5/8" I.R.F. CIVIL SITE NOTE #6 i i i i i i - - 0 ,. Awl f ` DETENTION �\ FACILITY dope 1 \ RA 7 I LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY r WATSON, WILLIE V (VOLUME 3783, PAGE 262) 3 1 EXISTING BUFFER YARD 0 PLANTINGS - NOT INCLUDED IN LANDSCAPE CALCULATIONS ff IM I ON 0 i 33 36 o; VARIABLE WIDTH DRAINAGE EASEMENT \% (268 x'795) �� ���$/"`'�\ . !, \ �� ORIGINAL PHASE ONE BOUNDARY LINE (9,648 SQ.FT -.0p, T 1/2" I.R.F. PLAN NOTES: 409 NORTH 1. REFER TO SHEET CO.1 FOR MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C1.0 FOR ADDITIONAL SEEDING AND SODDING REQUIREMENTS. LANDSCAPE LEGEND a(II­ I�'III! SOLID SOD AREAS (TIF 419 BERMUDA) ++++ COMMON BERMUDA SEEDED AREAS CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 GIT LEAST 72 HOURS PRIOR TO DIGGING) P•U•E IiARNINGI?: THE CONTRAUFOR IS TO LOCATE ANY AND ,ILL UT'ILI'TIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOP. ILL D,ULiGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ,ACTIVITY. POWER POLE LIGHT POLE GUY WIRE ANCHOR WATER VALVE WATER METER ELECTRICAL TRANSFORMER GAS METER MANHOLE CLEANOUT FIRE HYDRANT TELEPHONE PEDESTAL AREA INLET JUNCTION BOX AREA LIGHT (GROUND) FIXED PIPE BOLLARD CURB INLET BUILDING SETBACK LINE PROPERTY LINE EASEMENT LINE PUBLIC UTILITY EASEMENT 7607 EASTMARK DR., STE. 252 <77840 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(,rmeugineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4 95 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY FOE CONSUL -n 1G ENGINEERS (RME). RME IS NEITHER A ;< ��J LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLS N WAS PREAIRED FOR THE SOLE PURPOSE TO MEET `I' THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. OD ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED T THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR s I j io REVIEW AND APPROVAL. MARK DATE DESCRIPTION2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE P ANT LIST SHALL BE BROUGHT TO THE (j/® I I i • ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMEF. S OR UAN ITY ADJUSTMENTS MUST BE AUTHORIZED COMPLETI / PRIOR TO PLANTING. ' E I / 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVI'TG, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL I I GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND' DR, (NAGE AREAS, THE PARKING LOT SET BACK, I j , RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURINGCONSTRUCTION. Nu I I 1J 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTUR ' ED UUF I I � IhJG CPJ WILL BE RETURNED TO ITS I I EXISTING CONDITIONS OR BETTER. 2111 1 I j 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM 1 E PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT --- I OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASP IALT, LIMESTONE BASE MATERIAL, OR COMPACTED I I STABILIZED EARTH. �i I 6. IHE CROWN OF ALL PLAN IS SHALL BE SLIGH ILY HIGHER AF ILR SEI I ING, IHAN ADJACEN I SOIL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REN VINE OR ADDING TOP SOIL, AS NEEDED, FOR THE pj INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE P EPAREDi GR UND COVER BEDS. 5 I Za(- 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE ANi GUY WIRES OVERLAPPED. I I ! 9. COVER. AREAS TO BE PLANTED WITH 6" APPROVED O ANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SOFT. OF BED ARE),. I I I I 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOC, SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 5/8 LR.FI j LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/R E GRASS MIX (2 LBS/5 LBS. PER 1,000 1 I I SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. f� I PUE. 