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HomeMy WebLinkAboutDrawingsAMA 5UMMAPY Area Perimeter MASE 1 *2-48.8475r LXA% 2 X8°34.796 5r rOrAL AMA 7085.643 51' it FINISH SC �� DULE CSI RMR BASS 62 amMIC 1u 6o CI 5LFANM12 ACOU511CAL OILING C2 OMN 1'0 APOV rI 5fAINN9 ANn 5COIT19 C,ONCMS FLOM F2 CMAMIC 111,E FI.0011Z WI PAINT19 PMAIL W2 C� MIC 11Lt 110 5' C UNO) A60V� flN15HW �LOCT, FA MP I MY l WV� 11 GI 1 61 GI CIS I' I I N lu- n FI VVI 41-9111 FI wn ., ,, waff"M � IOh Fill 70 I w 1 O FI VVI I ALE. 3/ 16 I I :v-- I' -g,01 '< �--� 1 aC O NSA 5/8 I.R.F. i TRANSFORMER PAD LOT 1R, BLOCK TWO F.S. KAPCHINSKI W (CALLED 2.616 ACRES) �zU) 8'x5' CONCRETE PAD w/8' ZONED: C-1 Z a o HIGH SOLID WOODNOW OR FORMERLY � o 3 _vcy PLAN 0 20 40 NORTH SCr I,E: 1" = 20' SCREENING FENCE Sc -GATE MCCRORY, DON $ (ROLL-OUT CONTAINER (VOLUME 3783, PAGE 262) I o I STORAGE) LL: OfCf) VARIABLE WIDTH P.UE. - (1834f637) 10' P: U. E. O M.H. C 0 _ _ - - (279/431) EXISTING WOOD 0 IAL - FENCE ( 0 J. B. J.B. ---- _- S 21 7'47 E 297.J�'1' 10' P.U.E - •- - (384/346) 0 `�- 7.5' BLDG. SETBACK 5/8> I.R.F. - _- J.B. � r. JM2B, ZONED: C-1 --- _ ___ - O C.O. e - -__ _ C.o. _ W OR ME & � WIj4�K `-•I� i . R K D 23 22 I E.M. r Y` C7 ( 3 P 26) 0 W.M W \ I � - �. I 1 o SYSTEK COMPUTING _ W.M <t - TYPICAL 4 WIDE o �`� -� �- 24.00' 1 - STORY (MAX. HEIGHT=35 6) Of ( PAINTED STRIPING ~amu„ ii o a� o I WHITE _ I GROSS AREA = 7,084 SQ.FT. f Y I (WHITE) IFC CONSTRUCTION TYPE =IIB' c .� o 9'x12' CONCRETE I v H C PARKING ROW Cl -_I__ PAD FOR 4 -BAY ( I / <� I GRAP`CALLY MAPPED ��` ff, w' I _ BYCYCLE RACK w/SIGNS, RAMPS, WHEEL 9:6' " 100 -YR LOODPLAIN &�� •� w I STOPS, ETC. OVERHANG _ 00 = I FLOODWAY (ZONE AE) �Q Of (SEE CIVILSI NOTE #1) zj B E 287.50' v ;� 2 C I I 16 i f I I F to 6 I WA K 16' WALK t0 5/8', I.R.F. 5/8" I.R.F. I - �Nr U_ Ljj �fl - 1. REG. SFC (9 x}') 2 H _142. O' Sas ° o. J S 24°33'25" E 87.72' GI I �� SO.Fr. _ SQ.FT. o 0 Z , 0 t1) M FARE LASE _ . -_ �_� _ ;:.. _ _ nRE N - FIRE LANE 31.88' ry SIGN I o > �o ,� 6" CONCRETE 24' PRIVATE CROSS THROAT DEPTH W N N PAVING ACCESS EASEMENT V , DETENTION. \ vv\ ` _z FACILITY m ZFIRE LANE FIRE LANECD F- d .��-- (p 7.5' BLDG. SETBACK 'k` <0 gyp„ Q - --a- ------ ---- -- z I N 24037'56" W - 318.23' FIRE LANE _ z 5/8" LR.F. 1., TYPICAL 5 WIDE A G. STRIPING AMBULATORY RAMP L 1/2» I.R.F. \LOT 18-20, BLOCK FOUR SEE B/CS 'DETAILCOMMERCIAL REDMOND TERRACE LOT 9, BLOCK TWO SW3-05 _ - - �'` I DRIVEWAY, SEE- BRCS \(CALLED 2.714 ACRES) VARIABLE WIDTH F.S. KAPCHINSKI RAINAGE EASEMENT - (CALLED 0.298 ACRES) DETAIL ST2-03 - _--(26_s/795) BUFFER WALL - CENTER w I \ . ZONED: R-1 OF WALL LOCATED 2.5' to z w z � OFF PROPERTY LINE o NOW OR FORMERLY U) WATSON, WILLIE V < \ (VOLUME 3783, PAGE 262) mLd _ \ ZONED: R-1 -- -- - -- -- -- -- -- -- -- -- I LLo� I NOW OR FORMERLY _ I o ...,ri T (D P O CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGN : THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. CURB NOTE: EXPANSION JOINTS TO R BE PLACED AT 60' INTERVALS AND 6" AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. St cV A ^-' - • •4 d ad 391, PAVEMENT REINFORCEMENT _ #4 BARS TYPE IA - MONOLITHIC N. 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. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3. .ALL :ROOF & GP,OUN.D-MOUNTED MECHANICAL :EQUIPMENT SHALL BE SCREENED :FROM VIEW OR :ISOLATED SO :AS NOT TO :BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS; THE PARKING LOT SET BACK, RIGHT-OF-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 7. 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. 8. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 62% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 9. THE CONTRACTOR' SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT..' THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION CONSTRUCTION.. SOLID WASTE ROLL -.OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 11. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, PREPARED BY THIS OFFICE, DETENTION WILL NOT BE REQUIRED. 12, THE INTENDED .USE FOR THIS DEVELOPMENT IS FOR .COMMERCIAL OFFICE. 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION. 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. 15. 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. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. 17. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. THIS BUILDING WILL NOT BE EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 18. THIS FACILITY IS A MULTI -TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS 1,771 SQ. FT. (7,084 SQ. FT. x 25%). 19. MAINTENANCE RESPONSIBILITY OF THE 24' PRIVATE ACCESS DRIVE, LOCATED IN THE PRIVATE CROSS ACCESS EASEMENT, SHALL BE THE PROPERTY OWNER OF F.S. KAPCHINSKI - LOT 6R, BLOCK TWO. JO ORQ 00 oeo� N.T.S. AOR' "9S F.S. KI . CHI, S I: LOT 6 BLOC GUY WIRE ANCHOR TWO 1713 RK PL CE COLLE S TION, TX SYMBOL & LINE- LEGEND 0 POWER POLE 0 LIGHT POLE F-.1. GUY WIRE ANCHOR KAPCHINSKI GAS PIPELINE RISER Mwv WATER VALVE ®wM WATER METER IDcv DOUBLE CHECK VALVE 4DEv ELECTRIC VALVE 4D BV BALL VALVE OEM ELECTRICAL TRANSFORMER: ®GM GAS METER Oo MH MANHOLE OC -0. CLEANOUT 4FH FIRE HYDRANT NTP TELEPH.QNE PEDESTAL ME Al AREA INLET B JUNCTION BOX INVESTMENTS LTD CURB INLET -. A PB FIXED PIPE BOLLARD - BUILDING -SETBACK LINE -- --�- -PROPERTY LINE -------- EASEMENT LINE P.0 -E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE t3UV F LK WALL N.T.S. R 7607 EASTMARK DR., STE. 25OF <; POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengiiieercom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS IRA4 REGISTRATION 3Vo. KERR. SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION ..SUBSTANTIALLY COMPLETE Aft Am ofta Am _ _ _TRCTI. 11/24110 -CONSTRUCTION DRAWING j ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NO BE USED F R CONSTRUCTI , * dd B A M... 88 83 ; Od �a••..l s i 1'�.� �x W z LJZ ? J Z)JO Y Q_ CL CL o w M <i` p W Y I N O0 �'�m _�- W0 I- W�% W °D I)_j ui FIN, w O u ®EWE' U •d - 'dam.. ti.,, I F E. i) MPLI C ' JAN 1-4 2011 3, V P 0��ER'IS 1. CLIENT INFORMATION I CRAIG & CAROL INVESTMENTS, L 'd. ' c/o CRAIG PAULL r 1808 TEXAS AVENUE S., STE. 3C 0 J, COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 s EMAIL: CRAIG@SYSTEKMAIL.COM ��„•,: FILENAME: 0335SPlA SCALE: 1"=20' I ''r r SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS ~ E IEWE FOR CLIENT NO. PROJECT NO. COMPLIANCE, 225 - 0335 JAN 1.,3 2011 d LLC�E lAT1AM IEING SHEET 5 OF 11 P OPERTY INFORMATION F-.1. KAPCHINSKI LO�VO R, BLOCK TWO . 834, PG. 637) (0,391 ACRES. or 38.,81.2. S.Q.FT )- z I NED: C-1 NOT OR FORMERLY ARflL �((VOL. CRAI INVESTMENTS LTD 9015, PG. 16) 1. RE TESt ER . T, -'r-HEET C0.1 -& C0.2 FOR SITE, PARKIN AND MIS3. CONSTRUCTION NOTES. 2. RE R i TO EET C2.1 FOR SITE & PARKING DETAILS 3. 11.E SSl <)THE SE NOTED ALL RADI-US ARE: 4.0' AL ING'THE BACK OF CURB. PARKIN ' REQUIREMENTS: ORDIN E: OFFI f -1I1 (3p6/250 SQ.FT. REQUIRED: OFFI If (7,08 1250) = 28.3 SPACES TOT REQUIRED,:= 29 SPACES -� l! PROM REG l AR 1= 29 PACES H/C 2 SRAC S TOTAL = 31 , ISP CES ISLAND MU GE SHOWN AT INTERIOR END THE SqU NRE-F'JUT ISLAND INCLUDE TIE .REQUIRED AREA, AND EXTRA,. FOR SIN LE :OR DO JBLE END -ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN ELOW. INTERI R PARKIN " = 22 SPACES REQ'D INT. ISLAN AREA=(22/15x180)=264SQ.FT. PROVI ED INTERIOR ISLAND AREA = 420 SQ.FT. R 7607 EASTMARK DR., STE. 25OF <; POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengiiieercom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS IRA4 REGISTRATION 3Vo. KERR. SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION ..SUBSTANTIALLY COMPLETE Aft Am ofta Am _ _ _TRCTI. 11/24110 -CONSTRUCTION DRAWING j ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NO BE USED F R CONSTRUCTI , * dd B A M... 88 83 ; Od �a••..l s i 1'�.� �x W z LJZ ? J Z)JO Y Q_ CL CL o w M <i` p W Y I N O0 �'�m _�- W0 I- W�% W °D I)_j ui FIN, w O u ®EWE' U •d - 'dam.. ti.,, I F E. i) MPLI C ' JAN 1-4 2011 3, V P 0��ER'IS 1. CLIENT INFORMATION I CRAIG & CAROL INVESTMENTS, L 'd. ' c/o CRAIG PAULL r 1808 TEXAS AVENUE S., STE. 3C 0 J, COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 s EMAIL: CRAIG@SYSTEKMAIL.COM ��„•,: FILENAME: 0335SPlA SCALE: 1"=20' I ''r r SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS ~ E IEWE FOR CLIENT NO. PROJECT NO. COMPLIANCE, 225 - 0335 JAN 1.,3 2011 d LLC�E lAT1AM IEING SHEET 5 OF 11 1713 -P K P AC I AR _15 9��GF liT.'T. S. isl N 6R� B OCK TWO F.S. TEXAS A&ML G STATION B CITY OECOUNTY TE I .] RA OS COLLE -XA_ I ,STA 024 1200 QJMB SO� P PRS P� �O ST pR tol' E -Y i p com''upu ex FOng /S/• g ®�ffi= F.S.- K 'N- DEX -OF SHEET _. HENSKI: , LOT 6R, BLOCK TWO STANDARD PERMIT NOTE: SHEET SHEET 1713 PARK PLACE N0. I.D. DESCRIPTI COLLEGE STATION, TX CONTAINED CONTRACTO ONTANEDO NSTHESEO ONSTRUCTIONHALLTAIN ALL RDRAWRNG�S.iR PD RMITSBY TREQUIRED,OBU R LOCAL NOT REGED ULAT©O,YAREEASIES FOLLOWS:FOR ELATED CONSTRUCTION 1 C0.0 COVER SH'� T 2 CO.1 GENERAL N D TES LOCATION MAP COOS — PLANNING .,& DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS 3 CO.2 GENERAL IN Dts NOT TO SCALE TxDOT — DRIVEWAY & UTILITY PERMITS CSU — ELECTRICAL SERVICES ATMOS ENERGY — GAS SERVICE PREPARED FOR: VERIZON & SUDDENLINK —COMMUNICATION SERVICES 4 C1.0 EROSION NTROLLAN CRAIG Q_ q � �7'T T T TCEQ — STORMWATER &PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES 5 C1.1 CIVIL SITE LAN CRAIG + CAROL INVESTMENTS, ESTMENTS, Ltd• TAS —ADA REVIEW & INSPECTIONS 6 C1.2 GRADING i DRAT I!,lA E PLAN 1 7 C1.3 ON-SITE F IVATE��I UTILITY PLAN 1808 TEXAS AVENUE SOUTH, STE. 300 8 C1.4 PAVING P I N COLLEGE STATION, TX 778409 C1.5 LANDSCAP ' PLA OFF: (979) 695-9955 ST(►P CALL BEFORE YOU DIG 10 C2.1 SITE & PAF' KING DE_ AILS FAX: (979) 695-9944 TEXAS ONE CALL SYSTEM 11 C2.2 PAVING & MRAIN AGE DETAILS 1.-800-2.4.5-4.545 EMAIL: craia(& systekmall.com (AT LEAST 72 HOURS PRTOR TO DIGGING) tPARNINGi2: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 1. THE LATEST EDITION OF TH 2009 B/CS UNIFIED TECHNICAL PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES SPECIFICATIONS & DETAILS AR TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. E ISSUED FOR THIS PROJECT. PREPARED BY: �T 2. THE FOLLOWING 2009 B/C UNIFIED STANDARD TECHNICAL RME CONSULTING ENGINEERS SPECIFICATIONS. & DETAILS ARE ISSUED FOR THIS PROJECT. APPROVED BY: '4m SHEET 7607 EASTMARK DR. STE. 250-F <77840> I. D. DESCRIPTIoi � � � .OF Tek � � P.O. BOX 9253 * ;'•• *ae i ST STANDARD 3TREET, DETAILS N COLLEGE STATION TEXA ' • ET SW STANDARD IDEWALK DETAILS S 77.842 d '..... • .., � r=, ss5 3 ;� s W STANDARD ATEf� DETAILS • - dd � •, �� � � � ���,��4*�-tea,. - - - � j PH, (979) 764-0704 . �_-� ANDAR D . ��,��• S ST AILS ��S�ONAL•ENG-.. _ � � � STANDARD,EWE T `v- s -�" t FX. (979) 764-0704 aaaa -DATE. i 3. THE FOLLOWI-NG TxDOT STAT DARD DETAILS ARE ISSUED FOR RABON A. �1TC ' ' ' �- THIS PROJECT: EMAIL: civil@rTnengineer.com ALF, P.E. No. 88583 - SHEET RME CONSULTING ENGINEERS 1. D. DESCR1PT101 FIRM �� NO. 225-0335 TEXAS FIRM REGISTRATION No. F-4695TCP(1-1)-98 TRAFFIC COI ITRIOL PAN MARK DATE I DESCRIPTION h GENERAL CONSTRUCTION NOTES: TRAFFIC CONTROL .NOTES: GRADING NOTES: GENERAL U11LITY NOTES PRIVATE & PUBL14 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN COI`1FORMANCE WITH PART VI OF THE 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE f�i E TRU TO GRADE EXCAVATION SHALL BE MADE A OTHER CONSTRUCTION DRAWINGS. OF DIFFERING DISCIPLINES & SPECIFICATIONS. TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES TEXAS MUTCD MOST RECENT EDITION WITH REVISIONS PONDING. OCCURS_. ( 0 ) MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PR VIDE! A AND BED FOR THE PIPING. BACKFILL OVER a DURING CONSTRUCTION. PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF j)EB IS, AND SHALL BE TAMPED BY HAND OR 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVAII(3N OF THE EXISTING UTILITIES 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UN )ISILIRBED EARTH OR TO 95% STANDARD PROCTOR AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, WHICHEVER IS 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FL0OR, DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TREN( IN 1: A10 EXCAVATION SHALL BE DONE IN STRICT ' POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR APPLICABLE. ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHI R APPU AB SAFETY CODES AND ST 7607 EASTMARIC DR. STE. 25OF <7784 COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED 1 STANDARDS. 0 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2' BELOW THE TOP OF CONCRETE AND IN POST OFFICE SOX 9253 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED F OM FIN HE GRADES. WHERE UTILITY LINES EXTEND COLLEGE STATION TEXAS 77842 NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. 2" BELOW. LANDSCAPING. AREAS UNDER. PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FI OM THE BOTOMOF THE STRUCTURE.. EMAIL: civil@nnengineercom NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER OFFICE - (979) 764-0704 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALLBE ( BEDDED AND INITIAL BACKFILL CONSISTENT WITH ` FLQWLINE. CONTACT INFORMATION: ( FAX - (979) 764-0704 TEXAS ONE CALL: 800-245-4545 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-1-98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS U DER. F ND II'TIONS, PAVEMENTS, WALKS, ETC...) THE LONE STAR ONE CALL: 800 669-8344 CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH C ENT, S ABILIZED SAND. FINAL BACKFILL IN THESE TEXAS FIRM REGISTRATION No. F-4691 TEXAS EXCAVATION SAFETY SYSTEM. (DIGTESS).: (800) 344-8377 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STi TURAL OM ACTION REQUIREMENTS. 4 REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, t LEAN -O T COVERS, OR GRATES, THESE ITEMS SHALL KERR SURVEYING, LLC CoCS: ELECTRICAL DIVISION - (979) 764-3660 ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND S PE' MANHOLES AND CLEAN -OUTS NOT IN 505 CHURCH STREET COOS: WATER &SEWER DIVISION - (979) 76ISION EROSION CONTROL NOTES: STRUCTURES. PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRAD COLLEGE STATION, TX 77841 BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 VERIZON: BRENDA VAJDOK - (979) 821-4770 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). OFF: (979) 268-3195 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. _IT SHALL BE THE 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF 'CROSSING" TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 EXXON -MOBILE: MICHAEL HLUZA - 281 591-3720 RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CQNT OL MEASURES (DIVERSION BERMS. 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE Ef, 3INELR AT 0CE OF ANY CONFLICT. SEMINOLE PIPELINE: JIM ROLAND' - 979 421-0460 DRAINAGE STRUCTURES SWALES ADDITIONAL FENCING ETC )NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. CITGO GAS: DOUG CLINE - (713) 416-1289 DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLH ION ISO THATI GRADE CRITICAL ELEMENTS (I.E. STORM ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD DRAIN, SANITARY SEWER, ETC...) DQ NOT CONFLICT WITH NO RADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, SUDDENLINK: MIKE LAVENDER -979 '846-2229 2. THE SITE OPERATOR, OR .HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION., SHALL MAKE A VISUAL CONDITIONS WARRANT 'OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. WATER SERVICES, ETC...). ( ) INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS EXISTING CONDITIONS OR BETTER. 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, UIPMEN AND LABOR FOR EXCAVATION, BORING, 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPL TENAN S AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES IF NECESSARY. _ THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER CCE'SS RIES SHALL BE IN ACCORDANCE WITH THE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN PAVING NOTES: MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT IIA 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 DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE NND PR VIDE THE NECESSARY STORAGE AREAS FOR CONTRACTOR'S OWN EXPENSE. CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGA110N AND MATERIALS AND EQUIPMENT, { T PRACTICE (BMP). SEDIMENT FENCE RECOMMENDATIONS PREPARED BY GEQTECH ENGINEERING & TESTING (DATED AUGUST 2010). DUE TO THE PLASTIC 9, CONTRACTOR SHALL 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PR ( ) t A BE RESPONSIBLE FOR COORDINA NG ALL CONNECTIONS TO PUBLIC SYSTEMS AND HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE , ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT VARIATIONS. TO SEASONAL SOIL MOISTURE INSTALLATIONS WITH REGULATORY INSPECTOR. AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING P EROSION CONTROL MEASURES AS 9.0. THIS PROJECT .SHALL BE BUILT BY MEANS OF OPEN G.UT .E TI A NOTED THE DRAWI . G.S. C TEMPORARY EP „ N CONTRACTOR T.0 - LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS &STANDARDS FOR ALL PAVING AND ARK -DATE DESCRIPTION OF THE ENGINEER. REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE DETERMINE THE LOCATIONS OF BORE PITS 1N FIELD SUBJECT T E INS ECT R'S APPROVAL. ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED THESE MINIMAL 11. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE " RY". SUBSTANTIALLY 6 THE_CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5). COPIES OF AN. ORGANIZED, BOUND REPORT ALL ALL CONCERNING EXCAVATION. OF FIVE 5 O FEET OF PUBLIC ROADWAY 0MPLETE. NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ. _A LAMINATED COPY THE TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EX VATION IWI IN 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE CONSTRUCTION SITE NOTICE N01 AND SWPPP VISIBLE FROM THE PUBLIC RIGHT -QF -WAY SHALL BE POSTED AT THE PAVEMENTS OR WALKS. 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, PROCEDURES, ANDH� ON Aft ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, SITE. - ' THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE AND RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED REQUIREMENTS FOR THE BUILDING PAD. 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQU R D FC7R ON- ITE UTILITIES AND IRRIGATION SYSTEMS. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR PAVEMENT ONLY. ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. THE SET AS. "RECORD DRAWINGS", AND. RETURNING SAME TO THE CITY ENGINEER. 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A AL "T" POSf, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, BURIED A MINIMUM OF 3' INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, INTO THE GROUND. "4'1 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM A. SUBGRADE: STORED ON THE JOBSlTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE DRAINAGE AREAS ARE FULLY STABILIZED. 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION 15 ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLE GREASETR PS, SAMPLING WELLS, AND OIL/SAND AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED SEPERATORS SHALL NOT HAVE LABELING SAYING "CITY OF COL E STAT N' I. CONSTRUCTION DRAWINGS 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED BY THE PROPOSED IMPROVEMENTS. ISSUED PRIOR TO THIS 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR DATE ARE REPLACED BY CONSTRUCT PROPOSED IMPROVEMENT(S). 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, PUBLIC UTILITY NOTES: THIS SET &SHOULD NOT 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, OR USING .GE.OTEXTILES. FOLLOWING PROOF -ROLLING, THE SUBGRADE .SHALL BE COMPACTED TO .BETWEEN .9.5% AND i. BE USED FOR INSPECTION APPROVALS FOR ALL WORK SHOWN. CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND A. GENERAL: CONSTRUCTI CEASES FOR MORE THAN 14 DAYS. +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR SQ.FT. WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WA ER & EWE CONSTRUCTION SHALL GOVERN ON THIS . ~ EXISTING CONDITIONS OR BETTER. PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALt BE; E RESPONSIBILITY OF THE CONTRACTOR TO y 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SH LL NOTIFY E ENGINEER SHOULD ANY CONFLICTS OR 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPF IFICATIpINS. STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH - 1 -1. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING DF COM P�CTI N FOR ALL BACKFILL IN TRENCHES FOR B M 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO PUBLIC WATER, SEWER AND DRAINAGE -LINES. IF THE COMPA ION ITE SOW THAT THE SPECIFICATIONS ARE NOT S 88 8g 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT 0 ��• THE SAME CONDITIONS OR BETTER. MET, THE CONTRACTOR WILL BE REQUIRED TO"RECOMPACT THERENCH NDI FOR EACH SUBSEQUENT TEST UNTILoAREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL ITMEETS OR EXCEEDS THE SPECLFIGATIONS. 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING DEMOLITION NOTES: IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. �AY ' �14�`SS �► STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02. 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE ROVIDED, B THE CONTRACTOR, AS THEY BECOME 5. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED E Y THE ) UT SHEETS, AND SUBMITTED TO THE CITY'S 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR (PI<7) SHALL BE STABILIZED WITH TYPE 1 .PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). ENGINEERING INSPECTOR. RIGHT-OF-WAY. CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): OF INTERMEDIATE PLASTICITY 7<PI< SHALL - 2O HAL BE STABILIZED WITH EQUAL RATIOS OF LIME. AND FLY ASN 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SYSTEMS OLD PIPES ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT ( ) Q N A UNDER PROPOSED STREETS ' (APPROXIMATELY 3% EACH BY WEIGHT). O AND STRUCTURES (INC(INCLI TNG SIDEWA KS), INITIAL BEDDING &BACKFILL SHALL SHALL BE CLEANED DAILY. REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. BE CEMENT STABILIZED` SAND BEDDING AND SHALL BE COMPA T D IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL 7. SUBGRADE MATERIAL UNDER PAVEMENT STRUCTURES CONSISTING OF SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B S ILS IAN SHALL BE COMPACTED IN MAXIMUM 8" LIFTS 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH .OR 2. IT ---SHALL =BE TtiE, E ENCS ALL DEMOLITION WORK WITH CLAYS OF HIGH PLASTICITY PI>20 SHALL R SPONSIBJLITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ( ) TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIM DENSI � A DETERMINED USING ASTM D-698 AT A STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. ­ THE ENGINEER & UTILITY COMPANIES T0+'PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT, MOISTURE CONTENT OF 0% TO 47o OF OPTIMUM MOISTURE. DEN' TTYITE TS SHOULD BE PERFORMED AT LEAST EVERY AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF {-) 0I S SPECJ IED BY THE ENGINEERING INSPECTOR. TESTS 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. WORK. B. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT 200 LINEAR FEET FOR EVERY TWO 2 FEET OF FILL AT LOCATI ` WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND SHOULD BE PERFORMED IN THE INSPECTORS PRESENCE UNLESS IRECTED OTiETERMINED ERWISE B l THE INSPECTOR. 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BED D & BA KFIL SHALL BE BANK RIVER SAND. FINAL USING ASTM D-698 AT A w STANDARDS OF THE APPLICABLE REGULATORY AGENCY. BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AN SHALL E MPACTED IN MAXIMUM 8" LIFTS TO A x DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH -NEW CONSTRUCTION, SHALL BE 9. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED -BY tN-PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER NSITY Sr � z MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. D 1TY:TE S SHOULD BE PERFORMED AT LEAST EVERY 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24' BEYOND ANY 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. V _ PROPOSED STRUCTURES. 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCA SSPE ,^/ FIED BY THE ENGINEERING INSPECTOR. TEST �► V 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLES IRECTEC OT ERWISE BY THE INSPECTOR. W z Q 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION i- D -I ® AND MAINTENANCE OF HIGHWAYS, STREETS &BRIDGES, ITEM N0. 260 FOR LIME TREATMENT AND ITEM N0. 265 FOR Y DIMENSIONAL CONTROL NOTES: DRAWINGS. 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER ING, WI E DIRECTLY ABOVE ALL PVC PUBLIC UTILITY 0 - FLY ASH. LINES, TAPED .EVERY 1.0', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. B/CS STANDARD CONSTRUCTION DETAIL W1-03. W " 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE = 3� ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS RME), FOR THIS PROJECT IS 11. THE SUBGRADE SHALL BE STABILIZED TWO FOOT (2') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, F- O ( 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS WHICHEVER, IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. B: WATER: _I � r� � Q CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY DIRECTED BY THE OWNER/DEVELOPER. 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHA 1 AL JOIN -i, D CTILE IRON, CLASS 350, WITH STAINLESS V V V I TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. L- Q H 12. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED W Y RECIPIENT UNDERSTANDS THAT THIS .DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE,TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. f U FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DER E T WATE LP ES A MAXIMUM OF 1 DEGREE PER JOINT. W w ! ^ O ii ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO B. PORTLAND CEMENT CONCRETE: THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PI AND N A THE JOINT. Z UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 9, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH C. SANITARY SEWER: W r OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY PRIOR TO COMMENCING DEMOLITION WORK. �h LJ FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. OF 3,5Q0 PSI AT 28. DAYS. 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL 3E IA R TESTED AND TV CAMERA INSPECTED V �,..10 p 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN ACCORDING TO B/CS UNIFIED SPECIFICATION NO. 490 PRIOR TO CCEPTA CE �- 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS V I AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD (10) FEET. 0 0 SURFACE. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 12_ ALL EXISTING ITEMS THAT ARE 10 REMAIN. LN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE EXCEED 1.5' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 4. THE BOUNDARY AND TOPOGRAPHICAL SURVEY WAS PROVIDED BY KERR SURVEYING, CO. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE 5. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. WITH ANY WORK IN THAT AREA. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE (ELEV.=297.23'-NAD 83) PAVEMENT. 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR- TO THE DEMOLISHING OF ANY STRUCTURES. THE 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SLI, OR APPROVED EQUIVALENT. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. GAS COMPANY NOTES: 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS.CLIENT INFORMATION COLLEGE STATION PUBLIC WORKS DEPARTMENT AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING CRAIG & CAROL INVESTMENTS, Lt(i. UTILITY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 507 AND FALLING OR 951F OR HIGHER. C/o CRAIG PAULL 1, AT ALL UNDERGROUND GAS UTILITY CROSSINGS THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND RISING OR LESS THAN 957. 7808 TEXAS AVENUE S., STE. 30 A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE' MAY BE PRESENT. COLLEGE STATION, TX 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION C. STEEL:1ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT OFF: (979) 695-9955 . 2. TWENTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING ELECTRIC (CSU). A PORTION OF THIS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE FAX: 979 695-9944 UNDERGROUND GAS LINE. THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY CSU TO PERFORM SUCH LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. ( ) EMAIL: CRAIGOSYSTEKMAIL.COM SLEEVING, WHICHEVER IS MORE CONSERVATIVE. DUTIES. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. FILENAME: 0335CV1A SCALE: N/A 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE " xBAR DIAMETER OR 12 TEETH OF THE EXCAVATOR. THE FINAL TWENTY-FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 , SUBMITTED DATE. OCTOBER 6, 2010 EXCAVATED BY HAND DIGGING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED WHICHEVER IS GREATER. DRAWN BY: R.A.M. BY ATMOS ENERGY TO PERFORM SUCH DUTIES. CHECKED BY: R.A.M. 