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HomeMy WebLinkAboutSP2012-500019 (2)V) S rl 1H] r COMPUTING is Nickle I on 1713 PARK LOT 6RI, BLOCK TWO F.S. 9 MGF N.T.S.CO G S ATION BRA OS COUNTY T XAS TEXAS A&M Qo�`�� CITY 0 COLLE MARCH 19 9 2012 OVER�L VIEW STA J / w \ R doe` s�. � o n • ;_ .: � ?� ',x;�Y �y'� �% r<� /�f � / f,/� _ R >< \/x a • `/"\ /` !� /'- // !-,� i i' % it /\ i i i , i i i y✓ /�i` '� /y; F.S/KAPCHtNSKI' i /( , �i�iIONF.S. KAPCHINSKIlr�/�I�-SU'D`(\A'S `v, �!v�/ / / ,LOT/BL'OCK LOT 61R1, BLOCK TWO / 1713 PARK PLACE � ��� STANDARD PERMIT NO COLLEGE STATION, TX PLAN KEY CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR RELATED CONSTRUCTION LOCATION � /r'AP. CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: tl 1V1 CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS ���� ��� NOT TO SCALE INDEX OF SHEETS.• COMPLIANCE TxDOT — DRIVEWAY & UTILITY PERMITS CSU — ELECTRICAL SERVICES PREPARED FOR: ATMOS ENERGY — GAS SERVICE SHEET SHEET MAY �j VERIZON & SUDDENLINK — COMMUNICATION SERVICES ��±+ ��33,�� �� yy�� ((''��T � T �-+,�T �+ TCEQ — STORMWATER &PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES N0. I.D. DESCRIPTION COLLEGE .l Wo, CRAW tX, C.�i�.lJ1 INVESTMENTS �ST"_`1V T►J � LTD. TAS — ADA REVIEW & INSPECTIONS 1 CO-0 COVER SHEETENGINEERING 1 � � 3 P'ARI�. FLAKE 2 C0.1 GENERAL NOTES - �_- CGLLEGE STATION, TX 77840 3 C1.OA DEMOLITION & EROSION CONTROL PLAN "A" srr4or", 4 C1.1 OVERALL SITE PLAN OFF: (979) 695-9 95S CALL BEFORE YOU DIG 5 C1.2A GRADING & DRAINAGE PLAN "A" F�1h: (979) �9.J-9J`'1"`t TF<Xt�S ONE CALL SYSTEM 6 C1.3A PAVING PLAN „A„ 1-800-245-4545 EM AIL: (AT LEAST 72 HOURS PRIOR TO DIGGING) & 3�l A -: �ra�_ s - _s elm-alla L Vlll IVARNING! 1: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 7 C2.1 PAVING DRAINAGE DETAILS . �T PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES J TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. �► A ® AAA A A ea 8 L1.1 LANDSCAPE PLAN PREPARED BY: APPROVED BY: ��~ex 1. THE LATEST EDITION OF THE 2009 B/CS UNIFIED TECHNICAL RME CONSULTING ENGINEERS ,:" •'• �•�• #rt� ,�� SPECIFICATIONS &DETAILS ARE ISSUED FOR THIS PROJECT. 7607 EA►.]'I'1VIARIT DR. ST�+ . 2S2 G77840> , " gQN "'E� * ¢�_ 2. THE FOLLOWING 2009 B/CS UNIFIED STANDARD TECHNICAL �" "•'" •""' % SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. P.O. BOX 9253 �o w 4t F . • -r COLLEGE STATION, TEXAS 77842 �°�� �,�°NA:` N -` � � = RME CONSULTING ENGII 'DATE: PH:(979)764-0704 . CLIENT N0. _ PROJEC RABON A. METCALF, P.E. No. 88583 225 04, FX: (979) 764-0704 RME CONSULTING ENGINEERS EMAIL: civil@rmengineer.com TEXAS FIRM REGISTRATION No. F-4695 cool GENERAL CONSTRUCTION NOTES: EROSION CONTROL NOTES: RAVING NOTES: GENERAL UTILITY NOTES [PRIVATE & PUBLiQ�-_ 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. _IT SHALL BE THE 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGATION AND 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE AAr OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS. RESPONSIBILITY OF THE CONTRACTOR TO, IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, RECOMMENDATIONS PREPARED BY GEOTECH ENGINEERING & TESTING (DATED AUGUST 2010). DUE TO THE PLASTIC MINlMUhA OF SIX IM1ICHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PiPthtG. BkGKFILL OVER zu DRAINAGE STRUCTURES. SWALES. ADDITIONAL FENCING. ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND SOILS WITHIN THIS AREA SOME MINOR .DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE PIPING SHALL BE MADE WITH EARTH OR. FILL SAND, FREE OF DEBRIS, AN.D SHALL BE TAMPED BY HAND OR- 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION VARIATIONS. MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL EARTHWORK, ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 7607 EASTMARK DR., STE. 252 <77840> COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A PAVING, AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR POST OFFICE BOX 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL PROVIDE ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND COLLEGE STATION, TEXAS 77842 NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, THESE MINIMAL REQUIREMENTS, THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. EMAIL: civil(alrmengineer.com NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. IF NECESSARY. REPORT ALL ALL TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. OFFICE - (979) 764-0704 3. UTILITY INSTALLATIONS iN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH FAX _ (979) 764-0704 CONTACT INFORMATION: 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN A. SUBGRADE: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEiviENTS, WALKS, ETC...) THE TEXAS ONE CALL: 800-245-4545 DISTURBED.. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL .REACHES 25% 1. EXISTING TREES STUMPS,AND LARGE TREE ROOT SYSTEMS REMOVED. VEGETATION SHALL BE GRUBBED AND REMOV V A iON UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. -FINAL BACKFILL IN THESE TEXAS FIRM REGISTRATION No. F-4695 LONE STAR ONE CALL: (800) 669-8344 CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. SHALL BE REMOVED AND THETOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 BY THE PROPOSED iMPROVEMEiJTS. CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL KERR SURVEYING, LLC CoCS: WATER &SEWER DIVISION - (979) 764-3435 HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 2. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN 409 NORTH TEXAS AVENUE BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. BRYAN, TX 77803 VERIZON: BRENDA VAJDOK - (979) 821-4770 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. OFF: (979) 268-3195 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 EXXON-MOBILE: MICHAEL HLUZA - (281) 591-372d ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 3. PAVING AREAS SHALL BE , PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER 6.. THE CONTRACTOR IS RESPONSIBLE FOR. FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK. AND A EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODiFICA11ON WITH LIME OR CEMENT ADMIXTURE, 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION S0 THAT GRADE CRITICAL ELEMENTS (LE. STORM CITGO GAS: DOUG CLINE - (713) 416-1289 NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCE . LAMINATED COPY OF THE OR USING GEOTEXTILES. ENERGY TRANSFER PIPELINE: BENNY LLOYD - (979) 820-5751 -A CONSTRUCTION SITE NOTICE. NOI AND SWPPP, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SHALL BE POSTED AT THE DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (LE. ELECTRICAL CONDUIT, SUDDENLINK- MIKE LAVENDER - (979) 846-2229 SITE. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT WATER SERVICES, ETC...). 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 7- PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER_ 7 THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, 'k ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING_ INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, 5. FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM MOISTURE CONTENT RANGE OF +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM S. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH DRAINAGE AREAS ARE FULLY STABILIZED. DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. COMPACTION TESTS, FOR THESE MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE AREAS, SHALL BE VERIFIED BY IN -PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA) DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR CONTRACTOR'S OWN EXPENSE. 8. THE CONTRACTOR iS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED WITH A MiNIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. MATERIALS AND EQUIPMENT. AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND 6. THE SUBGRADE SHALL BE MOISTURE CONDITIONED, IF APPLICABLE,. TWO FEET (2') BEYOND THE BACK OF CURB OR 9, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE INSTALLATIONS WITH REGULATORY INSPECTOR. AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL STABILIZED, DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO EDGE OF PAVEMENT, WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO MARK DATE DESCRIPTION OF THE ENGINEER. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 7. COMPACTION TEST, FOR FILL MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 TEST DETERMINE THE LOCATIONS OF BORE PITS IN .FIELD SUBJECT TO THE .INSPECTOR'S APPROVAL CEASES FOR MORE THAN 14 DAYS. PER 5,000 SQ.FT. OF FiLL AREA) WITH A MiNiMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS ,AND THE STATE OF TEXAS LAWS 11. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE "DRY". SUBSTANTIALLY CONCERNING EXCAVATION-. 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA B. STABILIZED SUBGRADE:Am Aft a 1011% SHOWS GROWTH. 1. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY nnrLEOWN TE 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE (PI<7) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH TYPE 1 PORTLAND CEMENT PAVEMENTS OR WALKS. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. (APPROXIMATELY 47. BY WEIGHT). ISSUED FOR RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILITIES AND IRRIGATION SYSTEMS. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 2. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS CONSTRUCTION THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. OF INTERMEDIATE PLASTICITY (7<Pi,-_2O) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, 14. CONTRACTOR SHALL MARK ALL SERViCE LEADS WiTH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN DEMOLi1ION NOTES: WITH EQUAL RATIOS OF LIME AND FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). FOR SEWER-, BURIED A MINIMUM OF 3' INTO THE GROUND. 3/1 f12 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSiTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS iN A SAFE 3. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL 15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TRAPS, SAMPLING WELLS, AND OIL/SAND AND WORKMANLIKE MANNER T PRE INJURIES, 0 VENT N URIES, DURING AND AFTER WORKING HOURS UNTIL PROJECT COMPLETION. 1. ULMULIITUN Uh LXISIING SIRUCIURLS AND IMPRUVLMLNIS SHALL INCLUDE ALL WORK CONTAINED ON iHESE BE STABILIZED TO A DEPTH OF .6 UNDER THE PROPOSED PAVEMENT, EN WITH TYPE A HYDRATED LIME (APPROXIMATELY " SEPERATORS SHALL NOT HAVE LABELING SAYING CITY OF COLLEGE STATION". CONSTRUCTION DRAWINGS PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR 6% BY WEIGHT). ISSUED PRIOR TO THIS 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FouNDATiON DATE ARE REPLACED BY CONSTRUCT PROPOSED IMPROVEMENT(S)• SYSTEMS, OLD- PIPES; ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT 4. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE THIS SET &SHOULD NOT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR BE USED F INSPECTION APPROVALS FOR ALL WORK SHOWN. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH FLY ASH. C.ONS'i`RUC.+-i-I 11. PROPERTY RIGHT-OF-WAY THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES i��, ANY ADJACENT AND DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF 5. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT ,,,►s EXISTING CONDiTi01IS OR BETTER. WORK WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO 13% OF THE OPTIMUM MOISTURE CONTENT AND.;k4s COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. v �� 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. •. 0 STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. 6. THE SUBGRADE SHALL BE STABILIZED ONE FOOT (1') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, -•� B_.. A. ME.. F 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW .CONSTRUCTION, SHALL BE WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. _ --•----..... i 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24' BEYOND ANY d 86 83 0 -o THE SAME CONDITIONS OR BETTER. PROPOSED STRUCTURES. 7. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 C 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. - 1N ACCORDANCE TO THE FOLLOWING 5 THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION STANDARDS: SMD (GEN)-02 & SMD (SLIP-1)-02 THRU SMD (SLIP-3)-02. DRAWINGS. C. PORTLAND CEMENT CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. OF 3,500 PSI AT 28 DAYS. z RIGHT-OF-WAY. 0 ? THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOIAN ON THESE PLANS AND AS 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT DIRECTED BY THE OWNER/DEVELOPER. (10) FEET. /� V J SHALL BE CLEANED DAILY_ 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR 8. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT Q STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, ZO 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. PRIOR TO COMMENCING DEMOLITION WORK. 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE W 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, > STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE Q 0 m X PAVEMENT. w 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD LO.I - 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. SURFACE. 5 ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTTC SL1 OR AP Z V ! , PRIVATE UTILITY NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO SHALL APPLY. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE APPROPRIATE UTILITY COMPANY. 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46, 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED., IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B/CS STANDARD DETAIL D3-02. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & STRUCTURES. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM')UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTR.UCTi.ON SHALL .BE RESTORED TO EXISTING CONDITIONS OR BETTER. 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. ft uj see < it- z z 10 `� U 0 0- W CL Yin _ �Y//II O 1.L O i Z t.t.6 Cr) 0' W 0o z PO Ld Y cn Wry F- V_ _j U m J11. 0 co 0 0 O J y Li F_ W Cr� CLIENT INFORMATION CRAIG & .CAROL INVESTMENTS, LTD. c/o CRAiG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAILCOM PH: (979) 695-9955 F.X.