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET (2 9 10' .,/1:31 BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINAI,,ICE COMPLIANCE. FAILURE TO INSTALL PLANT )I �j t I --� n f I - MATERIAL PEP. THIS PLAN WILL JEOF'ARDI E---jSSUANCE OF IF 'JAL CEF�TIFIC� TE OF OCCUPANCY. PRIOR TO--IJJUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL 13E INSTALLED: z'' A.I. i I , I 0 I I I 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. V f 12"0 STORM DRAIN LINE , -lo - I J I b J- 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MUL HED IMMEDIATELY FOLLOWING PLANTING. 10' P.U.E. L.P. I I i (384/346) I I 1 14. PRUNING: THIN BRANCHES AND FOLIAGENOT ALL D TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; NEVER CUT EVERGREEN LEADERS. FOLIAGE( / x i ' I 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO W I I I PREVIOUS GRADE AND GROWING CONDITIONS. X Y Q i TRANSPLANT EXISTING 3 -CREPE MYRTLES TO NEW PARKING ISLAND ,-APPROXIMATE LOCATION 12"0 PVC STORM DRAIN \\ 24' PRIVATE CROSS ACCESS EASEMENT 6" CONCRETE PAVING I ^ I I I 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL B SCARIFIED RIOR TO BACKFILLING. z '� c N 1 I I J 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING NDERG OUND UTILITIES PRIOR TO PLANT INSTALLATION !� 9 ► IAND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LAC DSCAPE iOPERATIONS. Z z < z c I ``�APROXIMATE LOCATION OF Q J 0 O w m I I 8"0 R.C.P. STORM SEWER 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRAC R AND USED FOR BACKFILLING ALL PITS FOR PLANTS. J d U + I J AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) AR IS �OOD GARDEN SOIL, 1/2' PART BED MIX, 1/2 CL� �'� PART MANURE OR BONE MEAL, AND ONE (1) POUND LIME PE CUHIC YARD. _ "'G� I O C: j I , 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTFI`I CONDITION FOR ONE (1) YEAR AFTER .ACCEPTANCE BY 0 ■ 4 � � 1� O \ THE OWNER AND THE CITY OF COLLEGE STATION. 0 �_ . .-- APPROXIMATE LOCATION OF N I I I 2" �TMOS GAS LINE j /� Y �Z EXISTING LANDSCAPING 1 I ( 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MI MUM 2 LAYER OF HARDWOOD BARK MULCH (UNLESS 0 W ;O TO REMAIN r: OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. C)W J V I I I ! co 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON T1 E PLAN(FOR SINGLE STEM TREES). ALL MUTLI-STEM t= w) I I I PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AN BE THE MINIMUM SIZE SPECIFIED ON THE PLAN.D coQf Li 1 I I 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED F OM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT, C J APPROXIMATE LOCATION OF AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM THE ROOT B' LL.-� 10 I I I �-UNDERGROUND ELECTRIC U I LINE23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH! LL APFLICA13LE CODES AND ORDINANCES REGARDING ! � } m I I LANDSCAPING. d..d LOT 1R, BLOCK TWO 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTR TOR TO ES ABLISH A HEALTHY STAND OF GRASS ON Y CnF.S. KAPCHINSKI ALL SEEDED AREAS. , = a I' _ {CALLED 2.616 ACRES) - o ■ . f m , , I 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE QUIRED, TH LANDSCAPE CONTRACTOR SHALL INSTALL ZONED: C-1 BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED TROWTH. 