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON STEEL SHALL HAVE A MINIMUM 12" CLEARANCE WITH THE SOIL. FIELD BOOK: N/A PAGES: N/A TELEPHONE COMPANY. THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE RME CONSULTING ENGINEERS FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. CLIENT NO. PROJECT NO. 19. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO35 22 03 ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT 1S ACCEPTABLE TO THE FIRE MARSHALL. FIRE +•J ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: A. DURING CONSTRUCTION THE PROPOSED BUILDING SHALL BE ACCESSIBLE BY THE PROPOSED FIRE LANES AND A CLEAR PATH TO ALL EXISTING FIRE HYDRANTS, SHALL BE MAINTAINED; B. PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM cool IMPROVEMENTS, AND AN ALL-WEATHER ROAD/ACCESS WAY, SHALL BE INSTALLED AND ACCEPTED BY THE CITY. SHEET 20F 11 PRIVATE U11UTY NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES I! ACCORDANCE WITH LOCAL CODES, (D) SEPARATION DISTANCES BETWEEN PUBLIC WATER SUPPLY PIPES AND W ��� ����� '2��.4�, � 'E+� �`,; LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCALWS. OTHER PRIVATE OR PUBLIC MANHOLES. ITA 1. ATI SPECIFICATIONS. SHOULD THESE WASTEWATER COLLECTION SYSTEM PIPES OR (E) LOCATION OF WATERLINES. THE FOLLOWING RULES Ap (}� IQE, UTILITIES SHALL BE INSTALLED (N ACCORDANCE WITH THE UTILITY COMPANY', DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO OR LATERALS, PLY (1} COLLECTION SYSTEM PIPES MUST BE INSTALLED IN TRENCHES AND OTHER Gor��YANGEs 19ENTIFIEp As P ALN! A S 'I SHALL APPLY. TRENCHES. RATINGS SPECIFIED SHALL BE DEFINED BY ASTM OR OTE J SEPARATE FROM PUBLIC WATER SUPPLY SERVICE LINES, OR LATERALS ARE THOSE THAT AREA INST,: TAtV1 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND 6BTAIN ALL REQUIRED PERMITS AND PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE I.. ;1 0 INSPECTION APPROVALS FOR ALL WORK SHOWN. (2} COLLECTION SYSTEM PIPES MUST BE NO CLOSER THAN NINE FEET DIFFERENT Sly OR .MATERIAL. gES,i LA SUPPLY LINE. T IN ANY DIRECTION TO A PUBLIC WATER 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES; CONDUIT(1) WHEN NEW POTABLE WATER DISTRIBUTION LINES ARE APPROPRIATE UTILITY COMPANY. (3) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE, METERS, ETC... WITH THE ACHIE THAN NINE FEET IN ALL C NS ,qS OF WATERLINES, WASTEWATER Iq �F CONTgMINATION, FURTHERM RE BLESS STATED oThE�WISE. I NO MAIN, SERVICE LINE, REW . M, _RALS ARE REPLACED WITH - LAP I PIPES VED, THE FOLLOWING GUIDELINES WILL APPLY. TEXAS DIRECTIONS TO WASTEWAE BO TE TRI.CIED, THEY SHS 'o07EAS COMMISSION ON ENVIRONMENTAL QUALITY PAGE 3 CHAPTER 217 MEASURED FROM THE OUTSIDE SURFACE OF EACH OF RES TIN Fn TsES BE INSTALLED N0 CLp _ POSTTACkRK ALL SEPI,; ;'O DISTANCES SHAG COLI OF IC D 53 TE. 250F " SYSTEMS - DESIGN CRITERIA FOR DOMESTIC WASTEWATER TIVE L -TIE STORM SEWER NOTES (PUBLIC & PRIVATE: (2} POTP,BLE W, ISR DISTRIBUTION LINES AND WASTEWATER �_ E1t3r�Il COLLEGE TExAS 7 SHAH 13E INSTALLED IN SEPARATE TRENCHES. 7842 (A) IF A COLLECTION SYSTEM PARAL!_ELS A PUBLIC WATER SUPPLY MA S O;R IJ -;GALS THAT FORM =..a p � g-;� FFICE - 97 �menglnee�.ca APPLY. I LY PIPE THE FOLLOWING REQUIREMENTS £...QTY UNES ( ) 764-0704 m 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, ►S TO BE CONSTRUCTED OUT OF HDPE (DR 21) O) A COLLECTION SYSTEM PIPE MUST BE CONSTRUCTED _ (3) NO PHYSICAL CONNECTION SHn �-(979 LL BE MADE ) 764-0704 PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46: MEETING ASTM SPECIFICATIONS WITH AT LEAST A 150 POUNDS PER SQUARE F CASA [ROri, DUCTILE IRON, OR PVC APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED as -N a. DRINKIN 4 ^, � F j INCH (PSI) PRESSURE RATING FOR BOTH THE DRINKING WATER SYSTEM. , Y F PPLY AND A SEWER LINE. ANY GISTIZATjO THE PIPE AND JOINTS. _ SO A TO F'RE NT AI.+ O �tgIUTY OF SEWAGE ENTERING KL )VN0 F-4695 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE Ili) A VERTICAL SEPARATION MUST BE AT LEAST TWO FEET3ETWEEN THE OUTSIDE "DIAMETERS OF THE (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. PIPES. 5OL� (4) WHERE THE NICJE-FOOT .SEPARATION .DI_STAhJCE -CANNOT BE CHIEUE � COLI.;'- 4°rte, �C (ill) A HORIZONTAL SEPARATION MUST BE AT LEAST FOUR FE C" STR 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE ET BETWEEN OUTSIDE DIAMETERS OF THE (A) NEW WATERLINE INSTALLATION PARAIIEL LINES. FOLLOI'„! IG C ;I €I SHALL APPLY_ ( a , 778 PIPES. OFF: RC1, CROSSINGS, AND A MINIMUM OF 6” (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. (I) WHERE A NEW POTABLE WATERLINE 41 (IV) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WFAX: (9,, ATER SUPPLY PIPE. WASTEWATER MAIN OR LATERAL AND THE LICENSED PROF SSICr, ,L EN,,G N E NDNNSED I U RE $-3195 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH ABLE TO DETERMINE THAT THE EXISTING WASTEW - 0t PREs�UR� RATED -8904 DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTAELED IN ACCORDANCE WITH g CS {B) IF A COLLECTION SYSTEM PIPE CROSSES A PUBLIC WATER SUP-FER LICENSED IN THE STATE OF TEXAS IS APPLY: LY PIPE, THE FOLLOWING REQUIREMENTS WATERLINE .SHALL BE LOCATED AT t BAST TWO ATER MAIN )R L3TE' AL) IS NOT b / ET ABOVE THE XI LEAKIsIL, THE NEW POTABLE STANDARD DETAIL D3-02• VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIi7 ty�A, Y WAS EWATER MAIN L s , (1) IF A COLLECTION SYSTEM IS CONSTRUCTED OF CAST IRON; DUCTILE IRON, OR PVC vvITH A MINIMUM L I FAS �E EXISTING 'WASTEWATER M��S'JRED PRESSURE RATING OF 150 PSI, THE FOLLOWING REQUIREMENTS APPLY LATERAL EVERY EFFORT SHALL BE EXERTED NOT TO DISTUR THE tEDD t�G A�,�TEWATEP% MAIN OR WASTEWATER MAIN OR LATERAL. AND BACKFIN OF THE FISTING PIPES. (I) A MINIMUM SEPARATION DISTANCE IS SIX INCHES BETWEEN OUTSIDE DIAMETERS OF THE '_WATER LINA NOTES {PUBLIC & PRIVATEI ( ) !I WHERE A NEW POTABLE WATERLINE PARALLELS AN ErJS,= <, LATERAL AND IT CANNOT BE DETERMINED BY THE LICENSED PROFI XI S -,,IN (I NR EERR F THEE c r Ili) A COLLECTION SYSTEM PIPE MUST BE BELOi�J A PUBLIC RATED WA� T�-W '� ��-t MAIN OR 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC SCH #0 • PUBLIC OR BLiC YrAI�R SUPPLY PIPE THE EXISTING WASTEWATER MAIN OR LATERAL SHALL BE REPLAC D i�J,=at T tE X1S�NG Ut``� t5 LEAKING, (III) COLLECTION SYSTEM PIPE JOINTS MUST BE LOCATED AST 150 PSI INTERSECTION WITH A PUBLIC WATER SUPPLY LINE. ATED AS FAR AS POSSIBLE FROM AN THE NEW POTABLE WATERLINE SHAH BE LOCAL AT LEAST TWO R=SSURE RF.icD PIPE. PIPE SHALL BE CONSTRUCTED OUT OF C909 (GLASS 200) MATERIAL. ( ) FIRE WATER LINE VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZ01 TA t:.AB"P 'ROM HE NEW WASTE (I!) IF A COLLECTION SYSTEb1 PIPE CROSSES U. r � HNE, MEASURED UNDER A P LATERAL L THE REPLACED W StFLWA SER ,I 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO COLLECTION SYSTEM PIPE IS CONSTRUCTED OF ACRYLONITRILE BUTADIENE PUBLIC NATER SUPPLY PIPE clip T. E F. AIN OR SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE l- STYR NEIII) WHERE A NEW POTABLE WATERLINE P DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S A. PARALLELS A 'h t� s�,= l ; ER MAIN, THE WAS L : ''min; OR (ABS)( ) TRUSS PIPE, SIMILAR LATERAL SHALL BE CONSTRUCTED OF AT LEAST 150 PSI PRESSUFC RA PIP:- APPROVAL. REQUIREMENTS APPLY: SKETED JOINTS, THE FOLLOWING BE LOCATED AT LEAST TWO FEET ABOVE THE V{ASTEWATER MAIN R Lr -,'s D I THE NEW POTABLE '�F' � INC- (1) (I) A MINIMUM SEPARATION DISTANCE IS TWO FEET. ,z l- 'LI°J` SHALL 3. WATER SERVICES SHALL BE SLEEVED UNDER THE PAVEMENT, AND 2' BEYOND 7 -HE BACK OF CURB WITH 4" PVC FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTE R M�`iN 10R i �;E RAS D VERTICALLY, AND AT LEAST (SCH 40). (il) IF A COLLECTION SYSTEM PIPE IS WITHIN NINE FEET OF A PUBLIC WATER SUPPLY INITIAL BACKFILL AROUND THE COLLECTION SYSTEM PIPE MUST BE (-A-) SAND STABILIZED WITH TWO OR MORE �0 POUND BAGS OF CEMENT PERE THE (B) NEW WATERLINE INSTALLATION - CROSSING LINES. (1) WHERE A NEW POTABLE WATERLINE CROSSES AN EXI NG, !�Ot� P YARD OF SAND FOR ANY SECTION OF COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE. THAT THE JOINT _ CUBIC TLATERAL, ONE SEGMENT OF THE RUNE UNE PIPE S EQ � IS CEN DCT t �+NITARY SE R NOTES �PUBLIt; & PRiVA"TEi: (-B-) INSTALLED FROM ONE QUARTER OF THE DIAMETER OF THE COLLECT �� � PIPE BELOW THE CENTERLINE OF THE COLLECTION SYSTEM PIPE TO ONE PI- S OF THE WATERLINE PIPE ARE EQUIDISTANT ION SYSTEM CENTERLINE OF THE WASTEWATER MAIN OR LATERAL THE POTABL WATERLINE , INCHES) ABOVE THE TOP OF THE COLLECTION SYSTEM PIPE. PE DIAMETER {BUT NOT LESS THAN 12 THE WASTEWATER MAIN OR "LATERAL_ WHENEi�ER POSSIBLE TH 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG (III) IF A COLLECTION SYSTEM CROSSES E ic! OSSiNG HA BY THE REAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTE' ATER MAIN PRO"CEDURES MUST BE FOLLOWED: OVER A PUBLIC WATER SUPPLY PIPE, ONE OF THE FOLLOWING SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE IF ET illN TH BY THE CITY. - (I) EACH PORTION OF A COLLECTION SYSTEM PIPE LEAST 150 PSI PRESSURE R A T _ 'r_D RIPE. - UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS SUPPLY PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR WITHIN NINE FEET OF A PUBLIC WATER (II) 'WHERE A NEW POTABLE WATERLINE CROSSES A 2. PROVIDE A MINIMUM OF NINE FEET W HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF PRESSURE RATING USING APPROPRIATE ADAPTERS, PVC PIPE WITH AT LEAST A 150 PSI ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED N EXISTING PF;c�SUiRE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF PRESSURE(ll) A COLLECTION SYSTEM PIPE MUST BE ENCASE THE JOIN -IS OF THE WATERUtJE PIPE ARE E -IAN NDA LEA TINP WIASTE FEE PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE 1�dATERLINE. T1iE CLASS PIPE THAT IS. D IN A JOINT OF AT LEAST 150 PSI OF THE WASTEWATER MAIN OR QUIDIJ,,,r,T AND AT LEA T F�rltdEE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED Td WASTE WATER LATERAL• THE POTABLE WATERLII E tzrIHAI�-. B THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING MAIN OR LATER AL WHENEVER POSSIBLE, THE CROS'iIS G S,H 11. 8 -A-) CENTERED ON THE CROSSING; THE W'aSiLr{A€cR MAIN OR LATER L IF THE1STiNG WASTEWATEF tvfAllJ G' L ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL AND BOTH (-B-) SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL; SHALL BE REPLACED FOR AT �_f� (-C-) AT LEAST 18 FEET LONG; PRESSURE RATED PIPE. LEf'ST NINE FEET IN BOTH DIREC ONS (II F 3. NO CAST -IN-PLACE MANHOLES SHALL BE USED. PIPE; AND (-D-) AT LEAST TWO NOMINAL SIZES LARGER (111) WHERE A NEW POTABLE WATERLINE CROSSES A NEW N � _- EI THAN THE WAST WATER COLLECTION AND THE STANDARD PIPE SEGMENT LENGTH NO PRE`�Sc. ,� ,; 4. ALL SANITARY SEINER PIPE 6 TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 (-E-) SUPPORTED BY SPACERS BETWEEN THE COLLECTION SYSTEts9 PIPE AND THE SEGMENT OF THE WATERLINE PIPE SHALL BE OF THE WASTEWATEII MAIN OR ' HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. ENCASING PIPE AT A MAXIMUM OF FIVE-FOOT INTERVALS. JOINTS OF CENTERED OVER THE WASTEi�r1,-':B' THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST �I; JE FSE t 1 s <di 5. ANY AND ALL D.I.P. TO 8E USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL(4) PUBLIC WATER SUPPLY PIPE AND COLLECTION SYSTEM MANHOLE SEPARATION. THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINiE. SHALL BE POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MA WASTEWATER F.RAIPJ OR LATERAL. WHENEVER POSSIBLE, THE CROS III G SHALL BE THE WASTEWATER MAIN OR _LATERAL. THE WASTEWATER PIPE SHALIL HAVE A XIMUM INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (A) UNLESS COLLECTION SYSTEM MANHOLES AND THE CONNECTING COLLECTION SYS 5.0% DEFLECTION. THE WASTEWATER MIN (w/SCREW-TIGHTENED STEEL BANDS WATERTIGHT, AS SUPPORTED BY LEAKAGE TESTS SHOWING NO LEAKAGE TH SYSTEM PIPE ARE CLAUSE V R MAIN OR LATERAL SHALL - JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. ) (IF NINE FEET OF HORIZONTAL CLEARANCE FROM AN THEY MUST BE INSTALLED A MINIMUM { I) OF THIS SUBPARAGRAPH I EMBEDDED EXISTING OR PROPOSED PUBLIC WATER SUPPLY PIPE. M OF JOINT ON EACH END. -.., NE PIPE.... SE 6. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE ) .FOR THE TOTAL LENGTH OF BS T A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED THE RE U (IV) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NO R,ESSU LOCATED IN PAVEMENT. AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS LESS (3) OF THIS 'SUBSECTION APPLY. Q IREMENTS IN PARAGRAPH SEGMENT SHAH BE CENTERED OVER THE WASTE TH, E 1�8 IFE I� CONFORM WITH ONE OF THE FOLLOWING OPTIONS. ' A IN (!) tA'ITHIN NINE FEET`HOFIZONTALLY OF EITHER SIDE THE ATERIAL JOINTS SHALL BE CONSTRUCTED WITH -PIPE MATERIAL ~ HAVING A MIN F T1 tSU l LATERAL SHALLABSOLUTE MINIMUM BE L.00ATEDLBELOWTH SEPARATION W DISTANCE TERLINEE OF TWO FEET HALL SU R I P (II) ALL SECTIONS OF WASTEWATER MAIN OR .LATERAL 1AIt' tN NINEFEE SHAH BE ENCASED IN AN 18 -FOOT (OR LONGER SECTION OF PIPET PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE ENCASING l�IF LESN. L BE SHAH BE AT LEAST TWO NOMINAL PIPE DIAMETERS LARGER THAN I E %'�AS �-WA AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT pl LESS TEF TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASINGI :. ALL B ( SE, CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL. AN ABSOLUT MINIMUh4 S BETWEEN THE ENCASEMENT PIPE AND THE WATERLINE SHALL BE PR Ob ED_. TH W BELOW THE WATERLINE. (Iii) WHEN A NEW WATERLINE CROSSES UNDER A WASTE TES M N BE ENCASED AS DESCRIBED FOR WASTEWATER MAINS L i� CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAI OR N SUB OR LATE_ i ' S I ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN T E WATE1RUN LATERAL SHALL BE PROVIDED. BOTH THE WATERLINE AND.WASTEWAT` MAIN OR AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. (V) WHERE A NEW POTABLE WATERLINE CROSSES A JEW, P ESS ,LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHAH BE CENTEREI: OVER THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE EET HORIZO THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE iS WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL ALL BE A� THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL H,' VE A 150 PSI. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED, v CEMENT ISS OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEG RENT P S EACH END. (VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED AND MI URCE ! VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIX -i RE) T C SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WA TE OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER M, N 0( L TER THE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS D.URING,;F TURF CO ST (5) WATERLINE AND WASTEWATER MAIN OR LATERAL MANHOLE' R CiLEOU DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER MAIN OR! I TERAL MINIMUM OF NINE FEET. WHERE THE NINE -FOOT SEPARATION DISTANCEI, i NNOT SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CL SS 'IIP AT AT FIVE-FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRC ND TH CAF OMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AR PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEAL DINW TH CEI SEALANT. (6) LOCATION OF FIRE HYDRANTS., FIRE HYDRANTS SHALL NOT BE INSTALL HORIZONTALLY OF ANY WASTEWATER MAIN, WASTEWATER LATERAL, OR WASTE TEI CONSTRUCTION. (7) LOCATION OF POTABLE OR RAW WATER SUPPLY OR SUCTION LII ES. SUCTION SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WA': EWPTE SEF LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET` OF ANY TILE OR CONI R E 1 LATERAL, OR WASTEWATER SERVICE LINE. (8) PROXIMITY OF SEPTIC TANK DRAINFIELDS. WATERLINES SHALL N,0 BE INTALI SEPTIC TANK DRAINFIELDS. At:K DATE DESCRIPTION i R SSUR- RATED WASTEWATER ty!rIN OR SUBSTANTIALL _ � AS II- ATER MAIN OR LATERAL SUCH NINE SET HORIZONTALLY FROM T=E ���� =Alk BE AT LEAST TWO FEET ABOVE TE -I t ENTERED BETWEEN T+IE JOINTS Aftaftsmosoft OR LATERAL IS DISTURBED OR SHOWS DIRECTIaNS (18 FEET TOTAL) WITH AT I ME ATED WASTEWATER MAIN OR LATERAL STRUCK NON, ATER MAIN OR LATERAL SUCH THAT 11124110 TI HORIZONTA. I Y FROM THE CEN E AT LEAST s,X N'al—ice CENTERLINE I�,,.,: ,�.� ABOVE E CENTERED Bpi ��FN I�;_ JOINTS OF CONSTRUC11O DRAWINGS NERAL c :^#+ SIGNS C -F I eING, 1T ISSUED PRIOR TO THIS FE RATED c R SING PIPE SHALL HAVE A MINIMUM CENTERED ON THE WATERLINE AND ER MAIN OR LATERAL THE SPACE VALS WITH SPACERS OR BE FILLED T TOTAL) WITH WATERTIGHT NON -SHRINK VIT,d, AT �� 15d PSI DATE ARE REPLACED BY WASTEWA € E;R ��A1�-, CR ;NERAL °.FERAL THIS SET & SHOULD LD I�iOT IS AT LEAS 1s F EEe, ONE MAIN OR BE USED FOR LATERAL SUCH THAT IHE ZONTALLY FROM THE CEN IEERLtNE CONSTRUCTI CF AT LEAST TWO FEET ABOVE tH_ CENTERED BETWEEN THE JOINTS OF ekq} I UM PIPE STIFFNESS OF 115 PSI AT TEWATER LINE SHAH BE LOCATED IN CEMENT STABILIZED SAND (SEE MENT * .• �0 •' PLUS 12 INCHES BEYOND THE ' • • • • • • A • A METC � ITED WASTEWATER MAIN OR LATERAL �¢ �'.. 88 83 LENGTH, THE POTABLE WATER PIPE E o�•<< D METHOD OF INSTALLATION SHALL ii FS RLINE, THE WASTE6s;ATER PIPE AND E RATING OF AT LEAST 150 PSL AN R VIDED. THE WASTEWATER TER ,,, RAIN OR HORIZONTALLY OF THE WATERLINE C SEA EPARATION OR dLAUSE 1 W V SING PIPE SHALL HAVE A MINIMUM CENTERED ON THE WATERLINE AND ER MAIN OR LATERAL THE SPACE VALS WITH SPACERS OR BE FILLED WITH WATERTIGHT NON -SHRINK DISTANCE OF SIX INCHES TEWATER LINE SHAH BE LOCATED LATERAL, THE WATERLINE SHALL < (if) OF THIS CLAUSE OR D JOINTS AS APPROPRIATE. AN Z tn W Z t -- E AND THE WASTEWATER MAIN OR LATERAL MUST W �"� P � " _ PASS A PRESSURE �,,,� < Z 0- RE RATED WASTEWATER MAIN OR ASTEWATER D 0- J ® Q_ Q Z O LINE SUCH THAT THE Z �"'� U TALLY FROM THE CENTER LINE OF W ,�5 li (,LEAST SIX INCHES ABOVE THE NTERED BETWEEN THE JOINTS OF J H 0 Y- (♦—� 10 Q PRESSURE RATING OF AT LEAST SAND Q O �✓ j m IABILIZED (SEE CLAUSE (VI) i INCHES BEYOND THE JOINT ON w � Z STABILIZED SAND SHALL HAVE A BASED Z � O Q m ON LOOSE DRY WEIGHT I-EMENT STABILIZED W t�� W V j SAND BEDDING TER MAIN OR LATERAL. tt hh V t --j 0 c0 THE USE _j O L BEDDING IS RECOMMENDED FOR v— f" J SEPARATION. THE SEPARATION )LE OR CLEANOUT SHALL BE A IEVED, THE POTABLE WATERLINE EAST 18 FEET LONG AND TWO ER .PIPE SHAH BE SUPPORTED SHED SAND. THE ENCASEMENT. NT GROUT OR MANUFACTURED FIN NINE FEET VERTICALLY OR SERVICE UNE REGARDLESS OF � J a U CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. MAINS TO PUMPING EQUIPMENT C/o CRAIG PAULL 10E LINES. RAW WATER SUPPLY 1808 TEXAS AVENUE S., STE. 300 �STEWATER MAIN, WASTEWATER COLLEGE STATION, TX OFF: (979) 695-9955 D CLOSER THAN TEN FEETTO FAX (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335CVlA SCALE: N/A SUBMITTED DATE: OCTOBER 6, 2010 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 -- 0335 SHEET 3 OF 11 ifn LOT 1 R, BLOCK TWO I / F.S. KAPCHINSKI ` (CALLED 2.616 ACRES) I APPROXIMATE LOCATION OF PLAN O 20 40 2" ATMOS GAS LINE I /. N( RIM APPROXIMATE LOCATION OF I 66 S.F. OF CONCRETE i ��. SCALE,- 1" = 20' UNDERGROUDN ELECTRIC PATCH - SAW CUT / 64 S.F. OF CONCRETE LINE PATCH - SAW CUT FOR SEWER SERVICE ! — ` FOR ELECTRICAL AS REQUIRED — — -__ —GAS— SERVICE AS REQUIRED --- FRIABLE PTH P.UE. 5/8' I.R.F. w — ---- cas GAS lA§-- i 0' P_ll_E -_ / /0 M.H. q M.H. (279/431)GAS LOT 2B, BLOCK ONE —UE— _ _ —UE— - _ y UE_ - -UE- - - UE _ _ - --- GAS _ O I EAST BRAZ - _ _ _ _ _ ---_ EXISTING I o J.B. J.8.. OS INDUSTRIAL '�- ---�.� � uE�` -UE- — WOOD GAS -,c_ PARK 1 FF us- 21"4 ' 7» EUE, - � s _uE- -UE- _ -uE- 10' P.U.E.' Nf F ---- � 0 (CALLED 0.20 ACRES) F FF FF FF FF——(��)--UE — — —UE— — _ I _ F ' FF FF FF -UE- _ _ _� 5/8 I.R. I — _ j FF FF FF `po 1^1--- — -- — — ,1 ; FF FF U_ -- � APPROXIMATE LOCATION OF ' CONCRETE Z E WASH-OUT �` I —18" DIP PUBLIC WATER G APICALLY MAPPED ' < m I LINE 100 FLOODPLAIN & tJ� AREA LOCATED AS FLOG WAY ( ZONE AE �• I PER�LOMRCASE N> REQUIRED 07-06 0546P DATED- ' 3 7/11/08 Ski m ' w Ld eA \ \ 25 S.F. OF ROCK RIP -RAP 0Cp® ' W I w/FILTER FABRIC &'Cps+ U_ / ' IV I I DISCHARGE POINTS - 6"0 I ' < 3: i TO EV'O STONES (20 LB 25 S.F. OF ROCK RIP -RAP U MINIMUM) w/FILTER FABRIC & I I I p 0 3 q \ DISCHARGE POINTS - 6"0 ' � 1 -_ � � I 5/8" I.R.F. f TO 8"0 STONES (20 LB ' a = � _ of 3 v� MINIMUM)TIO p � q I APPROXIMATE LOCA S 2433'25" E= $ 2' _ _ ' = `� I —8" PVC PUBLIC WATERN of j �_. RF8RFB LINE 1 I J / I cc,_ = REMOVE EXISTING CONCRETE CURB & GUTTER = T.B.M. #1=297.23' RFB FF RFB _ FF FF FF FF FF FF _ FF 'FF FF FF FF i I (NAD 83) 5/8" I.R.F.N 24'3756" W — 318.23' ( l /co N N N rn N _ \ \ VARIABLE WIDTH u 1 /2" I.R:F. 1 -_ 3 I RAINAGE EASEMENT 25 S.F. OF ROCK RIP -RAP I W \ (268/795) w/FILTER FABRIC &. i DISCHARGE. POINTS - 6" LOT 9, BLOCK TWO � F.S. KAPCHINSKI ( I I I TO 8 MUM STONES :(29=TLB _ (CALLED 0.298 ACRES) APPROXIMATE LOCA REDMOND TERRACE TION OF LOT 18-20, BLOCK FOUP. MINIMUM) ---�v�`_ = 4" ATMOS GAS LINE \ (CALLED 2.714 ACRES) \ , 3 T \ \OD I w I s�QI' 1 CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DA%kGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. a�J INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE @ LOW POINT TO PROVIDE— ADEQUATE ROVIDEADEQUATE CROSS -DRAINAGE NOTE: DRESS WITH SUFFICENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE 12' (MIN) ACCESS STREET CROSS—SECTION C O N STR U CTI O N ENTRANCE N.T.S. TEXAS A&M "QS N.T.S. Cl TY OF STA LIM roR- PN '9S F.S. K CHINI SISI: A LOT 6 BLI CK TWO 1713 COLLIE RK PLACE TI6N, ®WM WATER METER 3T DOUBLE CHECK VALVE TX SYMBOL & LINE LEGEND 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR MW GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER aDcv DOUBLE CHECK VALVE ®Ev ELECTRIC VALVE ®BV BALL VALVE MEM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE 0C.O. CLEANOUT 4FH FIRE HYDRANT ®T' TELEPHONE PEDESTAL SE Al AREA INLET EpB JUNCTION BOX o CURB INLET C PB FIXED PIPE. BOLLARD — - — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE REVIEWED F OR GEOTEXTILE BAGS FILLED c6MPLIAIMCE NTH SAND OR GRAVEL 011 TO ANCHOR PLASTIC LINER SAN .3 Z z PLASTIC 18" MIN C LL. S TI ON EXISTING LINER 1_- ENGINEERING GRADE ��Nll 1 1 1 �,Pclj 1 -11 8' MiN. EXISTING SUBGRADE ELEVATION VIEW CRUSHED ROCK RUMBLE, w WASTE MATERIAL OR o0 0 COMPACTED WASTE x SUBGRADE _I --- TOP } c m - m l (0 18" MIN 8'x8' BOTTOM PIT F h AREA (MIN) o- EXPAND AS NEEDED CL 3' LONG METAL "T" o @ 10' SPACING-, GEOTEXTILE BAGS FI L ED O.C. (MAX) WITH SAND OR GRAVEL TO ANCHOR PLASTIC LI ER EXISTING GROUND z TOP SEE DETAIL "A"�� (DOWNSTREAM) m 40 PLAN VIEW CONCRETE WASHOUT N.T.S. F 0 SION--CONTROL LEGEND FABRIC FENCE FILTE W (�EIN S UAREI ORCED FFF MAY BE REQ'D) RX OF CONCRETE CURB ON EIN ORCED FILTER FABRIC FENCE ')E OF PARK PLACE DIRECTION ACROSS FROM .S S­ABIl SOUTH IZED CONSTRUCTION ENTRANCE IP I INLET (ELEV,= PROTECTION BARRIER (PH 2) RF ROCK FILTER DAM (TY 1), SEE TxDOT STAN 0 ARD EC(2)-93 P � V LL_o 1. RE FE T ? SHEET COA & CO.2 FOR EROSION CONTRD ND MSI C.1 CONSTRUCTION NOTES. 2. RE E TO HE T C1.2 & C2.2 FOR GRADING AND DR AGE ON TRUCTION DESIGN & DETAILS. 3. RE R TO S ET C1.5 FOR SEEDING AND SODDING EQUIREME TS. T.B.M. W W S UAREI UTi BACK OF CONCRETE CURB ON THE SQ SI ')E OF PARK PLACE DIRECTION ACROSS FROM JO HE SUBJECT PROPERTIES' SOUTH PROBER Y CORNER. (ELEV,= 97.2��-NlD 83) N.T.S. io " METAL "T" POST WIDE MESH FENCE (ATTACHED TO POST) FILTER FABRIC (AACHED TO WIRE FENCE) 0�.0 .» E SILT FENCE )GETHER AT JOINTS TH NYLON CORD OMPACTED FILL GROUND T FENCE, AS :D BY SILT FILL RE & SILT FENCE TRIED " BELOW GRADE UPSTREA .NOTE: INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS JG STANDARD DETAIL SWPP1-03 cam 7607 EASTMARK DR., STE. 250F <' POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@niengineer.coni OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. KERR. SURVEYING,. LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX. (979) 691-8904 MARK] DATE I DESCRIPTION STA Nal TIAL COMPLETE soft E CONSTRUCTluri 111241j® CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI Eke � t r �' 88 83 -A�. 0 J W W Z F— < Z 0 Z) JO Y w ��� F _ :2>L I f --Ne 0 ry0 � V LL_o < Q_ LLJ I- Z Ld0 0_j f— i) W m �Zo �0 O 0 w 0 J Iw CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335EClA I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 225 - 0335 SHEET 4 OF 11 SYMBOL & LINE LEGEND 0 POWER POLE 3 LIGHT POLE I GUY WIRE ANCHOR LOT 1R, BLOCK TWO GAS PIPELINE RISER F.S. KAPCHtNSKI Mwv WATER VALVE (CALLED 2.616 ACRES) PLAN 0 20 40 ®wM WATER METER NURrTH NDcv DOUBLE CHECK VALVE 47.65 L.F. OF 12"s� SCALE: 1 = 20` (VEv ELECTRIC VALVE ®Bv BALL VA PVC DRAINAGE PIPE C� LVE 1.60% SLOPE I I CONCRETE SIDESLOPE OEM ELECTRICAL TRANSFORMER CONCRETE JUNCTION B.OHEADWALL (12"0 PIPE) ®GM GAS METE R 5/8 I.R.F. RIM=292,25' F _291.75 GRADE DRAINAGE OMHMANHOLE / (1)=290.99' SWALE w/3H:1V 0GQ• CLEANOUT ►� FIRE HYDRANT F/L (0)=290.89' SIDESLOPES & 2.25% M.H.p TP TELEPHONE PEDESTAL LOT 2B, BLOCK ONE T/C=292.28' /C=293.96' SLOPE o0 M.H. ® ON Al AREA INLET EAST BRAZOS INDUSTRIAL .._ T/C-292.64' T C=293.60' EXISTING WOOD MPB JUNCTION BOX �+-•'�- / - *47'47" FENCE I O J. B. O J.B_ PARK #1 T C-292.54 ` ______ S �� 4� �`7 E '- 297.51' /w= 94.25' o CURB INLET (CALLED 0.202 ACRES) � / - N o PB FIXED PIPE BOLLARD �• T/C=291.80'5`V .509 292 _ 5/8» I.R.F. - BUILDING SETBACK LINE 293 ` � '1 --- '_ _" " � C.O. � - . - . 1 293 N ------- PROPERTY LINE 294 C�3 ir / C. --_. i T G=294.60' 2g -` �--------- EASEMENT LINE 5..509 5.50 293 --___ P.U.E. PUBLIC UTILITY EASEMENT ` f/ I v � \ = 94.36' -' +F-1 E.M. 2x4 \ B. L. BUILDING SETBACK LINE T/C < D. C. V. < W.M W T/C=295.1 ,n Q < GRANCALLY MAPPED 100 YR LOODPLAIN & •W ` �`' // ' ' W.M U j �� FLOODW Y (ZONE AE) C' I �/ N _ Q CL Q 3 SYSTEK COMPUTING 1 PER LO R CASE No. N o // A to 07-06-0 46P DATED o // i _ < 7607 EASTMARK DR., STE. 250F <T POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 /11/08 4'W x 8'L CONCRETE /� t p ' DO NOT EXCEED 2.00% F L-294. 0' CV00 BF�7287.50' DRAINAGE FLUME C� 4H:1 V / 112.48 L.F. OF 12"� I F° F' _ 295° (MAX.) CROSS -SLOPE (1N / !Y IP MARK DATE DESCRIPTION SLOPE w/VELOCITY /// PVC DRAINAGE PIPE CSA (1 1/2- RECESSED BRICK LEDGE) � ALL DIRECTIONS IN THE b Q CALL BEFORE YO IG DISSIPATERS - EXTEND '� // 1.60% L PE H/C PARKING AREA -g �, - I SUBSTANTIALLY TO BOTTOM OF FILL // J J _ �" _ I TEXAS ONE CALL SYST It w/ROCK RIP -RAP r 1-8Q0-245-4545 FA 12"0 PIPE = 289.00' j C=295.10' ' in ®MPLE�E T/C=2 4.22' Millillilillillillillillillilin 2 (AT LEAST 72 HOURS PRIOR TO DI G NG) t Sh Oak mumEUNft F u - IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AlALL U ILI IES 5/8" I.R.F. // 509 6' WA IK { W� LK _ co PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSI FOR ALL DAIAGES t {� I PRIOR a TO EXISTING UTILITIES DUE TO ANY CONSTRU ON 1ICTI VI nil I.R.F. T/W=291.25' ,T/C=291. 0' J ® ® A fl o T/G=289.75' ( I ! » k,- // T =291.51' 2 - \T/C=295.10' , T/G=2\1. ' S 24 33 25 E 87.72 CONSTRUCTION DRAWINGS I ( o T/P=294.64, T/C= 3.59' \� 294 I ISSUED PRIOR TO THIS \ T/N7_ 291. 5' �- I - III' MATCH NEW PAVEMENT DATE ARE REPLACED BY ' 3.54% 0.70 THIS SET & SHOULD NOT T/G 287.80 d' T C_ 0.999 c9 � � - � T/C=293.16 / -294;18' /C=295.02' 1.009 - T W �I TO EXISTING PAVEMENT RETAINING WALL NOTES: / T -2x4.22' BE USED FOR � T/C=291.56' TfC= 3.7d' TfC=295A6' ¢w ! ELEVATION &GRADE N ® T/W=291.25 i T/P=288.50 _ z I I FLUSH 1. CONCRETE SHALL HAVE A 28 DAY COMP _SS VE ST ENGTH OF 3,500 PSI. USE T/G=287.50' c ! Q o I CONSTRUCTI 1 \ T/P=288.48' N 2�2 2g3 o I I 3/4 COARSE AGGREGATE WITH A SLUMP NOT T EXC D INCHES. + - �' Z DO NOT EXCEED 2.00% -= -••..- Fkq T/W=291.25' ` \c l 2.06% i 2. REINFORCING STEEL SHALL CONFORM TO AS A61 GRADE 60. V \ T/G=287.80' V -�-- \ 2.009 (MAX.) CROSS -SLOPE (IN � t ALL DIRECTIONS IN - * ••- '- ��I 3. FOOTING SHALL BE PLACED ON SUBGRAD OMP ITE TO A MINIMUM OF 95% OF e• ' A 'r�Ezc � • � , \ - � _ PEDESTRIAN CROSS -WALK ol T c-29 ' �T/C=295.30' ' / MAXIMUM DRY DENSITY DEFINED BY ASTM D69 TAND RD PROCTOR. ...• ............. r �� \ Ic T/P=295.12' o •. 88 83 --: y -»- -'---- -- �- �.�_ _ ,_ �_. _ _ _ �= - - � _ Nl, AL VIBRATORS. Pt moo'- C �•,. N 24 37 56 W 4- 318.23 I G. t ti � LY CONSOLIDATE ALL CONCRETE WlT MECH i N L 5/8„ 1 R F T/W=291.25' N N N N - IF BACKFILL OPERATIONS BEGIN o�� T/G=290.10' - PRIOR TO CONCRETE REACHING IT'S -DESIGN ae� rn IN OF RETAINING WALL WILL BE R� WIRED � ENGTFI. PRIOR TO THIS TIME HEAVY T/W-296.10' T/C�295. 0' T.B.M. #1-297.23 EQUIPMENT FOR SPREADING AND COMPACTING ICKFILL WIL NOT BE ALLOWED. LOT 9, BLOCK TWO (NAD 83) LOT 18-20, BLOCK FOUR 4'W x 8"L£ONCRETE _(CALLED 0298 INSKI a RES) 1/2» I.R.F. I G. 6. PLACE EXPANSION JOINTS AT 50' INTERVAL SEE ET' 'ILS SHEET C2.2 REDMOND TERRACE DRAINAGSLOPE wE VE OCITY h ( I " (CALLED 2.714 ACRES) DISSIPATERS 7. REFER TO SHEET CO.1 PAVING NOTES OR h A DI4NAL CONCRETE AND STEEL ERS EXTEND 130 L.F. OF CONCRETE REQUIREMENTS. RETAINING WALL TO BOTTOM OF FILL w/ROCK RIP -RAP DETENTION POND WEIR STRUCTUREw/ROCK -- --- -- -- -- -- -- -- _- I I RIP -RAP I CONCRETE RETAINING WALL EXISTING GRADE TYPICAL CROSS-SECTION DETENTION POND CONCRETE RETAINING WALL -I 24" I I 5" TDP=291.25' /\ 4 STAGE 2=290.75' AGE 1=287.50' POND #1 WEIR STRUCTURE N.T.S. WALL TABU GRADING LEGEND STEM HEIGHT BASE WIDTH HEEL DRAINAGE DIRECTIONAL ARROW T/P=10 00 TO OF PAVEMENT T/C=10r 00 TOP OF CURB T/W=1 o I 00 TO OF WALL T/G=10 00 T0P OF GROUND OR GRATE T.B.M. tj #4 @11'15" <5'-3" SQUARE I CU1' 114 BACK OF CONCRETE CURB ON THE SO )THI SDE 15» OF PARK PLACE DIRECTION ACROSS FROM THE SUBJECT PROPERTIES' SOUTH T PROPERTY CORNER. (ELEY. =297 -23 -MAD 83) PLAN N 3TES:i 1. KFFIL R TO 3HEEDT C0.1 & CO.2 FOR GRADING, DRAINA , AN MISCELLANEOUS CONSTRUCTION NOTES. 