- (979) 695-9944 FILENAME: 0451 CV1 A I SCALE: N/A SUBMITTED DATE. 2/l/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0451 AMW--�_ 0ml SHEET 2 OF 8 0 10 20 SCALIC; 1" = 10' 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) / / . / 56 .00 !� VARIABLE WIDTH -� DRAINAGE EASEMENT / (268/795) �GRAPICALLY MAPPED' / ' ///�� I ,p �00-YR FLOODPLAIN & / FLOOgAY (<ONE.AE-)" / / dm (SEE -CIVIL SITE -NOTE #1) /� CONTRACT SHALL PLACE SILT O FENCING UNTIL ADEQUATE / io MEASURES ARE IN PLACE TO KEEP '"� _ 10 f, s '� / /� __ '� / / ,� / SILT FROM DISCHARGING INTO CREEK OR ONTO ADJACENT - / $$ e► '' `/ -��' / / PROPERTY (DO NOT ENCROACH - -� 000 P WIDOHEDRAIIJRAGEL� -� / INTO FLOODPLAIN/FLOODWAY) o •/�/' / / �/ -/ '/ EA -SEMEN APPROXIMATE LIMITS OF HYDRO -MULCH SEEDING CONCRETE WASH OUT AREA ��- (1,370 SQ.FT.) I (PLACE AS REQUIRED) i --'" /' / /. 1 j2„ I.R.F. + + + r _++ : i. 1 + + - - + + t + + F t + + f 5/8" I.R.F.\ % / f/' / — / / —r F +<+ F++i �iT + + ++ / j -i ./'/ !fl i// �- ill "MS _ 4 + + + + , �� Ir ✓ ' / _V +F F 1 ++++++++;+ /! T F + r i + +k + + + ++++j T + +y+ + F4+ + , 5/8 I.R.F. r /+ r //i �( + + + + + + + + + +I+++ + + if + / �k + +T+ 10' P.U.E. (279/431) 0000"llp + + ++4+ + + + + + / + + + + + + a- + + + + IPB 10' P.U.E. +F+ ++++ L.P. ' + + } + 77 i F h } F r F-1 I TYPICAL INLET PROTECTION + tr + `++ BARRIER - PLACED AT �+�++++ „ ALL INLETS UNTIL GROUND ++++++++ to COVER HAS BEEN %+ +++++Ai- 4 DETENTION �' _ - ESTABLISHED ++}+.F++ +-FT-FAl m FACILITY % + + _-- `` ++}+�F+}+++++}I N + +} + -k .t + .k + + } i- +I % 289 / SAW + EXISTING CURB & CUT & REMOVE ++ +F+T+++i } W + / / }/ PAVEMENT - AS REQUIRED \ ( + I- k z 290 +1+ SAW CUT &REMOVE . f — -� :. y . ;- � � l J, ++.k + -kii-1 j EXISTING CURB F F'k>� a.+l AS REQUIRED 00 14) — I 1 to OBLITERATED r? OBLITERATED I EXISTING PARKING LOT 9, BLOCK TWO rf N t STRIPE 6" CONCRETE PAVING F.S. KAPCHINSKI z / 24 PRIVATE CROSS (CALLED 0.298 ACRES) .1 ACCESS EASEMENT — -- i♦ ZONED: R-1 f----(991a�126r 293— j i } r � � / ! / NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) CABLE/TV I 15.00 PEDESTAL [UFFER. YARD. I1 I i rf I � I--j---I--------) 6' W,�LK. � - - - - -- I i-------- -, a.B, I 1/2" I.R.F. / I I LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) ZONED: C-1 NOW OR FORMERLY MCCRORY, DON B -UME 3783, PAGE 262) PLAN NOTES: 1. REFER TO SHEET CO.1 FOR EROSION, DEMOLITION, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. 3. REFER TO SHEET L1.1 A FOR ADDITIONAL SEEDING AND SODDING REQUIREMENTS. T.B.M. #1~ SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=296.57'-NAD 83) EROSION CONTROL LEGEND FF FILTER FABRIC FENCE (REINFORCED FFF MAY BE REQ'D) RFB REINFORCED FILTER FABRIC FENCE SC STABILIZED CONSTRUCTION ENTRANCE IPB INLET PROTECTION BARRIER (PH 2) RF01 ROCK FILTER DAM (TY 1), SEE TxDOT STANDARD EC(2)-93 SIDESLOPE EROSION CONTROL HYDRO -MULCH SEEDED EXISTING GRADE !I Q W a0 O rz x 1f coD m SYMBOL & LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR Dam WATER VALVE Owl WATER METER ®E+ ELECTRICAL TRANSFORMER ®r,m GAS METER o lH MANHOLE ®C.O. CLEANOUT 411l FIRE HYDRANT NT' TELEPHONE PEDESTAL RE Al AREA INLET OB JUNCTION BOX 0-4AL AREA LIGHT (GROUND) . PB FIXED PIPE BOLLARD CURB INLET — - — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (.,AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE WN"IRACTOR IS TO LOCATE ANY ffil ,ILL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. METAL "T" POST WIRE MESH FENCE (ATTACHED TO POST) FILTER FABRIC (ATTACHED TO WIRE FENCE) DETAIL $$A$$ nE SILT FENCE TOGETHER AT JOINTS MTH NYLON CORD COMPACTED FILL GROUND 3' LONG METAL "T" 24" HIGH SILT FENCE, AS 0 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT EXISTING GROUND -\ /� ~� COMPACTED FILL {.1__�_ 1 j SEE DETAIL "A"` (DOWNSTREAM.) 