1 I I I NOW OR FORMERLY 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLII FOR TL WATERING AND THE MAINTENANCE OF ALL s 1 I ( MCCRORY, DON B LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND V i Jm I ! 1 EXISTING LANDSCAPING ' I TO REMAIN m I I I I I c I I \ + I \ I CABLE,}AL 1 I PEDES AL I I I � I I 1 i m EXISTING LANDSCAPING I ! TO REMAIN i I IT-------� I _UME 3-1783, PAGE 262) SHRUBS, OR (ii) THE DATE THIN THE FACILITY OPENS TO TH : PUBLIC FOR BUSINESS. CLIENT INFORMATION CRAIG &c CAROL INVESTMENTS, LTD. IRRIGATION NOTES: c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE MSJ LED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. CRAIG®SYSTEKMAIL.COM VARIABLE WIDTH P.UE. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISS NCE OF CoCS-CERTIFICATION OF OCCUPANCY. PH: (979) 695-9955 J ' FX. (979) 69r- (1834/637)-994-4 I 1 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE + PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACI FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE Ij 2394. FILENAME: 0451LPlA SCALE: 1"=10' SUBMITTED DATE: 2/1/12 J 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TEST UPON INSTALLATION AS PER CITY ORDINANCE 2394. DRAWN BY: R.A.M. I 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE CO DIIIIATED WITH THE CONTRACTOR AND ALL SLEEVING CHECKED BY: R.A.M. SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SID LK WHERE APPLICABLE. FIELD BOOK: N/A PAGES: N/A 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGA- ON PLAN TO THE OWNER FOR REVIEW AND APPROVAL. RME CONSULTING ENGINEERS1 THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRI TION SYSTEO WILL SUFFICIENTLY SUPPLY ALL WATER CLIENT NO. PROJECT N . NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUNE COVER AND MEET ALL INITIAL WATERING NEEDS FOR l.T VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. >�„J - - 51 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED F R PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. j 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL A IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL Lim I L JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT ;T PROPERLY 1IRRIGATE THE LANDSCAPING AND GRASS 1 AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJA ENT TO THE PARKING LOT. SHEET 8 OF 8 t I LANDSCAPING NOTES: I ZONED: C-1 LOT 1R, BLOCK TWO APPROXIMATE LOCATION OF I t 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY Rt,E CONSULTING ENGINEERS (RME). RME IS NEITHER NOW OR FORMERLY LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PL d WAS PREPARED FOR THE SOLE PURPOSE TO MEE F.S. KAPCHINSKI 48'0 R.C.P. STORM SEWER 1 I i MCCRORY DON B THE CITY OF COLLEGE STATION CoCS UNIFIED DEVELOPM NT ORDINANCE AND OBTAIN DEVELOPMENT PERMIT: (CALLED 2.616 ACRES) VOLUME 3783 PAGE 262 (I I ( ) I ( , ) I ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED THE CoCS DEVELOPMENT SERVICES DEPARTMENT FC ' I I PLAl"'� REVIEW AND APPROVAL. APPROXIMATE LOCATION OF 2" ATMOS GAS LINE APPROXIMATE LOCATION OF I I l�TORT 2- THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR VERIFLCAI ON OF QUANTITIES IN THE PLANT LIS r 1/2 LR.F. j ( 48"0 R.C.P. STORM SEWER ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN ND THE PLANT LIST SHALL BE BROUGHT TO TH 1/2" I.R. APPROXIMATE LOCATION OF I PLANTER BED ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMEN OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZE » UNDERGROUDN ELECTRIC PRIOR TO PLANTING. S 2 _ f