2. R FER 0 SHEET C2.2 FOR GRADING, DRAINA & MIICEL!LANEOUS DETAILS. 7607 EASTMARK DR., STE. 250F <T POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 /11/08 4'W x 8'L CONCRETE /� t p ' DO NOT EXCEED 2.00% F L-294. 0' CV00 BF�7287.50' DRAINAGE FLUME C� 4H:1 V / 112.48 L.F. OF 12"� I F° F' _ 295° (MAX.) CROSS -SLOPE (1N / !Y IP MARK DATE DESCRIPTION SLOPE w/VELOCITY /// PVC DRAINAGE PIPE CSA (1 1/2- RECESSED BRICK LEDGE) � ALL DIRECTIONS IN THE b Q CALL BEFORE YO IG DISSIPATERS - EXTEND '� // 1.60% L PE H/C PARKING AREA -g �, - I SUBSTANTIALLY TO BOTTOM OF FILL // J J _ �" _ I TEXAS ONE CALL SYST It w/ROCK RIP -RAP r 1-8Q0-245-4545 FA 12"0 PIPE = 289.00' j C=295.10' ' in ®MPLE�E T/C=2 4.22' Millillilillillillillillillilin 2 (AT LEAST 72 HOURS PRIOR TO DI G NG) t Sh Oak mumEUNft F u - IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AlALL U ILI IES 5/8" I.R.F. // 509 6' WA IK { W� LK _ co PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSI FOR ALL DAIAGES t {� I PRIOR a TO EXISTING UTILITIES DUE TO ANY CONSTRU ON 1ICTI VI nil I.R.F. T/W=291.25' ,T/C=291. 0' J ® ® A fl o T/G=289.75' ( I ! » k,- // T =291.51' 2 - \T/C=295.10' , T/G=2\1. ' S 24 33 25 E 87.72 CONSTRUCTION DRAWINGS I ( o T/P=294.64, T/C= 3.59' \� 294 I ISSUED PRIOR TO THIS \ T/N7_ 291. 5' �- I - III' MATCH NEW PAVEMENT DATE ARE REPLACED BY ' 3.54% 0.70 THIS SET & SHOULD NOT T/G 287.80 d' T C_ 0.999 c9 � � - � T/C=293.16 / -294;18' /C=295.02' 1.009 - T W �I TO EXISTING PAVEMENT RETAINING WALL NOTES: / T -2x4.22' BE USED FOR � T/C=291.56' TfC= 3.7d' TfC=295A6' ¢w ! ELEVATION &GRADE N ® T/W=291.25 i T/P=288.50 _ z I I FLUSH 1. CONCRETE SHALL HAVE A 28 DAY COMP _SS VE ST ENGTH OF 3,500 PSI. USE T/G=287.50' c ! Q o I CONSTRUCTI 1 \ T/P=288.48' N 2�2 2g3 o I I 3/4 COARSE AGGREGATE WITH A SLUMP NOT T EXC D INCHES. + - �' Z DO NOT EXCEED 2.00% -= -••..- Fkq T/W=291.25' ` \c l 2.06% i 2. REINFORCING STEEL SHALL CONFORM TO AS A61 GRADE 60. V \ T/G=287.80' V -�-- \ 2.009 (MAX.) CROSS -SLOPE (IN � t ALL DIRECTIONS IN - * ••- '- ��I 3. FOOTING SHALL BE PLACED ON SUBGRAD OMP ITE TO A MINIMUM OF 95% OF e• ' A 'r�Ezc � • � , \ - � _ PEDESTRIAN CROSS -WALK ol T c-29 ' �T/C=295.30' ' / MAXIMUM DRY DENSITY DEFINED BY ASTM D69 TAND RD PROCTOR. ...• ............. r �� \ Ic T/P=295.12' o •. 88 83 --: y -»- -'---- -- �- �.�_ _ ,_ �_. _ _ _ �= - - � _ Nl, AL VIBRATORS. Pt moo'- C �•,. N 24 37 56 W 4- 318.23 I G. t ti � LY CONSOLIDATE ALL CONCRETE WlT MECH i N L 5/8„ 1 R F T/W=291.25' N N N N - IF BACKFILL OPERATIONS BEGIN o�� T/G=290.10' - PRIOR TO CONCRETE REACHING IT'S -DESIGN ae� rn IN OF RETAINING WALL WILL BE R� WIRED � ENGTFI. PRIOR TO THIS TIME HEAVY T/W-296.10' T/C�295. 0' T.B.M. #1-297.23 EQUIPMENT FOR SPREADING AND COMPACTING ICKFILL WIL NOT BE ALLOWED. LOT 9, BLOCK TWO (NAD 83) LOT 18-20, BLOCK FOUR 4'W x 8"L£ONCRETE _(CALLED 0298 INSKI a RES) 1/2» I.R.F. I G. 6. PLACE EXPANSION JOINTS AT 50' INTERVAL SEE ET' 'ILS SHEET C2.2 REDMOND TERRACE DRAINAGSLOPE wE VE OCITY h ( I " (CALLED 2.714 ACRES) DISSIPATERS 7. REFER TO SHEET CO.1 PAVING NOTES OR h A DI4NAL CONCRETE AND STEEL ERS EXTEND 130 L.F. OF CONCRETE REQUIREMENTS. RETAINING WALL TO BOTTOM OF FILL w/ROCK RIP -RAP DETENTION POND WEIR STRUCTUREw/ROCK -- --- -- -- -- -- -- -- _- I I RIP -RAP I CONCRETE RETAINING WALL EXISTING GRADE TYPICAL CROSS-SECTION DETENTION POND CONCRETE RETAINING WALL -I 24" I I 5" TDP=291.25' /\ 4 STAGE 2=290.75' AGE 1=287.50' POND #1 WEIR STRUCTURE N.T.S. WALL TABU STEM HEIGHT BASE WIDTH HEEL S . '� BA S " <3'-3" 3.'-0" V -O" #4 1 ta, 15" 1 #4 61 1.5» 3,-6,, 1'_6" #4) :pI 15" 1 #4 @11'15" <5'-3" 3'-9" 1'-9" 1 #5 19115" ;4 @11 15» 12" I rT I' . 2/4" CHAMFER • Li 4-B ARS V)- d B RS "O,) > 4 ((ARS Ca? DETENTION FACILITY e - e #4 BARS 0 18" O.C. w YJ e a EEL WIDTH :'\\/�\ - // a B - a �• 4 4 l--.. CV - w e a - i a • d � • d /\//\/ #4 BARS Co? '��/i;�/i:\ ' - . < : �\ :CA #4 BARS 12" O.C. . a 18" O.C. 3-#4 BARS 12" #4 BARS @ CONTINUOUS-.---.. 12" O.C. .BASE WIDTH (VARIES) s' CONCRETE RETNI IN WALL N.T.S. Q x Ya _Z Li F - LL ~ 0 F- < Z <0 J 0 Y \ to OU QQ Q �- 0 I 0 ® W - U) m Ct o < �- Q_ W U O o ,_ �F- _K) W m I- z Ul \ CO 0 w 0 w 0 Q O REVIEWED FOR c COMP t IANCE JAN 1.3 2011 COLLEGE biATION ENGINEERING CLIENT .INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335GPlA I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 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 - 0335' im2� SHEET 6 OF 11 10 L.F. OF 2-4" PVC CONDUIT (GREY) W/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) MAINTAIN 24" (MIN) HORZ. SEPARATION W/ALL OTHER UTILITIES PLACE IN SEPARATE DITCH - INTERCEPT SPARE 4" CONDUIT APPROXIMATE LOCATION OF 2" ATMOS GAS LINE APPROXIMATE LOCATION OF UNDERGROUDN _UCTRIC LINE - V�R GAS VARIABLE WIDTH P.UE. (1834/637) —UE— _u _7 UE_ — 104 L.F. OF 3-4" PVC CONDUIT (GREY) W/PULL STRING FOR SECONDARY LOT 1 R, BLOCK TWO F.S. KAPCHINSKI CALLED 2.616 ACRES) 64 S.F. OF CONCRETE 66 S.F. OF CONCRETE PATCH - SAW CUT PATCH - SAW CUT FOR ELECTRICAL I I I FOR SEWER SERVICE SERVICE AS REQUIRED AS REQUIRED 4 190 L.F. OF 2-4" PVC CONDUIT (GREY) W/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES PLACE IN SEPARATE DITCH - EXTEND TO R.O.W. APPROXIMATE LOCATION OF 48`0 c-, APPROXIMATE LOCATION OF 48"0 R.C.P. STORM SEWERII F--,, N PLAIN 0 20 40 NOR -17H SCALE-. 1" 20' TRANSFORMER & CONNECTION R,C.P. STORM SEWER STORM SEWER MANHOLE 61 PAD (FURNISHED FA=289.40' APPROXIMATE R=293.27' BY CoCS) LOCATION OF 8" F/L(N)=281.79- I I I PUBLIC SANITARY I S R uj F/L(E)=281.83: ql SEWER LINE F/L(S)=281.97 PAI Y [B FAM=282�32' I '--APPROXIMATE LOCATION OF 30 L. F. OF 4" PVC F/L(N)2=287.90' 11 24"0 R-C.P. STORM SEWER (SDR -26, D3034) GAS F/L(S) 287.9 ' u I i SEWER 4 2.00% SLOPE 8"Ss 8"SS GAS 10' P.U. E. (24- MIN COVER) (279/43lfAs 3: 4 —UE— — — — — — — — — — — — — GAS cc U T1 LI TY- LEGEN D —UE— -30 L.F. OF 2" (TYPE K) WATER 0 SERVICE (247 MIN. COVER) & 2" Qo 5 -ELECTRICAL TAPPING SADDLE - SEE B/CS PEAK DETAIL W2-01 0 1 - 1" DOMESTIC WATER METER .—UE— —UE— —UE— 0 1 - 1" IRRIGATION WATER METER 1 1 - DOUBLE CHECK VALVE ti R=297.92'. (METERS SET BY CoCS) ELECTRIC VALVE 30 L.F. OF 1 1/2- PVC (SCH 40) 5/8" I.R. WATER SERVICE (24- MIN. COVER) ELECTRICAL TRANSFORMER 30 L.F. OF 2-3" PVC CONDUIT F/L(N)=291.47' (GREY) W/PULL STRING FOR PHONE 35 & CABLE SERVICE W/24" MIN. DAILY COVER - AS DIRECTED BY UTILITY FIRE HYDRANT COMPANY WAS DETERMINED BY B/CS METHOD 29 L.F. OF STREET BORE "DRY" FOR F/L(W)=291,50' WATER SERVICE LINE 10 L.F. OF 2-4" PVC CONDUIT (GREY) W/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) MAINTAIN 24" (MIN) HORZ. SEPARATION W/ALL OTHER UTILITIES PLACE IN SEPARATE DITCH - INTERCEPT SPARE 4" CONDUIT APPROXIMATE LOCATION OF 2" ATMOS GAS LINE APPROXIMATE LOCATION OF UNDERGROUDN _UCTRIC LINE - V�R GAS VARIABLE WIDTH P.UE. (1834/637) —UE— _u _7 UE_ — 104 L.F. OF 3-4" PVC CONDUIT (GREY) W/PULL STRING FOR SECONDARY LOT 1 R, BLOCK TWO F.S. KAPCHINSKI CALLED 2.616 ACRES) 64 S.F. OF CONCRETE 66 S.F. OF CONCRETE PATCH - SAW CUT PATCH - SAW CUT FOR ELECTRICAL I I I FOR SEWER SERVICE SERVICE AS REQUIRED AS REQUIRED 4 190 L.F. OF 2-4" PVC CONDUIT (GREY) W/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES PLACE IN SEPARATE DITCH - EXTEND TO R.O.W. APPROXIMATE LOCATION OF 48`0 c-, APPROXIMATE LOCATION OF 48"0 R.C.P. STORM SEWERII F--,, N PLAIN 0 20 40 NOR -17H SCALE-. 1" 20' TRANSFORMER & CONNECTION R,C.P. STORM SEWER STORM SEWER MANHOLE 61 PAD (FURNISHED FA=289.40' APPROXIMATE R=293.27' BY CoCS) LOCATION OF 8" F/L(N)=281.79- I I I PUBLIC SANITARY I S R uj F/L(E)=281.83: ql SEWER LINE F/L(S)=281.97 PAI Y [B FAM=282�32' I '--APPROXIMATE LOCATION OF 30 L. F. OF 4" PVC F/L(N)2=287.90' 11 24"0 R-C.P. STORM SEWER (SDR -26, D3034) GAS F/L(S) 287.9 ' u I i SEWER 4 2.00% SLOPE 8"Ss 8"SS GAS 10' P.U. E. (24- MIN COVER) (279/43lfAs 3: 4 —UE— — — — — — — — — — — — — GAS cc ELECTRICI SERVICE (36" MIN. COVER) —ELECTRIC METERSBOTH: 300 AMP SERVICE MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES &PLACE IN120/208 3 PHASE , - SEPARATE DITCH 2 .1 --T SYSTEK COMPUTING < APPROXIMATE UTILITY LOT 213, BLOCK ONE F.F.. = 295-35' ENTRY POINTS ILLUSTRATED Z REF. M.E.P. DRAWINGS EAST BRAZOS INDUSTRIAL 0- PROPOSED 12"0 GROSS AREA = 7,084 SQ.FT. FOR EXACT LOCATION & PARK #1 STORM SEWER IFC CONSTRUCTION TYPE IIB (CALLED 0.202 ACRES) yi, // SPECIFICATIONS, 7 SEE SHEET C1.2 L-1 - - 55/8" I.R.F. A ui APPROXIMATE LOCATION OF WALK 6' ALKI Wi: 1 18" DIP PUBLIC WATER cz=LINE S 24"33'25" E 87.72' IF I < 00, T APPROXIMATE LOCATION OF M, 0 0 LINE PVC PUBLIC WATER 5/8" 1 R.F. elf VARIABLE WIDTH EASEMENT 24' PRIVATE CROSS (268/795) ACCESS EASEMENT I I p I < i II APPROXIMATE LOCATION OF C-0 24"0 R.C.P. STORM SEWER co T.B.M. #1=297.23' N 24 -*37'56" W 5/8" I.R.F. (NAD 83) G. II 1/2" I.R.F. 10 cn < LOT 18-20, BLOCK FOUR\ LOT 9, BLOCK TWO APPROXIMATE LOCATION OF REDMOND TERRACE F.S. KAPCHINSKI 4" ATMOS GAS LINE (CALLED 2.71-4 ACRES) (CALLED 0.298 ACRES) II I Ld AA A A iUTILITY -DEMAND SUMMARY: sr_rc�)vf CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) ,W..ARNING! THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. us_ ?to!— EUE= —UE— AS 0 Qo 5 -ELECTRICAL USE PEAK SAN. SEWER MANHOLE A NHOLE 0 AVG '(gpd)jjj5' .—UE— —UE— —UE— E— 1 SEWER ti R=297.92'. COUNT & LOADING FACTORS. ELECTRIC VALVE UE_ 4 5/8" I.R. 36 ELECTRICAL TRANSFORMER I F/L(N)=291.47' IRRIGATION (gpm) 35 35 Z. —U— DAILY 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT FIRE HYDRANT OTP WAS DETERMINED BY B/CS METHOD THE F/L(W)=291,50' IBB :1 4.51_W��K 2 — LAND C.O. 'rElqCE —UE— ---UE_ TWO-WAY — —UE— _uE FIXED PIPE BOLLARD 5 DETERMINATION. STORM SEWER PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT STANDARD 4"o BUILDING SETBACK LINE E. Ivil— —ur, PEAK FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU MANHOLE .AND < KERR SURVEYING,. LLC: CLEANOUT SHOULD BE VERIFIED BY IRRIGATOR. THE U7 Wt I I V) ' T T H S FROK R=294-.07' F/L(N)=282.50' OF PARK PLACE DIRECTIONACROSS THE SUBJECT PROPERTIES' OFF: (979) 268-3195 co SOUTHWEI-OT FA=290.:00' ER �/10' P.U.E. U, C.v_m — I 1 F/L(E)=282.53' (384/346) w W ELECTRICI SERVICE (36" MIN. COVER) —ELECTRIC METERSBOTH: 300 AMP SERVICE MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES &PLACE IN120/208 3 PHASE , - SEPARATE DITCH 2 .1 --T SYSTEK COMPUTING < APPROXIMATE UTILITY LOT 213, BLOCK ONE F.F.. = 295-35' ENTRY POINTS ILLUSTRATED Z REF. M.E.P. DRAWINGS EAST BRAZOS INDUSTRIAL 0- PROPOSED 12"0 GROSS AREA = 7,084 SQ.FT. FOR EXACT LOCATION & PARK #1 STORM SEWER IFC CONSTRUCTION TYPE IIB (CALLED 0.202 ACRES) yi, // SPECIFICATIONS, 7 SEE SHEET C1.2 L-1 - - 55/8" I.R.F. A ui APPROXIMATE LOCATION OF WALK 6' ALKI Wi: 1 18" DIP PUBLIC WATER cz=LINE S 24"33'25" E 87.72' IF I < 00, T APPROXIMATE LOCATION OF M, 0 0 LINE PVC PUBLIC WATER 5/8" 1 R.F. elf VARIABLE WIDTH EASEMENT 24' PRIVATE CROSS (268/795) ACCESS EASEMENT I I p I < i II APPROXIMATE LOCATION OF C-0 24"0 R.C.P. STORM SEWER co T.B.M. #1=297.23' N 24 -*37'56" W 5/8" I.R.F. (NAD 83) G. II 1/2" I.R.F. 10 cn < LOT 18-20, BLOCK FOUR\ LOT 9, BLOCK TWO APPROXIMATE LOCATION OF REDMOND TERRACE F.S. KAPCHINSKI 4" ATMOS GAS LINE (CALLED 2.71-4 ACRES) (CALLED 0.298 ACRES) II I Ld AA A A iUTILITY -DEMAND SUMMARY: sr_rc�)vf CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) ,W..ARNING! THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. SYMBOL k LINE LEGEND 0 POWER POLE Qo 5 -ELECTRICAL USE PEAK 1. PEAK WATER WAS DETERMINED 1. AVG '(gpd)jjj5' (K4_._0l BY THE B/CS METHOD 1. — FIXTURE THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY SEWER 5,348 COUNT & LOADING FACTORS. ELECTRIC VALVE ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFICATIONS AND WATER (gpm) 9 36 ELECTRICAL TRANSFORMER (DGM DESIGN. IRRIGATION (gpm) 35 35 2. SANITARY SEWER AVERAGE FLOW DAILY 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT FIRE HYDRANT OTP WAS DETERMINED BY B/CS METHOD THE FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING DEVICES). IBB JUNCTION BOX 2 — LAND USE o PB FIXED PIPE BOLLARD BACKFILL DETERMINATION. USTED PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT 3. THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR BUILDING SETBACK LINE w 3. IRRIGATION DEMAND IS THE PEAK FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU DEMAND AND IS AN ESTIMATE .AND SPECIFICATIONS AND DESIGN DATA. KERR SURVEYING,. LLC: SHOULD BE VERIFIED BY IRRIGATOR. THE 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU 505 OF CONCRETE CURB ON COLCHURCH STREET LEGE STATION, TX 77841 V) ' T T H S FROK SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. SYMBOL k LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR I!W GAS PIPELINE RISER Mwv WATER VALVE owm WATER METER EDcv DOUBLE CHECK VALVE (t Ev ELECTRIC VALVE 4D BV BALL VALVE Mr: -m ELECTRICAL TRANSFORMER (DGM GAS METER OMH MANHOLE OC -0. CLEANOUT. c&m FIRE HYDRANT OTP TELEPHONE PEDESTAL FBI] AI AREA INLET IBB JUNCTION BOX F-5-1 CURB INLET o PB FIXED PIPE BOLLARD BACKFILL BUILDING SETBACK LINE USTED PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE #4 BARS 0 12" O.C.E.W. #4 DOWELS (18" LONG) 0 18" 0: C. PLAN I101 EXISTING 1. REI: AND MI � ER TO LA r,"EL-1. S EOQS �EET C0.1 & C0.2 FOR UTILITY 2 FOR UTILITY CONSTRUCTION CONCRETE -1 W 12 NOTES. NOTES. PAVEMENT 2. Fz MISCELL FEIN NEC U TO DETAILS. SHEET C2.2 & C2.3 FOR occ < < Z 7607 EASTMARIC DR., STE. 25017 <77846, D 3. THE ENSURE NT1,RACTO THA A l . POST OFFICE BOX 9253 R SHALL BE RESPONSIBLE To COLLEGE STATION, TEXAS 77842 ALL INITIAL (MANH61. LIDS, VAULTS, EXISTING IMPROVEMENTS EMAIL. civil@rmenginee.r.com BACKFILL ARE AD, USTED SO TRAFFIC BOXES, ETC...) OFFICE - (979) 764-0704 THAT THEY ARE FLUSH MTH FAX - (979) 764-0704 > THE NEi1M SIDE LK AND PAVEMENT. TEXAS FIRM REGISTRATION No. F469:5 w LB. M. #1 '0 1 m, F<- V) aeuj Li0 KERR SURVEYING,. LLC: SQUARE i THE S6 UTI I i BACK 505 OF CONCRETE CURB ON COLCHURCH STREET LEGE STATION, TX 77841 V) ' T T H S FROK DE OF PARK PLACE DIRECTIONACROSS THE SUBJECT PROPERTIES' OFF: (979) 268-3195 SOUTHWEI-OT PR C ER Y CORNER. FAX: (979) 691-8904 (ELEV.L297.2 rT7, 1 AD 83) NCRETE SAW CUT (ALL SIDES) ENT STABILIZED D ........ ....... .... . COMPACT IN :6" ...... ------- ................... - - ----- ---- - ------------ (m X) LIFTS TO 90% ........ .. . SPRING LINE -:-O.D.' 0. ST NDARD PROCTOR OF PIPE ............. . DE SI:TY @ 0 TO +4% OF .... . ....... ... .............. .. ..... ........ ........ . . OPTIMUM MOISTURE ... ... .......... . BEDDING i CO TENT — WORK IN ...... ............ (4" MIN) / I i AR DUND PIPE BY HAND TO EQUALLY PROVIDE UNIFORM SUPPORT SPACED J i U TO spplt%lf-- LINE +12" (MIN) +24- (MAX) LE TE N.T.& DIS�TURBED SOIL diEWED FOR MPLA NCE Vii 13 2011 10 CDL EGE S-EATI ON E GINEERING II I MARK DATE DESCRIPTION mftum%,m� m In Iff IstiTANTIALLY COMPLETE 00%suowminnn AftTI _u TRUON61 GurlaL; N AFA 1 1124ilO CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED CONSTRUCTI! J� Z EXISTING CONCRETE -1 W 12 x w PAVEMENT [,7 F- < CL Z c) Z occ < < Z cl D 10 < z y =) D S) INITIAL 0 (fj 0 ------------ -- LLJ r I- 0 < BACKFILL z ........................ .............. ........ .......... "' , . - < 0 m ry � > ...................... ­ . .. . .. ............ 5�e z 0, CL NCRETE SAW CUT (ALL SIDES) ENT STABILIZED D ........ ....... .... . COMPACT IN :6" ...... ------- ................... - - ----- ---- - ------------ (m X) LIFTS TO 90% ........ .. . SPRING LINE -:-O.D.' 0. ST NDARD PROCTOR OF PIPE ............. . DE SI:TY @ 0 TO +4% OF .... . ....... ... .............. .. ..... ........ ........ . . OPTIMUM MOISTURE ... ... .......... . BEDDING i CO TENT — WORK IN ...... ............ (4" MIN) / I i AR DUND PIPE BY HAND TO EQUALLY PROVIDE UNIFORM SUPPORT SPACED J i U TO spplt%lf-- LINE +12" (MIN) +24- (MAX) LE TE N.T.& DIS�TURBED SOIL diEWED FOR MPLA NCE Vii 13 2011 10 CDL EGE S-EATI ON E GINEERING II I MARK DATE DESCRIPTION mftum%,m� m In Iff IstiTANTIALLY COMPLETE 00%suowminnn AftTI _u TRUON61 GurlaL; N AFA 1 1124ilO CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED CONSTRUCTI! J� Z .0W x w z,-; < F - c) Z —Z F- < Z D 10 < z y =) D CL CL.F= 0 (fj 0 W LLJ r I- 0 < 10 N < 0 c) LL_ I_ V) < < 0 m ry � > CL Lj 5�e z 0, CL w w '0 1 m, F<- V) aeuj Li0 W'o Ld -i 0 _j V) 0 J 0 0 CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. C/o CRAIG PAULL 1808 TEXAS AVENUE S.,. STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335UPJA I SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 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 0335 cl 0 SHEET 7 OF 11 5/8 I.R.F. LOT 2B, BLOCK ONE EAST BRAZOS INDUSTRIAL PARK #1 — (CALLED 0.202 ACRES) 2� tJ 'o •Cp— TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) \ 5/8" I.R.F.. S 24'33'25" E - 87.72' 5/8" I.R.F. , 4'W x 8'L CONCRETE DRAINAGE FLUME TRANSFORMER PAD WE I PLAN O 20 40 LOT 1 R, BLOCK TWONORTH F.S. KAPCHINSKI (CALLED 2.616 ACRES) SCALE: 1" = 20' i I I 1 0 M.H. M.H. EXISTING WOOD I O J B (?'JB S 21.4747" E 297 5f' FENCE --(( -- . I 5/8" I.R.F. ® p C. 0, C.O. W.M D. C. V. TYPICAL 6' CONCRETE SIDEWALK ADJACENT W.M TO STRUCTURE o SYSTEK COMPUTING TYPICAL 6' CONCRETE TYPICAL 5' CONCRETE SIDEWALK ADJACENT SIDEWALK TO STRUCTURE ft 00 M M Ril WAIIK I 1 1 1 1 1 I I I 1 I I I I Ld E ( E I E I E 12.00w —�--- 12.00' —~T-- -- -- r 12.00w wl) (TYP) I w' (TYP) w i w j (T�) 110.00' I --1 I Ld' 4'W x 81 CONCRETE DRAINAGE FLUME N 24'37'56" W - 318.23' �5/81.F. TYPICAL 6" RAISED 6" CONCRETE PAVING MONOLITHIC CURB A\ & 6" LIME /FLY ASH I LOT 9, BLOCK TWO I (TYPE 1 A) STABILIZED SUBGRADE F.S. KAPCHINSKI LOT 18-20, BLOCK FOUR (CALLED 0.298 ACRES) REDMOND TERRACE (CALLED 2.714 ACRES) \ MAIN a m Obi 11 •10;Wei U TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 6" CONCRETE PAVING' & 6" LIME/FLY'ASH 1/2" LR: F. STABILIZED SUBGRAQE I I ' 12.00' TYPICAL 5' CONCRETE 0 LIGHT POLE ( FFK (TYP) — GAS PIPELINE RISER Mwv WATER VALVE w I §Dcv DOUBLE CHECK VALVE 2)Ev ELECTRIC VALVE wl 12:00' BALL VALVE ®E ELECTRICAL TRANSFORMER ®GM (TYP) 00 MH MANHOLE OGo• CLEANOUT c� FIRE HYDRANT ®T' TELEPHONE PEDESTAL W AREA INLET ,►B J. CONTROL JOINT CURB INLET _E=l o PB FIXED PIPE BOLLARD < Of I w -------- � P.U.E. PUBLIC UTILITY EASEMENT E E BUILDING SETBACK LINE 0 --E —I -- -4— � Q 2 w� o — w aQ I 12.00' (TYP) �- w I .. w o W 04 N �v p � Ld N E- E — — —{- E — I = wl I I PLAN O 20 40 LOT 1 R, BLOCK TWONORTH F.S. KAPCHINSKI (CALLED 2.616 ACRES) SCALE: 1" = 20' i I I 1 0 M.H. M.H. EXISTING WOOD I O J B (?'JB S 21.4747" E 297 5f' FENCE --(( -- . I 5/8" I.R.F. ® p C. 0, C.O. W.M D. C. V. TYPICAL 6' CONCRETE SIDEWALK ADJACENT W.M TO STRUCTURE o SYSTEK COMPUTING TYPICAL 6' CONCRETE TYPICAL 5' CONCRETE SIDEWALK ADJACENT SIDEWALK TO STRUCTURE ft 00 M M Ril WAIIK I 1 1 1 1 1 I I I 1 I I I I Ld E ( E I E I E 12.00w —�--- 12.00' —~T-- -- -- r 12.00w wl) (TYP) I w' (TYP) w i w j (T�) 110.00' I --1 I Ld' 4'W x 81 CONCRETE DRAINAGE FLUME N 24'37'56" W - 318.23' �5/81.F. TYPICAL 6" RAISED 6" CONCRETE PAVING MONOLITHIC CURB A\ & 6" LIME /FLY ASH I LOT 9, BLOCK TWO I (TYPE 1 A) STABILIZED SUBGRADE F.S. KAPCHINSKI LOT 18-20, BLOCK FOUR (CALLED 0.298 ACRES) REDMOND TERRACE (CALLED 2.714 ACRES) \ MAIN a m Obi 11 •10;Wei U TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 6" CONCRETE PAVING' & 6" LIME/FLY'ASH 1/2" LR: F. STABILIZED SUBGRAQE I I SYMBOL & I LINE LEGEND 0 TYPICAL 5' CONCRETE 0 LIGHT POLE ( FFK SIDEWALK — GAS PIPELINE RISER Mwv WATER VALVE ADJACENT TO R.O.W. §Dcv DOUBLE CHECK VALVE 2)Ev ELECTRIC VALVE ®BV BALL VALVE ®E ELECTRICAL TRANSFORMER ®GM I- 00 MH MANHOLE OGo• CLEANOUT c� FIRE HYDRANT ®T' TELEPHONE PEDESTAL W AREA INLET ,►B JUNCTION BOX CONTROL JOINT CURB INLET _E=l o PB FIXED PIPE BOLLARD < Of I PROPERTY LINE -------- 3 P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE 0 � Q 2 of c < aQ I ui �- w = o W 04 N z w 0 I = I COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 I t G V. G. I I I SYMBOL & I LINE LEGEND 0 POWER POLE 0 LIGHT POLE ( FFK GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER §Dcv DOUBLE CHECK VALVE 2)Ev ELECTRIC VALVE ®BV BALL VALVE ®E ELECTRICAL TRANSFORMER ®GM GAS METER 00 MH MANHOLE OGo• CLEANOUT 4FH FIRE HYDRANT ®T' TELEPHONE PEDESTAL AlIN AREA INLET ,►B JUNCTION BOX CONTROL JOINT CURB INLET _E=l o PB FIXED PIPE BOLLARD — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE N I 1. ( FFK TO SHEET CO.1 & CO.2 FOR EARTHW RK, PAVING, AND MISCELLANEOUS CONSTR ICTION NOTES. 2. RE : ER� SHEET C2.2 FOR PAVING & MISCEL NEOU DETAILS. PAVEMENT LEGEND CONTROL JOINT C CONSTRUCTION JOINT — E is — XPANSION JOINT --ViEWED FOR' ,ZoOMPLIANCE JAN 1.3 2011 0", O LEGE STATION ENGINEERING m r 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 -OLLEGE STATION, TEXAS 77842 EMAIL: eivit@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. 17-46 ,5 KERR SURVEYING,. LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 DESCRIPTION CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR aw B. A METC 88 83 lz- 00 C • r llt�e `�S N L i W ZU. z E— Q Z 01—Q �t D J 0 Y _I f� 0 CLW LL- , �0� I Z 0 �.. Q t!1 y1 -W U 0 Q � Q m U) Ld �- —f `° Ld 0 0 U 5 CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 30 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL. CRAIGOSYSTEKMAIL.COM FILENAME: 0335PV1 A SCALE. 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010' 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 — 0335 C A■ SHEET 8 OF 11 -SYMBOL & LINE LEGEND 0 POWER POLE 3 LIGHT POLE NO, OF TS SIZE BOTANICAL PLANTS GUY WIRE ANCHOR ISI GAS PIPELINE RISER Mwv WATER VALVE ®wm WATER METER HDCV DOUBLE CHECK VALVE QJ EV ELECTRIC VALVE 4) BV BALL VALVE Oma! ELECTRICAL TRANSFORMER ®GM GAS METER OO MM MANHOLE OC_Y CLEANOUT 4FH FIRE HYDRANT ®rn TELEPHONE PEDESTAL 80 Al AREA INLET j I APPROXIMATE LOCATION OF 2" ATMOS GAS LINE I APPROXIMATES LOCATION OF UNDERGROUDN ELECTRIC LINE ---- GAS ____ VARIABLE �_11�gTH P.UE. / (18 34/6 ---- ---AS JOB JUNCTION BOX 'UE-�` -�- - - -- DEPARTMENT FOR NO, OF TS SIZE BOTANICAL PLANTS DN OF QUANTITIES IN THE -UE_ ---..UE-_ _ o � CURB INLET COLLEGE STATION, TE XAS -__ UE - UE _ _ _ PB FIXED PIPE BOLLARD (NOT LOOSE), OR A PERENNIAL +REAS, THE PARKING + +++++++++++++++*++++++*+++*+* - UE-- E-_PB - - - BUILDING SETBACK LINE -- - -- *+*+++++*+*+ ... + + + + + + + + ... +}+ ..� + +++*+*+*+*++++..++ . + + + +1111 *+++++++++ + + + + + + + + + , -"---- PROPERTY LINE � ____ +++ + + +*+* * +++ -------- EASEMENT LINE e + ++ ++ ++ ++ ++++ + P.U.E. PUBLIC UTILITY EASEMENT NON -CANOPY TREE (COUNTRY RED) 40 360 B.L. BUILDING SETBACK LINE 3' +*�++-++`+ ++++++ +++++ - 2>g!=1I F SOLID SOD AREAS+++++++++++ SHRUB SPACING (i8" HEIGHT) / ��Ill�j (TIF 419 BERMUDA) ti/ ++++++ .. Y +++++++++ COMMON BERMUDA 0. +*+*+*+*+*+ +++++++++++ I // < / (18" HEIGHT) SEEDED AREAS t ++++++ 10+++++ / / + + + + + / PROPOSED 12"o / STO M SEW R - \ ` SEE SHEET C1,2 +++ ++++++ +++r+ .� ++++++++++ +++++ v++:+ + +++ /� +++++ \ 5/8' I.R.F. + +++*r*r / ++++ +++++ / ++++ ++++*+*+ 5/8" I.R.F. �I ) I II I LOT 1R,BLOCK TWO ZONED: C-1 APPROXIMATE LOCATION OF I F.S. KAPCHINSKI NOW OR FORMERLY 48"q, R.C.P. STORM SEWER (CALLED 2.616 ACRES) I MCCRORY, DON B I (VOLUME 3783, PAGE 262) I I I APPROXIMATE LOCATION OF I 48"0 R.C.P. STORM SEWER, PROPOSED TRANSFORMER LANDSCAPING NOTES, / 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RIi E C6NS LTIC / LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLA1: ] THE CITY OF COLLEGE STATION (COCS) UNIFIED DEVELOP : TWAS REF ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED i0 THEI 1Co S G p REVIEW AND APPROVAL. 0 20 NOWrff 4O 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE I F DR .VERII CA' PLANTER BED ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN D A /-PAD -SEE SHEET C1.4 APPROXIMATE LOCATION OF SCALE: r� = 20� / 8" PUBLIC SANITARY 5 -TEXAS SAGE "GREENCLOUD" ATTENTION OF THE INSPECTOR, AND ANY FIELD ADJUSTMEN OR'`QUA�71 SEWER LINE (5 GALLON) 0 4' O.C. PRIOR TO PLANTING. II 8'x5' CONCRETE PAD w/8 =I % 7 -COMPACT NANDINA q 3. 100 COVERAGE OF GROUND COVER, DE LS� P.U.E. HIGH SOLID WOOD (3 GALLON} tfl? 3' O,C. I i I GRASS IS REQUIRED IN PARKING LOT ISLANDS ATI VE PAVING DECOR!IiIVC /431) SCREENING FENCE &GATE `-- --- I (/ II 4 APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURB LLS ANI DRAINAGE A(ROLL-OUT CONTAINER 24"0 R.C.P. STORM SEWER D DURIN ONSIRU 710 I STORAGE) 8 SS s'ss `-` --- I I �Jw M.H. =I 4• ANY ADJACENT PROPERTY AN -_ _ 4I _ �� M.H. EXISTING CONDITIONS OR BETTER. D RIGHT-OF-WAY DISTURB -._,_ --�_GAS -__� fDURIN CO ------------ --GAS - - - - -' - --- 5. ALL CONSTRUCTION DEBRIS SHALL BE 3 �1'' - - - - REMOVED FROM THE PROPOS �`"- �uE E. _`- -- - '- - - - -- - - - - - GAST-'� O J.B. - OF TOPSOIL AND PLANTING INCLUDI F - O J. B. 4.5' ` - STABILIZED EARTH. NG CONCRETE, ASPHA,L , UMI STC _ -UE _ _UE_ _ _UE_ _ -UE- _� � 3.1 ' - - UE- WIN: 5 8" LR.� I 6. II�' ( I-- iI - I / I THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER II II � - �--,VIII �-�- �--� _ I I LI _ _ AI ER 5E (I,UNC 7- THE CONTRACTOR SHALL B �,ll1 - I' :Ilu I= - I I I " E RESPONSIBLE ii I I� Iii 11 I - }i, . cif R I- - " I I ME INCLUSION OF THE SOIL AME FOR REMOvif G 01� .-DDI , -��-�� ,.-. ! � , I + „ I, I I� UE I 1�� DOMESTIC TER AMENDMENTS, AS NEEDED IN 1`. 1 THE PREF, RED GR�iUNC 11'' RI = ' ;Ii,, III I Ililliil I �- I I IR TION METER 8 SINGLE TRUNK 1 GA _ w/DOUBLE CHECK VALVE ALL sl K TREES ARE TO BE STAKED; HOSE AND 'C Y WIiZE� 0 VI II Ili ' I ro 9• COVER AREAS TO BE PLANTED WITH 6" - I W; ® I APPROVED ORGAN 10' P.U.E. _ �, FERTILIZER ENGINEERS (RME) . RSD RME fS N FOR THE SOLE PURPOSE TO LANDSCAPE MEET AND OBTAIN DEVELOPMENT PERMITS VELOPMENT SERVICES R A DEPARTMENT FOR NO, OF TS SIZE BOTANICAL PLANTS DN OF QUANTITIES IN THE ,* � 7607EASTMARKDR., PLANT LIST. JT LIST SHALL BE BROUGHT STE.250F <77840: POST OFFICE BOX 9253 TO THE Y ADJUSTMENTS MUST BE AUTHORIZED HE COLLEGE STATION, TE XAS NAME EMAIL: civil@rn1ef19'weel ROCK 6nj77842 OFFICEAX (NOT LOOSE), OR A PERENNIAL +REAS, THE PARKING ( 79) 7640 04704 LOT SET BACK, TEXAS FIRM REGjSTPATION AN IRRIGATION PLA THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE No. F-4695 STRUCTION WILL BE RETURNED TO ITS KERR SURVEYING, LLC IRKING ISLANDS PRIOR 505 CHURCH STREET COLLEGE STATION, TX 7784.1 TO PLACEMENT IE BASE MATERIAL, OR COMPACTED OFF: (979) 268-3195 9 (MULTI -TRUNK) LAGERSTROEMIA FAX: (979) 691-8904 THAN ADJACENT SOIL. 15 GALLON 3 TOP SOIL, AS NEEDED, FOR THE COVER BEDS. (384/346) - ' w q ! AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA. N MA 2, 2' PINE BARK MULCH, AND i3-13-13 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK S IED„ SHtI,LL ISE SEEDED WITH EITHER BER 4 -BALD CYPRESS LBS/1,000 SQ.FT_) FROM MARCH 15 TO SEPTEMBER 15 OR B , / IIIi !11 I (30 GALLON} Q SQ.FT.) FROM SEPTEMBER UD,-. R 1_ G ASS BERMUDA (2 Y 1 I 25' SPACING R 16 TO MARCH 14. MlX. (2 LBS/5 LBS_ PER 1,000 PLANTER BED Q C0 L'�1 1 A' f� I I i 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INS t'}1 LItIJG E I VV (-�J 'NV Tom` 6 -TEXAS SAGE ' O.C. CLOUD" 111 _ - ' I BOTH MINIMUM SIZE AND SPACING FOR TRE ES AND SHRUBS THAT _ MATERIAL PER THIS PLAN WILL J E AND ZONING 0 NAA!, ODAP LANCE. FAILURE _Fi`iLL MEET (5 GALLON} +� 4' O.C. j -STORY (MAX. HEIGH1=31'1" (I JEOPARDIZE ISSUANCE of TINA ERAI*E O F OCC TO INS, :LL PLANT } T =" i I i OF A CERTIFICATE OF OCCUPANCY UPANCY. P 11 -COMPACT NANDINA Nr I ALL LANDSCAPING SHALL BE IC STALE RIOR TO ISSUANCE MARK DATE DESCRIPTION (3 GALLON) p 3' O.C. GROSS AREA = 7,084 SQ.FT. T ; I I g NPPROXIIAATE LOCATION OF L I 118' DIP PUBLIC WATER 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCT TED ST'ND RDS EST' LINE ASSOCIATION OF NURSERYMAN,-BLISHED BY THE AMERICAN TATI n L .ICAN lily i3• ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED It.1MEtA LY FOLLO :1NG PL I I 61 WA �K w_ Q COMPLETE 6' WALK' I I U} W I 14. PRUNING: PLANTING. NEVER C THIN BRANCHES AND FOLIAGE (NOT ALL END PS BY 1 3 ISSUED FnR I 3 UT EVERGREEN LEADERS. ) /J, RETAINING NORMAL PLANT SHAPE; I T +CON + + + +*+*+*+*+ + + + Q I ?'PRO XIMATE LOCATION OF PREVIOUS GRADE AND GROWING CONDITIONS. ELAIt;ON HIP LTO FINISHED GRADE, AS BORN TO 4 + + + + + s '�' + + + + + + + 15, THE �• -�, \ ;+ ++ + *******+++++++ + + + +*+*+*+ -- _ --- .--- _-_- - _ C PUBLIC WATER BEAR THE SAM OP OF ALL ROOT BALLS SHALL E �'� r +'+'+'+++:++++:++-++'++'++++:-:-:+<+W++++ - - -------- - -- --- E I I + +++ �'� +*+*+*+*+*+ + + + + + + + * , + * '-' - - - - L 1 16. ALL ROOT BALLS RE � PV ++++++++++++++++++ - ! CONTAINERS SH LN PLANTER BED + + 'S+!a *' o » - - - -� �, ALL BE SCF IFIE[> P TOR I � MOVED FROM CONT N + + ' + ' + + 5 -TEXAS SAGE GREENCLOUD" f i ii +++++ `=t' 17. THE TO BACKFILLING. I=L 0DPLAIN +++:+:+:+:+:+:++++++ ++++++++*+*++++++++++ +++' I EXISTING UN LANDSCAPE CONTRACTOR SHALL VERIFY + +++*++ + + + + + *+ >- 5 GALLON} O AND SHALL BE D�iEI GROikND UTILITIES PRIOR To PLANT INSTALLATION \OLI + +++++* +,+:+.++:++++:+:+ + + + + +++*+++:+:-:+:,,++ +*+*++* + } 4' O.C. I �� RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCf E 0'E 110 JS. ++ + + *+*+*+*++++++++ + + ++++++++++ + + +++*+*+ +*+ O 24' PRIVATE CROSS 13 -COMPACT NANDINA EA + + +*+ + +oll +T+ *+++,++++++:+++:+ I ' I * *+*+*+*+*+ w ACCESS EASEMENT 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRALTO + + + + + + + + %%++++++ (3 GALLON) 3' O.C. I I R A D USED FOR BACKFILLING ALL PITS \ + ;++++++++++++++ F% 'C+Y +*+ ++++*++ u ( / ) I W AVERAGE TOPSOIL BE F ++++++ 20 SQ.FT. ++++++++++++ + + +r+r+ +++ + + + +++*+*+*+*+*+++++T m ++++++++++++++*+++* + F •- 1 PART MANURE OR PLANTS. + I 4 EOR BONE MEAL, AND C A ..1 ++ + + + + + + + + + **+*+*++++++++++ - ONE N S01 PART BED MI + T ,� OF THREE 3) P RDE + + +++++++++:+++++++:+:+:+ + +*+*+*++ + +*+* I!„ _ �I" I I ; Ij I I..i n I SI(1) POUNDRLIME( PER CU 1 C Y'OD L 1/2 X, 1/2 +++++++++++++r+** I - Ii I i RD ++ V' I � ,II I I � .. --� _ , . . r., �._.. �.- ��•-.� � I 19 ALL PLANTS SHALL I, * * * + APPROXIMATE LOCATION OF E GUARANTEED TO BE IN HEALT • r + + + + + + + * = - 111,- al I III I I _ _ A ,� THE OWNER AN HY C ONE + '. * *'i� II r - l I,- III I , I - ► III �, I 24 G D THE CIT F COL O YEAR AFTER ACCEPTANCE *+*+*+*++*+*+*+*+* 3 R.C.P. STORM SEWS Y 0 E STATION. 1 CE BY w F � -• �II I I lil 1 i LEG I ON + \ n i, I XVIII,•. :A I I I 1 2O. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM LAY R O H N 24 37 II - `""' 1 OTHERWISE S HARDWOOD OD BARK MULCH (UNLESS 5/8" LR.F_ =jfj W � • -- ..� � ��, � � ��� I f�i , I I I I w I SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RI AR�UN I 318.23 ) D EXISTING TREES TO REMAIN, TYPICAL. _ 21. MINIMUM TREE SIZE AT PLA \ I I G Q PLANTING IS SPECIFIED ON THE L N (,-OR SIN LE STEM TREES). ALL MUTLI-STEM PLANTS MUST BE TREE FORM, .MAXIMUM 3 TO 5 TRUNKS, AND BE HE MINI UM) IZE SPECIFIED ON THE PLAN. \ II ! LOT 9, BLOCK Two BUFFER WALL -CENTER.-_: �/2� t'R'F' t 22. ALL STRAPPING .MUST BE CUT .AWAY AND .REMOVED FROM � LOT 18-20, BLOCK FOUR F.S. KAPCHINSKI OF WALL LOCATED 2.5' AND THE TOP 1/3 OF THE `BURLAP MUST_ BE REMOVED FROM T OT 3A L PRIOR TO BACKFILLING PLANTING PIT, \CALLEDREDMOND TERRACE VARIABLE WIDTH (CALLED o.298 ACRES) OFF PROPERTY LINE I I �° G. S - H ooT BA L. RAINAGE EASEMENT a I I 4 (CALLED 2.714 ACRES) c� I 23. THE LANDSCAPE \ (268/795) CONTRACTOR SHALL COMPLY WITH ALL A PLIGAB E C ZONED: R-1 I I I I I LANDSCAPING. \ NOW OR FORMERLY BUFFER YARD {3,39.6 .SQ.FT. APPROXIMATE LOCATION OF \ ZONED: R-1 NOT INCLUDED IN LANDSCAPE I j 4 ATMOS GAS LINE 24• IT IS THE RESPONSIBILITY OF THE LANDSCAPE CON : \ WILLIE V WATSON,(VOLUME 3783, PAGE 262) `� ALL SEEDED AREAS. TRACTO 0 EyTA i LIS' NOW OR FORMERLY CALCULATIONS) I I \S LIPINSKI HOLDINGS, LLC -' - - - 9-LACEBARK ELM i 1 (VOLUME 3783, -PAGE 262) -' - - - - j 3 I 25. IN THE EVE _ I NT THAT PLANTING BEDS AND MULCH ARE REQUIRE THE ANC -' - - (30 GALLON) C�3 25' O,C, BLACK FABRIC MESH UNDER. THE. MULCH TO PREVENT WEED GROW - - 1 II 16 -SAVANNAH HOLLY I I I 4 I I 1 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR (25 GALLON) 0 10' O.C. 11 I HE ' TREE PLANTING NOTES: 1. STAKE .ABOVE :FIRST -BRANCHES OR AS NECESSARY TO PREVENT SLIPPINr, OF RUBBER HOSES. 2. PLANT SO THAT TOF IS EVEN WITH THE FINISF 12 GAUGE GALVANIZE WIRE ENCASED IN 1" RUBBER HOS 6' METAL "T" POST: (MINIMUM OF 3 PINE BARK MULCI 2" THICK (MIN. NEW TOPSOIL w/FERTILIZER 8" DEEP (MIN.) I LANDSCAPED AREAS UNTIL THE LATER OF: ( ) OW RIC SHRUBS OR (i) THIRTY 30 DAY FOLtOWi G I i (11) THE DATE THAT THE FACILITY OPENS TO THE PURL FOR a m TREE PLANTING N.T.S. LVI," X31 DEC U 9 2010 v LE 4' OR 63 J IRRIGATION NOTES: 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED ! LANDSCAPE SCHEDULE R A SYMBOL NO, OF TS SIZE BOTANICAL PLANTS COMMON URE FLOW DEVICE, OR A DOUBLE CHECK BACK FLO 2394. EVI 3. ALL BACK FLOW DEVICES MUST BE INSTALLED NAME 5 2.1" TO 3.4" TAXODIUM NAME TYPE NOTES POINTS POINTS EACH TOTAL WI OF 24" PAST THE CURB OR SIDEWALK W BALD CANOPY 30 AN IRRIGATION PLA THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE I TC CALIPER DISTICFIUIVI CYPRESS TREE GALLON 25' MIN. SPACING 150 750 F 9 (MULTI -TRUNK) LAGERSTROEMIA CREPE ORNAMENTAL 15 GALLON - INDICA MYRTLE NON -CANOPY TREE (COUNTRY RED) 40 360 • 16 5 GALLON LEUCOPHYLUM GREENCLOUD FRUTESCENS 3' "GREENCLOUD" SAGE SHRUB SPACING (i8" HEIGHT) 10 160 t NANDIRA 31 3 GALLON DOMESTICA COMPACT 3' SPACING • "COMPACTA" 2.1" TO 3.4" ULMUS NANDINA SHRUB (18" HEIGHT) 10 310 t 9 CALIPER PARVIFOLIA LACEBARK CANOPY 30 GALLON SEMPERVIROUS ELM -REE 25' MIN. SPACING BUFFER ILEX 16 > 1'25" OPACA SAVANNAH (TREE FORM) YARD CALIPER SAVANNAH HOLLY NON -CANOPY 30 GALLON BUFFER TREE YARD SITE AREA LANDSCAPING RE UIREMENTS METHOD: SITE AREA=0.891 acres or 38,812 sqft. FLOODPLAIN REMOVAL AREA=2,072 PARKFRONTPLACER- L LOCAL STREET ` � 32 SPC: sqft. BUFFER AREA=3,396 sqft. 33,344 127 L.F. FRONTAGE/32 = 4 TREES sqft. @ 30 pnts./1000 sqft.: (33,344/1000 x 30) = 1,000 REQUIRED PROVIDED = 4 TREES = 4 TREES ADDITIONAL pnts. STREETSCAPE: (4 CANOPY & ONON-CANOPY) PARK PLACE (127 LF. - 65 L.F. Visiblit Triangle) Y 9 ) CANOPY REQUIREMENTS: 300 .pets./50 L.F. of frontage: 50% CANOPY TREES: (1,372 x 50�) = 686 pnts. (300 x 62/50) = 372 pnts. REQUIRED = 686 ets. TOTAL LANDSCAPE POINTS REQUIRED = 1,372 s. PROVIDED = 750 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 1,580 ants. TREE PLANTING NOTES: 1. STAKE .ABOVE :FIRST -BRANCHES OR AS NECESSARY TO PREVENT SLIPPINr, OF RUBBER HOSES. 2. PLANT SO THAT TOF IS EVEN WITH THE FINISF 12 GAUGE GALVANIZE WIRE ENCASED IN 1" RUBBER HOS 6' METAL "T" POST: (MINIMUM OF 3 PINE BARK MULCI 2" THICK (MIN. NEW TOPSOIL w/FERTILIZER 8" DEEP (MIN.) I LANDSCAPED AREAS UNTIL THE LATER OF: ( ) OW RIC SHRUBS OR (i) THIRTY 30 DAY FOLtOWi G I i (11) THE DATE THAT THE FACILITY OPENS TO THE PURL FOR a m TREE PLANTING N.T.S. LVI," X31 DEC U 9 2010 v LE 4' OR 63 J IRRIGATION NOTES: 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED ! THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE R A Co( 2. THE IRRIGATION SYSTEM MUST BE PROTECTED: BY EITHER A PRE PRINCIPLE BACK URE FLOW DEVICE, OR A DOUBLE CHECK BACK FLO 2394. EVI 3. ALL BACK FLOW DEVICES MUST BE INSTALLED Y Z) AND TESTED UPON INS - 4. INSTALLATION. PVC. (S.CH 40) SLEEVING SHALL BE C-OORDINA SHALL EXTEND A MINIMUM WI OF 24" PAST THE CURB OR SIDEWALK W E , 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT ���� AN IRRIGATION PLA THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE I TC IRRIGATION S NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER VIABLE ESTABLISHMENT AND GROWTH STE AND OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRE IRRIGATION AS DIRECTED BY THE DEVELOPER. F 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIG JURISDICTIONAL REQUIREMENTS ON OR SHALL BE SUFFICIENT TO PRORE AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT T8 LY HF C )ES AND ORDINANCES REGARDING A HEALTHY STAND OF GRASS ON .APE CONTRACTOR SHALL INSTALL AND THE MAINTENANCE OF ALL E PLANTING OF THE GRASS AND Z Q .j a- -ANTED AND LANDSCAPED AREAS. ICATION OF OCCUPANCY. BREAKER, A REDUCED PRESSURE Q INSTALLED PER CITY ORDINANCE t!} AS PER CITY ORDINANCE 2394. 'O.NTRACTOR AND ALL SLEEVING. Z E. ,IER FOR REVIEW AND APPROVAL. UFFICIENTLY SUPPLY ALL WATER _L INITIAL WATERING NEEDS FOR C AND PRIVATE UTILITIES AND SUFFICIENT TO MEET LOCAL THE LANDSCAPING AND GRASS LOT, 0 1/8"x4" STEEL EDGE, >LOR SPECIFIED BY OWNER o (OPTIONAL, EXCEPT AT�� �' PINE BARK MULCH CURBS & SIDEWALKS) `� 2" THICK (MIN.) w9oov FINISH GRADE __ =\- ���;\�,\,,,%- - CALL4T DIG NEW TOPSOIL ` ---_ TEXAS ONF ALL SYSTEM X�i�\i/\i��i�\/i 6 THICK (MIN.) z -�� s� iti45-4 �5 /i��/i��/� (AT LEAST 72 HO PRIOR rO DIGGING) WARNING THE CONTRACTOR _IS LOCATE -9) .AND -ALL (� Q PRIOR TO CONSTRUCTION AND IS UTILLTIES 0 ELY RES ONSIBLE FOR ALL DAMAGES SHRUB PLAN TI N n V► TO EXISTING UTILITIES DUET ANY C NSTR�TCTION ACTIVITY. N.T.S. _ I I 0 0 z Z l-. F- < Z n .J ® Y Z) CL CL CO-) w ! v� p ���� I N O �••� m CLW w 0�� r) w m f! v / 0 ~ LLJ --f JO O V CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. C/O CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335LPlA I SCALE: 1"=20' SUBMITTED DATE. OCTOBER 6, 2010 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 -- 0335 CIE SHEET 9 OF 11 Ii FIRE LANE MARKING s 2" B SERIES 2„ I$» fDE7SIGNATED 2" C SERIES 1/2" 2" C SERIES /2„ON1 1/2 - ONLY LY 2" C SERIES 2 1/2" SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N. T.S. 18 Af 6" 9" Z v N z --TYPICAL HANDICAPPED PARKING SIGN 4" STRIPPING @ 16" O.C. (PAINTED BLUE) Z ANCH MINIMLIM R OLTS TO 40" FLOW NON—SHRINK GROUT ALIGN 00 _ r— Z S v TURNS @ TOP MANUFACTURER " ABOVE THE m 6" RAISED CURB 5'-0" or 8'-0" N. T. S. DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 'TAPER CURB THROUGH RAMP (BOTH SIDES) MOUNT T CONCRETE SIRFAC 0o a W/4 -GALVANIZE J—BOLT 0 foe] as o '— TAPER CURB THROUGH RAMP STENCIL LETTERING "RESERVED PARKING" CURB STOP ALONG HANDICAPPED PARKING SPACES (MAX) LETTERS TO BE BLUE o ¢ W/WHITE BACKGROUND O cV � co FINISHED PAVEMENT SYMBOL (PAINTED BLUE) 8'-0" - ¢' r 7607 EASTMARX DR_ STE_ 250F <77840- POST OFFICE BOX g253 COLLEGE STATION,EMAIL: civil 2° 'TEXAS 77842 OFFICE _eIIgineerconl 04 FAX - (979) 764-0707 4 TEXAS FIRM REGIST RATION 1`To_ F-4695 KERR SURVEYING,LLC 505 CHURCH STREET COLLEGE STATION, TX 7784m, i (, OFF: (979) 268-3195 FAX: (979) 691-8904 � 1 IME & PAINT RACK qCK IN COLOR M f-- 1 1-9"0 STEEL TUBING CLEAR ZONE 36" (MIN) 54" (T YP) N 00I ' I 5"x3" STEEL PLATE I WELDED TO RACK TYPCII BIKE I TUBIN�, PLAN LAYOU I! BICYCLE RACK N.T.S. CONCRETE w/DOMED FINISH 3" O.D. STEEL PIPE (SCH-40) PRIMED & PAINTED (COLOR AS SPECIFIED BY THE OWNER) fill N :a4 CONCRETE 12"o (CLASS B) FIXED PIPE BOLLARD N.T.S. SET LIGHT POLE! w/DOUBLE NUTS ON 11" ANCH MINIMLIM R OLTS TO 40" FLOW NON—SHRINK GROUT ALIGN E RS. GRADE WITH CIRCLE DIAMETER 3 EXTRA SPIRAL & BO DETERIIiIN S ZE SHALL BE D BY POLE TURNS @ TOP MANUFACTURER " ABOVE THE FINISHED GRADE 0 FLOck, OR PAVING SURFA AS N EASJRED TO THE L W ST CHARA TE f OF THE LOWEST ������������%j�� ����� a •. - e..t-' w � �i; , , p P1fC CONDUIT •a. o iCH 40) C— LLj Y Z _ O O o 8—#7 VERTICAL ao BARS (CONTINUOUS 4 � i"x CL TO 0' ID' PO ONG COPPER ROUND ROD, BOND E BASE #6 B USING COPPER #3 SPIRAL @ J 12" PITCH e--- ® o � . 3,000 PSI CONCRETE"y'\ 24 /��� V @ 28 DAYS �����y ! I LIGHT POLE FOUN I i !A N.T.S. i RESERVED PARKING SIGP SIGN N0. R7-8 W/VAt SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j" O GALVANIZED PIPE @ 2 LBS./FT. FINISH GRADE CLASS "B" CONCRETE FOOTING 120 " N.T.S. 1. All. SIGN IARDWARE SHALL BE GALVA Isl ZE67 2. M:) JNTING HEIGHT SHALL BE A MINIM KI OF 6 " ABOVE THE GROUNE, FLOck, OR PAVING SURFA AS N EASJRED TO THE L W ST CHARA TE f OF THE LOWEST z w LL rr> rDESCRIPTION T TILLas OMPLETE ll u UKC CO ST TI 0 pi1'11241'10 FCONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI vkx ow .. ld e * B• METC j j,$� • 88 83 PO CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. C/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL:COM FILENAME: 0335CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 6, 2010 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 0335 C 01 SHEET 10 OF 11 J X W W Y Q W+..�. �0 w Z �W— V 0JO n 0 z w LL rr> p `C �"_ Q N m o C— LLj Y Z _ O O m 1__ W WLLJ J e--- ® o � . .� V CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. C/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL:COM FILENAME: 0335CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 6, 2010 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 0335 C 01 SHEET 10 OF 11 24`0 STORM SEWER RING & COVER ELEVATED MA HOLE RING & COVER RING & COVER FLUSH 3- (MIN) ABOVE GRADE IN NON -PAVEMENT AREAS w/GRADE IN PAVEMENT AREAS 7607 EASTMARK DR., -STE. 250F <7784 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 778421 T=77E S (MIN) + 'CO 5- F ll_� 4,000 PSI FORM 1" (MIN) SWALE CONCRETE `fl0.D] MATCH WIDTH. IN CONCRETE & ROCK 0 28 DAYS. RIP -RAP 6 C; (TYP C5 m Ld ELI VAIRES 0 Ld j'_' 8" TO 12"0 STONE n C4 #4 BARS @ Z (20LB MIN.) F- T 24" 12" O.C.E.W. LL_ :2 w/FILTER FABRIC 0 <? Qa (ALL SIDES) Lj DRAINAGE PIPE (TYPE, SIZE & 0-00 GRADE VARIES, SEE PLANS) < CL = 6" THICK CEMENT/ WIDTH VARIES STABILIZED BASE "z/ 1- 6"x9" #3 I I D4 0 "U" BAR PER BLOCK < CURB F] F] I I < > 0, w 3:' CONCRETEi LAYDOWN ----1 8" 1— 6"� of < _j < OD Ld 24" #3 DOWELS @ 12" O.C. LL_ LLJ L IF] F-1 F-1 z #3 BARS ®12" O.C.E.W. 18" 1--- R Li PLAN VIEW 631 < W, ?�6 33p X '7 X SIDESLOPE TO MATCH THAT OF FILL OR CUT TYPICAL CONCRETE R/ CURB & GUTTER GRADE TO DRAIN, TYPICAL CONCRETE AS REQUIRED 04 .2 CURB & GUTTER 6" (k 1.2" (MIN) 5' (MIN) DISSIPATOR BLOCK PLAN MEW CROSS SECTION 0) CONCRETE DRAINAGE FLUME 12" ea A - I 4 BARS @ 6" O.C.E.W. & BOTTOM) TION BOX EXPANSION 1-0 BE PLACED AT W AND AT ALL RADIUS P.C.'s, P.T.'s. JOINTS SHALL �ED AT 20' INTERVALS. AVEMENT REINFORCEMENT EMAIL: eivil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4(95 KERB SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF. (979) 268 —3195 FAX: (979) 691-8904 V JU (TOP N.T.S. CURB JOII��S_l INTE pOlt CON BE NOTE: ARK, DATE DESCRIPTION SuD &NTI ALEV ammPLETE CIO 1 00% SUED FAjftK CONSTIMUCTIO 11/24/10 f VALS ITS, TRUCTION LAG N DRAWINGS CONSTRUCTION ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NO BE USED : N.T.S. > .7 SIDEWALK NOTES: cn 1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00%. #3 BARS @ 18" 2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND #4 SMOOTH DOWEL, 18" LONG O.C.E.W. 6" ROCK RIP -RAP, REFER ON—S AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE & SPACED @ 24" O.C. TO CONSTRUCTION ENTRANCE STRUCTURES. (COATED w/HEAVY GREASE) CONCRETE I'tfUR BUILDING DETAIL FOR ROCK & FILTER 3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. FOUNDATION SPACING SHALL BE UNIFORM. CONCRETE SIDEWALK, FABRIC SPECIFICATIONS CROSS --SECTION VIEW 4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT SEE DETAIL THIS SHEET -\ JOINTS IN CURBING. 12 CONCRETE HEADWALL 12 ARS i& GUTTER 0 CONSTRUCTI A B METc ... ....... ...... . 88 83 00 TE N. Tj.S -#1 D O.C. )WEL EXPANSION JOINT MATERIAL & N.T.S. SEALANT (MIN DEPTH OF I" DEPTH (MIN) 7 " 0 Xl SEALW 3" LONG METAL OR PLASTIC CAP, IN w/EXPANSION- 4: SIDE JOINT MATERIAL DIAMETER TO BE 1/16- GREATER THAN EXPANSION JOINT CONTRACTION JOINT DIAMETER OF DOWEL. CAP MUST BE �x #4 SMOOTH DOWEL, 18" LONG LONG ENOUGH TO COVER 2" OF DOWEL i" I & SPACED 0 12" O.C. :rR (COATED W/HEAVY GREASE) AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR WIDTH VARIES LIGHT BROOM FINISH 6" L 2" CLR BACKFILL //1-#3 BARS @ 12" O.C.E.W. 2" CLR (2% IIAE BUILDING COMI NON -EXTRUDING I *4 PRID( FILLER . . . . . . . . . . 3" LONG METAL OR PLASTIC CAP, CONCRETE SIDEWALK, T! COt4STRUC -ON JOINTS SHAH SEE DETAIL THIS SHEET TOOL JOINT 1"R 6" LIME -FLY ASH STABILIZED SUBGRADE GREATER TIONS AND MAY REPI. 0 z EXPANSION JOINT, SEE INSIDE DIAMETER TO BE 1/16' LOCA z z 0 (2% LIME & 8% FLY -ASH BY DRY WEIGHT) THAN DIAMETER OF DOWEL. CAP MUST BE < AT ARTIFICIAL DETAIL THIS SHEET COMPACTED TO 95% STANDARD LONG ENOUGH TO COVER 2" OF DOWEL COMPACTED SUBGRADE :3 -BACK OF CURB CONST RU CROSS-SECTION PAVEMENT DRIVEWAY PROCTOR DENSITY (ASTM D698) AND HAVE STOP SO END OF CAP IS 1 " OR PARKING AREA FROM END OF BAR ON—SITE EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60 TYPICAL CONCRETE SIDEWALK -INTERVALS & PLACED AT ALL RADIUS POINTS, PC S, PT's & + OPPOSITE Pis AND ON ALL HORIZONTAL & VER TICAL CURVES. N.T.S. WA EXPANSION JOINT 3/4 lffN.T.S 3/4" -METAL KEYWAY #4 BARS 0 18" 0,C.EW. #4 BARS @ 9- O.C.E.W. STABILIZED SUBGRADE LY -ASH BY DRY WEIGHT) i.57. STANDARD (ASTM D698) ED AT DE SIGNATED JOINTS AS REQUIRED. JOINT -7 _­ 7 x w Z < z < w 0 v w I U :2 Z 0 Ne I w U} 0 U_ < y CL W w (D C) I_ W to Cki V) z CL wx Z m 0 0 V) 0 t'4 < Z 0 F- Uj V� T=6 T=8' -FLY .5% CTED DR DEI BE ACE CONTROL CTI N.T.S. — A 11 SIT� P ) N Vol 4-11 EXISTING#4 DOWEL @ 24!' O.C. EXPANSION CURB MONOLITHIC CURB JOIN SAW CUT, SEAL WITH JOINT #4 DOWELS CONCRETE SIDEWALK, TO MATERIAL, SEALING NOT PROPOSED @ 18" O.C. SEE DETAIL THIS REQUIRED IN CURBS. CURB SHEET EXPANSION JOINT i"R METAL w/TOOLED EDGE, SEE DETAIL •THIS SHEET• 7 PLATE CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. COLLEGE STATION, TX Ltd. 00 N.T.S. EXISTING CONCRETE CURB & GUTTER \//i\//%\/��/��/j\\//\�//\�//�\//�\//T=6" — #4 BARS 0 18" O.C.EW. NIX 10� T=8" — #4 BARS 0 ld 9" O.C.E.W. X/ 6" LIME -FLY ASH STABILIZED SUBGRADE #4 DOWEL @ 24- O.C. COMPACTED RY WEIGHT)2, EXISTING CURB TO 95% STANDARD PROCTOR DENSITY (ASTM D698) ON =SITE CONCRETE SIDEWALK ADJACENT CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. TIE TO CURB DETAIL TO STRUCTURE CONTROL JOINT- THICK N.T.S. N.T.S. N.T.S. + OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335CV1A I SCALE:AS NO ED SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT 225 0335 O. 4ED i EDGE 02 SHEET 1 OF 11 '*'8"0 —\ SEAL WITH JOINT MATERIAL 6" MIN. METAL KEY WAY PLATE DEFORMED TIE BARS 04 X t8", i8"O.C. TYPE "D11 LONGITUDINAL, joINT LONGITUDINAL JOINiS SHALL BE REOU RED ONLY CENTERLINE OF THE PAVEMENTON THE & IN INTERSECTIONS AS DETAILED 04 BARS IS CCQ p T 7 - - LONGITUDNAL REINFORCEMENT: 40' 40' 4p• =4 BARS AT 18" C. TO C. Ti'G-'AT7 SECTIONS UAL OINT & REINFORCEMENT LAYOUT SEAL W/EXPANSION JOINT MATERIAL FOR CONCRETE PAVEMENT' SMOOTH DOWEL BAR 3I4- 0 X 18", 12" O.C. 114' R 314" (COATED W.,KAYY GREASE) 5 6"MIN. 3t4•' ° • �� 7/8.. RECYCLEd MATERIAL 1/2" TH}CK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP ° °' )•SNB. BY J.O. RUSSELL CO. OR INSIDE DIAMETER TO BE 1/16'• GREATER 3/4•' APPROVED EQUAL. THAN D�IA,METER OF DOWEL BAR. CAA ---- f2.. S„tLI ENO GH Tq COV R 3" i ROM U S O SO rl, Ci r END OF 8A AI ,1T�,, Y W a.ia•-1 AY I'I�lrl'E �E n/'`� n EXPANSION & CONSTRUE CTION JOINT TO BE SPACED AT 40• INTERVALS & ALL RADIUS POINTS. P C.'S, P, L'S. & OPPOSITE P.I.-S, NOTE: VARIES EACH RADIUS JOINTS AS SHOWN AND AT & ON ALL HORIZONTAL &VERTICAL CURVES EACH RADIUS POWs. CURB EXPANSION TYPE g JOINTS SHALL E AT 60' CENTERS. CURB .IOINT CONTROL JOINTS SHALL BE AT t0' CENTERS. TYPE -0" JOINT y LONGITUDINAL JT. a 90' `yam TO CHORD OF RADIUS (TYP.) I- C. TO C. TYPE -0" JOINT SAWED OR FORMED. SEAL INHSEALGNOTT REMATERIAL. CURBS. 3/8" R - 1/8" TO 3/16" I �3t4" 6.. MIN *4 BARS. 18" 01 TYPEiiRii CONTRACTION JOINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE -G" JOiNT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300, ON TANGENTS 84 • •mac o- JUINi TYPE •'G- JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL-TOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NATES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL E AOEOUATELY BLOCK SODDED OR HYOROM ULCHEO AND WATERED UNTIL GROWTH 1S ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS 1S PRESENT, BLOCK SOO WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. ROSION CONTROL MEASURES *6T 8E INSTALLED DURING TAPPROVEHE EENTIRE TIME THAT EARTH HAS LgEEN BARED BY CON TRUCT ON GAND ROWTH HALL LStAY IN PLACE WTIL ACCEPTABLE COMPLETE AND T ESTABLISHED AFTER CONSTRUCTION IS HEN REMOVED BY GONTRAC`TOR. ALL EROSION CONTROL MEASURES SHOULD 89 CLEANED OF � + SILT AFTER EVERY RAN. S 13-0p TYPE "G" EXPANSION EXISTING JO C NT ELEV.+ TO .BE-, & GUTTER T/C ELEv =3•- WEMOVED KEEP 6 - KEEP 6" RISE TO MATE.1 E OF PROPERTY �0 TYPE - MATCH OF PROPERTY LINE EXLSTft- GUTTER ! LtE �'' JOINT. ELEv+ EXPANSION EXISTING GUTTER °'' EXIST I 2' �j i T/C ELEY.=3- CURB RETURN ; 2• 2' I PYM7. i M� EXISTING 4 PV T. 4" '_ IF I 4- o� CURB RETURN RADIUS r•6" L GUTTER. �m IS A'VAL CY E- E- CURB --- -_JE z> ACCESSIBLE ROUTE N IRAN (TION - ---- - - .E----�I aE: � E t4'ArXv.) CROWN JI VALLEY �T� R+AOii1S +2• EXISTING BASE 3.. R15E �v (�i10NALI TO FULL WN IN STT C CURB RETURN RADIUS • 3.. RISE ► w� DRIVEWAY TE� �-• •c r -6 - MIN SINAL! BE 4- ..-_ NOTE 3 i'n�TE 3 2• TYPE •+ ` Xp I - > ACCESS�.E RQUTE 14 EXISTING MIN LORtvEWAY APRON SHALL BE 4'S BAR 3000Y ) CONCRETE STRENGTH '-'i I1 CURB :I GUTTER 5Hi� E 09 t�'T�0�►AU MIN) BASE 128 -DAY CONCRETE STRENGTH DEFORMED T 6' SPACED�A ATTER ,,AL =3000 psi? W/04 BARS Q t8- s4 X 1g- O.C. O,C E.Wp ASPS BARS Q tg- Y OF 4O . OEFORMEO TIE BAR O:C.E.W, ASPHALT APRONS WN FOR TE TO CONCRETE CURB AND GUT ER BALL EfAPRONS 0 TY t'/�--� RADIUS PP TS. AW T. $ g L j �1�0%f 4r4 x >g- O.C. FOR TIE CURB ALIO GUTTER SHALL BE 0 TO CONCRETE PAVEMENT ALLOWEQON OPEN DIT PE - T IAL T� "B- 7t N TO CONCRETE TO ALLOWEDON OPEN DITCHED ONLY STREET SECTIONS oWy. g�T� � � ITER I N CONClTE PAVEMENT STREET SECTIONS ONLY. SECTIQ�r1q ACED AT IA LONGITUDINAL1 r - Oz ONLY. SE oisr 1 Cr�O!�T �� 3. 2z MAX I 0' AFAR i, SIT /4 V) SL'G'TIOlV A A SLOPING AWAY SL' FROM INT£RSECitON 4 5'MIN TRAIU TKA; TOLAY SL' WI7'f�LAT�10T�t�lrCLRI3 DOWN C( I BEGOT AT P.T. C710QNASA OPING SLTOWARD I"TERSECTIgN '---SIDE S i' "T"7 Tiil EI WIDTH A TYPE "G" EXPANSION JOINT NOTE! RAMS ONLY WHEN � -� THE LONGITUDINAL ROPE IS PROPERTY LINE GREATER THAN 1:20 _ _ _ 6" THICK CONCRETE RAMPS SHALL COMPLY WITH DOWEL INTO EXISTING t28 DAY STRENGTH=3� PSI} TAS REOMEMENTS (VAtE� WALK "4 -BARS AT IS- ( C.C. W/;4 BARS o 1g- O.C. W/6" LSS8 TO Z SEYOMDW. 'SIDEi-F B.00ETO HAVE _ POINT OF ~Mv 2Z MAX AROLLFAH CROSS SLOPE WALK AT RADIUS POiNT CURVATURE 6 f -t 1-+I-1-jT%--j a EXPANSION JT. & {, BACK OF Cts SMOOTH DOWEL �R, * 1/2-0 X 16' 5' R. {) BACK OF C 1#t7H ( 25' RAO. tt ) URB CAP M )2•• Q C, i (COATED W/I•EAVY SASE) ' ' t typi ., ET AT SAW CUT AOVAL SAW CUTTYPE T f T ACCESS_ _ _ A NEAT SAW CUT ' _ RA}� *MAINTAIN 2X MAX CROSS - - - - - - - - ` - _ - _ SLOPE. 5'iIN �rHL -G" EXP ANSK3: (SEE RAiP DETAIL) JOINT EXISTING CURB &GUTTER TO - - - - - - - - - - - - - _ _ -ISLE ROUTE'S r�r E REMOVED -REPLACE STREET �i � - - - - - - - - � EXISTING OF 4' EHNO BACK OF CURB) SURFACING NEEDED. ... --►.. I PONT • -_. MAY REMM4 iN PLACE - - - OTHERWtSE SIDEWALK MUST REQ.?IlII'r1,T �j ] �1R1 V1� _ , -_+. •. • _ ... -y _ rTAfEA BE REMOVED. u 1Li� r .. EXPANSION JOINT trYp_) _/ SEAL W/AppRDVED ANSiON MATERIAL u ST2-00 TYPICAL STREET co -,j i' JOINT MA � APRON tj SLOPE vis ' t -]/V- PER FT -LOIN- TYPE -0•' EXPANSION JOINT.? ' 1 EXISTING CURS i4� ELEV.=itC ELEY;+3 Srl19-01 con i APPROX_ tt" REYOVEOTO BE ° KEEP 6" RiSE 70 A "' �f DRIVEWAY WIDTH MATCH �, I VARIE EXISTI(,G IUO7ER�� i : PROPERTY LIFE TYPE _G_ 18- OI CULVERT 9,EXPJOINT IiRN t8" 0111 RCP PIPE) �; 3• I — — - , A EXISTING PNMT. 3{ ) PROPERTY SEC77nrti A A 11 , t 6- I - - LINE �♦ ���il PROPERTY 'E -_i * WIa(TAIN 2% MAX �' S NOTE: - - - - - }-- _ LINE -�--- I -- --- - _ � SLOPE _ I. LENGTH OF DRAINAGE PIPE FOR _ _ EXISTING ME � I l /�'RE RESIDENTIAL DRIVES is 36' MAX - - / q ROLL FACE CURB TO HAVE & 20'UN. DRIVEWAY DEFORMED TIE AT DRAINAGE SEDGE T. 04O.C. BAR 6- t28 -DAY SMA;CRETELL BE 25* MIN. REMOVE TYpE RADIUS PORT_ 2- ALL DRIVEWAY P�--WITHN CULVERT FOR rYt) NEW STRENGTH • 3000 057 Wi4 TlRU RAIJP ILO T i AMSMATORY R,4# ROW MUST HAVE CONCRETE BARS & 18- O.CE W JOIN? SLOPE 1:12 MAX. SLOPED END APPROVED CONCRETE TO EXISTING APRONS W/O CURB t �� SIDEWALK Z� _� - - - - - - - - - - � t6:t SLOPED OR APPR0Vt0 A _STREET CONCRETE PAVEMENT SHALL E ALLOWED ON flit -•�,�" EQUAL. ONLY DITCHED STREET SEC - - - - - - OILY_ T NEAT ----------I-------- YPICAL DM, j7AY SECr�oNA SAW CUT`S. _ _ -_ EAT WITH CE SAW CUT CULVERT i 1 EXPANSION JOINT A I NEAT-�11 \11 -EXISTING CURB &CUTTER T S i -11G W i BE REMOVED - REPLACE STREET Co- ii� _. i r SURFACING As NEEDED Con RI CNV AY I r ST2-03 FLEX BASE EXI�. tR tit 6- HVAC � GRAVELVEL STREET 6'. (TYPE C OR 0) =5. w • t EXISTING II 1 ' Cures HMAG DOWEL •5'- +, .E u. ,;--28-DAT CONCRETE COW?ACTEO CE , a 0.-. - SAW SE1L COAT/ BARS. LG.. P = 3500 Sas i i MEND IF A l8" INTO EXIST. PVMT ) I 0 / . f COMPACTED CEI+ENT STAB( SAND t -31 ]2- - -_T VARIES EXISTING CONCRETE 1 j 5 STAERLI EQ SAND I� FLEX ".10 COMPACTED CEMENT - STREET 6 I STAMIZED SAND SAW - UT gg t REFER r0 t;;iIO SPECIFICATION t2" FOR LFT AND COMPACTION 5T f I �o DETAIL � .`._ APPRE u»asTlREo SOIL APPROPRIATE �r ' I _ con VARIESSEE BEDOING DETAIL FOR 6.10PRIATE PPE TYPE -� UNDISTURBED SOIL i t CUT VARIES Z OI�VEL STREET T OPEN CLOT' S AI, COA Tt}RED SEE BEDDING DETAILFOR O / APPROPRIATE PPE TYPE f OVE T ST�-ooRIMY STREET OPE, CIS CO�,(11 CTE STREET 66 S 0 ;I ST -4-02L RESIDENTIAL CGI LECTOR X10' ROW I '� PA r.m T SEC7K1N SECTK)N 40. T 0 14IDH 24 �Cl i6' UTILITY 16' R-O.W WIDTH 70 IDO EASEMENT 14 := (SEE NOTE 1)i6' UTILITY C 72' 'L j W EASEMENT NOTES Q F a £ (SEE NOTE 1) _ --f i. RURAL SECTION WILL -NOT REQUIRE 16• o v' > r C11rY LES S'PARiEL TO ROW W> t : _ 2- HOT UM STO X Q 2. W1TFUN ETJ AREAS RURAL SECTIONS SILAI L FOLLOW COUNTY SCS AND STANDARDS STANDAR-M- rlr NOTES: ]. ALL SUBGRAOES SHALL BE STABILIZED. 2. FOR SUBGRADES WITH Pi AND X PASSING THE 5- REFER TO &CS UWXD DESIGN GUIDELINEMANUAL F0. SIEVE >-357.. USE LIE STABILIZATION. 2� ACCEPTED RiGHT OF WAY -"FOR SUBGRADEg WITH PKI5 6. COLLECTORS AND PAVEMENT WIDTH_ SIEVE <.35%. USE PORTLAND CEMENT STABILIZATION. BASE OR g•• CRLSHETESTS A'ai E REOtN2E0 ip USE 5" fftAC d LIMESTONE BASE AND STABLM 4• SIDEWALK PLACEMENT VARUS WITH EACH LOCATION SUBCRADE IN WILL BE OETE ANO GUIDELINE ACCORDS WITH THE 8/CS UNjFEO DESIGN RMHEO BY THE ENGINEER, MANUAL OR AS DRECTEO BY CITY ENDER Q VARIABLE R -O -W (SEE NOTE 5) IVSE B/C TO 8NC tSEE NOTE 5) SEE 5'CONCRETEQ SIDEWALK DETAIL2" HOT MDC ASPHALTIC I CONCRETE PAVEMENT STO.CURB & GUTTER SEE 4'CONCRETE SIDEWALK DETAIL 37. SLOP£ --y. LIMIT OF MEASUREMENT-� 2• MIN. 4- HAAC BASE K FOR ROADWAY ATIONEXCAVATION BASE t9Sz �� ASTA 015,57) 6" COMPACTED STABILIZED SUBGRAOE (987. STANDARD AND STABILIZATION (LjOCALgSTREETS. ASTM 0-698 Al A MOISTURE CONTENT BETWEEN r... CA 1� STRI,L' f `J AND •4z OF OPTIMUM. VECTION ASI'IL TlCCp.3,Clij,"TF _,Vl :t'T ST4-04 X >i n ASPWALTIC 1 CU m O � CONC. pYMT. nt Q tf2"/FT- SLOP MIN. 4" HMAC BAS 5" CRUSHED LIMESTONE BASE. 6" COMPAi D TABiLIZE (98X STAND i ASTM D. 98 Al , A MOISTURE Gt TEN BE -47 OF KEEN 0 AND RURAL ROAD BON CL SE CTJ O_N NOTES �ST4- 1 REFER TO BfCS UNFIEO,DE SIGN ACCEPTED RIGHT OF WAY GUIELE FOR2. I TOR STRE TS AND PAVEMENT WIDit•L QDCO iE {28 ��OU1IiEQ TO 115E S. STRENGTH -3500 PSI). j -- VARIABLE R -O -W ( jjj SEE Cl' E t) it (Q VARIABLE B/C TO BfC tSEE IOTE t I' I Q SEE 5'CONCRETEITHC CUR SIDEWALK DETAIL 28 REIIFORCED CONCRETE EE 4- 28 DAYSTRENGTH=3500 PSI) T D" JOLTY CRETE 5$7EY1►ALK DETAIL LOPE LLAT OFI MEASUREMENT2' 14 BARS Cl ]g- O.C.E.W. I 6- Cow CTE01STJ FOR ROADWAY IMID SLAB) ASTM ILIZED St�RADE (98X STANDARD EXCAVATION & ID 98 Az A 01STtUREE CONTENT BETWEEN STABILIZATION. 0 AND) t OF OPT UM) TYPICAL STREETIPEI O T ttl U 1�t7lCf !J Cfln CXL"17I cl YVLA Sri,4-05 CITY OF .BRYAN 77ie Good bre, Texas ,Slyle.- DRAWN BY: C.L.M. DATE: 01-01_0 a SCALE: N T S APPROVED: W. p_ K. PIGURE: SHEET 1 OF 1 NOTE, TYPE -G" EXPANSION JOINTS iN CURB & GUTTER NOTE: SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE -G" EXPANSION JOINTS IN CURB & GUTTER 40' APART AND AT ALL RADIUS POINTS, P.T: S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF R3 12. P C.'S. TYPE -8" CONTRACTION JOINTS IN CURB & 40' APART AND AT ALL RADIUS POINTS. P.T: S AND GUTTER SHALL BE SPACED AT A MAXIMUM P.C.'S. TYPE "8" CONTRACTION JOINTS IN CURB & 2" 3" 1" MIN. TO DISTANCE OF 10' APART. DGUTTER SHALL BE ISTANCE OF IO'APART. Ai A MAXIMUM 6"� 24" *4 BARS 6 18" CIC 04 BARS 0 118." O.C.E.W 6" �• �6.. 12" 12- 24- -..� w+r.r•-v +/4"R 1/4"R 6" 15" ii -T "R �/� R VARIES SECITONA A 4 I. k Tr4~R I 1 i� 4-;� 6" 7- k 6 .V2"A 24' R. O. W. 4 :BARS CONTINUOU 1•• y-4 3° 3.. 3" • " 12' AND 3" CLEAR TYP. 2" A A • -#4 BARS I &, 0 = 3/4" X 18" SMOOTH I�4 3•• 24 LAY DOti�T1rT EXPANSION DOWELS DOWELLED IN CURBS TYPICAL COMBINED i <ALLEY;; Q GZJr1�I'ER SECTION C� RB & OLTTR SECTION DETAIL o STI -00 STI -01 STI -02 NOTE= NOTE: TYPE "G•' EXPANSION JOINTS W CURB & GUTTER SHALL BE 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE i/2- CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40'APART AND AT ALL RAMS POINTS. P.T: s. AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS. P.T: s. AND P.C.'s. TYPE "B" CONTRACTION (TYPICAL) ,JOINTS IN CURS & GUTTER SHALL E SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM I� --TYPE "G" £XPANSd(3N JOINT DISTANCE OF IW APART DISTANCE OF ID' APART ■4 BAR 2. PIPE EXTENDED V-2- FROM BOC TO BE COVERED WITH FABRIC Y-- Sotoo AND TIED IN PLACE �- 24'• 24•• � ALLEY 114"R PAVING 15' 3"5 ' DIAL "„� _¢ STI -06 12" L2 ­ 0 114"R 12" � 114-R �4 4 0■ 6.. 