APPROXIMATE LOCATION OF � PROVIDE TREE' LINE 5 -TEXAS SAGE GREENCLOUE ``�' `, ; PROTECTION AROUND -__ -~ -- I s» PUBLIC SANITARY /5 GALLON 4' O.C. % , \ � % \i \ \/�./\��/ __ SEWER LINE C ) 3 100% COVERAGE OF GROUND COVER, DECORATIVE PAVIN , DECORATIVE ROCK (NOT LOOSE), OR A PERENNIA `' EXISTING CREPE VARIABLE 7 -COMPACT NANDINA GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS ARD DRAINAGE AREAS, THE PARKING LOT SET BACt \�\, ;>„ - - - - - - W MYRTLES_ TH P.uE_ "` --- -- 3 GALLON @ 3' O.C. RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURIN CONSTRUCTION. 10' P.U.E. ( } \z - _ - - - - -L� - - - - i - _ - 1833637)" - AS ___ (279/431) I 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURB D DURING CONSTRUCTION WILL BE RETURNED TO IT \/^ r' y\./\\/\ \,\r �y `"- --- _ --- �_ As-__ I Imo/ 0 20 40 CRAP YLNPPED'\X/\j� \fir`\ ` - _` - - - _ - - - - - - - - - - AAs __ a..ss e..ss M.H. EXISTING CONDITIONS OR BETTER. 100 YR LO DP�AIN &� - - = rrs _ FLOOD / ZON AE) �' ' \' \ - - -vE- - _ _ yl y - - - - - - - mss- - / SCALE: 1" = 20' 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM T PROPOSED PARKING ISLANDS PRIOR TO PLACEMEN SEE CIVIL T>=\ OTEF 1 \ - \ j \ -uE- - _ - - -- ` - - - GAS - _ _ _ OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPH LT, LIMESTONE BASE MATERIAL, OR COMPACTE ( #, )` / \,- \ \/ UE _ EXI,STING WOOD AAs J B - STABILIZED EARTH. �� \7 •°��iU` �.%�\ � `- �- ~ -uE- - _ _uE_ _ _ - u>�- u _____ �-- .EEi�LCE y _ _ _- ._. _._.. - - I -f•- C) _ - - --{ �;jJ.Ls. ?' ; -- - 'l'`4 �9.77n E. I _ -- t % V \ - - - "UE- -UE- �� -UE- i 6_ THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, FTER SETTLI G, THAN ADJACENT SOIL. J.B. I -UE- _ _ _UE_ _ -UE- - _ P.P. ( 1 / r\/\at✓ \. --- - T.P. Co -uE- _ _v 5/8" 1.R.F°� / \ - _ � t I 7. THE CONTRACTOR SHALL BE RESPONSIBI F FOR REM ING OR ADDING TOP SOIL, AS NEEDED, FOR TH V \ \- "� `\- / ��`y' 77 --.. � C' - ` ( PROPO ED 6 4 INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PR PARED GROUND COVER BEDS. X�`/\/\�// \ I 1 I f i �'� 3n- `uE- - - -ue--'UBLIC ACC I 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. ��/\ /\✓ /\ /\�, .I -A. - SA'1gLIr 7 ?ASEME IT t ,�,,, ./`' .i•\•�' \/ YE.M. � I » \ \ /��/� / \ / I I I I (I = 9. COVER AREAS TO BE PLANTED WITH 6 APPROVED OR NIC MATTER 2" PINE BARK MULCH, AND 13-13-1 <,x\ X / �\/ f PROPOSED 12"s� ¢ . - - v. W. MM I I I ®-qw I I ' OME lC METER FERTILIZER AT THE RATE OF 5 LBS./100 SOFT. OF BED AREA. ,.�. STORM SEWER - _ I ( I W „ \ \- �\ A.I. co PROPOSED 4'x4' O "\vim. `/ '` SEE SHEET C1.2A I I I I ELECTRICAL 10' P'U'E' W 1 IRRIGATION METER 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK ODDED, SHA -L BE SEEDED WITH EITHER BERMUDA (384/346) I - 12"0 S R EASEMENT w/DOUBLE CHECK VALVE LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR ERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,00 �• \� �� \\ TO tv1 I DRAIN I ( SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. X I I I ¢ 1 { Ld. %<�, - - - I J t I 4 -LIVE OAKS (30 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE R INSTALLI G TREES AND SHRUBS THAT WILL MEE �� I ' SYSTEf� e�M F'U t GALLON) Com? 251BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING RDINANCE COMPLIANCE. FAILURE TO INSTALL PLAN PLANTER BED - - - - - "GREENCLOUD" , „ II SPACING MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FI L CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCI 6 -TEXAS SAGE GREENCLOUD 1 1 - SIORY (MAX. HEIGHT=31 1) `n I I W OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL B INSTALLED. \\ 5 GALLON C 4' O.C. I = APPROXIMATE /\ %j�\,jb'/D/P\ \x/ �� 1 ( } GROSIS AREA 7,084 SQ.F�.