6 314" • 0 - 0: 6 3/4" 3.. = *4 BARS 3"1- • _ *4 BARS 3" - T�0 = 3/4- X 18" SMOOTH 0 = 3/4" X 18" SMOOTH 1 TJ�] (s II.. AL EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED Z,YPICAL WEEPHOLE CURB SPILL CURB STI -03 STI -04 STI -05 28 -DAY CONCRETE STRENGTH•3500 REINFORCEMENT*TRANSVERSE 118" R SEAL WITH JOINT MATERIAL 4 BARS AT W C. TO C. .mo7?7k V miN. �■■■f■■■■■■■■■■■■■■■■■■r■■■r■■■■� nrrr■f■■■■■rrrfrrfrrfrrffrrirrrrfM METAL KEY WAY PLATE-/ \- n■uf o■■■■■■■■■■■■■■■■■r.ru■m no■ ■ ■■■■■■■■ uo ■■urn. ■ o■ ■ u■ r 1fr■fffr■ff■f■Offfffff/fffrrrfl �on■0000uu■o■uo■■■c �uuofurrruur■rrrf rf ■furrrr DEFORME& TIE BARSpf■frrrrrrr■■flrlrflf■r■rrrrfffi �r■■■r■■rr■rffffff■ffr■fffffffrfl D.C. n■uuuuuufuuuououm n■ u ■ rrruur uu rr uuuur r■n L vuuuuuuuuuuuuuum \ �iiiiiuiiiiiiiiiiiiiiiiiiii� I'D" iliiiii°■i°■iiiiiiiiiiiiiiiiiiiiii` uuv�ouuuu■unuuuuu■� nuurrrrurrrr■rruuuu■u u i LONGITUDINALJOINT nurfuuuuuuuuffuuum nrr�nuuuuuuuuuu■■■u■� ounn■o■nuuoonn■nn■I - C. TO C. TYPE "0" JOINT LONGITUDINAL JOINT$ SHALL BE REOUARED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED LONGITUDINAL REINFORCEMENT: 40' 40' 40' #4 BARS AT 18" C. TO C. TAAWEATT SECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18 12" O.C. 1/4" R 3/4`• (COATED W/HEAVY GREASE) 5-va•• 3/4" ° 7/8.. —� '° °• 1-5/8.. TREFICCK LAS MUAQN ACCfLIRRED 3" LONG METAL OR PLASTIC CAP 3/4 ° - ' ° 1-112" INSIDE DIAMETER TO BE V16" GREATER - 8Y J.D.3- APPROVED EQUAL tT,pHNAN DIAMETER OF DOWEL BAR. NO 2& L_ 1 3.. CAP IS SDOwT,I F�> TR f8VEND OFB 2 MLri,Al i1LY WAY AY PLC1TL r(YTjE iI('t I EXPANSION & CONSTRUCTION.TOINT IS A VALLEY NOTE - Q GUTTE EXPANSION JOINTS AS SHOWN AND AT � VARIES EACH RADIUS PONT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS Is ALL RADIUS POINTS. P,C.'S. P.T.'S. & OPPOSITE P.1.'S. GUTT JOINTS SHALL E AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B DONT CONTROL JOINTS SHALL BE AT IO'CENTERS. R.O.W WIDTH TYPE "0" JOINT TYPE "0•' EXPANSION JOINT. SECTIONAL TS jG' \& LONGITUDINAL JT: Q 900 EXISTING CURB. & ELEV.=T/C ELEV.+3" IN CU In „- TO CHORD OF RADIUS. (TYP.) SAWED OR FORMEO.SEAL WITH JOINT MATERIAL. SEALING NOT REOV IN CURBS. 318" R - j I•�-1/8" TO 3/t6'• I �31a- -r -ay • 6" MN. _7 #4 BARS. 18" O.C.E.W. l l l E "B"CONTRACTTION IOINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER r-6"- (TYP.) TYPE -G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS BACK OF CUE r.&. TYPE "D" JOINT TYPE "B" DONT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICALJOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL E ADEOLJATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TiME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. ST3-00 TYPE "G" EXPANSION EXISTING CURB & GUT' J�yT. ELEV.+ TO BE REMOVED TIC ELEV.=3" MATCH E OF - KEEP 6" RISE TO EXISTING GUTTER MATCH OF PROPERTY LINE crr EXISTING PVMT.-, EXISTING GUTTER I �-2 EXISTING (- PVMT. 4" - - - EXISTING BASE 3" RIE 7(28-DAY VEWAY APRON SHALL BE 4" EXISTING CONCRETE STRENGTH BASE 000 psi) W/#4 BARS Q 18" DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/O 04 DEFORMED t8" O.C. FOR TIE CURB AND GUTTER SHALL BE TO CONCRETE TO ALLOWEDON OPEN DITCHED CONCRETE PAVEMENT STREET SECTIONS ONLY. ONLY. SECTIONA A V =E4IO&UNCL?B KEEP 6- RISE TO _4 TYPE "G- EXPANSION PROPERTY LIM � JOINT. ELEV.+ CURB 'RETURN RADIUS +2' I TIC ELEV.=3" W �y A,� G CURB RETURN RADIUS 1'-6" 7 4" < ACCESSIBLE ROUTE (4' MIN.) R (OPTIONAL) - U HTE r TE 3. ,- 3 MINE DRIVEWAY /iPRON SHALL BE 4" 3 (28 -DAY CONCRETE STRENGTH DEFORMED TIE BAR =3000 psi) W/#4 BARS Q 18" #a X 18" O.C. O.C.E.W. ASPHALT APRONS W/0 TYP��,QIE LONGITUDINAL FOR TIE TO CONCRETE CURB MID GUTTER SHALL BE JET TO CONCRETE PAVEMENT AL EEE OON SEC TONS DITCHED ONLY SECTIONA A SECTIONA A SLOPING AWAY FROM INTERSECTION A TYPE "G" EXPANSION JOINT PROPERTY LINE NOTE: RAMPS ONLY WHENTHE LONGITUDINAL SLOPE IS GREATER THAN 1.20 DOWEL INTO EXISTING SIDEWALK RAMPS SHALL COMPLY WITH (VARIES) W/*4 BARS Q 18" O.C. TAS REOUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHING }-� f-F•AT RADIUS POINT SIDEWALK -> * o- * 5'R. (MIN.) BACK OF CURB NEAT SAW CUT NEAT NEAT SAW CUT SAW CUT A 1' *MAINTAIN 2Z MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO SLOPE. VAM WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED. ** EXISTING SIDEWALKS. (A MN. OF 4'BEHIND BACK OF CURB) DUCTlI_NVXjr'l_llrAlr I h 1 DRI V LA' V AY 6" THICK CONCRETE (28 DAY STRENGTH . 3500 PSI) W/#4 BARS AT 18- O.C.E.W. W/6" LSS8 TO 2' BEYOND B.O.C. I. iF THEE IS A VALLEY COLLECTOR Q GUTTE . EN TRANSIiION � TE APRON CROWN VALLEY GUTT R TO FULL CROWN IN > R.O.W WIDTH 2. TYPE TYPE "0•' EXPANSION JOINT. SECTIONAL TS jG' EXPANSI EXISTING CURB. & ELEV.=T/C ELEV.+3" IN CU GUTTER BHAL IBE SPACED IT A MAX :lr.T7&CE OF 40 APART AND IT ALL 2• RADIUS P INTS. P.T. & .C.'S TYPE' CONTRACT IN JOINTS CURB ;UTTER *MAINTAIN SHALL SPACED AT AMAX. � DiSi OF 10' APRT, RETURN CURB TO HAVE 3. 27 M ONE. CROSS SLOPE 4. T MN Na NSITION I ) LA -�- DOWN 8 BEGIN �T P.T. CURB RETURN RADIUS + 2' c CURB RETURN RADIUS r-6" z ACCESSIBLE ROUTE (4' MIN.) ap? (OPTIONAL) -A: 1NO►E 311 1 1 v; SLOPING TOWARD INTERSECTION * MAINTAIN 2Z MAX POINT OF CROSS SLOPE CURVATURE BACK OF CURB EXPANSION JT. & I % 25' RAO. (MW.) SMOOTH DOWEL BAR, V2"o X 16". WITH I YPE -D" CAPD 12" DMC I 1 NT NAL (COATED W/HEAVY GREASE) I -J T t CESS�L£ RAMP E RAMP DETAIL) - LE ROUTE* POINT OF TANGENCY y� A EXPANSION DONT (TYP.) SEAL W/APPROVED MAY REMAIN IN PLACE I EXPANSION DONT MATERIAL OTHERWISE SIDEWALK MUST BE REMOVED. W � w y I~» DRIVEWAY 5401>EPER FT.kW' 1 APPROX. 12" (� D �`�IEWAYWIDTH DFRANAGE CULVERT 5S_1 (MIN. 18- DIA RCP PIPE) A SECTIONA A PROPERTY NOTE: - _ _ �— _ LINE 1. LENGTH OF DRAINAGE PIPE FOR :r_—_ 4 RESIDENTIAL - - -- RESIDENTIAL DRIVES IS 36` MAX & 20' MN. EDGE PvMT. DRAINAGE EDGE ALL DRIVEWAY PPES"WITHN CULVERT ROW MUST HAVE CONCRETE SLOPED END SECTIONS A STREETg- (6:1S,OPE) OR APPROVED. EQUAL. YPICAL DRIVEWAY ENTRANCF WITH CULVERT ST2-02 RESIDENTIAL COLLECTOR Q TYPICAL STREET O � TE APRON EXIST ST EE LONGITUDINAL 1'/4" 24 30 JOINT S 12 OI > R.O.W WIDTH 70 TYPE "0•' EXPANSION JOINT. SECTIONAL A SLOPING TOWARD INTERSECTION * MAINTAIN 2Z MAX POINT OF CROSS SLOPE CURVATURE BACK OF CURB EXPANSION JT. & I % 25' RAO. (MW.) SMOOTH DOWEL BAR, V2"o X 16". WITH I YPE -D" CAPD 12" DMC I 1 NT NAL (COATED W/HEAVY GREASE) I -J T t CESS�L£ RAMP E RAMP DETAIL) - LE ROUTE* POINT OF TANGENCY y� A EXPANSION DONT (TYP.) SEAL W/APPROVED MAY REMAIN IN PLACE I EXPANSION DONT MATERIAL OTHERWISE SIDEWALK MUST BE REMOVED. W � w y I~» DRIVEWAY 5401>EPER FT.kW' 1 APPROX. 12" (� D �`�IEWAYWIDTH DFRANAGE CULVERT 5S_1 (MIN. 18- DIA RCP PIPE) A SECTIONA A PROPERTY NOTE: - _ _ �— _ LINE 1. LENGTH OF DRAINAGE PIPE FOR :r_—_ 4 RESIDENTIAL - - -- RESIDENTIAL DRIVES IS 36` MAX & 20' MN. EDGE PvMT. DRAINAGE EDGE ALL DRIVEWAY PPES"WITHN CULVERT ROW MUST HAVE CONCRETE SLOPED END SECTIONS A STREETg- (6:1S,OPE) OR APPROVED. EQUAL. YPICAL DRIVEWAY ENTRANCF WITH CULVERT ST2-02 FLEX BASE EXISTING 6„ GRAVEL STREET D �y. '.0 0.0. 00,0,0 •p "c:O.e. O COMPACTED CEMENT VARIES STABILIZED SAND OR �- FLEX BASE �� SEE BEDDING DETAIL. FOR UNDISTURBED SOI. VARIES APPROPRIATE PSE TYPE OPEN CUT GRAVEL STREET ST4-00 MIN: 6- HMAC EXISTING SEAL COAT/ (TYPE C OR 0) HMAC SAW CUT COMPACTED CEMENT 12" STABILIZED SAND *REFER TO HMAC SPECIFICATION 12' FOR LIFT AND COMPACTION REOUIREMENTS SEE BEDDING DETAIL FOR APPROPRIATE PiPE TYPE UNDISTURBED SOIL-Z' OL VARIES OPEN CUT SF,AI� COAT OVERLAY STREET RESIDENTIAL COLLECTOR Q TYPICAL STREET W N R TE APRON EXIST ST EE f ETES ('`> 24 30 WIDTH S 12 OI od R.O.W WIDTH 70 TYPE "0•' EXPANSION JOINT. A EXISTING CURB. & ELEV.=T/C ELEV.+3" SEE 5'CONCRETE 6" REINFORCED CONCRET TYPE "G- EXPANSION JOINT GUITT% TO REMOVED KEEP 6" RISE TO I PROPERTY LIIE 2• PROPERTY LINE- E N. MELLIMITEIOiF SLAB) I FOR ROADWAY FOR C i EXIIST (`iUTTTER EXISTING PVMT: ' �3 j J i *MAINTAIN V S � 6" 2Y. MAX RETURN CURB TO HAVE �-�- CROSS SLOPE FACE DIMINISHING A RAT -�- __ RADiUS POINT. 3. 13!' RISE I' REN TYPE "0" AMBULATORY RAMP EXISTING BASE MN. DRIVEWAY APRON SHALL BE 25' MIN. R T (122DEFORMED ;,',,B R- ONGITUOINALSLOPE 1:12 MAX. JOINT TIE BAR 6" (28 -DAY CONCRETE I 04 X 18" O.C. STRENGTH - 3000 psi) W/04 - - - - - - - - ` i - - - - - - - FOR TYING NEW BARS Lia 18" O.C.E.W. ASPHALT SIDEWALK Z� �;? * a CONCRETE TO EXISTING APRONS WIO CURB & GUTTER I CONCRETE PAVEMENT SHALLBE ALLOWED ON OPEN - - - - - - EAT - - ' - - - - - - - - - - -NE A ONLY DITCHED STREET SECTIONS SAW CUT SAW U C ONLY. -L ,,T SEG'TIONAA 1' TYPE "G" A NEAl EXISTING CURB &GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET SURFACING AS NEEDED COMMERCM1111 EllI WAY III ST2-03 FLEX BASE EXISTING 6„ GRAVEL STREET D �y. '.0 0.0. 00,0,0 •p "c:O.e. O COMPACTED CEMENT VARIES STABILIZED SAND OR �- FLEX BASE �� SEE BEDDING DETAIL. FOR UNDISTURBED SOI. VARIES APPROPRIATE PSE TYPE OPEN CUT GRAVEL STREET ST4-00 MIN: 6- HMAC EXISTING SEAL COAT/ (TYPE C OR 0) HMAC SAW CUT COMPACTED CEMENT 12" STABILIZED SAND *REFER TO HMAC SPECIFICATION 12' FOR LIFT AND COMPACTION REOUIREMENTS SEE BEDDING DETAIL FOR APPROPRIATE PiPE TYPE UNDISTURBED SOIL-Z' OL VARIES OPEN CUT SF,AI� COAT OVERLAY STREET NOTES- 1. RURAL SECTIONS WILL NOT REQUIRE IW ClWMENTS PARALLEL TO ROW 'WITHIN CI Y LIMITS. 2. WITHNFOLLOW CM RSP S SECTIONS STSHALL ANDARDS EASEMENT :£ NOTE 1) RESIDENTIAL COLLECTOR Q SECTION SECTION PAVEMENT CDIr(PACTEO CEBi ENT O.C.7 5TAA88tLIZP AND EXIST ST EE f ETES ('`> 24 30 WIDTH O� od R.O.W WIDTH 70 100 NOTES- 1. RURAL SECTIONS WILL NOT REQUIRE IW ClWMENTS PARALLEL TO ROW 'WITHIN CI Y LIMITS. 2. WITHNFOLLOW CM RSP S SECTIONS STSHALL ANDARDS EASEMENT :£ NOTE 1) NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2 -FOR SUBGRADES WITH P*15 AND Z PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. SIEVE >_35Y.. USE LiME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3.FOR SUBGRADES WITH PK15 AND Z PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE k 35Z. USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE DETERMINED BY THE ENGINEER. k VARIABLE R -O -W (SEE NOTE 5) -1 Q VARL48LE BIC TO B/C (SEE NOTE 5) ` SEE S' CONCRETE 2" HOT MIX ASPHALTIC STO. CURB & GUTTER SEE 4' CONCRETE SIDEWALK DETAL CONCRETE PAVEMENT I SIDEWALK DETAIL 3I. SLOPE --► LiMIT OF MEASUREMENT-� 2' MIN. 4" HMAC BASE6" COMPACTED STABILIZED SUBGRAOE (98Y. STANDARD OR 6" CRUSHED LIMESTONE FOR ROADWAY EXCAVATION BASE (95Z MOD.ASTM-01557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION (LOCM. STREETS) 0 AND -4Z OF OPTIMUM. TYPICAL STREET SECTION ASPHALTICCOAOlII;"TlT RAU,vrhAY ST4-04 W LARS.18" Q Fa BARS. T. PVMT.) ' LG. Q t$'' CDIr(PACTEO CEBi ENT O.C.7 5TAA88tLIZP AND EXIST ST EE f ETES ('`> zv /// .. rSAW CUT O� od R NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2 -FOR SUBGRADES WITH P*15 AND Z PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. SIEVE >_35Y.. USE LiME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3.FOR SUBGRADES WITH PK15 AND Z PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE k 35Z. USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE DETERMINED BY THE ENGINEER. k VARIABLE R -O -W (SEE NOTE 5) -1 Q VARL48LE BIC TO B/C (SEE NOTE 5) ` SEE S' CONCRETE 2" HOT MIX ASPHALTIC STO. CURB & GUTTER SEE 4' CONCRETE SIDEWALK DETAL CONCRETE PAVEMENT I SIDEWALK DETAIL 3I. SLOPE --► LiMIT OF MEASUREMENT-� 2' MIN. 4" HMAC BASE6" COMPACTED STABILIZED SUBGRAOE (98Y. STANDARD OR 6" CRUSHED LIMESTONE FOR ROADWAY EXCAVATION BASE (95Z MOD.ASTM-01557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION (LOCM. STREETS) 0 AND -4Z OF OPTIMUM. TYPICAL STREET SECTION ASPHALTICCOAOlII;"TlT RAU,vrhAY ST4-04 -,__SEE BEDDING DETAL FOR UN STURBED SOL ,I APPROPRIATE PIPE TYPE VARIES OPE 9 CU CONCRETE STREET 2- HOT MIX - ASPHALTIC CONC. PVMT. .._ MIN. 4" HMAC BASE OR 6" CRUSHED LIMESTONE BASE. all AtUtToollvo HT 0 s oTtl UTI6 NOTES - #4 LARS.18" O.C.E.W. 28 -DAY CONCRETE STRENGTH '= 3500' psi DOWEL (8" INTO E% BARS. T. PVMT.) ' LG. Q t$'' CDIr(PACTEO CEBi ENT O.C.7 5TAA88tLIZP AND EXIST ST EE f ETES ('`> R -0 - /// .. rSAW CUT -,__SEE BEDDING DETAL FOR UN STURBED SOL ,I APPROPRIATE PIPE TYPE VARIES OPE 9 CU CONCRETE STREET 2- HOT MIX - ASPHALTIC CONC. PVMT. .._ MIN. 4" HMAC BASE OR 6" CRUSHED LIMESTONE BASE. all AtUtToollvo HT 0 s oTtl UTI6 NOTES - i 1. REFER TD B/CS UNIF.IEID DESIGN GWDELINE MANUAL F R ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. VARIABLE R -0 - VARIABLE TO R SEE 5'CONCRETE 6" REINFORCED CONCRET SIDEWALK DETAIL 28 DAYSTRENGTH=3500 P ) 2• -•4 BARS Q 18" O. E N. MELLIMITEIOiF SLAB) FOR ROADWAY FOR EXCAVATION & STABILIZATION. TYPICAL )TI 4-02 -14' ) 16'UTLITY 2, EASEMENT (SEE NOTE U x Q (BON CURB a x f. SL . E o i MPAO EO TABiLIZED SUBGRADE STAN�ARD ASTM D-698 AT STURE,COIN: NT BETWEEN 0 AND F D Ik&Ar1 �L1 SECTION II I ST4-03 2 LLE TDR STREETS WILL .E REOUIRED TO AM 8 - INF 0 CONCRETE (28 DAY STRENGTH -3500 PSI). W (EENTE1) B/C (SEE NOTE 1) Q MONOLITHIC CURB SEE 4'CONCRETE 1 jiYPE '"0•• JOINT SIDEWALK DETAIL 3y SLOPE --► 61 COMPACTED STABILIZED SUBGRADE (98Z STANDARD OSTM D-698 AT A MOISTURE CONTENT BETWEEN 01 AND�4/. OF OPTIMUM) EET SECTION "'C-17LI.Y_3 VlslR� vlf' SrI,4 CITY OF BRYAN 77ie Cood Life, Texas Style. - DRAWN BY: C.L.M. DATE. 01-01-09 SCALE: N T S APPROVED= W_ P. K. FIGURE= 3 U SHEET 1 OF 1 i 1 CITY OF BRYAN 77ie Cood Life, Texas Style. - DRAWN BY: C.L.M. DATE. 01-01-09 SCALE: N T S APPROVED= W_ P. K. FIGURE= 3 U SHEET 1 OF 1 CROSS SLOPE 2% MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK 29 to aZ 27. MAX., 17. MIN. PAVEMENT CUj CL Uj 8'T . YPO NOTE= a THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE s V• � pyo n :y� w 4 In PER TAS STANDARDS NOTES- L SIDEWALK PLACEMENT SHALL BE W ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH= LIGHT BROOM FINISH. JOINTS TO BE TOOLED T• DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS O 40.O.C.,CONTRACTION JOINTS 6 4' O.C. J. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX. CURB, JUNCTION BOX, ETC.) WITH •3 x 12" BARS O 12" O.C. OR 14 x 12" BARS a 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIA. COMPACTED TO A DENSITY AT LEAST 987. OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-49 WET OF THE OPTIMUM MOISTURE CONTENT S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2. 0 X 18". 12" DLC 3/4' (COATED W/HEAVY GREASE) 3'-0" MIN. 2X MAX. RTHICKECYCLED MATERIAL, 1/2" / SEE NOTE 4 AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP. INSIDE BY J.O. RUSSELL COLOR DIAMETER TO BE 1/16" GREATER' THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2"OF 13 BARS o 111 O.C.E.W.OR DAY CONCRETE DOWEL AND HAVE STOP SO END OF •4 BARS Q 18" O.0 E.W. STRENGTH = 3000 psi CAP IS t" FROM END OF BAR. 44" THICK MIN.) SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS DETECTABLE wARNWG SURFACE PROPERTY ** 23' (10' CURB RADIUS) 21.5• (20' CURB RADIUS) 16.$425 CURB RAD4>S) CRDSS SLOPE NOT TO EXCEED 22 OR BE LESS THAN 1X ON ANY PORTION_ OF RAMP OR TRANSITION F RE NISHDETECTABLE UIREI WARNING PAVER UNITS MEETING ALL ENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO & CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENrf,S WEAVE PATTERN OR AS DIRECTED. L 161-00 SAWED FORMED, 1I8" TO 3116" SEAL WITH EXPANSION 3'-0" MIN. �-- 6'-0" vAR�S **_vAR>ES 1ST EC TANLE r 4• JOINT MATERIAL..MIN.- .�- 2X MAX. 4"x4"x3/16" STRUCTURAL STEEL TUBING 3/8" R ! JOINT � SEE NOTE 4 DETECTABLE WARNING PAVER WITH TRUNCATED QOME SURFACE 1' MORTAR ED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS 8'0:C. MAX 2" O.C. -� 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS tTAS). THE SURFACE MUST CONTRAST VISUALLY WITH AOJOIMNG SURFACES. 1, ALL SLO3 W. r ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED \ All PROPERL F J 13 BARS O 12" O C E.W. R 28 -DAY CONCRETE O DETECTABLE DETECTABLE -WARNING -SURFACE ADJACENT TO UNCOLORED OF APPRb H SIDEWJIKS AS MAX. SURFACE PROPERTY L9 AYS TOCABERECTICONFORMSOT APPLILSPECI'IAON z 2, LANDINGS I i&L BE J k 5'X 5' MOM M WITH A MAXIMUM 2X SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLOP RESISTANT AND •4 BARS 9 18" D.C.E.W. STRENGTH - 3000 psi N NOT ALLOW WATER TO ACCUMULATE. J: 3. MANEUVE in G SPACE 0,T THE e. I,>J 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X a' V H LY CON1 SIDEWALK CONTRACTION WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PAR YL EL VEHK L j **IO`CURB RADIUM 21.(2W 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE OETECABLE WARNING 4. MAXIMUM A LOWASLE ; SLOPE ON SIDEWALK AND CURB RAMP IS 2X. CURB RADIUS) 5. CURB R WITH RE 'URNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS JOINT SEE FINISH NOTE NORMALL I PLANTING W OR ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT HER NON -WALKING -Y-CROSS SLOPE NOT TO EXCEED SURFACE OR BECAUSE THE SINE 2X OR BE LESS THAN 1X ON ANY APPROAC SUBST TIALL f OBSTRUCTED. OTHERWISE. PROVIDE FLARED SINES. PORTION or RAMP OR TRANSITION PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. ALONG MINORS COLLECTORS O.C. 4"x2"x3116" 6. AODITIONJ SWEEP SAND AMIN $" INTO ALL .JOINTS AND LCi1\ITER STRUCTURAL STEEL TUBING 4' 4L 16 TRUCTURAL 1"x1"x3/t6" STRUCTURAL STEEL TUBING STEL U8t MAX 24" CONC. SIDEWALK MAY BE FO 3•U2" -EDGE .NEAREST THE .CURB LINE IS -A-MINIMUM OF 6" AND A STANDARDS SEE CONNECTION DETAIL 16 T 068.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. --u 4.• 7,5" 7. TO SERVE 6.. '/2" DIA BOLT TICAL PEDESTRIAN ' ,f o ° o CORNER RADIUS. RC jPTABL $.-0..- VARIES-� PA ER k( MATERIAL GUARDRAIL CONATEMOATDETAII 6' 'IE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE _ 2X MAX• �.-- 1" MAX. SAND LAYING COURSE f E SEE NOTE 4 M. SW 1-O 1 , ,•.,,,,, � ��77 GE NERAL GENERAL NOTES: ACCEPTABLE AArtR MATEREN. SEE NOTE 3 PONCRETE 13 :BARS a 12" O.C.E.W.OR STRENGTH= 3000 psi ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ADEQUATELY SIDEWALK PAVER SECTION •4 BARS O 18" O.C.E.W. (4'• THICK MIND SEE FINISH NOTE SODDEDOWATERED O EVPRE IN ELOPEDAREAS WHERE GRASS ENNT T. BOCK SOD WILL BE REOOUfiwD.BARED AREAS SHA. E SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. LSEWHERE ALONG MINOR COIJ ECTORS APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS AND LARGER BEEN BARED BY CONSTRUCTION AND .SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 15 NOT R E ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, !'' Cl�Nl1��; TE SIDEWALK V 1\L ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. . OR AS I k7URES T ECT TCIIMPLY ED BY THE ENGINEER. WITH TAS MAY REMAIN IN PLACE UNLESS SAVI-02 DETECTABLE wARNWG SURFACE PROPERTY ** 23' (10' CURB RADIUS) 21.5• (20' CURB RADIUS) 16.$425 CURB RAD4>S) CRDSS SLOPE NOT TO EXCEED 22 OR BE LESS THAN 1X ON ANY PORTION_ OF RAMP OR TRANSITION TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. i i -1 5/6'SIDEWAIX AMBULATORY SIDEWALK81 ♦ ♦ i , ♦ ' RAMP AT STREET INTERSECTIONRAMP AT STREET INTERSECTION TRENCH GRATE SW3-00 FS -W3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED PORTIO 27. O E LESS THAN ANY 27. OR BE LESS THAN IZ ON ANY 2i OR BE LESS THAN 19 ON ANY TO STREET N OF RAMP OR TRANSITION / PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION / 70 STREET / TO STREET / BOLTED IPPROVED 0 YYY /Y PROPERTY / PROPERTY PROPERTY tel ' DETECTABLE LINE DETECTABLE L i / - WARNING ` WARNING f WAR LE 41 8' SIDEWALKN y� - y SURFACE _ N SURFACE y AMP* RAMP P* .RAMP * MXJ, 6' SIDEWALK � ;1� sae, 5' SIDEWALK � . 1:1p i� 1'12 a:' 'r A)(. SLOPE �.„ 3' EXPANSION JT. & g• EXPANSION JT. & p� V 1SMOOTH DX EL X t6 BAR. SMOOTH DL WITH EXPANSION JT. & CAP o 12" O.C. CAP a 12- O.C. BACK -/SMOOTH DOWEL BAR, (COATED W/NAVY BACK OF CURB 1/2" OUL X 16". WITH OF CURB 6' ' GREASE) OF CURB 6' � CREASE) W/HEAVY CAP 0 12- O.C. #COATEO WIMEAVY - GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP ,5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SVi7_3-03FS-W-79-04 I SW3-05 DETECTABLE WARNING SURFACE -8 o a W� LANDING G. go -� rt Q;C►'.aio':tio':a:+� 4" MAX. c mmOao: iY:a.: AND USUAL t::aoo 1sommo lV +DIY44):4Y O•.:t 4. o;ffl `- 6- MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT ON DETECTABLE WARNING SURFACE ON I NDING AT STREET EDGE I SW2-00 C R a Londe gg 06 0+, Detectable warning surface (Domes to run porollello 4" Max pedestrian travel) and Usual 6" min Face of 10.• max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 5'x 5' e LANDING 6 (L �. N IF $1DE FL 10 SLOPE ATYPICAL) 6 Face of (TYPICAL) TYt WITH tTY6WCAl) curb TYPICAL A101II..ATORY RAMP ),V FLARED WINGS GENERAL NOTES FOR F RE NISHDETECTABLE UIREI WARNING PAVER UNITS MEETING ALL ENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO DETECTABLE WARNINGS WEAVE PATTERN OR AS DIRECTED. L FUL -SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS **_vAR>ES 1ST EC TANLE r 4• PEDESTRIAN FACILITIES i g• o . SIDEWALK •>. JOINT GENERAL NOTES DETECTABLE WARNING PAVER WITH TRUNCATED QOME SURFACE 1' MORTAR ED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS • ii .% .. `T 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS tTAS). THE SURFACE MUST CONTRAST VISUALLY WITH AOJOIMNG SURFACES. 1, ALL SLO3 ARE, r ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED \ All PROPERL F J 12-1 j DETECTABLE DETECTABLE -WARNING -SURFACE ADJACENT TO UNCOLORED OF APPRb H SIDEWJIKS AS MAX. SURFACE PROPERTY L9 AYS TOCABERECTICONFORMSOT APPLILSPECI'IAON z 2, LANDINGS I i&L BE J k 5'X 5' MOM M WITH A MAXIMUM 2X SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLOP RESISTANT AND DIRECTION. N NOT ALLOW WATER TO ACCUMULATE. J: 3. MANEUVE in G SPACE 0,T THE e. I,>J 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X a' V H LY CON1 UNED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PAR YL EL VEHK L j **IO`CURB RADIUM 21.(2W 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE OETECABLE WARNING 4. MAXIMUM A LOWASLE ; SLOPE ON SIDEWALK AND CURB RAMP IS 2X. CURB RADIUS) 5. CURB R WITH RE 'URNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 16.W(25'CURB RAD11S1 WOULD NO SURFACE NORMALL I PLANTING W OR ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT HER NON -WALKING -Y-CROSS SLOPE NOT TO EXCEED SURFACE OR BECAUSE THE SINE 2X OR BE LESS THAN 1X ON ANY APPROAC SUBST TIALL f OBSTRUCTED. OTHERWISE. PROVIDE FLARED SINES. PORTION or RAMP OR TRANSITION PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. TO STREET 6. AODITIONJ L NFORMATION ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. i i -1 5/6'SIDEWAIX AMBULATORY SIDEWALK81 ♦ ♦ i , ♦ ' RAMP AT STREET INTERSECTIONRAMP AT STREET INTERSECTION TRENCH GRATE SW3-00 FS -W3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED PORTIO 27. O E LESS THAN ANY 27. OR BE LESS THAN IZ ON ANY 2i OR BE LESS THAN 19 ON ANY TO STREET N OF RAMP OR TRANSITION / PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION / 70 STREET / TO STREET / BOLTED IPPROVED 0 YYY /Y PROPERTY / PROPERTY PROPERTY tel ' DETECTABLE LINE DETECTABLE L i / - WARNING ` WARNING f WAR LE 41 8' SIDEWALKN y� - y SURFACE _ N SURFACE y AMP* RAMP P* .RAMP * MXJ, 6' SIDEWALK � ;1� sae, 5' SIDEWALK � . 1:1p i� 1'12 a:' 'r A)(. SLOPE �.„ 3' EXPANSION JT. & g• EXPANSION JT. & p� V 1SMOOTH DX EL X t6 BAR. SMOOTH DL WITH EXPANSION JT. & CAP o 12" O.C. CAP a 12- O.C. BACK -/SMOOTH DOWEL BAR, (COATED W/NAVY BACK OF CURB 1/2" OUL X 16". WITH OF CURB 6' ' GREASE) OF CURB 6' � CREASE) W/HEAVY CAP 0 12- O.C. #COATEO WIMEAVY - GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP ,5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SVi7_3-03FS-W-79-04 I SW3-05 DETECTABLE WARNING SURFACE -8 o a W� LANDING G. go -� rt Q;C►'.aio':tio':a:+� 4" MAX. c mmOao: iY:a.: AND USUAL t::aoo 1sommo lV +DIY44):4Y O•.:t 4. o;ffl `- 6- MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT ON DETECTABLE WARNING SURFACE ON I NDING AT STREET EDGE I SW2-00 C R a Londe gg 06 0+, Detectable warning surface (Domes to run porollello 4" Max pedestrian travel) and Usual 6" min Face of 10.• max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 5'x 5' e LANDING 6 (L �. N IF $1DE FL 10 SLOPE ATYPICAL) 6 Face of (TYPICAL) TYt WITH tTY6WCAl) curb TYPICAL A101II..ATORY RAMP ),V FLARED WINGS GENERAL NOTES FOR F RE NISHDETECTABLE UIREI WARNING PAVER UNITS MEETING ALL ENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO DETECTABLE WARNINGS WEAVE PATTERN OR AS DIRECTED. L FUL -SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS C DE 1ST EC TANLE OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT WARNING PAVER UNITS USING A POWER SAW, PEDESTRIAN FACILITIES i t. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA .3 REBAR AROUND PAVER INSET FL JOINT GENERAL NOTES DETECTABLE WARNING PAVER WITH TRUNCATED QOME SURFACE 1' MORTAR ED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION ii CONTROL JOINT PERMISSIBLE 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS tTAS). THE SURFACE MUST CONTRAST VISUALLY WITH AOJOIMNG SURFACES. 1, ALL SLO3 ARE, M ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED STILL OR All PROPERL T SH LLD BE USED. ADJUST CURB RAMP LENGTH OR GRADE AR AT DETECTABLE -WARNING -SURFACE ADJACENT TO UNCOLORED OF APPRb H SIDEWJIKS AS DIi£CTEO, cn CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS. AYS TOCABERECTICONFORMSOT APPLILSPECI'IAON z 2, LANDINGS I i&L BE J k 5'X 5' MOM M WITH A MAXIMUM 2X SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLOP RESISTANT AND DIRECTION. N NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVE in G SPACE 0,T THE BOTTOM OF CURB RAMPS SHALL E A MINIMUM OF I,>J 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X a' V H LY CON1 UNED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PAR YL EL VEHK L TRAVEL PATH, 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE OETECABLE WARNING 4. MAXIMUM A LOWASLE C OSS SLOPE ON SIDEWALK AND CURB RAMP IS 2X. SURFACE FOR EACH CURB RAMP TYPE. 5. CURB R WITH RE 'URNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN WOULD NO SURFACE NORMALL I PLANTING W OR ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT HER NON -WALKING DEPTH IN THE O�CTION OF PEDESTRIAN TRAVEL. AND EXTEND THE SURFACE OR BECAUSE THE SINE FULL WIDTH OF THE CURB RAMP OR LANDING. WHERE THE APPROAC SUBST TIALL f OBSTRUCTED. OTHERWISE. PROVIDE FLARED SINES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. AODITIONJ L NFORMATION ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTU MAY BE FO IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY -EDGE .NEAREST THE .CURB LINE IS -A-MINIMUM OF 6" AND A STANDARDS CTAS) Akk 16 T 068.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE G A PED ST REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5• WI MEDIANS SNOUL 'IE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OR I fROUGH T M. 7. ACCEPTABLE PAVER MATERIA. SHALL BE CLAY, VITRIFIEDOVER POLYMER COMPQSITE, PRECAST POLYMER CONCRETE. AND CONCRETE. 8. CROSSW DIMENSIOI , CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOW411 LSEWHERE IN T PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGSE NOT R E 1 CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSW 9. EXISTING . OR AS I k7URES T ECT TCIIMPLY ED BY THE ENGINEER. WITH TAS MAY REMAIN IN PLACE UNLESS 07HERVBSE SHOWN Of THE ANS. 10: HANDR NOT E 0 ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSE ROUT CRO7,NOINGS S (PENETRATES)A CURB. 11. SEPARATE:B CRAW IINEER. ANO FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENT ITH PREM D OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE IN I 12. PROVIDE A SMOOTH NSITION IDT WHERE THE CURB RAMPS CONNECT TO THE STREET, 13. FLARE S10 SHALL EMCEED 10)t MEASURED ALONG CURB LIQ. pys- 2VJ- : _-T 0 0 0 0Z 44�•�Laedi+g 0000. 10 v Detee Warningpaverr wivotth truncofed 4- Max dome surface DET'E'CTABLE WARINWVC BA VER once Usual AS C e A A SIDE I de Hore (TYP) 110 E (Typical) Face of curb TRUNCATED DOME, PATTERIV CURB RUMP DETECTABLE WARNING PAVER Lg� CITY OF BRYAN Tbc Goal Ek, TcAw SID /c." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED W. P. K. FIGURE c a w SHEET 1 OF 1 F RE NISHDETECTABLE UIREI WARNING PAVER UNITS MEETING ALL ENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO BASKET WEAVE PATTERN OR AS DIRECTED. L FUL -SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS C DE 1ST EC TANLE OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT WARNING PAVER UNITS USING A POWER SAW, i .3 REBAR AROUND PAVER INSET FL JOINT DETECTABLE WARNING PAVER WITH TRUNCATED QOME SURFACE 1' MORTAR ED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS ,r ii CONTROL JOINT PERMISSIBLE No. AR AT 18' ( ) ON -CE ER AYS TOCABERECTICONFORMSOT APPLILSPECI'IAON Lg� CITY OF BRYAN Tbc Goal Ek, TcAw SID /c." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED W. P. K. FIGURE c a w SHEET 1 OF 1 1 ,r Lg� CITY OF BRYAN Tbc Goal Ek, TcAw SID /c." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED W. P. K. FIGURE c a w SHEET 1 OF 1 _ , . 24" X 24" X 6" I 28-OAY CONCRETE STRENGTH - 2000 psi �1 WTiN °4 BAR AROUND ALL VALVE BOX. COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY} OR APPROVED EQUAL VIEIVA -A COPPERHEAD SNAKEPIT TES STATION (LIGHT DUTY) OR APPROVED EQUAL 1 -ante A AWWA C900 - PRESSURE PIPE 14 go. INSULATED COPPER TRACER WIRE W/ALL SPLICES MADE USING APPROVED WATER TIGHT CONNECTORS NOTE= GENERAL NOTES: L VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 5" ONLY WHEN 70P OF GATE VALVE 11 SHALL PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE IS DEEPER THAN 5 FEET FROM BOX TO A DEPTH OF 12' OVER THE TOP OF THE PIPE BEFORE BACKFILL t5 BEGUN FINISHED GRADE, m BY ANY MECHANICAL EOUIPMENT. 2. ALL VALVE OPERATING NUT 2, ALL CONCRETE BLOCKING SHALL BE - 28. DAY CONCRETE STRENGTH - 2000psi. EXTENSIONS ARE TO BE MADE OF STEEL SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVE A MINIMUM OF 2 SQUARE FEET OF N EDWITH PATWTO (1) 10,12 6.5 2.5' BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED BY COATS 4.0 THE ENGINEER. 3. EXTEN .ONSFOOT BE A MINIMUM 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS OF UDR 0.2 REACHED 7 DAY STRENGTH. 4. VALVE BOX LIDS LOCATED ON 5. ALL PIPE WILL BE LAIN SO AS THE ENTIRE BARRELL WILL HAVE FULL VALVES TO ISOLATE FIRE 0.5 BEARING ON TiE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL SUPPRESSION LINES FROM PUBLIC 1.5 SE CUT FOR EACH BELL AND FIRE HYDRANT. WATER LINES SHALL BE A 6. ALL FITTING SHALL BE MECHANtCL JOINTS UNLESS OTHERWISE DIRECTED. USA,LL562 LOCKABLE LIN.. 7, HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM UNDiSTU RBED SOIL AND REDUCER AS REQUIRED THE BACK OF -CURB TO THE .FACE OF THE STEAMER ON THE .FIRE .HYDRANT. MJ TAPPED CAP OF ASSEMBLY SHALL BE 95Z VALVE BOX PER SPECS, 0.9 -VALVE BOX PER SPECS WITH BOX BRASS THREAD PIPE 2- SQUARE AWWA NUT STANDARD DENSITY PER IN-LINE ASTM 0698 EXTENSION AS NEEDED EXTENSION WITH Af- FINISHED GRADE --jA W3-01 3-00 CENTERING COLLAR. TERMINATE 4' TO X GALV. ELL FROM TOP OF BOX. MAIN BRASS ELL GALV. lAPPLEy " �j REMOVE AND DISCARD 6„ A r MJ TAPPED CAP rr v CONCRETE BLOCKING TO 6.. -� WATER 4" M. J. ELL PLACED ONJLNNRETC O� WITH SOIL BE IN ACCORDANCE WITH DETAIL W3-00 MAIN UNDISTURBED DE TAI W3 -DO BRASS NIPPLE AS REO VARIES -- 2" SQUARE AWWA NUT 2" 2" BLOT -OFF RISER BLOW -OFF EXTENSION WITH CENTERING COLLAR. d TERMINATE 4' 70 5' FROM TOP OF BOX- STO. GATE ALVE et WITH SS BOLTS STO. GATE VALVE W/STAINLESS CONCRETE STEEL BOLTS .BLOCKING � � PVC OR Dd. PIPE VALVE OPERATI EXTENSION SQUARE SOCKET 2" CIA INSIDE 21/4" DEPTH (118 MIN WALL THICKNESS) GATE VALVE EXTENSION MEGALUG SETSCREYI RETAINER 24" HIGH DUT STANDARD FIRE HYDRAN GATE VALVE W/VALVE BOX WATER LINE AS REOUIRE TEE OR TAPPING SLEEVE IAN VALVE AS REQUIRED AS REQUIRED t 1 ANCHOR 90' BE STANDARD FIRE HYDRANT GATE VALVE WI VALVE 80X _ J STANDARD FiRE HYDRAN y 3 f + 0 -BURY LIRE FIRE HYDRANT LOCATION REALIGN AS NEEDED 6" DJ. OR C909 PIPE 6" MJ ANCHOR COUPLING PEA GRAVEL - FILL)24- X 24" X 6" TO tFT.ABOvE 1 28 -DAY CONCRETE WEEP HOLE I STRENGTH - 2000 psi THRUST BLOCK �ry I t WITH °4 BAR AROUND ALL VALVE BOX.. TEE OR TAPPING - n SLEEVE & VALVE ECHANiCAL JOINTS PPREECAS(TBNCO CONCRETE AS REQUIRED RETAINER ACRE S BLOCK Vf WA - OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED (ROTATE TO GLANDS BLOCK OPTIONAL. 7(o STANDARD FIRE HYDRANT ASSEMBLY COPPERHEAD ELOHT INY) t ST X REFER TO TECHNICAL SECT N 09 03 12 COAT ENLID WITH RE ��pp BLUE ENAMEL PAINT APPROVED EQUAL FOR TRACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST fAPPROVEDSTATION- QUALITY) OR GROUND LEVELS i I / METAL DETECTOR TAPE ETERJ It , 11 "ter` METAL DETECTOR TAPE BOX(STQ,) 48" LOW VOLTAGE DIRECT BURIAL MIN, rELECTRICAL WIRE CONNECTOR VVI -021 TYPICAL UTILITY PIPE l P TYPICAL UTILITY. PAPE a. TRACER WIRE MUST[ BE INSTALLED DEAD END` DIRECTLY ABOVE THE PIPE AND SHALL BE TAPED TO THE PIPE AT W INTERVALS. TRACER gWIIRE SH EXTEP�IpPE GOILET ANDY SCUu0 FOR W 1-01 UTILITY PIPE LOCATION MATERIALS FUTURE CONNECTIONS x71 -0 �� UNDISTURBED DIRT END OF LINE CAP/PLUG EDDING SANG 24 MIN' PLAN VIE, T11' . s.n.e.r..Mmen MOT i.n.m.nrrn T SELEC ETE SECTIO_NA A NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING NOTE: 1.EMBED COPPER LINA IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S.HOSE CLAMP SINES OF COPPER PIPE, 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE DETAIL. INCLUDING MAIN LINE TAPPING SADDLE. VALMATKC MODEL 101111-) 3. PIPE SIZE SHALL BE i" OR 2". OR MODEL 102 (2") OR 4. SIZE OF LIES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI (r) WITH HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) 4" X 5' X 3' CONCRET PAD (FOR 2" PiPE) IRON PiPE THREAD COMPRESSION FITTING AND BALL GATE VALVE TYPE "K" COPPER TUBING TAPPING. SADDLE W/ CORPORATION STOP: AIR RELEASE VALVE & VACUUM CHECK. VALVE BLACK TEXT WARNING 10" RMUM PPELIE CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND 14" VALVE,,, 77- NO. N WHITE 10" BACKGROUND. 4'-0" NOTES. 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SiGN POSTS. 2 -SIGNS TO BE CONSTRUCTED FROM 20 GA, STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FtNRMSH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (DOTTING VALVE NUMBER ON VALVE SIGN BLINK) (NOT A SEPARATE PAY ITEM) -2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. ,-PIPELINE WARNING SIGN ,-VALVE IDENTIFICATION SIGN $' BLUE. HEAVY DUTY. WING. CHANNEL POST 2' X 4' X 6 - CONCRETE SLAB nvrr• PIPELINE WARNING SIGN v D D D> D y < D C 7rCONCRETXE " LAB . 0MJ PLUG M. J. TEE OR CROSS VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER /-2' X 4' X 6" CONCRETE SLAB rrrn. SOCK AS DIRECTED. NOT GREATER THAN 45° MIN. DIMENSION APPROX. VALVE BOX AND SHAFT EXTENSION EQUAL TO ONE BAG OF 11 SACKRETE GATE VALVE & BOX y9! CAST IRON LIN m VALVE OPERATI EXTENSION SQUARE SOCKET 2" CIA INSIDE 21/4" DEPTH (118 MIN WALL THICKNESS) GATE VALVE EXTENSION MEGALUG SETSCREYI RETAINER 24" HIGH DUT STANDARD FIRE HYDRAN GATE VALVE W/VALVE BOX WATER LINE AS REOUIRE TEE OR TAPPING SLEEVE IAN VALVE AS REQUIRED AS REQUIRED t 1 ANCHOR 90' BE STANDARD FIRE HYDRANT GATE VALVE WI VALVE 80X _ J STANDARD FiRE HYDRAN y 3 f + 0 -BURY LIRE FIRE HYDRANT LOCATION REALIGN AS NEEDED 6" DJ. OR C909 PIPE 6" MJ ANCHOR COUPLING PEA GRAVEL - FILL)24- X 24" X 6" TO tFT.ABOvE 1 28 -DAY CONCRETE WEEP HOLE I STRENGTH - 2000 psi THRUST BLOCK �ry I t WITH °4 BAR AROUND ALL VALVE BOX.. TEE OR TAPPING - n SLEEVE & VALVE ECHANiCAL JOINTS PPREECAS(TBNCO CONCRETE AS REQUIRED RETAINER ACRE S BLOCK Vf WA - OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED (ROTATE TO GLANDS BLOCK OPTIONAL. 7(o STANDARD FIRE HYDRANT ASSEMBLY COPPERHEAD ELOHT INY) t ST X REFER TO TECHNICAL SECT N 09 03 12 COAT ENLID WITH RE ��pp BLUE ENAMEL PAINT APPROVED EQUAL FOR TRACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST fAPPROVEDSTATION- QUALITY) OR GROUND LEVELS i I / METAL DETECTOR TAPE ETERJ It , 11 "ter` METAL DETECTOR TAPE BOX(STQ,) 48" LOW VOLTAGE DIRECT BURIAL MIN, rELECTRICAL WIRE CONNECTOR VVI -021 TYPICAL UTILITY PIPE l P TYPICAL UTILITY. PAPE a. TRACER WIRE MUST[ BE INSTALLED DEAD END` DIRECTLY ABOVE THE PIPE AND SHALL BE TAPED TO THE PIPE AT W INTERVALS. TRACER gWIIRE SH EXTEP�IpPE GOILET ANDY SCUu0 FOR W 1-01 UTILITY PIPE LOCATION MATERIALS FUTURE CONNECTIONS x71 -0 �� UNDISTURBED DIRT END OF LINE CAP/PLUG EDDING SANG 24 MIN' PLAN VIE, T11' . s.n.e.r..Mmen MOT i.n.m.nrrn T SELEC ETE SECTIO_NA A NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING NOTE: 1.EMBED COPPER LINA IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S.HOSE CLAMP SINES OF COPPER PIPE, 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE DETAIL. INCLUDING MAIN LINE TAPPING SADDLE. VALMATKC MODEL 101111-) 3. PIPE SIZE SHALL BE i" OR 2". OR MODEL 102 (2") OR 4. SIZE OF LIES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI (r) WITH HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) 4" X 5' X 3' CONCRET PAD (FOR 2" PiPE) IRON PiPE THREAD COMPRESSION FITTING AND BALL GATE VALVE TYPE "K" COPPER TUBING TAPPING. SADDLE W/ CORPORATION STOP: AIR RELEASE VALVE & VACUUM CHECK. VALVE BLACK TEXT WARNING 10" RMUM PPELIE CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND 14" VALVE,,, 77- NO. N WHITE 10" BACKGROUND. 4'-0" NOTES. 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SiGN POSTS. 2 -SIGNS TO BE CONSTRUCTED FROM 20 GA, STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FtNRMSH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (DOTTING VALVE NUMBER ON VALVE SIGN BLINK) (NOT A SEPARATE PAY ITEM) -2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. ,-PIPELINE WARNING SIGN ,-VALVE IDENTIFICATION SIGN $' BLUE. HEAVY DUTY. WING. CHANNEL POST 2' X 4' X 6 - CONCRETE SLAB nvrr• PIPELINE WARNING SIGN v D D D> D y < D C 7rCONCRETXE " LAB . 0MJ PLUG M. J. TEE OR CROSS VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER /-2' X 4' X 6" CONCRETE SLAB rrrn. 21 W3=03 ti�V3-0�1 NOTE•USE POLYETHYLENE WRAP OR T PLUG EQUAL BETWEEN CONCRETE & L G TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE 4•L - NOT GREATER THAN 45° ACK FIL � VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH 11 � EXIST. GRADE 4 _a• y9! CAST IRON LIN tilt AMERICAN FLOW CONTROL TRENCH 6- DIP W/RETA*MG GLAND TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 411 1.5 ADAPTER OR AN APPROVED EOUAL AT BEND AND PLUG. 2.7 I�AFTER 1 i BLOWOFF INSTALL MALE QUICK 10,12 6.5 2.5' 1.5 L2 4.0 AMERICAN FLOW CONTROL EXIST. GRADE 6,s- 2A• "2.0 CONNECTION & GAP" 1.5 0.2 45° t0 i2 °3.5 2.5 TRENCH ADAPTER OR AN APPROVED rrnur� rrrvrr� rrrvrr� . rn� rr THRUST BLOCK -2v' 0.5 4" APPROVED .6;8•• 1.5 1.5 *NOTE- RESTRAINED JOiNT 6" M. J. ELL. PLACED ON INSTALL ANCHOR COUPLING 10.12' 2.0 2.5 .5 COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDiSTU RBED SOIL AND REDUCER AS REQUIRED MJ TAPPED CAP OF ASSEMBLY SHALL BE 95Z 1.5 0.9 0.4 BRASS THREAD PIPE 11.25° STANDARD DENSITY PER IN-LINE ASTM 0698 BLOW OFF ASSEMBLY WATER 1.2 W3-01 3-00 GALV. ELL MAIN BRASS ELL GALV. lAPPLEy " �j REMOVE AND DISCARD r MJ TAPPED CAP rr v 21 W3=03 ti�V3-0�1 NOTE•USE POLYETHYLENE WRAP OR T PLUG EQUAL BETWEEN CONCRETE & L G TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE I�� AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH 11 5, ALL CONNECTIONS TO BE COMPRESSION TYPE EXIST. GRADE 4 _a• CAST IRON VALVE BOX COVER CAST IRON LIN tilt BCH- 40 GALV. PIPE TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 6,8- 5.0 1.5 2'X 4'X 6" CONCRETE SLAB 2.7 I�AFTER 1 i BLOWOFF INSTALL MALE QUICK 10,12 6.5 2.5' 1.5 L2 4.0 AMERICAN FLOW CONTROL EXIST. GRADE 6,s- 2A• "2.0 CONNECTION & GAP" 1.5 0.2 45° t0 i2 °3.5 2.5 TRENCH ADAPTER OR AN APPROVED 1.2 2.2 0.5 4" APPROVED .6;8•• 1.5 1.5 1.5 0.9 0.8 EQUAL ✓ 10.12' 2.0 2.5 .5 BRASS BALL VALVE PIPE MATERIAL 0.3 MJ TAPPED CAP LS 1.5 0.9 0.4 BRASS THREAD PIPE 11.25° B.i2' 1.5 1.5 WATER 1.2 0.6 0.1 MAIN BRASS ELL r MJ TAPPED CAP rr v CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ONJLNNRETC O� WITH SOIL BE IN ACCORDANCE WITH DETAIL W3-00 MAIN UNDISTURBED DE TAI W3 -DO BRASS NIPPLE 4" END OF LINE 2" BLOT -OFF RISER BLOW -OFF 21 W3=03 ti�V3-0�1 NOTE•USE POLYETHYLENE WRAP OR T PLUG EQUAL BETWEEN CONCRETE & L G TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE >D 'THRUST w C A VOLUME flow till a> tc..t 4 6 8 5.1 t. 0.3 1012 ii. 1.5 0.5 LP `I -POUR AGAINST UNDISTURBED EARTH TEE THRUSTBLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24'• AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS t� POLAR CONCRETE AGAINST CONCRETE SHALL NOT I UNDISTURBED EARTH EXTEND BEYOND JOINTS BEND SIZE A B C IE- G VOLUME 5, ALL CONNECTIONS TO BE COMPRESSION TYPE till tat tin <nt tilt to .t TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 6,8- 5.0 1.5 1.5` 0.9 2.7 0.4 90° 10,12 6.5 2.5' 1.5 L2 4.0 1.0 6,s- 2A• "2.0 1.5 0.9 1.5 0.2 45° t0 i2 °3.5 2.5 1,5 1.2 2.2 0.5 � � .6;8•• 1.5 1.5 1.5 0.9 0.8 0.i ✓ 10.12' 2.0 2.5 .5 1.2 L1 0.3 6.8" 1,0 LS 1.5 0.9 0.4 0.1 11.25° B.i2' 1.5 1.5 1.5 1.2 0.6 0.1 NOTES; 1. NO SPLICES IN COPPER TUSING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR I BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5, ALL CONNECTIONS TO BE COMPRESSION TYPE SADDLE AND THE WYE FOR DOUBLE SERVICE. 6: ALL SERVICE WYES & EXTENSIONS ARE TO 8 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTIO TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SHALL BE PLACE CITY UPON PAYMENT OF FEE. 3. MARK EACH SERVICE END WiTH METAL -T" POST S. LOT CORNERS SHALL BE MARKED WITH ALA' PAINTED BLUE. THE SUPERVISION F A RPLS UPON COMPLETII CONSTRUCTION. ONC. CURB & GUTTER �i � **SEE TECHNICAL SECTION 33 12 13 FOR MATERIAL REQUIREMENTS APPROVED SERVICE SADDLI FOR DUCTILE AND PVC.OR TAPPED TEE '-CORP STOP - iTYPE K 1-1/2" TYP WATER LINE (SEE NO' NEW WATER SEIR (SHORT AND LONG TER STRUCTURAL BACKFILL AREA INCLUDES WATER ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. PIPORIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5'BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO 2 IN W4-03) OR EXCAVATED SOIL COMPACTED TO 98Y. MOOatNi,( DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO -4Z WET OF OPTIMUM (OPTION NO. t IN W4-02) PIPE -JOINT TYPICAL HORIZONTAL THRUST BLOCK W2-00 NOTE: 1. FOR MORE. INFORMATION ON WATER AND SEWER LINE CROSSING !EE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. FgPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TiES INTO WITH A BEND -SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. Z-- 51 I 5' STRUCTURAL BACKFILL ARTA W2-02 NEAREST BE JOINT (TYP, EA. END) CARRIER PIPE -� 1 -PC. PULL -ON WA1 TIGHT NEOPRENE I SEAL W/ STN. STL CLAMPS "APS" OR "PSI" NOTE: CASING SPACER! 4 -RUNNER 11N.(THRU CASING) OR 6 -RAN NER 124--42" OIA CASING)! STL. TYPE304: 8" WEE W/ POLYMER RUNNERS OR NON -CENTERED: CLI RESTRAINED FROM FLO INSULATED: -APS. INC..1 OR 'CASCADE" NOTE: i. FOR MORE INFORMATION EMd WATER AND SEWER LINE CRO STANDARD SPECIFICATION FOR WATER AND SEWER LINE 0 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL 3. DRY BORING IS REQUIRED. 4. PIPE CROSSING A ROADWAY SHALL INSTALLED ABOVE WITH N A BEND SUCH THAT THE CARRIER PIPE CAN BE PLB,' OPEN CUT OPEN CUT^"""` `" 5'-0"ME LIMIT WIDTH OF PAVEMENT LIMIT MIN. GATE VALVE 31-0" MIN.. SIDEWALK MAY GATE VALVE =X-O-SELOWBE OPEN CUTw= OR BORED ASDIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING TYPICAL RURA �V4-00 !JA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF ROCKS, LUMPS. CLODS. OR DEBRIS LARGER THAN TWO t2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB-GRAOE PLACE METAL DETECT( IN FUTURE STREET MINIMUM OF 9OZ OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM 0 PLACE METAL DETECTOR AREA ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24°' OPTIMUM TO -4Z OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE ABOVE TOP OF PIPE AREAS tie ... YARDS. PASTURES. EASEMENTS) AND TO A )MINIMUM OF 98/. OF MAXIMUM DENSITY AS OETERMREO BY ASTM D0p698 (STANDARD) AT A MOISTURE CONTENT WITHIN ® SELECT MATERIAL A�tND FFM 7 EN- ARIF PTtMUAI UNDER NEW STREET �- ® SELECT MATERIAL 1(- ©CEMENT STABILIZED SANG 6-12" 6.,-12" © (MANUALLY © GRANULAR MATERIAL ©(MANUALLY CONSQLIUATE MATERIAL SHALL BE BANK RUN RIVER SAND- WHICH. IS- FREE /// CONSOLIDATE OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS. OR ORGANIC AT OPTIMUM AT OPTIMUM MATERIAL AND WHICH, WHEN TESTED BY STANDARD MOISTURE) 4„ LABORATORY METHOOS,MEET THE FOLLOWING REQUIREMENTS. 4.. MAXIMUM LIQUID LIMIT 45 �E UNDISTURBED SQL MAXIMUM PLASTICITY IMEX 15 MAXI PERCENT PASSING NO. 200 SIEVE 35 A p0. UNDISTURBED SOIL -31 O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 0.0. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET.SHALL 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN./12" MAX. OPTION NO. I AIC CEMENT STABILIZED SAND OYTIONNO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS Ki BRASS CURB STOP- WITH TOP WITH PLUG (REF) -+ 0 EW A A 3 BLE SER VICE /7777777 7 \\7 7777 it "C/Tr" 7'x'1-% I �A 2' MIN. -3' MAX. L VALVE - PAD -2'MIN , 'H PLUG FOR DOUBLE SERV.) op 00, 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) t -V2"' X t BRASS WYE _ O FOR DOUBLE- SERV.) E SERVICE) IOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE k- r rtn: cut. SPACER 4- _''i AT Oso UN I P41 STEEL CASING -ADJUSTABLE 'TOP "RUNNERS TO MAINTAIN r MAX CLI, MAN STEEL CASING 8'• WIDE BAND STAINLESS con STEEL (TYPE 304) -NEOPRENE INSULATION SLEEVE BETWEEN .PIPE .AND BAND ILYMER RAINIER (TYP) DETAIL tl� MIN. CARRIER PIPE-' T CROSSING 4-01 1,OI BEDDING AND TRENCHING WITMN ALL PAVED EAS SEE DETAfLS FOR ©PEN CUT STREETS 2. EL IN CETTT�OF STANDARDS SHALL DANCEWIH/AAWWA 11�101? PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE ALL BE IN ACCORDANCE WITH ANSI/AWWA CLW/A21.50 4.1 OMMPACTION SHALL BE ATTAINED BY MECHANICAL 5. LATIVE COMPACTION SHALL BE TESTED IN THE ESENCE OF THE CITY ENGINEER, 6. DUST RESULTING FROM 714E CONTRACTOR'S PERFORMANCE OF THE WORK. EITHER INSIDE OR bUTSOE THE RIGHT-OF-WAY. SHALL BE CONTROLLED BY THE CONTRACTOR, 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY AVING OR PLATING PLACED AT THE END OF EACH ORKING DAY, 8.' EE "OPEN CUT OETALS" ST4-OO.ST4-01& ST4-02. 9, EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL. DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA ■ MI CITY OF BRYAN The Good Me, Texas SRrIc. W4-02 GENERAL NOTES: ALL AREASRE EXISTING VEGETATION AND GRASS COVER HAVE BEEN AREO BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK 50DDED OR HYDROMuLCHEO AND WATERED UNTIL GROWT�Y. IS. OSTABLiSHEO. IN DEVELOPED AREAS WHERE GRASS IS !PRE NT BLOCK SOD WILL BE REOUItEO. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST gSTURBANCE. APPROVI£0 EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGET !HIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLTE A D THEN REMOVED BY CONTRACTOR. ALL EROStOn CONTROL MEASURES SHOULD BE CLEANED OF SILT ASTER EVERY RAIN. ESTABUI SF4T OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE= 01-01-09 SCALE- N T S APPROVED= W. R. K. FIGURE: SHEET 1 OF 1 NOTE: NOTES; MANNIVLE tlASt JKALL tlt rLAVCt/ VrI rowauov'srwe. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL L A MAX. Of 4 AWA AM. OF L IN5'(VAI KINGS 4. MmwwLr- LOC MV AND COMFA{./.Vn A5 r VLLVn7• SHALL BE USED AT EACH MANHOLE IN NEW I OCATIdN COMPACTION REQUIREMENT MANHOLE DtA MAIN SIZE 4. 2' T <18in. MAY BE REQUIRED TO STABILIZE FOUNDATION. OR EXISTING RIGHT-OF-WAY- PAVEMENT - - - - - - - - 98 X STANDARD PROCTOR - ASTM Q 698 3Q'• T >t8in. <30In.. �6F 42- 2. USE AOEKA SEALANT OR APPROVED EQUAL LANDSCAPE AEA- -- - 90 % STANDARD PROCTOR - ASTM Q 698 WRAP WITH ONE V x 18" GALVANIZED STEEL T >36k1. } BETWEEN RING/COVER, ADJUSTMENT RINGS e►� Panu►�.'v ne rnone. ir-Aur Cee'TVVJ TO PREVENT SONOINGVERTICAL REINFORCING STEEL "'•' "• • " " • -1 "" •" `• "" " 5. NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAiNS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND IFOOT ABOVE SEE NOTE 7. 0 - 12 - - - - - - - - - - 8" THE BASE FLOOD ELEVATION OR A BOLT DOWN 12 AND OVER _ _ _ _ _ _ _ _ _ t2" WATER -TIGHT RING AND COVER SHALL E USED. VENTED WHERE REOUIRED. 7, WANING SIGN ONLY TO BE PLACED WHERE- -"� SEWER CROSSES OPEN FIELDS. SEWER SIGN MANHOLE SIGN w. (SEE DETAIL S3-0511 STD. OUCTI.E IRON MANHOLE COVE 3'• AND FRAME (30" DIA. OPENING) OR EQUAL 12.. MAX. SEE NOTE 1 12MAX. SEC77ONA -A T �; _._ _. .. SEE NOTE 1. 2'-6" PRECAST ENfORCEO 2'•6" o CLASS "A CONC. CONC.MAM40LE SECT. A : VARIES 3000 PSI IN 28 DAYS ASTM DES. C-478 1 8•GREEN, HEAVY DUTY. VARIES (SEE TABLE) - BACK FiLL AROUND MH SHALL WING CHANNEL POST STANDARD CLEANOUT V ' BE AS PER NOTE 4. VARUS `. STANDARD CROSS " MIN. PLUG 9.. 5- MIN. ` (SEE TABLE) .' RU08ER-CASKET JOINTS 5. MIN...: 24" MIN: 24 MN: W1 MORTAR SEALANT vAraKS CEMENT STABILIZED INSIDE AT ALL JOINTS SAND AS SHOWN. M INVERT • 3/4 DIAMETER OF PIPE PLUG 6" MIN' STANDARD CROSS �` 9 UP TO 24". 24" AND LARGER .ni 2'-0" SHALL -BE FULL DEPTH INVERTS. 3. VVI VAI IES3„ BASE A vis " A MANHOLE A TERECON `4 BARS. 8" O-C.E.W. -4 BARS ENT O 90' AND 900 BEND AIS 90 BEND OR APPROVED EQUAL. WATERSTOP-PIPECONX TIED TO WALL AND BASE. (2 REO•D) NOTE -DEPTHS GREATER THAN 72 MANHOLE ADAPTER SEAL, 6" MIN. WILL REQUIRE 2 MATS OF -4 BARS, 8" O.C.E.W. SEE BASE OR APPROVED EQUAL. - , �.: �.,; i., �..., . a. ,.; •;..; REINFORCING STEEL IN TII: (2 EQ'D) NOTE=DEPTHS GREATER THAN 12' NOTE FO(NNDATI ' BASE- WILL REQUIRE 2 .MATS OF T�T� TTTT�T, i REINFORCING STEEL IN THE BASE. "Al BARS. 8" o.C.E.W. - • DEPTHS MANHOLE OADAPTER SEAL. CAST I1V PI.ACF 1VIANHOLE PRE -CAST A AHOLF GREATER THAN 12 FEET Wi.L REQUIRE OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL IN THE (2 REO'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON /� RESTRAINED JOINT FOR FORCE MAINS. 51-02 PVC CROSS NOTES, PVC PLUG WITH HALF MOON( t. V DW. -STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF CAST -IN-PLACE MH PPE 0.0.. EXISTING MANHOLE. SPACED 3" APART CENTER TO CENTER. CUT PUT OF IT - s0 FORM 4" REMOVE INVERT A5 REOUItED AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED SEE DE TAIL (STD) FOR AND NEW INVERT FOR NEW OMI HALF TNI PPE DIA BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING CONSTRUCTION OF MH -PE-PERIORAL LINE. NEW INVERT SHALL O THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES "STARTER" HOLES HAVE SMOOTH TRANSITION (SEE .NOTE L) INTO EXITING INVERT. REWORK CONCRETE SHRILL BE REMOVED WITH PNEUMATIC HAND TOOLS. PVC PPE ONE SIZE EXISTING INVERT AS REQUIRED. 2• THE NUMBER OF RESAR DOWELS SHALL VARY WITH SIZE OF GROUT SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. PPE *LET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1-3/4" STAINLESS OPENING CREATION DETAIL ON JTsQINK MANUFACTURERS REQUIREMENTS. SEE PAY]fLE f PIPE STEEL BANDS /�. GROUT pL�N �R pR (TIP) 4. CONCRETE SHALL BE 3,000 P.S.I. SIZE, TYPE AIX! NV ELEv 5/8STAINLESS STEEL 45° ELBOWCONCRETE y_0. SYNKO-FLEX PREFORMED BDLIS W/ .EXPANSION (TURIN W/FLOW -BLOCK PLASTIC ADHESIVE OV ANCHORS & GROUT IN PLAICE) WATERSTOP.OR APPROVED y_0 vArc (TYP) -3 RE AR(I EDI N 0) EQUAL. (SEE NOTE 3.) EMBEDg NK EPDXYED INTO MMh(OLE WATERSTOPPPRCONX 2t TR T NEW INVERT WALL 3. (SEE NOTE 2.) MANHOLE ADAPTER � SET ELEVATION. EQUAL TO B.t PLUS I EQUAL. OR ((2 REO'D) APPRVED PLUSO TOP OF LARGEST PPE IN taH SEE gA►1 �ANm FI f OR PIE %SIZE TYPE E >. 1 CONNECTION DETAIL SECTION VIEW WATERSTOP-PI�EcoNx MANHOLE ADAPTER SEAL, 1 MANHOLE CONNECTION DETAIL $.1 OR APPROVED EQUAL. . CHANNEL FORMED N CONC. BASE B(2 REQ'D) INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN 1 CONNECTION DETAIL SECTION VIEW S1-01 51-03 4" PVC EXTENSION W. GENERAL 4. 2' 4- PVC EXTENSION NOTE: 2' X " TYP '8" TYP. NEAREST ELL MMAX 6'8" TYP A W/PVC CAP 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2•-7" BELOW PROPOSED BACK OF CURB, (SEE NOTE 3) 2.0' 3Q'• ,DONT (TYP. EA. END) 42- r MAX T CLP - WRAP WITH ONE V x 18" GALVANIZED STEEL MN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. } TO PREVENT SONOINGVERTICAL REINFORCING STEEL W a a I. WHERE DOUBLE WYE SERVICE } CLEAN-OUT BOOT ALL AREAS WIRE E 2. MARK EACH SERVICE END WITH META. -T- POST PANTED GREEN_ PVC WYE WITH ¢ AND GRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'-7" PVC WYE WITH a BY CONSTRUCTION BE ADEQlJATELY 3.ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE ASTM D3034 SOR26 WITH GASKETS. PVC CAP a - „,,,, AND WATERED UNTIE NTH' IS O§TABL (•IED: IN DEVELOPED AREAS WHERE CURB, MN, SLAB ELEV. MUST (SEE NOTE 3) O BE SET TO ALLOW SANITARY 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAN LINE CONSTRUCTION. (SEE NOTE 3) 1 �t GRASS IS PRESENT, SOO WALL BE REQUIRED. BARED AREAS SHALL BE 1 SEWER SERVICE. ., INTO HOLE S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. n N 14 CALEND DAYS OF LAST DISTURBANCE. 6.OT OMSHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF COSN. J g- T r M L cm NCTRMIORS STEEL CASING TROL MEASURES�MUST HAS BEEN BARED CARRIER PiPE CASING SPACER Ia STAY W PLACE UNTIIIIIIJJJJJJ CEPTABL 1 -PC. PULL -ON WATER v 3. ALL MATERIAL SHALL 8E ASTM 26 D3034 508 H CASKETS 'a 6 TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS AFTER CONSTRUCTION COMPLETE SEA_ W/ STN. STL. TO MAINTAIN 1" MAX CLR. P1111y CLAMPS "APS" OR 38 "Pse` MAX (TYPICAL) SEE NOTE 5 CONIC. CURB &GUTTER BAND CLAMP STEEL CASING ALL EROSION CONTROLASURES 4 -RU �: T��'01A AT SPRNGCNE 8" WIDE BAND STAINLESS AND WILL BE INSTALLED BY SIDEWALK SIDEWALK CASING) OR 6 -RUNNER MN. STEEL (TYPE 304) O (24"-42" DiA. CASING) STAINLESS PROVIDE 4 FOR EARTH. SEE BEDDING STL. TYPE304: 8" WOE BAWD NEOPRENE INSULATION( SLEEVE RUNNERS AT FOR EACH SERVICE. AND TRENCH DETAIL W/ POLYIA£R RUNNERS, CENTERED 4j° -BETWEEN PIPE AND BAND I 3.5' MAX. A WARRANTY ITEM. OR NON-CENTEREO:.CLEAR -BELL. BOTTOM MN (SEE NOTE i.) 3.5' MAX. OR AS DESIGNED IY RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) "APS. INC., MoD SSS" PIAN (SEE WYE L) WATER LINE STRUCTURAL BACKFLL) OR "CASCADE" OR "ASC CABIN G DETAIL S R -O -W OR EDGE OF EASEMENT 2- CUSHIONREOtIREO FOR ROCK, CONCRETE ALL PAVED AREAS (SI40Dt ORIVEWAYS.MID PARKNPa EXTEND 5' BEYOND- T KS,:STR ASIAN LINE. RETS.�LEYS. SHAtIt STRU4`TURAL EO S3 1 CEMENT STABLIZEO SAND AS SHOWN. (MIN. 4' BURY) T STAN. ATED COM F� 2ACTEO BIC f 5' -O ( PVC (SEE NOTE 3) 1Tr AS T OF _OPTItiL1A1ti4�" PER l4STM 0698 a J � \ \ / 3.5' MAX. \ (SEE NOTE t.) PVC (SEE NOTE 3) 3 - - �.� i PAVEMENT AREAS (MN. iZ SLOPE) 10 t STO.45° BEND 2' -14:11J 2'_0.. MIN. MACHINE BORING 2'-0'• MN. STACK 2:0' .DESIRABLE i J t •SIIEWALtf ' VARIES N HEIGHT (TUNNELING) PVC •NOTE STANDARD CLEAN OPUT OPEN CUT STD.45* SEND SEE NOTE 4 OLTT FOR MAIN LINE OPUi (SEE 3) "' 2.0 52-01 52-03 LIMIT ,". WIDTH OF PAVEMENT ST0.450PVC SEND -� L .FITTING (SEWERI WYE AND t/8' BEND) DEEP CONNEC7�ONPROFII,F, AO SELECT NATIVE MATERIAL ORIGINAL G MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OFFUTURE STRE N T AREA TEE- WYE SERVICE FITTING LASTM ROCKS. LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) _ ... 03034 SQR25 PPE (SEWER WYE AND i/8- BEND) INCHESIN THE LARGEST DIMENSION), COMPACTED TO A STD. PVC COUPLING W/GASKETS Qi.OX MIN. SEWER LINE 3'-0" MIN. SIDEWALK MAY BE (PPE IS NOT TO BE PLACED AQ SELECT MATERIAL R -O -W OR EDGE OF EASEMENT OPEN CUT OR BORED HORIZONTALLY) AS DIRECTED BY �- © ANT STABILIZED ENGINEER PROFILE CASING --/""THE AS AS EOUIRED CARRIER PPE SEWER SERVICE LINE CROSSING NOTE: S3 1. FOR MORE INFORMATiDN ON WATER' AND SEWER LINE CROSSING -OO SEE CITY STANDARD SPECIFICATION FOR WATER AND f CONSOLIDATE AT OPTIMUM SEWER LINE CONSTRUCTION. PAVEMENT AREAS.MOISTURE) 661 LOW 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. MOISTURE) 3.5 MAX. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN NOTES., APPROVED BY THE CI7Y ENGINEER. APPROVED (SEE NOTE L) t. AUDIOS)( As SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE TYPICAL URBAN CITY BACK if MATERIAL AND WHICH, WHEN TESTED BY STANDARD SEWER LME CROSSES OPEN FIELDS CONSTRUCTED STREET CROSSING I`- - }I O.D. TEXT LABORATORY METHODS,MEET THE FOLLOWING REQUIREMENTS: PL WARNING 2' Ro 20 GA. TEELT BAKED 53-02 6" MIN./12" MAX. MAXIMUM( LIQUID LIMIT 45 TAPE A A MMWA� OF 4- 6' MIN./12" MAX. FINISH. FURNISH ONE MAXIMUM PLASTICITY INDEX 15 ABO PI BE tQ"ENAMEL UNDERGROUND SEWER ONE SIGN AND ONE POST MACHINE BORING 2.0 :CONTACT THE CITY FOR EACH MANHOLE INSTALLED (TUNNELING) f EESING AND WHEN WET, BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER NOT ADHERE TO FORM A. BALL WHEN PRESSED- IN THE HAND. SEE NOTE 4 LOCATIONS AS SHOWN ON PLANS. SHOULDER SHOULDER © CEMENT STABILIZED SAND YELLOW YELLOOU FITTING (SEWER TEE) FURNISH SAME NUMBER OF VARIES VARIES NOTES: 14^ A L PAVED REPLACEMENT SIGNS AS FOR EACH SEE DETAILS FOR OPEN CUT STREETS. !(L CrtekQ E NUMBEREONNOMITTING MANHOLE SIGN)MANHOLE INSTALLMANHO 2. ALL BEDDING & INSTALLATION OF PVC WIDTH OF PAVEMENT 5'•0" ACCORDANCE TO ANSi/AWWA STANDARDS r s SANI 1 ARY SEWER FOR PVC Pii. MIN. BEDDING AND TRENCH 3• ALL BEDDING &INSTALLATION OF DUCTILE i , N PIPE SMALL VARIE E N ACCORDANCE TO ANSI/AWWA C150/A21.50. NO. (NOT A SEPARATE PAY ITEM)' CAL TAMING. FOR DI PIPE &PVC PIPE 5 EACH WORKING DAY. BE BACK FILLED TEMPORARYPA G OR PLANKING PLACED AT THE END OF 7" 6. SEE "OPEN CUT DETAILS" ST4-00, S74-01 ST4-02. 52-001. ( 6" NON - •' SANDY o MATERIA. 52-02 2" BLACK PRESSURE SENSITIVE NUMBERS , ,..,. 3 BARS Q 18" t TO ADDED AFTER 3'-0" BELOW DITCH FLOW LINE. O.C.E.W. 1 WHITED„_„) BAS CE BEEN 6.. BACKGROUND. PAINTED. 6,. CARRIER PIPE NOTE= STEEL CASING ® t. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING e SEE Y STANDARDSPECIFICATION FOR WATER AND SEWER PROP. SANITARY SEWER WARNING AND 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. SEWER LINE W/ 3. DRY BORING 1S REQUIRED. CASING MANII(JL 4 IDENTIFICATION SIGN TYPICAL CONCRETE TYPICAL RURAL STREET CROSSING CAPPING DETAIL S3-04 53-05 S3-03 4" PVC EXTENSION W. GENERAL � T'E�: 12 26- NOTE: ,W/PVC CAP 3Q'• t6 42- 24 WRAP WITH ONE V x 18" GALVANIZED STEEL (SEE NOTE 3) 2'0� METER BOX OR STANDARD TO PREVENT SONOINGVERTICAL REINFORCING STEEL W a a I. WHERE DOUBLE WYE SERVICE } CLEAN-OUT BOOT ALL AREAS WIRE E SING VEGETATIO AND GRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'-7" PVC WYE WITH a BY CONSTRUCTION BE ADEQlJATELY BLOCK S00[1E0 OR HYDROMULCHED FLOW- PROPOSED BACK. OF PVC CAP '� W - „,,,, AND WATERED UNTIE NTH' IS O§TABL (•IED: IN DEVELOPED AREAS WHERE CURB, MN, SLAB ELEV. MUST (SEE NOTE 3) O BE SET TO ALLOW SANITARY GRASS IS PRESENT, SOO WALL BE REQUIRED. BARED AREAS SHALL BE 1 SEWER SERVICE. ., INTO HOLE SEEDED OR SODDED in N 14 CALEND DAYS OF LAST DISTURBANCE. THE 2. MARK EACH SERVICE END WITH (METAL "T" POST PANTED GREEN. I3e APPROVED EROSION CO ENTIRE TIME THAT EAR TROL MEASURES�MUST HAS BEEN BARED BE INSTALLED DURING BY CONSTRUCTION AND SHALL Ip STAY W PLACE UNTIIIIIIJJJJJJ CEPTABL VEGETATIVE GROWTH IS ESTABLISHED 3. ALL MATERIAL SHALL 8E ASTM 26 D3034 508 H CASKETS 'a 6 AFTER CONSTRUCTION COMPLETE E ANC THEN REMOVED BY CONTRACTOR. 