- < LOCATION OF 18" 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO CEPTED ST NDARDS ESTABLISHED BY THE AMERICAI - -r 11 -COMPACT NANDINA I I I I I`FL,�L�� \ \ I (3 GALLON) 3' O.C. 1 ( I I - - A00 I I IDIIIPEPUBLIC WATER ASSOCIATION OF NURSERYMAN. \ 7_177\7/ / \7 / I I I ' " ( I 13, ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCT ED IMMEDIATELY FOLLOWING PLANTING. \X\_,/6,801,\-`SMF/T\/,, \., \\ - j W 14. PRUNING: THIN BRANCHES AND FOLIAGE NOT ALL EI TIPS BY 1/3, RETAINING NORMAL PLANT SHAPE L I I I \ / f 1 1 I 6� WA.11K i ' t i 6 WALK i f 1 C,d a m t NEVER CUT EVERGREEN LEADERS. �� •\ AV ` i I i I I � „t� le \r I =) 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAI IE RELATIONSHIP TO FINISHED GRADE, AS BORN T( 1 .� Q APPROXIMATE PREVIOUS GRADE AND GROWING CONDITIONS. \ ,f' /�'\ '`� �4 I I 0 I i LOCATION OF 8" PVC 1 -BAY FRONT LOADING DUMPS /\/,%'�/\,r� �� ; \/ _ ' PAD w/8' HIGH SCREENING WALL " �j \\\ I N 1 I PUBLIC WATER LINE / .r ',i i < i 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE . CARIFIED PR OR TO BACKFILLING. (MATCH FACADE' OF BUILDING) & \�/` ,%\ti,> 2-6 PANEL STEEL GATES - SEE �\ I-- I 1 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING U1 DERGROUND UTILITIES PRIOR TO PLANT INSTALLATIOt \/ , \ /\ n.�'\�'\ . ,'\� - - - - - - - - PLANTER BED - ac 4 CIVIL SITE NOTE #6 �r v ✓ \!�% \�` » AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LAN CAPE OPERATIONS. �, 5 -TEXAS SAGE GREENCLOUD { 02 1 \ (5 GALLON) @ 4' O.C. I I Q \` �\/\/�,\ \\//� ;�:^ �, } ( 18, TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACT AND USED FOR BACKFILLING ALL PITS FOR PLANTS %\% \f 0 24' PRIVATE CROSS 13 -COMPACT NANDINA 1 = AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) I RTS GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/, \ 2 ✓�.,�/�f \ r \ y I ACCESS EASEMENT (3 GALLON) @ 3' O.C. I I 4 I PART MANURE OR BONE MEAL, AND ONE (1) POUND LIME PER CUBIC YARD. �2 PO EGfVAR(/�BLE rte' DETENTION ..,.,l, �- (9917/126) { AP XII TE LOCATION OF Z� FACILITY ,WD ,1 ANAGEN m M 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY ONDITION FO ONE 1- YEAR AFTER ACCEPTANCE B) -Cp-.� l { { 24" .C1P STORM SEWER THE OWNER AND THE CITY OF COLLEGE STATION. - \ \ '\ r / • o • • e < 1 I I n °o 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINI 'UM 2" LAVE OF HARDWOOD BARK MULCH (UNLES� OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. rt \ \ r\ r\ \ r\ \W 21. MINIMUM TREE SIZE AT PLANTING 15 SPECIFIED ON THF PLAN (FOR SINGLE STEM TREES). ALL 1Y9UTLI-STEP N 24°37 W -31-8.23' { { G 4 I PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. -{1 I 8-I.R.F. - - TRANSPLANT EXISTING- LOT I I I 1 22. ALL STRAPPING MUST BE CUT AWAY AND ,REMOVED FRTM ROOT' BA L-~ PRIOR TO BACKFILLING: LIVE OAK &CREPE PLANTING PIT \ 1 /2" I.R.F.RFI AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM E ROOT BAL. LOT REDMONDBLOCK FOUR 1 \ MYRTLE TO NEW BUFFER WALL - CENTER I 1 3 MONTERRACE \ ISLANDS (RESPECTIVELY) LOT 9, BLOCK TWO OF WALL LOCATED 5' OFF (CALLED 2.714 ACRES F.S. KAPCHINSKI ( I (I G' 4 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH AIL APPLICABLE CODES AND ORDINANCES REGARDING (CALLED 0.298 ACRES) PROPERTY LINE I I I i I LANDSCAPING. \ VARIABLE WIDTH � { { A R �� ZONED: R-1 RAINAGE EASEMENT ZONED: R-1 BUFFER YARD 3,396 SQFT. NOT INCLUDED IN ATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON NOW OR FORMERLY (268/795) ( 4" h GAS LINE ALL SEEDED AREAS. S LIPINSKI HOLDINGS, LLC \ NOW OR FORMERLY LANDSCAPE CALCULATIONS) I I I (VOLUME 3783, PAGE 262) , \ WATSON, WILLIE V 5 -LIVE OAKS (30 GALLON) @ 40' O.C. { { CO i 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE RE UIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL 6 -CREPE MYRTLE (BASHAM S PINK) C 40 O.C. (VOLUME 3783, PAGE 262) > BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH, � \ I I I w \ - - - - - - - - - - - - - - - 5 -CREPE MYRTLE (COUNTRY RED) @ 40' O.C. I i i = I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WAFERING AND THE MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (1) THIRTY (30) TAYS FOLLOW�NG THE PLANTING OF THE GRASS ANC { I SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO THE UBLIC FOR USINESS. S 1"r \ \ CALL BEFORE YOU DIG IRRIGATIM NOTES: TEXAS ONE CALL SFSTE41 LANDSCAPE SCHEDULE SYMBOL NO. OF PLANTS SIZE BOTANICAL NAME COMMON NAME TYPE NOTES POINTS POINTS ®EM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE 0C•0• EACH TOTAL FIRE HYDRANT 9 2.1" TO 3.4" CALIPER QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 30 GALLON 25' MIN. SPACING 150 1350 • PB FIXED PIPE BOLLARD FAX: (979) 691-8904. CURB INLET - - BUILDING SETBACK LINE PROPERTY LINE ----- EASEMENT LINE '.U.E. >1.25" CALIPER LAGERSTROEMIA CREPE ORNAMENTAL 25 GALLON 6 (MULTI -TRUNK) INDICA MYRTLE NON -CANOPY (COUNTRY RED) 40 240 0MPLE TEpm ISSUED 170`2NBC TREE 3/19/° 2 i 2.1" TO 3.4" LAGERSTROEMIA CREPE (TREE FORM) 25 GALLON z 16 CALIPER INDICA MYRTLE CANOPY (BASHAM'S PINK) 40 640 ,., F- ILLY Z 0_ 0 w Q FAURIEI J < z Q TREE CLY Q(n < 16 5 GALLON LEUCOPHYLUM FRUTESCENS "GREENCLOUD" GREENCLOUD TEXAS SHRUB 3' SPACING (18" HEIGHT) 10 160 Zi CLW o Z 0 --i m SAGE co wI 11 I- 31 3 GALLON NANDIRA DOMESTICA "COMPACTA" COMPACT NANDINA SHRUB 3' SPACING (18" HEIGHT) 10 310 PLAN' FILE CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE ° 9 2.1" TO 3.4" ULMUS PARVIFOLIA LACEBARK CANOPY 30 GALLON FX: (979) 695-9944 BUFFER + SCALE: 1"=20' CALIPER SEMPERVIROUS ELM TREE 25 MIN. SPACING CHECKED BY: R.A.M. YARD FIELD BOOK: N/A 6 >1.25" CALIPER LAGERSTROEMIA CREPE ORNAMENTAL NON -CANOPY 25 GALLON 225 0451 BUFFER FFER L%1 (MULTI -TRUNK) INDICA MYRTLE TREE (COUNTRY RED) 2.1" TO 3.4" LAGERSTROEMI CREPE (TREE FORM) 25 GALLON 16 CALIPER INDICA MYRTLE CANOPY (BASHAM'S PINK) BUFFER FAURIEI TREE YARD LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SITE AREA=1.112 acres or 48,439 sqft. PARK PLACE - LOCAL STREET ® 32' SPC: FLOODPLAIN REMOVAL AREA=6,801 sqft. 127 L.F. FRONTAGE/32 = 4 TREES BUFFER AREA=3,396 sqft. REQUIRED = 4 TREES 38,242 sqft. U 30 pnts./1000 sqft.: PROVIDED = 4 TREES (38,242/1000 x 30) = 1,147 puts. (4 CANOPY & 0 NON -CANOPY) ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS: PARK PLACE (127 LF. - 65 L.F. Visiblity Triangle) 50% CANOPY TREES: (1,519 x 507.) = 760 pnts. 300 pnts./50 L.F. of frontage: REQUIRED = 760 puts. (300 x 62/50) = 372 pnts. PROVIDED = 1,350 puts. TOTAL LANDSCAPE POINTS REQUIRED = 1,519 pats. TOTAL LANDSCAPE POINTS PROVIDED = 2,700 puts. 1 -800 - PRIOR O DIGGING) TLEAST 72 HOURS 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTAL D FOR ALL EW PLANTED AND LANDSCAPED AREAS. 