4. A CLEAN OUT IS REQUIRED- 6- CLEAN OUT STACK ALL EROSION CONTROLASURES 5HOULD BE CLEANED OF SILT AFTER AND WILL BE INSTALLED BY DIP PVC EVERY- RAIN: THE PLUMBER AT THE ROW FOR EARTH. SEE BEDDING FOR EACH SERVICE. AND TRENCH DETAIL ESTABLISHMENT OF V TATION A WARRANTY ITEM. SEE NOTE 4 IY PIAN \\ STRUCTURAL BACKFLL) A I CLUO S R -O -W OR EDGE OF EASEMENT 2- CUSHIONREOtIREO FOR ROCK, CONCRETE ALL PAVED AREAS (SI40Dt ORIVEWAYS.MID PARKNPa EXTEND 5' BEYOND- T KS,:STR ASIAN LINE. RETS.�LEYS. SHAtIt STRU4`TURAL EO J �tOPTi0P1 J CEMENT STABLIZEO SAND AS SHOWN. BACKFILL SHALL E CE NO. 2 N S2-02) OR EX T STAN. ATED COM F� 2ACTEO BIC f 5' VARIES NOi LESS THAN Y' TO 98X MAXIMUM DRY WITHIN -OP.TUAUTA .TO -4' (OPTION N0. t N S2-02 1Tr AS T OF _OPTItiL1A1ti4�" PER l4STM 0698 a J � \ \ / 3.5' MAX. \ (SEE NOTE t.) PVC (SEE NOTE 3) - - �.� i PAVEMENT AREAS (MN. iZ SLOPE) t STO.45° BEND -14:11J 1 7 177B/C STACK 45°BEND i J t •SIIEWALtf ' VARIES N HEIGHT STANDARD CLEAN STD.45* SEND SEE NOTE 4 OLTT FOR MAIN LINE STRU CT{' RAL B CKFILL AREA 52-01 52-03 TEE WYE SERVICE L .FITTING (SEWERI WYE AND t/8' BEND) DEEP CONNEC7�ONPROFII,F, AO SELECT NATIVE MATERIAL ORIGINAL G MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OFFUTURE STRE N T AREA ROCKS. LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) -1- ,,INCHES INCHESIN THE LARGEST DIMENSION), COMPACTED TO A 2 MINIMUM OF 901. OF MAXIMUM DENSITY AS DETERMINED BY AQ SELECT MATERIAL R -O -W OR EDGE OF EASEMENT ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL �- ® SELECT MATERIA �- © ANT STABILIZED AREAS Ge...YARDS. PASTURES. EASEMENTS) AND TO A 12" MN. VARIES NINO" OF 98Z OF -MAXIMUM .DENSIT.Y .AS DETERMINED t� WANUALLY CONSOLIDATE BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN nn, 12" MIN. ®(MAN3UALLY OPTIMUM TO -4X OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM f CONSOLIDATE AT OPTIMUM PAVEMENT AREAS.MOISTURE) 661 LOW MOISTURE) 3.5 MAX. GRANULAR MATERIA. O.t! ELLPURE 6• BELOW BELL (SEE NOTE L) MATERIAL SHALL BE BANK RLO RIVER SAND WHiCH IS FREE j� UNDISTURBED SOI. OF DETRIMENTAL OUAWTITES OF CLAY, DEBRIS, OR ORGANIC E {4- O.D. I PIPE )_ UNDISTURBED SOIL if MATERIAL AND WHICH, WHEN TESTED BY STANDARD I`- - }I O.D. PVC (SEE NOTE 3) LABORATORY METHODS,MEET THE FOLLOWING REQUIREMENTS: PL TAL DETECTORI (MN. iX SLOPE) 6" MIN./12" MAX. MAXIMUM( LIQUID LIMIT 45 TAPE A A MMWA� OF 4- 6' MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABO PI BE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 2.0 MINIMUM PERCENT NSHALLE 4FLOWNG. OPTIONNC. I OPHONNC. 2 f EESING AND WHEN WET, NOT ADHERE TO FORM A. BALL WHEN PRESSED- IN THE HAND. SEE NOTE 4 TEE„WYE SERVICE © CEMENT STABILIZED SAND FITTING (SEWER TEE) STPMARD CONI TF•CTIONPROl+"7LF NOTES: 1. FOR BEDDING AND TRENCNWG WITN/N A L PAVED 4REAi. SEE DETAILS FOR OPEN CUT STREETS. I % 2. ALL BEDDING & INSTALLATION OF PVC ALL BE ACCORDANCE TO ANSi/AWWA STANDARDS r s SANI 1 ARY SEWER FOR PVC Pii. BEDDING AND TRENCH 3• ALL BEDDING &INSTALLATION OF DUCTILE i , N PIPE SMALL E N ACCORDANCE TO ANSI/AWWA C150/A21.50. SERVICE CONNECTION 4.COMPACTION SHALL BE ATTAINED BY ME CAL TAMING. FOR DI PIPE &PVC PIPE 5 EACH WORKING DAY. BE BACK FILLED TEMPORARYPA G OR PLANKING PLACED AT THE END OF 6. SEE "OPEN CUT DETAILS" ST4-00, S74-01 ST4-02. 52-001. ( 52-02 NOTES: ). EACH PIER SHALL BE COMPLETED N A SINGLE CONTINUDUS POUR. 2• CHAMBER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PER TO A MINIMUM DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL E. BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. -ON PIAN #4 BAR HOOPS.. a -'d 12" D.C. o Q v \ G 3 - CLEARANCE iNMUM >EC770NA A PIER VERTICAL STEEL DIAMETER #5 BARS W. 8 24- 12 26- 14 3Q'• t6 42- 24 S4-00 r [25mm A 3-1/a" DIA 2' [5tinm] LETTERING HANDLING E 1845mm] LETTERING STYLE: i" [25mm] DIA BOOKMAN OLD STYLE LING HOLE - 2' timm]jLET r RING 2-3/16" 01 Lit RINGI STN E. i 1818mm1 T [iF 183IDD MAN QLD TYLE 1/4" [6mm3 DIA 40mm] NEOPRENE GASKET 4-1/2" 2) PICKS Q o t .) PICKSARSi /16" L114mm] ® s; [51MMI 5WMJ [ [ y� 6J tap OtA j �[8/m16m] 752mm] I CITY BRY IS 2 4it035mmttltA IR4Af SEC7I0,N' 2" C51mml LETTERING P r `' 2" L5 LETTER[ LETTERING STYLE: PIAL' IZETTj LETT STYLE: BOOKMAN OLD STYLE BOOK 0 OLO:ST MACHINED SURFACE � L_ •t / [� 813 7 iC16 ] " mm N► C38 mm2 ] E62/ern] 7/8" v-u3z-syy 7/B [22mm] E73 mml R 1-3/4" 1" OIA RO° X a- LG LR44rren7 H.R.S. CoT SEC N PICKBAR.DETAIL u u �I BOTTOM VIEW STAIN I I DARD + A NIHOLE OF COVER RI A I COVER D LE -0 T V-1,1,39-3 S4-01 38" WA 0-3/4"13/16" 3 3/16" E965mm �g� pip t7$immj(]IA [20mm1 '� - [20mm? �" 2-1/4 Dt �jEaOPtt )t,ASKET 25 " 0 OF GROOVE KBmm] f5Y9;3 I t/2" ] 7}8 [7 2mm � mml [102mm] i_... _.. [ 3mm7!8"- E731 1 BOLTTIOLESECTION t227M/4" t rImt olk 5t IIA [R44mm] t/2" (140 ] -32[8'116 -� (•112" C [38mm] MACHINE GROOVE L TEEL RO j 33 [�{2 m[�U► GASKET GROOVE FOR �DETAIL 3Q" DIA g 1-1/2- PICI�Bf I)E ILL v4" [6mm] DIA. DETAIL -t762mmEt6rnml [38mm] RIA SEC?ION PNEOPEN]E GASKET 2-718" • � MAC iNEO SURF, %CE 2" 151mm] LETTERING 173mm3 LETTERINGSTYLE: COVER SECTION Bookmon Old Style 2 E56nm] LIF TTERI G R CESSED FLUSHEI (4) 5/8"-11 NC X 2" LG (4) ) 8" 1 NC X( 2" LG & NARRROW ZINC SCREWS & LE E 4 �OW, AP ZINC PLOT. R. o 0 RUBBER WASHERS 0 RUR WkSHERS {51mm] [5�f'L ] 4" 4- E102mm V-2432-3 ® [102mm] CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE (1) /8" 22mm)- DU HANDLING HOLE o u u o PiCKS [51aml LETTERING 2" C51mm] LETTERING (21 PLACES C CESSED FLUSH Sookmw Old Style PLAN VIEW B07 OM VIETV WATER TIGHT MANHOLE RI NG AND COVER S4-02 t!i z O w 4" WIDE X 3/8" THiCK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REOD. PER PIER) DUCTILE IRON PPE WRAP WITH ONE V x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT SONOINGVERTICAL REINFORCING STEEL W a a (L W V aWiz VERTICAL STEEL AS PER TABLE a ,�I #4 BAR HOOPS. 12" D.C. T I>.r m� io y c� 1.-0 POUR CONC. AGAINST 1. to m UNOISTURRED EARTH INTO HOLE TYPICAL CONCRETE. DRILLED PIER FOR AERIAL SEWER S4-00 r [25mm A 3-1/a" DIA 2' [5tinm] LETTERING HANDLING E 1845mm] LETTERING STYLE: i" [25mm] DIA BOOKMAN OLD STYLE LING HOLE - 2' timm]jLET r RING 2-3/16" 01 Lit RINGI STN E. i 1818mm1 T [iF 183IDD MAN QLD TYLE 1/4" [6mm3 DIA 40mm] NEOPRENE GASKET 4-1/2" 2) PICKS Q o t .) PICKSARSi /16" L114mm] ® s; [51MMI 5WMJ [ [ y� 6J tap OtA j �[8/m16m] 752mm] I CITY BRY IS 2 4it035mmttltA IR4Af SEC7I0,N' 2" C51mml LETTERING P r `' 2" L5 LETTER[ LETTERING STYLE: PIAL' IZETTj LETT STYLE: BOOKMAN OLD STYLE BOOK 0 OLO:ST MACHINED SURFACE � L_ •t / [� 813 7 iC16 ] " mm N► C38 mm2 ] E62/ern] 7/8" v-u3z-syy 7/B [22mm] E73 mml R 1-3/4" 1" OIA RO° X a- LG LR44rren7 H.R.S. CoT SEC N PICKBAR.DETAIL u u �I BOTTOM VIEW STAIN I I DARD + A NIHOLE OF COVER RI A I COVER D LE -0 T V-1,1,39-3 S4-01 38" WA 0-3/4"13/16" 3 3/16" E965mm �g� pip t7$immj(]IA [20mm1 '� - [20mm? �" 2-1/4 Dt �jEaOPtt )t,ASKET 25 " 0 OF GROOVE KBmm] f5Y9;3 I t/2" ] 7}8 [7 2mm � mml [102mm] i_... _.. [ 3mm7!8"- E731 1 BOLTTIOLESECTION t227M/4" t rImt olk 5t IIA [R44mm] t/2" (140 ] -32[8'116 -� (•112" C [38mm] MACHINE GROOVE L TEEL RO j 33 [�{2 m[�U► GASKET GROOVE FOR �DETAIL 3Q" DIA g 1-1/2- PICI�Bf I)E ILL v4" [6mm] DIA. DETAIL -t762mmEt6rnml [38mm] RIA SEC?ION PNEOPEN]E GASKET 2-718" • � MAC iNEO SURF, %CE 2" 151mm] LETTERING 173mm3 LETTERINGSTYLE: COVER SECTION Bookmon Old Style 2 E56nm] LIF TTERI G R CESSED FLUSHEI (4) 5/8"-11 NC X 2" LG (4) ) 8" 1 NC X( 2" LG & NARRROW ZINC SCREWS & LE E 4 �OW, AP ZINC PLOT. R. o 0 RUBBER WASHERS 0 RUR WkSHERS {51mm] [5�f'L ] 4" 4- E102mm V-2432-3 ® [102mm] CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE (1) /8" 22mm)- DU HANDLING HOLE o u u o PiCKS [51aml LETTERING 2" C51mm] LETTERING (21 PLACES C CESSED FLUSH Sookmw Old Style PLAN VIEW B07 OM VIETV WATER TIGHT MANHOLE RI NG AND COVER S4-02 t!i z O w CITY OF BRYAN The Gond Life, "!'exas Stile.' DRAWN BY: C.L.M. DATE= 1-01-09 SCALE: N T S APPROVED: W. P. K. FIGUFRE SHEET 1 OF 1 T T I>.r CITY OF BRYAN The Gond Life, "!'exas Stile.' DRAWN BY: C.L.M. DATE= 1-01-09 SCALE: N T S APPROVED: W. P. K. FIGUFRE SHEET 1 OF 1 0 �L C a) > y-00 O U W +SU) C++ L 0 F- a y- o � L O �- 4- < U) o (D Q) Q L U � Un +-LaD L F L n a CE© L Un (D U) 0) a) a +- C — •- F_ D 0 U U) C 0 N W X L a . U X L Q a) Uv L F_ > L = W O O U Ull Un C +- a >, 0 m -0 Un L 0oo C n L L W 0 D -+- o a E a> > L C o Un a 4- L L -0oaD L 4- C 70 -}- I— O CO aoo -t- X t - (n F_ U) >> L -- - o + (D C � o 111 O E Un F--1 a) Un U1 a Un •- -- J � L �a)C H C— oE-� o z�i; _�� oUoU ROAD WORK AHEAD C/XW20v-1 D 811 4811 (FLAGS - SEE NOTE 1) ■ Channelizing ■ Devices (SEE NOTE 2). Channelizing Devices (SEE NOTE 2) N 3 O V i ROAD WORK AHEAD CW20-1D 4811 X 4811 (FLAGS - SEE NOTE 1) X rZ Channelization devices may be omitted if the work area is a minimum of 30' from the nearest travel -ed way. n X M ROAD WORK AHEAD CW20-1D 4811 X 4811 (FLAGS - SEE NOTE 1) END ROAD WORK G20 -2a 48" X 24" (SEE NOTE 2) Channelizing Devices (SEE NOTE 2) Di O V) Channelizing Devices (SEE NOTE 2) END ROAD WORK G20 -2a 4811 X 2411 (SEE NOTE 2) _n_ A i y O O L �9: <r I L ROAD WORK O AHEAD -r- V CW20-1D 4811 X 48" I (FLAGS - SEE NOTE 1) ■ T ■ I ■ Channelizing I Devices (SEE NOTE 2) I Type III barricade, channe I i z -i ng dev i ces, or shadow vehicle with orange o c flags or warning lights. When shadow vehicle is required, At shall be equipped X with Truck Mounted Attenuator. "' END ROAD WORK G20 -2a 4811 X 2411 (SEE NOTE 2) X ro a CW20-1 D ROADWORK 4811 X 4811 (FLAGS SEE NOTE T) AHEAD N_N Q p ` N CD 0 TCP C 1 -1 a� TCP i 1 1 b) N i Ln� iii M _IN` � r__ N CO N In 11" N M L� Work Area on Shou I der N M Work Area Near Shou l der lrvi Channelizing Devices (SEE NOTE 2) L END ROAD WORK -o o G20 -2a V) 48" X 2411 I (SEE NOTE 2) ■ Work vehicles or other equipment necessary for the work operation,. such as trucks, moveable cranes, etc., shall remain in I areas separated from lanes of traffic by channeliza- ' tion devices atall times. 1 i I 100' ' Min. I a ' c O Ln Inactive work vehicle I= Type III Barricade � =°' Devices Flag V � Heav 3®';p :: rk Vehicle Truck Mounted Attenuzato r ., iler Mounted Arrow J A P irt FI shin' A. Panel Str t X M ROAD WORK AHEAD CW20-1D 4811 X 4811 (FLAGS - SEE NOTE 1) END ROAD WORK G20 -2a 48" X 24" (SEE NOTE 2) Channelizing Devices (SEE NOTE 2) Di O V) Channelizing Devices (SEE NOTE 2) END ROAD WORK G20 -2a 4811 X 2411 (SEE NOTE 2) _n_ A i y O O L �9: <r I L ROAD WORK O AHEAD -r- V CW20-1D 4811 X 48" I (FLAGS - SEE NOTE 1) ■ T ■ I ■ Channelizing I Devices (SEE NOTE 2) I Type III barricade, channe I i z -i ng dev i ces, or shadow vehicle with orange o c flags or warning lights. When shadow vehicle is required, At shall be equipped X with Truck Mounted Attenuator. "' END ROAD WORK G20 -2a 4811 X 2411 (SEE NOTE 2) X ro a CW20-1 D ROADWORK 4811 X 4811 (FLAGS SEE NOTE T) AHEAD N_N Q p ` N CD 0 TCP C 1 -1 a� TCP i 1 1 b) N i Ln� iii M _IN` � r__ N CO N In 11" N M L� Work Area on Shou I der N M Work Area Near Shou l der lrvi Channelizing Devices (SEE NOTE 2) L END ROAD WORK -o o G20 -2a V) 48" X 2411 I (SEE NOTE 2) ■ Work vehicles or other equipment necessary for the work operation,. such as trucks, moveable cranes, etc., shall remain in I areas separated from lanes of traffic by channeliza- ' tion devices atall times. 1 i I 100' ' Min. I a ' c O Ln Inactive work vehicle I= TCP (1-1c) ROAD WORK AHEADCW20-1D >48"X 48" (FLAGS - SEE NOTE 1) Work Vehicles on Shoulder LEGEND s� Type III Barricade ® M Channelizing Devices Flag -� � Heav Work rk Vehicle Truck Mounted Attenuzato r ., iler Mounted Arrow J Changeable P irt FI shin' 125 East, Panel Str t Message Sign X87 1-2483 10 f igger -3 =2= Sign Post Fax (51 � 416- 1 1E -mail T9 -STA I0 Damm I gr. -dot. state. tx. us { Minimum Desirable Suggested Maximum Minimum O Taper Lengths * * M; • of Device � 1 10' 1 1` 12' on a I0n a M• 0+• Speed* `l ' mffset Offset • 'W' � Taperl Tangent Distance .— IL, -ie •^i 165' 180" 30 ` � I 1201 60 2 35 205' TCP (1-1c) ROAD WORK AHEADCW20-1D >48"X 48" (FLAGS - SEE NOTE 1) Work Vehicles on Shoulder LEGEND s� Type III Barricade ® M Channelizing Devices Flag -� � Heav Work rk Vehicle Truck Mounted Attenuzato r Tr iler Mounted Arrow Portable Changeable P irt FI shin' 125 East, Panel Str t Message Sign X87 1-2483 10 f igger -3 =2= Sign Post Fax (51 � 416- 1 1E -mail T9 -STA I0 Damm I gr. -dot. state. tx. us Minimum Desirable Suggested Maximum Minimum Taper Lengths * * Spacing of Device Sign Spacing Posted 10' 1 1` 12' on a I0n a X Speed* :)rmul ?, mffset Offset Offset Taperl Tangent Distance 30 150" 165' 180" 30 ` 60/-75/ 1201 60 2 35 205' 225' 245' 35' 70' -90' 160/ 40 265` 295' 320' 40' 80.1-100, 240' 45 450' 495' 5401, 45' 9011-1101, 32.0' 50 500' 550' 600' 50 100"-125" 400' 55 550-/ 6.0:5 / 60.01 551 1 10" -140' 50.0 / _WS 60 X500' 660' 720": 60' 1 20' -1.50' . * 600' 65 1650' 715/ 780' 65' 130'-165" * 700' 70 700' 770' 840' 70' 140"-175' *800' Conven nal Roa s Onfy 'C'*Taper 1EIgtIlShave been rounded off. L=Len h of Tap'r (fT.) W=Width of Offset (FT.) S=Posted Speed (MPH) GENERAL N ES: 1. Unless thermic) stated in the plans, flags attached to signs are REQUIRE . of devices illustrated are REQUIRED, except those 2. A l l tr f t c nt denote wtt,h thelltriangle symbol may be omitted when stated elsewher in the I ans-. 3. On high sppet facilities advance warning signs should be installed' approx'rotel 3X from the work area or from the beginning of a lane at- shoulder taper. On low speed facilities the advance warning signs slould be placed based on the "X14 minimum distance. 4. Inactote work ve icles or other equipment should be -parked near the right --way line and not parked on the paved shoulder. Ort l y l a -qua l i TYPICAL USAGE. MOBILE d 11 itr S DURATION ORT SHORT TERM STATIONARY INTERMEDIATE TERM STATIONARY LONG TERM STATIONARY Traffic C rats Division - TE Texas De P irt t- f Tronspor tat Ion GENERAL N ES: 1. Unless thermic) stated in the plans, flags attached to signs are REQUIRE . of devices illustrated are REQUIRED, except those 2. A l l tr f t c nt denote wtt,h thelltriangle symbol may be omitted when stated elsewher in the I ans-. 3. On high sppet facilities advance warning signs should be installed' approx'rotel 3X from the work area or from the beginning of a lane at- shoulder taper. On low speed facilities the advance warning signs slould be placed based on the "X14 minimum distance. 4. Inactote work ve icles or other equipment should be -parked near the right --way line and not parked on the paved shoulder. Ort l y l a -qua l i f i ed products Sha 1 1 be used. A list of Comp I i ant products d 11 itr sources may t obtained by writs -ng or foxing: Standard Eng i ee Traffic C rats Division - TE Texas De P irt t- f Tronspor tat Ion 125 East, Ith Str t Rusting T xos X87 1-2483 Phone (t ) 41 -3 35 Fax (51 � 416- 1 1E -mail T9 -STA I0 Damm I gr. -dot. state. tx. us The requirement for shadow vehicles will be listed in the project GENERAL NOTES, Item.50, Barricades, Signs and Traffic Handling. STANDARD PLANS TEXAS DEPARTMENT OF TRANSPORTATION Traffic Operations Division I:TRAFFIC CONTROL PLAN TCP (1 - 1) -9 T DOT December T985 DN: - LR CK: -MT Dw: - DN CK: -MT NEG NO. : REVISIO S STATE FEDERAL FEDERAL AID PROJECT SHEET DISTRICT REGION 2-9 6 j 8-95 1 ` 9 COUNTY CONTROL SECTION JOB HIGHWAY 4-9 1.5 � EXTERIOR FINISH LEGEND NF5 (WALL) MeM (AWNING5) p-1 COLOR: I'M WINS SW6307 _- MANP,: G&r 13UILnING 5Y5fW5 M_I 5el eC 10N: CHARCOAL p-2 eIP5 (WALL) CONrACr: CHAIQLI�-O'KAIZA pNONS: < 113 -�3-5323 COLOR: MAXTn KHAKI 5W6149 A f& C FA5CIA & IZOOpING) NF5 (WALL) p_3 601.012: GNAT1200M 5W6111 gyp,; G&r 01,111,121WSY51�M5 5pLXC11ON: CHARCOAL COWACr: CNARLI� O'NAl2A p_4 NF5 (WALL.) I"HONe: (113) 213-5323 COLOR: 1120N OW-,-,5W70659 MZCT ZICAL (WALL MVP 5CONa) �-1 MANF,: NU1313AWTON FORA MOLL:305894 %LeG110N: 6ALVANIM2 Mr:CTRICAL (JUNC11ON PDX F012 516N) 5rONF, (ML) AL C t3K'AGKZr5) MANS,: PORAI, PRIGK5 MAIF,: G&r 13UIWING 5Y51eM5 %L�G110N: 1l�JA5 TAN M-9` 5-I COWAGr: CLAW HAMMACK GONrACr: GNARL le O' I-IAR'A MOM: (919) 690-5330 M-M: (113) 213-5323 SYMBOL & LINE LEGEND 0 POWER POLE { I 0 LIGHT POLE I I LOT 1R, BLOCK TWO 3 GUY WIRE ANCHOR` F.S. KAPCHINSKI LINE RISER (CALLED 2.616 ACRES) ® GAS PIPELINE Mwv WATER VALVE ZONED: C-1 NOW OR FORMERLY MCCRORY, DON B (VOLUME 3783, PAGE 262) �V 1 II I APPROXIMATE LOCATION OF 48"0 R.C.P. STORM SEWER I 1 I I I LANDSCAPING. NOTES: '- 7 hi Jr / 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY F ME CON LILTING ENGINEERS (RME). RIME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PIL N WAS PRE'ARED FOR THE SOLE PURPOSE TO MEET _ / THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELO ENT Of DINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED l THE G oCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. { 7607 EASTMARK DR., STE. 25OF <7 APPROXIMATE LOCATION OF PI1AN O 20 30 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 ® WATER METER 15 x15 CONCRETE 2" ATMOS GAS LINE 4 APPROXIMATE LOCATION OF I I / NO ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLA AND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842 QDCV DOUBLE CHECK VALVE I I 48"0 R.C.P- STORM SEWER SCALE: 1" = 20' ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTM P S OR C,IUAI\TITY ADJUSTMENTS MUST BE AUTHORIZED EMAIL: civil@>mengineer.com DUMPSTER PAD W/$ HIGH APPROXIMATE LOCATION OF PLANTER BED OFFICE - (979) 764-0704 QJ EV ELECTRIC VALVE PRIOR TO PLANTING. ®BV BALL VALVE SOLID WOOD SCREENING UNDERGROUDN ELECTRIC I APPROXIMATE LOCATION OF 5 -TEXAS SAGE "GREENCLOUD" FENCE & GATES - SEE LINE 8" PUBLIC SANITARY 5 GALLON @ 4' O.C. I 11 ( ) FAX - (979) 764-0704 ® ELECTRICAL TRANSFORMER -- ___ ( ) w 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVI IG, DEC RATIVE ROCK NOT LOOSE OR A PERENNIAL TEXAS FIRM REGISTRATION No. F CIVIL SITE NOTE 7 `~ SEWER LINE - =1 GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS ND DR (NAGE AREAS, THE PARKING LOT SET BACK, E9cM GAS METER � --� 7 -COMPACT NANDINA 4 Gm MANHOLE VARIABLE ( ) r -APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DU 'I� CONS I UC 110N. PROPOSED TRANSFORMER- - PTH P_UE_ 10' P.U.E. - 3 GALLON @ 3' O.C. I I 24'0 R.C.P. STORM SEWER I OC.O. g "- _____ 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DIST�R ED !DURING CONSTRUCTION WILL BE RETURNED TO ITS KERR SURVEYING, LLC CLEANOUT (1834 6 -_ AS _ - (279/431) } 1 / II 505 CHURCH STREET = M.H. EXISTING CONDITIONS OR BETTER. COLLEGE STATION, TX 77841 PAD -SEE SHEET C1.4 ____ W �� FIRE HYDRANT ` ----- AS- -~- --- -� M.H. I k 41 GAS ----. $»SS I ss„8 01P TELEPHONE PEDESTAL - _ _ - GAS _ I 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM E PRO OSED PARKING ISLANDS PRIOR TO PLACEMENT _ - --` GAS OF TOPSOIL AND PLAN -TING, INCLUDING CONCRETE, A L LIMESTONE BASE MATERIAL, OR COMPACTED AI AREA INLET _ _ _ _ _ _ ` - - _ I I STABILIZED I EARTH. G, TE, S'PI IALT, LI E T JOFF:(979) 268 3195 O'B JUNCTION BOX - -"� - -UE- -uE - - -UE -UE- - _ UE - - -UE- - -UE_ - _ _ - - `-- - - - GAS _ �= GAS If O J.B. - t- - O J.B. ____ AX: (979) 691-8904 -' u » ^-----------� ----- -� - -'- r CURB INLET + + + rte.+ � �'I`"e V-47 - �UE_-C,l s _ _ � _uE_ _ _ 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER AFTER SE - ING, THAN ADJACENT SOIL. +++ ++++#+ + +#+ +++++ ++++++++++ PB FIXED PIPE BOLLARD +++ +++++ ++++++++++++++++ ! II rl �lll�!!I I `uE-'-uE-__-uE I +++++++ + + +++++ ++++++ - _, f -' u -uE- - - -u 5 /8" I.R.F. i - - - BUILDING SETBACK LINE _ __ +++++++ � + +*`�'+-€* _ = _ _ !--�I ! ! ,' ,- 1'_^ " -_"-IIIII�I��� III J -� i i t - - 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE VING R ADDING TOP SOIL, AS NEEDED, FOR THE -t4. -ilrr` i�`i) I SIT" ^`t `*-* + * * ___._. '+ , •�.��. I,.-_ �,I,- I'll-- ,'° _I--'�il�i I li I (I • INCLUSION OF THE SOIL AMENDMENT AS NEED THE P ND COVER BEDS ------- PROPERTY LINE + # # + + + # + nim a ,,, , -, S, ED, IN E E ARE GROUND -;:. � t !t ,�.•,rr�-..� �-r.-., ... (��=-'_:" .L.i`� I �ilil._ .I uii' � I I:. .+++++++++ --- =, i -,:ul is � ! _ !' Illi (IES i - ! t �. it i-;l�l�,.. III , ,ii i II I I 1� 11 ++++++++++++ + + + 1 II _ :' �u :.--"-����:,: -- ' � II=I I� I !SII 1� tll'�i,,,:�=�tT`11 = -•;'mil II t';�1--� :! (I ,�+�-! : t t �Il.i' Iia � � I -.,- _ 1 DOMESTIC METER -------- EASEMENT LINE ` ++++++*+*+ - _ . ! I' - " ;� .I� I!! i 1!I i = Qi I ISI! :�ilil' I 1 JIM it - : _. , , , ; _i ; - II'I !! II - +#+++++++++*++++ 1, ` _ ,,Ilit,l ( I I!I'll}IIT I - (( ! I ��N ii I 1(^Tli I I I » N 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AI GUY ]RES' OVERLAPPED. I // !'I fl► i}I'iVl mit! !.- h- (' I 'amu iil� = k-�,",,, �,. moi!! I I� I i I'1„r ! ,, r} mill II I I 1 IRRIGATION METER 0 P.U.E.. PUBLIC UTILITY EASEMENT *++++++++++*+*+*+*+ i it I' I{' -i {i a i II - -- 11 �- w DOUBLE CHECK VALVE B.L. BUILDING SETBACK LINE +++++++++++++++**+++++*+* // Y VIII- 'I - ,1 I� Inl i I ! 111 I 1 i! _ . Ill 11i - �!.... / 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ANIC M TIER, 2" PINE BARK MULCH, AND 13-13-13 + ! - I I I j� I I, I_f _ WL w _ _ FERTILIZER AT THE RATE OF 5 LBS. 100 SOFT. OF BED ARE . GII11�= SOLID SOD AREAS +++++++++++++ I Q f Il.- !!moi (TIF 419 BERMUDA) 2 + +*+++*+*+ + "+`+++ �/ III �( ij _ +++++++++ I ` ++.,++' �++ I %� m 10 P.U.E. III(I I'": II'I �; I- 1 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLO I SODDED, S ALL BE SEEDED WITH EITHER BERMUDA (2 COMMON BERMUDA (�. + + ++#'+�+ + + + + + // (384/346) W. 1 I LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 R BERMU A/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 + ' # # ++++++ ++ til_ - !III`t W. 4-BAL) CYPRESS ***** SEEDED AREAS � �� 4+�+{+{+ I I SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. (30 GALLON) @ �tJ 12"0 � I .2 i�r'' -I{ � t� I 25' SPACING 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR IN T 3 PROPOSED // ( I I STORM SEWER - I / I Q � BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONIN ORDINAI�NC / I I I MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF NAL CE TF SEE SHEET C1.2 // - PLANTER BED 6 -TEXAS SAGE "GREENCLOUD" SYSTEK COMPUTING O I) - Iil�r ' I { 1 OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INS L \ >C7 ++++*++ // I (5 GALLON) @ 4' O.C. 1 - STORY (MAX. HEIGHT=31'1") i i I I^, q 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM O ACCEPTED / 11 -COMPACT NANDINA i" _ e" I I I I ASSOCIATION OF NURSERYMAN. GROSS AREA = 7,084 SQFT. o� +++++++ // (3 GALLON) @ 3' O.C. iii' -_•"!I .`'�' 1 I � I N +++.%+ = I _ I I 10 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND -M'- HED IM 9E ++++++ // }� II , ! I W m q 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL ND TIP I NEVER CUT EVERGREEN LEADERS. \ ® +*++++ / ( 1 i 4 I si 1 6' ALK CQ V m \ 5/8" I.R.F. + + + 6I WA IK I I I � _fy 1 +++++ { U 1 1 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE S ME REL *+*+ / I �! tl 1E T( - I .� �, \, ( PREVIOUS GRADE AND GROWING CONDITIONS. 5/8" LR.F.-\ / i - I 0 3 ++++ // \ l tlT,r - I ` . 1 f I APPROXIMATE LOCATION OF 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL B SCARI EC S 24"33'25" E - 87.72 +++ // "I 1j t < _ ¢ 18 PUBLIC WATER LINE r - - - - Ik 3 7 THE LANDSCAPE CONTRACTOR SHALL VERIFY EYISTI N l w, +++++#+++++# + +++++++ ++ ++++ _ + ++++ + + +T+ ` * ++ *++ + +r + ' + + ' { # D I tO 4 AND SHALL BE RESPONSIBLE FOR DAMAGES DUE TO +# o t+ ++++++ ++++:+++##+++.+++ + +++ PLANTER BE � � 1 LA N' DERGi ++* + + # ##*+++*+#+++*+#++#*+*+*+*+*#*+#+*+*+#+ + ++# ANY DSCAPE d +# # +++++#+++.+++++### 5 -TEXAS SAGE AND I 0 v j + +'+++++++,+++++++++++++++++++'++++-++++ ## + + # + + + + + + + + + # + +*+ (� \ *##+*#+ +*++++++++++++++++++++++++++++ + 0 5 GALLON @ 4' O.C. I I �- Q I 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTR COR AN U +*+*+* * '+*+++#* + ++*+*+*++ *++++++* + I Q ( ) { 1 ( AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE () PARTS C ++++++#+++++++ ++ + +++ #++++++ + +++++++ o � 24' PRIVATE CROSS 13 -COMPACT NANDINA *++++++#*#*+*+* + * ++++*++++#+#*+*+*+* o ACCESS EASEMENT 3 GALLON @ 3' O.C. { _ ( PART MANURE OR BONE MEAL, AND, ONE (1) POUND LIME R CUBIC Y. LO d P LAS + +++++++ + + +++*++ 6 W ( ) /� EA +++*+++7-1 + F,ACII'I+l`Y'*+ + + ti N 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTH CONDI 0� �# +++++++++++++++++++#++++++ ;+++++++++# m I I ?, THE OWNER AND THE CITY OF COLLEGE STATION. +.+* 3 I + + + + + + + _ _--APPROXIMATE LOCATION OF Z ++#+++++++++#+++++++#+ L, r--� � \ +---------_ -- _ _.� : ,, ..-� ., �,__ „�. ,_ ..�, _.. , .,,_n_._ ��._ , _ _ �a ¢ 24 4 RCP STORM SEWER 151715 FT + ++++++++#+#++#++++++ n_ A._ -- .,= _ ;r-�_. -- .- I1 ALIIING TREES AND SHRUBS THAT WILL MEET E I,COMPLIANCE. FAILURE TO INSTALL PLANT MARK DATE DESCRIPTION FICATE OF OCCUPANCY. PRIOR TO ISSUANCE LED. 904'7`0' STANDARDS ESTABLISHED BY THE AMERICAN PliELI i NI�RI( DI TELY FOLLOWING PLANTING. I � F uAft B 1 f3, RETAINING NORMAL PLANT SHAPE;CONST' 1 TIO SHIP TO FINISHED GRADE, AS BORN TO 11/1/10 ',IOR TO BACKFILLING. UTILITIES PRIOR TO PLANT INSTALLATION ATIONS. FOR BACKFILLING ALL PITS FOR PLANTS. GARDEN SOIL, 1/2 PART BED MIX, 1/2 OR ONE (1) YEAR AFTER ACCEPTANCE BY ; }} 20. ALL PLANT MATERIAL SHALL B - I I I ( E MULCHED WITH AI IIMUM A++++++++++++RK MULCH (UNLESS +++++++++++++++ ' OTHERWISE SPECIFIED). PROVIDE MINIMUM 10 DIAMETER M L H RING ROUND TREES TO REMAIN, TYPICAL. +*+*+ *p' , t I - I� ( i � - - � �! s t� ' � t � i. �4 � ' � ; _ �, I I , "I' �I i z • i ,I rF� Ii � ! r PLANTING 15 SPECIFIED ON E PLA (FOR SINGLE STEM TREES). ALL MUTLI-STEM \ + s » _ '� G = PLANTS MUST BE TREE FORM, MAXI QQ (( I 21. MINIMUM TREE SIZE AT MUM 3 TO 5 TRUNKS, D BE THE MI\IIMUM SIZE SPECIFIED ON THE PLAN. 4037 56 W 318.23 - - LE CODES AND ORDINANCES REGARDING ABLISH A HEALTHY STAND OF GRASS ON LANDSCAPE CONTRACTOR SHALLINSTALL _ 30 GALLON @ 25 O.C. _ _ ( I I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIB FOR THE ATERING AND THE MAINTENANCE OF ALL NOW OR FORMERLY _ _ _ _ _ _ _ _ _ _ _ - ( ) S LIPINSKI HOLDINGS, LLC 18 -SAVANNAH HOLLY 1 I I I 4 1 LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (3Q DAYS �FIOLLDWING THE PLANTING OF THE GRASS AND \ (VOLUME 3783, PAGE 262) (25 GALLON) @ 10' O.C. { I ( SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO �l E PUBLIIG FOR BUSINESS. V) °° - -r II1 _ ) I � ! __ ___ _ _._ _. � --: 22;- ALL STRAPPiNG._MUST BE CUT-AWAY-�R-REMO-VED=. f_�DMi-R- T NOTES l/2" LR.F. POINTS m I PLANTS Jr R NAME "' ALK 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGS \ AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FR THE � °° 4 2.1" TO 3.4" BUFFER WALL - CENTER I I I GALLON 25' MIN SPACING 150 IOl 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL \ \ LOT 9, BLOCK TWO OF WALL LOCATED 2.5' 1 I I I G • 4 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WIT ALL AP LI \ F.S. KAPCHINSKI OFF PROPERTY LINE I I I 1 LANDSCAPING. LAGERSTROEMIA CREPE MYRTLE ORNAMENTAL NON -TRC E OPY \ (CALLED 0.298 ACRES) 40 360 INDICA LO0, BLOCK FOUR T 18-2 OT 18-2 TERRACE VARIABLE WIDTH APPROXIMATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTR CTOR DRAINAGE EASEMENT ZONED: R-1 \ (CALLED 2.714 ACRES) / GREENCLOUD W 4" ATMOS GAS LINE ALL SEEDED AREAS. (268/795) NOW OR FORMERLY BUFFER YARD (NOT INCLUDED WATSON, WILLIE V IN LANDSCAPE CALCULATIONS) I I I { 3 q I 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE EQUIRED, 10ROWTH, (18" HEIGHT) 10 \ I BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED "GREENCLOUD" SAGE ZONED: R-1 (VOLUME 3783, PAGE 262) 10-LACEBARK ELM I I I NANDIRA s l LE CODES AND ORDINANCES REGARDING ABLISH A HEALTHY STAND OF GRASS ON LANDSCAPE CONTRACTOR SHALLINSTALL _ 30 GALLON @ 25 O.C. _ _ ( I I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIB FOR THE ATERING AND THE MAINTENANCE OF ALL NOW OR FORMERLY _ _ _ _ _ _ _ _ _ _ _ - ( ) S LIPINSKI HOLDINGS, LLC 18 -SAVANNAH HOLLY 1 I I I 4 1 LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (3Q DAYS �FIOLLDWING THE PLANTING OF THE GRASS AND \ (VOLUME 3783, PAGE 262) (25 GALLON) @ 10' O.C. { I ( SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO �l E PUBLIIG FOR BUSINESS. V) LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TE PLANTS 4. INSTALLATION PVC (SCH. 40) SLEEVING SHALL BE CCDRDIN NAME "' ALK 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGS \ TOTAL } } f I � °° 4 2.1" TO 3.4" LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TE PLANTS 4. INSTALLATION PVC (SCH. 40) SLEEVING SHALL BE CCDRDIN NAME NAME ALK 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGS EACH TOTAL 5 2.1" TO 3.4" TAXODIUM DISTICHUM BALD CYPRESS CANOPY TREE GALLON 25' MIN SPACING 150 750 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL IRI CALIPER to of AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS AQJ CENT 9 (MULTI -TRUNK) LAGERSTROEMIA CREPE MYRTLE ORNAMENTAL NON -TRC E OPY 15 GALLON (COUNTRY RED) 40 360 INDICA LEUCOPHYLUM GREENCLOUD 3' SPACING 16 5 GALLON FRUTESCENS TEXAS SHRUB (18" HEIGHT) 10 160 "GREENCLOUD" SAGE NANDIRA COMPACT 3' SPACING 31 3 GALLON DOMESTICA NANDINA SHRUB (18" HEIGHT) 10 310 "COMPACTA" 10 2.1" TO 3.4" ULMUS PARVIFOLIA LACEBARK CANOPY 30 GALLON 25 MIN. SPACING BUFFER kitSEMPERVIROUS CALIPER ELM TREE YARD > 1.25" ILEX OPACA SAVANNAH (TREE FORM) NON -CANOPY 30 GALLON BUFFER 18 CALIPER SAVANNAH HOLLY TREE YARD LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SITE AREA=0.891 acres or 38,812 sqft. PARK PLACE - LOCAL STREET @ 32' SPC: FLOODPLAIN REMOVAL AREA=1,517 sqft. 127 L.F. FRONTAGE/32 = 4 TREES BUFFER AREA=3,563 sqft. REQUIRED = 4 TREES 31,741 sqft. @ 30 puts./1000 sqft.: , PROVIDED = 4 TREES (4 CANOPY & ONON-CANOPY) (33,732/1000 x 30) = 1,012 puts. ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS: PARK PLACE (127 LF. - 65 L.F. Visiblity Triangle) 50% CANOPY TREES: (1,324 x 507o) = 662 pnts. 300 pnts./50 L.F. of frontage: REQUIRED = 662 pnts. (300 x 62/50) = 372 pnts. PROVIDED = 750 puts. TOTAL LANDSCAPE POINTS REQUIRED = 1,384 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 1,580 pnts. 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 6' METAL "T" POSTS (MINIMUM OF 3). PINE BARK MULCH 2" THICK (MIN.) NEW TOPSOIL w/FERTILIZER 8" DEEP (MIN.) 1/8"x4" STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT 3 xf IBALL DIAMETER CURBS & SIDEWALKS) TREE PLANTING N.T.S. I " l 4'OR6' I o �y ccs W ' 0 op wQ� cd NEW TOPSOIL 6" THICK (MIN.) SHRUB PLANTING N.T.S. IRRIGATION NOTES: 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INS1111 LLED THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISS NCE 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITH f2 A PF PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK B FL( 2394. 10. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TE D UI 4. INSTALLATION PVC (SCH. 40) SLEEVING SHALL BE CCDRDIN Y F- SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SID ALK 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGS ON; THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IF;3A-TIC NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUT CO VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEV14 REC IRRIGATION AS DIRECTED BY THE DEVELOPER. 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL IRI JURISDICTIONAL REQUIREMENTS OR' SHALL BE SUFFICIEN to of AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS AQJ CENT PINE BARK MULCH 2" THICK (MIN.) i z g (AT I IV.ARNING! 1: THE C( cv PRIOR TO CONSTRUCT TO EXISTING U1 Q J ALL NEW PLANTED AND LANDSCAPED AREAS. oGS-CERTIFICATION OF OCCUPANCY. RE VACUUM BREAKER, A REDUCED PRESSURE :VCE, AND INSTALLED PER CITY ORDINANCEU V IS ALLATION AS PER CITY ORDINANCE 2394. z WITH THE CONTRACTOR. AND ALL SLEEVING Q E APPLICABLE. J To THE OWNER FOR REVIEW AND APPROVAL. 31EM WILL SUFFICIENTLY SUPPLY ALL WATER SND MEET ALL INITIAL WATERING NEEDS FOR PUBLIC AND PRIVATE UTILITIES AND ON SYSTEM SUFFICIENT TO MEET LOCAL Ll IRRIGATE THE LANDSCAPING AND GRASS HE PARKING LOT. ,' II'PIP BEF ORE YOU DIG 6!00 qALL SYSTEM 1-800-245-4545 U%PRIOR TO DIGGING) S U% LOCATE ANY AND :ALL UTILITIES SOLELY RESPONSIBLE FOR ALL DAMAGES E TO ANY CONSTRUCTION ACTIVITY. U) x H O 0 U) O N •e( D_ m Z 0 F- H U) w 0 LTJ J J 0 0 CLIENT INFORMATION CRAIG & CAROL INVESTMENT'S, td. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 200 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335LPlA I SCALE: 1"=20I SUBMITTED DATE: OCTOBER 6, 2010 I DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES. N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 225 - 0335 ■ SHEET 9 OF 11 0F - � Z F- Q Z D 10. CL CL F- -O C) Y F- ry O U LL Q U) - W V r U) x H O 0 U) O N •e( D_ m Z 0 F- H U) w 0 LTJ J J 0 0 CLIENT INFORMATION CRAIG & CAROL INVESTMENT'S, td. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 200 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335LPlA I SCALE: 1"=20I SUBMITTED DATE: OCTOBER 6, 2010 I DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES. N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 225 - 0335 ■ SHEET 9 OF 11 7 , I GRAPICALLY MAPPED LOT 1 R, BLOCK TWO I-500-YR -FLOODPLAIN F.S. KAPCHiNSKI (ZONE X) (SEE CIVIL (CALLED 2.616 ACRES) PUN O 20 30 SITE NOTE #1)NORTH ZONED: C-1 SCALE: 1" _ 20' -~ NOW OR FORMERLY MCCRORY, DON B I (VOLUME 3783, PAGE 262) VARIABLE WIDTH P_UE. '-- 5/8 I.R.F. (834/637) M.H_ M.H. r. LOT 28, BLOCK ONE ,,,���{,,, EAST BRAZOS INDUSTRIAL 10' P.U.E. EXISTING WOOD O J.B. J.B. LL 1.47'47" FENCE`�` (CALLEDARK #1O 0 ACRES) — T r ----- E 297.551' (384/346) PADNSFORMER ( 5/8" LR. F. Aftk J.B. 7 5' y --- BLDG. SETBACK ^ ZONED: C-1 �- _ C.O. NOW OR FORMERLY e ^� C.O. i — D.CKY G. & CYNTHIA L. PRICHARD (- — -- (VOLUME 3783 =PAGE 262) ;a 23 22 Y 1 Y ` c E.M. -- - -- �. - - _ Q W.M I I ICA `�•� o SYFIR STEK COM PU TI G W.M d ♦ \ ��® p 24.00' p i� w V — TYPICAL 4 WIDE 1; — STORY (MAX. �l o o J 0 3 (. 4 PAINTED STRIPING _ I GROSS ARE = 7,084 SQ.F . - Y �" o vA a x x I L, � °' 9'x12' CONCRETE - 1 Cl PAD FOR 4 -BAY H/C PARKING ROW I _ Q "' _ BYCYCLE RACK ( w/SIGNS, RAMPS, WHEEL 96' �il� `' g STOPS, ETC. OVERHANG00 _ _ O a I M04 t 5/8" I.R.F., I 6 WA �K co .. \ 29 � 16 � I I � � � � �� 16' W LK � i i _i i i I P I r N �LL - - s cT{ : wLL o� REG. SPC 9 x2O' c 2 H/,-=142.00' ° Q -' - ( )34e ✓ O„ S 24.33'25" E - 87.72' - ( e� 612 SQ.FT, - sQ.FT. _ -------- s 0 11Q i` N 5/8=: I.R.F. .___. FlRE LANE J _ Q - _ FIRE LANE 31.88' I o 6" CONCRETE 24' PR.A.E. SIGN THROAT DEPTH ••O >�1 0 ri nn NZARRE PAVING --- --- r / * ' Zm "' LANE _ FIRE LANE F— w Of ' 0 7.5' BLDG. SETBACK _ < < -- -- --- z r N 24'37'56" W 318.23' 1 TYPICAL 5 WIDE 5 x15 CONCRETE G.v_ . FIRE LANE �• / - - - - _. _ - - _ -s --- - - __. -- - - ---AMBtJtAT6f�`IFAMf-- m..- DUMPSTER PAD w/8' �TR'IP11�G 1/2 1. F. GRAPICALLY MAPPED SOLID WOOD SCREENING SEE B/CS DETAIL COMMERCIAL \ LOT 9, BLOCK TWO a FLOODWAY SEE CIVIL -/FENCE & GATES — SEE SW3-05 (F.S. KAPCHLNSKI $' DETAIL/ ST2S03 B/CS \ SITE NOTE #1) CIVIL SITE NOTE #7 (CALLED 0.298 ACRES) LOT 18-20, BLOCK FOUR REDMOND TERRACE , BUFFER WALL — CENTER + PROVIDE 12-0" MINIMUM GRAPICALLY MAPPED (CALLED 2.714 ACRES) 100 -YR FLOODPLAIN ZONED: R-1 OF WALL LOCATED 2.5' CLEARANCE (BOTH DIRECTION) IN (ZONE AE) (SEE CIVIL NOW OR FORMERLY OFF PROPERTY LINE ZONED: R-1 THE INTERIOR OF THE DUMPSTER „, SITE NOTE #1) WATSON, WILLIE V PAD — SEE DETAIL SHEET C2.1 (VOLUME 3783, PAGE 262) NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC -- — — -- -- -- -- —_ -- -- -- --r (VOLUME 3783, PAGE 262) .y of R"by I re— I=, CALL BEFORE YOU DIG CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN (ZONE AE) AS GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. 0144 C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A TEXAS ONE GALL SYSTEM UNIFIED APPEARANCE. 1-800-245-4545 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND I^ (AT LEAST 72 HOURS PRIOR TO DIGGING) PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. Zvi- IVARNING! ! : THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN- o PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DARLAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 6 100% COVERAGE OF GROUND COVER DECORATIVE PAVING DECORATIVE ROCK OR A PERENNIAL GRASS IS REQUIRED IN PARKING (�' LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT—OF—WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. - - 7. -THE CONTRACTOR SHALL -CONTACT URRUTA; CoC-S PUBLIC -WORKS -=-SANITATION (979-7C4-3841), FOR FIELD - - V IFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. _ t Aw-mo-Nm t- 8.. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 62% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. PH CURB NOTE: EXPANSION JOINTS TO 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE BE PLACED AT 60' INTERVALS AND ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND �> R BLOWN LITTER FROM THE PROJECT SITE. 6" AT ALL RADIUS POINTS, P.C. s, P.T.' s. CONSTRUCTION JOINTS- SHALL BE 10: THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR T0; AND DURING; wai PLACED AT 20 INTERVALS. DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 3" `` _ _" 11. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, PREPARED BY THIS OFFICE, DETENTION WILL NOT BE REQUIRED. CV 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. -- H 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED_ 4w tq1 FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION. 4 /_ SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND 3� PAVEMENT ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. IL '. REINFORCEMENT FREE—STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. 40- - - _ 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT e = #4 BARS SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE TYPE IA — MONOLITHIC MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL—WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. CONCRETE CURB & GUTTERBUFFER WALL 17. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS N.T.S. OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. N.T.S. T N�S F.S. Kid CH N S1 A LOT fill SLC CTWO or 38,812 SQ.FT.) 1713 Pd RK DL CE COLLEG STATION, DOUBLE CHECK VALVE TX SYMBOL &LINE LEGEND 0 POWER POLE A LIGHT POLE (0.891 GUY WIRE ANCHOR or 38,812 SQ.FT.) GAS PIPELINE RISER Wwv WATER T R L E VALVE ®w+ WATER . METER Qocv DOUBLE CHECK VALVE IDEv ELECTRIC VALVE O By BALL VALVE ® EM ELECTRICAL TRANSFORMER ® GM GAS METER OO MH MANHOLE 00.0. CLEANOUT 4FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL ❑ Al AREA INLET 0 B JUNCTION BOX C2.1 FOR SITE & PARKING CURB- INLET- ------- �-PB PB FIXED PIPE BOLLARD — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE N.T.S. CITY OF STA'uiffll,� �R. �s AGF 7607 EASTMARK DR., STE. 25OF <77 ?OST OFFICE BOX 9253 �OLLEGE STATION, TEXAS 77842 "MAIL: civil@rmengineer.com DFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F- KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 iTiIT�i� �s ♦: ' •► . wil l I I , g, s. ,��( .., ► r x Y Li i! z I o Z z C) < F— <z 0 - LL J 0 Y CL w Q V) 0 Q . 0 ID U a 01j CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LtJ. . c/o CRAIG PAULL 1808 TEXAS AVENUE S., SIF. 303 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM' FILENAME: 0335SPlA SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 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 - 0335 ■ SHEET 5 OF 11 PkOPItRTY . LO 6 INFORMATION APCHINSKI BLOCK TWO 834, PG. 637) (0.891 (VOL: ARES or 38,812 SQ.FT.) Z NOW NED: C-1 OR FORMERLY CAROL CRA G & INVESTMENTS LTD KVOL. 9015, PG. 16) PLA OTESII 1. REIER TO S EET COA & CO.2 FOR SITE, PARKINGAND � MISC. CONSTRUCTION NOTES. 2. RE DETAILS. R TO SH�ET C2.1 FOR SITE & PARKING 4.0' AL J ESS` qG ,THE 11 �ERWSE BA -NOTED-- ALL RADIUS A�2E CK OF CURB. PARKIN RE UI EMENTS: ORDIN E:. OFFI REQUIRE OFFICE — :1 00 PC/250 / SQ.FT. -------_. 2 = 32 SPACE R I ED = 32 SPACES : R = 2 SPACES = 32 150 ISP OVID'E REGU H/C TOTAL SPACES ( Z� x c,%i o ,'CES P 114EQUIREIMENT1 ISLAND THE SQU kRE—FOOTGE SHOWN AT INTERIOR END ISLANDS FOR %&E NCLUDE OR THI-E DOUBLE REQUIRED AREA, AND EXTRA, END ISLANDS, THE EXCESS AREA AB SHOWN IN REQ'D VE T E LOW. I R PA NT. IS REQUIRED INT IAN SQUARE—FOOTAGE ARE = 22 SPACES !AREA=(22/15x180)=264SQ.FT. PROV( D INTI RIC R ISLAND AREA = 420 SQ.FT. 7607 EASTMARK DR., STE. 25OF <77 ?OST OFFICE BOX 9253 �OLLEGE STATION, TEXAS 77842 "MAIL: civil@rmengineer.com DFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F- KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 iTiIT�i� �s ♦: ' •► . wil l I I , g, s. ,��( .., ► r x Y Li i! z I o Z z C) < F— <z 0 - LL J 0 Y CL w Q V) 0 Q . 0 ID U a 01j CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LtJ. . c/o CRAIG PAULL 1808 TEXAS AVENUE S., SIF. 303 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM' FILENAME: 0335SPlA SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 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 - 0335 ■ SHEET 5 OF 11 SYMBOL & LINE LEGEND 0 POWER POLE I I A LIGHT POLE ILOT 1R, BLOCK TWO GUY WIRE ANCHOR F.S. KAPCHINSKI ® GAS PIPELINE RISER I (CALLED 2.616 ACRES) ZONED: C-1 NOW OR FORMERLY MCCRORY, DON B (VOLUME 3783, PAGE 262) �I I� APPROXIMATE LOCATION OF 48"0 R.C.P. STORM SEWER I»wv WATER VALVE + I I COMMON TYPE NOTES ®wm WATER METER sgft. APPROXIMATE LOCATION OF BUFFER YARD (NOT INCLUDED I { { 3 q APPROXIMATE LOCATION OF NAME � { { §DCV DOUBLE CHECK VALVE sgft.-�-� �' sgft.: 2" ATMOS GAS LINE I I 48"0 R.C.P. STORM SEWER CANOPY TREE 25'30 GALLON SPACING 150 ®EV ELECTRIC VALVE A APPROXIMATE LOCATION OF 50% CANOPY PLANTER BED ®Bv BALL VALVE + C__ UNDERGROUDN ELECTRIC 12 I I APPROXIMATE LOCATION OF ORNAMENTAL 5 -TEXAS SAGE "GREENCLOUD" 40 ELECTRICAL TRANSFORMER _ -- -� - - ____ - LINE BLE CODES AND ORDINANCES REGARDING INDICA 8" PUBLIC SANITARY SEWER LINE TREE I i (5 GALLON) 0 4' O.C. I ( ®GM GAS METER J >,_ � J LEUCOPHYLUM GREENCLOUD 3 4 3' SPACING 7 -COMPACT NANDINA OO MH MANHOLE ____ --- GAS __ _ FRUTESCENS TEXAS (18" HEIGHT) 10 (3 GALLON) @ 3' Q.C. oc:o: CLEANOUT Gas __ AS - COVER ~'- I MEET ALL INITIAL WATERING NEEDS FOR FIRE HYDRANT REQUIRED VARIABLE WIDTH P.UE. - -- - ---- GAS,•--_._ --� - --- _ - _�- J� I M. H. ®1 TELEPHONE PEDESTAL 3 GALLON (834/637) - ---Gas __ ____ s'ss GAS ---._ $„ss 10 310 ENT T( COMPACTA ❑ Al AREA INLET - - -UE- - _ _UE_ ` - - GAS -` -- -- GAS LACEBARK � LANDSCAPING NOTES: / 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY E CQNSULTI G ENGINEERS (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLN WAS PRE IPIARED FOR THE SOLE PURPOSE TO MEET / THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOP NT OR?INANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED T THE C76CS DEVELOPMENT SERVICES DEPARTMENT FOR N REVIEW AND APPROVAL. r 7607 EASTMARK DR., SIE. 250F <77� PLAN O 20 30 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR VE IFICITION OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 NORTH ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842: SCALE: 1" 20' ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMEI\ S OR CUANTITY ADJUSTMENTS MUST BE AUTHORIZED EMAIL: civil@rniengineer.com PRIOR TO PLANTING. OFFICE - (979) 764-0704 =i 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAI G, DEC RATIVE ROCK (NOT LOOSE), OR A PERENNIAL FAX - (979) 764-0704 D DRAINAGE AREAS, THE PARKING LOT SET BACK, TEXAS FIRM REGISTRATION No. F -z co q GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DUR N CONSTRUCTION. 1 24"0 R.C.P. STORM SEWERKERR SURVEYING, LLC I 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTU'R ED DURING ONSTRUCTION WILL BE RETURNED TO ITS 505 CHURCH STREET =1 M.H. EXISTING CONDITIONS OR BETTER. COLLEGE STATION, TX 77841 q1 SS..9 11 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED :FROM I IE PROPOSE RPARKING ISLANDS PRIOR TO PLACEMENT OFF: (979) 268-3195 I OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASP IALT, LIMESTONE BASE MATERIAL, OR COMPACTED FAX: (979) 691-8904 --- UE - ---UE- - _ - - - - ------------------- - - ---�-� B STABILIZED EARTH. IB JUNCTION BOX �. -UE- - - UE - - - Gas( -f- O J.B. J- - UE- - - -UE- - - _ CURB INLET "� + + + + + _ - ' ur.S`'��"'z"- EUE, -� _ _ 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER AFTER ETTLING, THAN ADJACENT SOIL. ++++++++++ - -UE- ++++++++++----UE- o PB FIXED PIPE BOLLARD + + + + + + + + + + + 111 T I lllll,Ti i �, _ t UE- UE _ �uE- - E- _ ' i 5/8" I.R.F. • f +++++++++++ �--,r�� - -u J - - - BUILDING SETBACK LINE _ __ *++++++++++ + ++ +*+*++++++ +++*+*;+ ------- PROPERTY LINE `- +'_"_' -------- EASEMENT LINE +*+*+*+*+* + +*1 *+ *+ P.U.E. PUBLIC UTILITY EASEMENT +++++++++++++++ B.L. BUILDING SETBACK LINE -SOLID- _ _ _ __ _ PROPOSED 12 b STORM cSOD AREAS I - (TIF 419 BERMUDA) 2 SEWER - SEE SHEET C1.2 !! +*+*+*+*+ + COMMON BERMUDA �CP.� ++++++++++ +++ + // *++++++++ SEEDED AREAS ��'� s ++++++ ` TiII ++ ++++ +++++ ++++ +++++ ++++ +++++ ++++ ++++ ++++ ++++++++ ! 0,` ++++++ I I�/ ++ + + +++ +++ / +++ ++++ \ ++++++ /�/ +++ +++ +++ 5/8" I.R.F. +++++ 5/8 I.R.F. ++++++ + S 24°33'25 E - 87.72' + + " ++++++ +++ ++++ + 2 ++++ + o+ + + +++++ + - ++++++ +++++++ 0 +++++++++ +++++++ + + ++++ + ++ T++ + FLOODPLAIN AREA ++ += I rn 3,508 SQ.FT. 2 + L3 + + +* M1"+ il{ ++++ ++ + + ++ - Ep " iii .uu i + + � it + 15 x15 CONCRETE. 5/s I.R.F.DUMPSTER PAD ' w/8' HIGH \ SOLID- WOOD SCREENING \ FENCE & GATES - SEE CIVIL SITE NOTE #7 LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) ZONED: R-1 \ NOW OR FORMERLY \ S LIPINSKI HOLDINGS, LLC - - - - - - - (VOLUME 3783, PAGE 262) In ■ - ■ PLANTER BED 6 -TEXAS SAGE "GREENCLOUD" (5 GALLON) 0 4' O.C. 11 -COMPACT NANDINA (3 GALLON) 0 3' O.C. W Li 0' P.U.E. (384/346) PROPOSED TRANSFORMER PAD - SEE SHEET C1.4 SYS -MK COMPUTING 1 - STORY (MAX. HEIGHT=3111 ") GROSS AREA = 7,084 SQ.FT. F I -MIN 1 L -1-11I 5 -TEXAS SAGE "GREENCLOUD" (5 GALLON) @ 4' O.C. 24' PR.A.E. 13 -COMPACT NANDINA (---/---) (3 GALLON) 0 3' O.C. N 24 37 56 W - 318.23 LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) LANDSCAPE SCHEDULE SYMBOL NO OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS sgft. PLANTS BUFFER YARD (NOT INCLUDED I { { 3 q NAME NAME � 127 L.F. FRONTAGE 32 EACH TOTAL sgft.-�-� �' sgft.: 5 2.1" TO 3.4" TAXODIUM DISTICHUM BALD CYPRESS CANOPY TREE 25'30 GALLON SPACING 150 750 CANOPY REQUIREMENTS: A CALIPER 50% CANOPY TREES: (1,324 x 507.) = 662 pnts. 300 pets./50 L.F. of frontage: (30 GALLON) 0 25' O.C. ) { I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONN , REQUIRED = 12 (MULTI -TRUNK) LAGERSTROEMLA CREPE' MYRTLE ORNAMENTAL 1515 GALLON (COUNTRY RED) 40 480 ALL AP LIC BLE CODES AND ORDINANCES REGARDING INDICA pnts. TREE I i � I ( RE LANDSCAPING. J >,_ � J LEUCOPHYLUM GREENCLOUD 3 4 3' SPACING U) v- O CL _j < 16 5 GALLON FRUTESCENS TEXAS SHRUB (18" HEIGHT) 10 160 iYS M WILL SUFFICIENTLY SUPPLY ALL WATER "GREENCLOUD" SAGE COVER AIV I MEET ALL INITIAL WATERING NEEDS FOR 11% REQUIRED NAN:DIRA. COMPACTS 3' SPACING IRRIG TIO 31 3 GALLON DOMESTICA NANDINA SHRUB (18" HEIGHT) 10 310 ENT T( COMPACTA PARKING LOT. " .4 2.1 TO 3 ULMUS PARVIFOLIA LACEBARK CANOPY 30- GALLON= -- , 25 MIN. _ -_ - E BUFFER ° t 7 CALIPER SEMPERVIROUS ELM TREE SPACING YARD (TREE FORM) 19 > 1 25"ILEX OPACA SAVANNAH NON -CANOPY 30 GALLON BUFFER CALIPER SAVANNAH HOLLY TREE YARD Z In LANDSCAPING REQUIREMENTS 11 A HEALTHY STAND OF GRASS ON- SITE AREA METHOD: A FRONTAGE TREES: BE THE MINIMUM SITE AREA=0.891 acres or 38,812 sgft. PARK PLACE - LOCAL STREET @ 32' SPC: BUFFER YARD (NOT INCLUDED I { { 3 q FLOODPLAIN REMOVAL AREA=3,508 sgft. � 127 L.F. FRONTAGE 32 = 4 TREES BUFFER AREA=3,563 31,741 sgft. C� 30 sgft.-�-� �' sgft.: REQUIRED = 4 TREES PROVIDED 4 TREES pnts./1000 (31,741/1000 x 30) = 952 pnts. (4 CANOPY & 0 NON -CANOPY) ADDITIONAL STREETSCAPE: ■+< .�1� U) CANOPY REQUIREMENTS: A PARK PLACE (127 LF. - 65 L.F. Visiblity Triangle) 50% CANOPY TREES: (1,324 x 507.) = 662 pnts. 300 pets./50 L.F. of frontage: (30 GALLON) 0 25' O.C. ) { I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONN , REQUIRED = 662 Ants. _ (300 x 62/50) 372 puts. ✓ PROVIDED = 750 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 1,324 pnts. ALL AP LIC BLE CODES AND ORDINANCES REGARDING TOTAL LANDSCAPE POINTS PROVIDED = 1,700 pnts. i I i � LC I► 3 0 I 7- THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIN VING OR ADDING TOP SOIL, AS NEEDED, FOR THE }� INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE P EPARED GR UND COVER BEDS. { { 1" DOMESTIC METER �. m 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE GUY RES OVERLAPPED. 1 IRRIGATION METER w/DOUBLE CHECK VALVE 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED 0F ANIC R, 2" PINE BARK MULCH, AND 13-13-13 W.M _ _- ------ -- ----- -- FERTILIZER :AT. --THE- RATE -_OF 5 L -LB -0 SOFT.. OF BED AR-) _ N 1 - - - ~- - - -- - 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLO SOD - I- w pE SH LL BE SEEDED WITH EITHER BERMUDA (2 W { I q ( LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 R BERMU /(� E GRASS MIX (2 LBS/5 LBS. PER 1,000 R 4 -BALD CYPRESS { I (30 GALLON} @SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. Q I� { d25' SPACING 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INS AL NG TREES AND SHRUBS THAT WILL MEET LO { BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINA CE, DOMPLIANCE. FAILURE TO INSTALL PLANT MARK DATE DESCRIPTION MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF F NAL! CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE t I I I OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHAL E INST LLE . _ 1 0 COMPLETI 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEP"MI) STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. PRELIMINARY {I , 1 1 W n 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND M L HED IMEDi TELY FOLLOWING PLANTING. NOT �� _ I 3 q 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL IND TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; {I NEVER CUT EVERGREEN LEADERS. Q '1016/'10 I W I 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE S ME RE ATIONSHIP TO FINISHED GRADE, AS BORN TO 0 3 q PREVIOUS GRADE AND GROWING CONDITIONS. Q_ I 1 { APPROXIMATE LOCATION OF D16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL B SCARIFjI'ED PRIOR TO BACKFILLING. I I"- Q LAI 18" PUBLIC WATER LINE O fy_ THE LANDSCAPE CONTRACTOR. SHALL VERIFY EXISTIN JNDIIRGROUND UTILITIES PRIOR TO PLANT INSTALLATION 4 AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LA IDSCAPE OPERATIONS. i I O 1 { d;, `t 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRAC OR AND USED FOR BACKFILLING ALL PETS FOR PLANTS. I AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS 0006 GARDEN SOIL, 1/2 PART BED MIX, 1/2 = 4 { PART MANURE OR BONE MEAL, AND ONE (1) POUND LIME P1 R CUBI YARD. cV I 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALT CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY `!I APPROXIMATE LOCATION OF THE OWNER AND THE CITY OF COLLEGE STATION. 77- 001 i 1 4 24"0 R.C.P. STORM SEWER 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A I IIMUM 2 i LAI` ER OF HARDWOOD BARK MULCH (UNLESS I I I I I { OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MU q RING i ROUND EXISTING TREES TO REMAIN, TYPICAL. { 21. MINIMUM TREE 51ZE AT PLANTING 15 SPECIFIED ON IHE PLAN (FOR SINGLE STEM TREES). ALL MUTLI-STEM ( I I I 1 APPROXIMATE LOCATION- OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CON1R CTOR R. 11 A HEALTHY STAND OF GRASS ON- 2. THE IRRIGATION SYSTEM MUST BE PROTECTED By EITHER A PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AI BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TES BUFFER YARD (NOT INCLUDED I { { 3 q (I SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SI JE < a-- C) V 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRI! 11 IN LANDSCAPE CALCULATIONS) I I m I 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE 22. ALL STRAPPING MUST BE CUY"ANIA'�AND REMOVED L OMi ROOT LANDSCAPE CONTRACTOR SHALL INSTALL PLANTLN� _ JT L .PRIOR TO BACKFILLING -P r<kL _ �-- -- I.R.F.m BUFFER WALL 1 /2" CENTER IRRIGATION AS DIRECTED BY THE DEVELOPER. ■+< .�1� U) { { A IBURLAP-MUST I .AREAS LOCATED IN THE .FRONT YAkD AND SIDE YARDS AE AND THE TOP 1 /3 OF THE BURLAP MUST BE REMOVED FR I THE RIOT BALL. (30 GALLON) 0 25' O.C. ) { I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONN , I FOR OF WALL LOCATED 2.5' ( I { { G • 4 OLL)WING 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL AP LIC BLE CODES AND ORDINANCES REGARDING I PUBLI OFF PROPERTY LINE i I i � I ( RE LANDSCAPING. J >,_ � J W 3 4 ( I I I 1 APPROXIMATE LOCATION- OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CON1R CTOR R. ESTABLISH A HEALTHY STAND OF GRASS ON- 2. THE IRRIGATION SYSTEM MUST BE PROTECTED By EITHER A ® = 4" ATMOS GAS LINE ALL SEEDED AREAS. Co 2394.. LL 1- 0 Vr) 1 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TES BUFFER YARD (NOT INCLUDED I { { 3 q (I SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SI JE < a-- C) V 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRI! 11 IN LANDSCAPE CALCULATIONS) I I m I 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE EQUIRE TH LANDSCAPE CONTRACTOR SHALL INSTALL VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. I BLACK. FABRIC MESH UNDER. THE MULCH TO PREVENT WE ROWTH IRRIGATION AS DIRECTED BY THE DEVELOPER. ■+< .�1� U) 7. THE LANDSCAPE CONTRACTOR - SHALL--ANSTALL A 1O-LACEBARK ELM I I j 1 .AREAS LOCATED IN THE .FRONT YAkD AND SIDE YARDS AE C (30 GALLON) 0 25' O.C. ) { I 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONN , I FOR E ! ATERING AND THE MAINTENANCE OF ALL Q _ 9- AVANNAH HOLLY - { { q LANDSCAPED AREAS UNTIL THE LATER OF: (i)' THIRTY (O I i DAYS TI OLL)WING THE PLANTING OF THE GRASS AND � � x 5 GALLON) 0 10' O.C. I ( � { SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO I PUBLI FOR BUSINESS. L1 -I z � {) IZ RE PPLICABLE. J >,_ � J W 3 4 U) v- O CL _j < Z 1 IRRIGATION NOTES: T .,THE OWNER FOR REVIEW AND APPROVAL Q_ d oLL iYS M WILL SUFFICIENTLY SUPPLY ALL WATER COVER AIV I MEET ALL INITIAL WATERING NEEDS FOR 11% TREE PLANTING NOTES: VFIRST, BRANCHES OR 1. STAKE -ABOVE AS 'NECESSARY TO PREVENT SLIPPING 4 OR 6 OF RUBBER HOSES. AS SPECIFIN 2. PLANT SO THAT TOP OF ROOT BALL ED O'PLANS IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED U WIRE ENCASED IN VO ° RUBBER HOSE 6' METAL "T" POSTS (MINIMUM OF 3). .PINE .BARK MULCH 2" THICK (MIN.) NEW TOPSOIL w/FERTILIZER 8" DEEP (MIN.) m • 3 x BALL DIAMETER (5' MIN) , 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INST IL THIS IRRIGATION SYSTEM MUST BE .INSTALLED PRIOR TO IS SL 2. THE IRRIGATION SYSTEM MUST BE PROTECTED By EITHER A PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BA Co 2394.. LL 1- 0 Vr) 1 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TES 4. INSTALLATION. PVC (&CH 40).: SLEEVING. SHALL BE CO URE SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SI JE < a-- C) V 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRI! 11 THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRR DEVI NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUN U U- VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVI IRRIGATION AS DIRECTED BY THE DEVELOPER. ■+< .�1� U) 7. THE LANDSCAPE CONTRACTOR - SHALL--ANSTALL A JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENTO .AREAS LOCATED IN THE .FRONT YAkD AND SIDE YARDS AE C FOR D RDINAT ALK ATION A L NEW PLANTED AND LANDSCAPED AREAS. S OCCUPANCY. w W Y Q I p tv4 NCE 0 Co -CERTIFICATION OF LL 1- 0 Vr) 1 PRES URE VACUUM BREAKER, A REDUCED PRESSURE < a-- C) V of m FLOW DEVI E, AND INSTALLED PER CITY ORDINANCE U U- ■+< .�1� U) O !W� � v UPO INS ALLATION AS PER CITY ORDINANCE 2394. W w Z 1-- U) D TH THE CONTRACTOR AND ALL SLEEVING- < r W W RE PPLICABLE. J >,_ � J W U) v- O J ON PLAN T .,THE OWNER FOR REVIEW AND APPROVAL iYS M WILL SUFFICIENTLY SUPPLY ALL WATER COVER AIV I MEET ALL INITIAL WATERING NEEDS FOR REQUIRED OR PUBLIC AND PRIVATE UTILITIES AND IRRIG TIO -SYSTEM _ SUFFICIENT TO MEET LOCAL PRO RL IRRIGATE THE LANDSCAPING AND GRASS - - ENT T( THE PARKING LOT. 1 J8"x4" STEEL EDGE, COLOR SPECIFIED BY OWNER 4�y ,,�'� D PINE BARK MULCH (OPTIONAL, EXCEPT AT ' `�' 2" THICK (MIN.) CURBS & SIDEWALKS) 0 �•y FINISH L 1 z - - --_-- v GRADE II --- _ CAL BEKO YOU DIG 0 E ALL SYSTEM TES NEW TOPSOIL --- -_ 1_800-245-4545 6 THICK (MIN.) • ' `' �� j/�� j/�� j/�� jf�\/, g (AT IE.ST 72 OURS PRIOR TO DIGGING) ZARNINGI I : THE CON' g9CTOR IS T LOCATE ANY AND ALL UTILITIES \\//\ _ ' N \\ PRIOR TO CONSTRUCTI AND I1 SO LY RESPONSIBLE FOR ALL DAMAGES TO EXISTING DTIII ITIES DIE TO ANY CONSTRUCTION ACTIVITY. SHRUB PLANTING-, A A A ! \ CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LIM. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. -3 00 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-99444 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335LPlA I SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT ND. 225 - 0335 SHEET 9 OF 11' Q. o W f UVA110N NPA 1'OfAl.S: TOCK. VWrKX 5M FOOTAGE NM OFiNW& I M 50r'r a81x Toro. VWX& & 5QIM FOOMO OF A.JM. 209 50M w 0% EXTERIOR FINISH LEGEND NF5 (WALL) WlX (AWNING5) p_I 601.012: I'M WINS 5W6307 MANI`,: C&I (3LIILnING 5Y51r:M5 M_I 5ftZC110N: CHARCOAL CON1'AC1': CHAR[X O'HAIZA p-2 N1`5 ( WALL) f MONS: ( 713) 213-5323 COI -OR: WI,M17 KHAKI 5W6149 MeM C FASCIA & POOLING) p'3 NF5 (WALL) y MANF,: C&Y PULPING 5Y5SM5 GOLOf2: GNA11200M 5W6171 M-2 5elXC11ON: CHARCOAL CONfAG1": CHAMX O' HAIZA p_4 Nr5 (WALL) PHOW: ( 713) 213-5323 _ CO1,02c „1120NOW 5W7069 �=TI21CA1. (WALL M1'' n 5CONa) �-I MANF,: HLPPARPTON FORA MOM, 305894 M-3 W1'AL (WNT5) %LeC ION: GALVANIM? M�G1121GAL �-2 (JUNC110N PDX rOR 516N) %M (ML) WEAL MACM r5) MMF.:1 OR& PRICK5 MANF,: G&T PUILnING 5Y%W5 %=110N: 1l�JA5 tAN M-4 %1,�C110N: CHARCOAL 5-I CONfACf-. CLAW HAMMACK CONTACT: CHAMI. O'HAIZA DHOW: ( 979) 690-5330 PHOM C 713) 213-5323