4' OR 6' WARNING!!: THE CONTRACTORISOLOCATE ANYANDUTILITIES THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANIZE OF CoCS CERTIFICATION OF OCCUPANCY. AS SPECIFIED ON PLANS PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DDE To ANY cDNsrRBcrloN ACTIVITY. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A RESSURE V 'CUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK LOW DEVICE. AND INSTALLED PER CITY ORDINANCE 2394. rr'' "r'3 -- 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTA ATION AS PER CITY ORDINANCE 2394. 1/8"x4" STEEL EDGE, COLOR SPECIFIED EXCEPT AT � �,, CIy o IN BARK MULCH 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COOR INATED WITHTHE CONTRACTOR AND ALL SLEEVING 2 TNICK (MIN.) SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWA t WHERE APPLICABLE. CURBS &SIDEWALKS} �� � � G- 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRICATIC14 PLAN TO THE OWNER FOR REVIEW AND APPROVAL. FINISH THE IRRIGA11ON PLAN SHALL DEMONSTRATE THAT THE IRRIGA ION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER -.� GRADE NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND fOVER AND MEET ALL INITIAL WATERING NEEDS FOR Z ------ EXISTING TREE VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING R QUIRED FOR PUBLIC AND PRIVATE UTILITIES AND NEW TOPSOIL IRRIGATION AS DIRECTED BY THE DEVELOPER. 6" THICK (MIN.) Z 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL w JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO ROPERLY IRRIGATE THE LANDSCAPING AND GRASS SHRUB AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACE JIT TO THE PARKING LOT- N.T.S.W TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT 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 AL "T" 6' METAL "T" POSTS � METAL O.C. I (MINIMUM OF 3) 3 BALL DIAMETER PINE BARK MULCH I(5' MIN) 2" THICK (MINA NEW TOPSOIL w/FERTILIZER 8" DEEP (MIN,) 00 IN W tr ' 30 FENCE SHALL 4 THROUGHOUT :TE DURATION OF ON GROUND WITHIN DE TO BE RBED PLAN NOTES: 1. REFER TO SHEET CO.1 FOR MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C1.0 FOR ADDITIONAL SEEDING AND SODDING REQUIREMENTS. LANDSCAPE LEGEND li SOLID SOD AREAS (TIF 419 BERMUDA) ALL PARKING ISLANDS COMMON BERMUDA ;SEED/HYDRO-MULCH (ALL OTHER DISTURBED AREAS) 0 OWER POLE jl"Or IGHT POLE 3UY WIRE ANCHOR 04wv WATER VALVE ®wm WATER METER ®EM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE 0C•0• CLEANOUT 4►FH FIRE HYDRANT ®T' TELEPHONE PEDESTAL EM Al AREA INLET EPB �I UNCTION BOX 0c}AL AREA LIGHT (GROUND) • PB FIXED PIPE BOLLARD FAX: (979) 691-8904. CURB INLET - - BUILDING SETBACK LINE PROPERTY LINE ----- EASEMENT LINE '.U.E. PUBLIC UTILITY EASEMENT.- �Ijj P3,1 a 'U'Ato jl"Or 7607 EASTMAItK DR., STE. 252 <77840 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 D EMAIL: civi1Cq rmengineer.com OFFICE - (.979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM .REGISTRATION No. F-46 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 r OFF: (979) 268-3195 FAX: (979) 691-8904. MARK DATE DESCRIPTION 1 0MPLE TEpm ISSUED 170`2NBC ftm CONSTRu TION 3/19/° 2 i -z' O W z x ,., F- ILLY Z 0_ 0 w Q J < z Q CLY Q(n < w = CL F i /<o .[��cc V V- ` Zi CLW o Z 0 --i m Z 11,_W U) co wI 11 I- O _I' REVIEV SO FR CoMMANCE JUN 601Z COLLE iAi iON DEVELOPM SERVICES PLAN' FILE CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAIL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0335LP1A SCALE: 1"=20' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 0451 L%1 f I CSHErT:.+ OF 8 k. A .� �Ijj P3,1 a 'U'Ato