1 _/WIRE & SILT FENCE BURIED 6" BELOW GRADE (UPSTREAM) SIDE VIEW SILT FEN CI N N.T.S. GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER z 1 � PLASTIC 8" MIN LINER 1 F�M EXISTING SUBGRADE VARIABLE WIDTH P.UE. Ah n- (1834/637) VH O G 1 NOTE: INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS STANDARD DETAIL SWPP1-03 8' MIN. CRUSHED ROCK RUMBLE, ELEVATION VIEW WASTE MATERIAL OR COMPACTED WASTE SUBGRADE TOP 18" MIN 8'x8' BOTTOM PIT AREA. (MIN.) EXPAND AS NEEDED Q- I— GEOTEXTILE BAGS FIL-ED WITH SAND OR GRAVEL TO ANCHOR. PLASTIC U14ER TOP IEWED OR . .MPLIANCE PLAN VIEW my 51201Z 0/v NCRETE WASHOUT COLLEGE i' T b N.T.S. ENGINEERING F R 607 EASTMARK DR., STE. 252 <77840> OST OFFICE BOX 9253 :OLLEGE STATION, TEXAS 77842 ;MAIL: civil(armengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 'ERAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION . BGN A. METC F •0 �� 88 83 eota o Z 0 w _ O1J Q- x LEI 0 X YX x z Li 1 ~ F— V w CD Z Y<Z YZ 0 < 0 .0 IlV) CL o z Y Imo— a Q 1_Q p U m 0 V�W O0 J ry Z�W m<- L i F— ��� (00 3 CL �0 l v O 0 F— 0 1- Cn LaJ �— ® Vt CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 C RAI G@ SYSTE K MA I L. C O M1 PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451EClA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 0451 ISO SHEET 3 OF 8 LOT 1R, BLOCK TWOI PLAN F.S. KAPCHINSKI w (CALLED 2,616 ACRES) NORTH 1 /2" I.R.F. I ` Z CO 1 /2" I.R. f( ZONED: C-1 2 0 Ll- o S 21 • ' ' L RASE TWO DEVELOPMENT I I NOW OR FORMERLY Q = o �- MCCRORY, DON B I w f- co AREA .(9,648 SQ.FT.) (VOLUME 3783, PAGE 262) I °� p w _ T ?.5' B G. LV SETBACK ORIGINAL PHASE ONE - 0 20 40 BOUNDARY LINE - `- -- --_ _ _ rl VARIABLE WIDTH P_UE. GRAPHtCA Y MAPPED � CABLE/TV �� M.H. 100-YR LO DPLAIN' & PEDESTAL (1834/637) 10' P.U.E. SCALE: 1" = 20' FLOODW Y ONE AE - PROPOSED PAVEMENT 8c �._ (279/431) }L L.P. :}, EXISTING WOOD (SEE CIVIL TE OTE #1) , PARKING AREAS p -` -` � FENCE ( .O J.B. v J.B. FE 287.50' g R.F. '� --'® S 21.47'47� E 297. • 10' P.U.E. \ T (384/346) P.P. _ 5/8" I.R.F. _ J.B. TYPICAL WIDE a �: i 4 7.5 BLDG. SETBACK PAINTED STRIPING, _ 4 . --��- ----- _______- re, C.O. PROPOSED 6 O (WHITE) as 35� _ =°•4' 34 '.. 23 -- _ oo I C.O.'- PUBLIC ACCES \ \ ' .�[p. ° .° a •° . ; a O ° j-4=N4 - - -✓ EASEMENT4d O E.M. da_ O 'P.P. rr WM 3. 00' ° : d Q I I I ( D.C.V. © L i •` ? ( I- C9 \ N m X d ° ° I PROPOSED 4'x4' L_ o • ; a ° o o TRANSFORMER \ Or I ( I ELECTRICAL i W.M Z , A.ta °. : .x x O I EASEMENT PAD I ca ., \ \� : c� W! a a d 24.00' o--I- -----I ( P.P. rL W a °.1a Ae, -I- L j O a.4a : a :a I I SYSTEEEEE-C'OMPUTiNG Q ca ' �Z 4 --- \ \ I • 68 - 39 ; �d' :d •" '.'' cn � I - T - - Q � �' r �' � p 4 1- STORY AXE 1 0, (21 y�iIT-35'6") I "' .j ti -� I I GROSS AREA = 7,084 $Q.FT. ( 1 I 0 3 - - - - - I IFC CONSTF�UCTION TYPE = HB I = Q \ \ ° OD W rl I 00 w I 366 w N7I1/ �a U 1' BAY FRONT LOADING DUMPSTER R�$;a 4 . - °� ( ( ( I I Q 4o Q oQ PAD w/8 HIGH SCREENING WALL a. _ d.. I 1 •� (MATCH FACADE' OF BUILDING) & 4 : 4 a . ,b C• ( I 16 ! '- -! - -'- -' f i 6i WALK ! _l-� 2-6' PANEL STEEL GATES - SEE s ( I{ I I I I I I w 4, �. CIVIL SITE NOTE #6 12 5'° N I - 115 REG. SPC (91'x18') 2 H/ =142. O' a ( \ I 972Q. v� ' SFT . L i ao 15 O SQ.FT.Cd PROVIDE 12'-0" MINIMUM \ DETENTION FIRE LA E CLEARANCE (BOTH DIRECTION) IN FACIL►TY THE INTERIOR OF THE DUMPSTER \ 8 I o 6" CONCRETE PAD - SEE DETAIL SHEET C2.1 ,� -� � W PAVING 0 �Ld r PROPOSED VARIABL� C' 0 41 -D FIRE LANE \ W DTH DRAINAGE EA EMENT n - co \ _Cp-� \ N 7.5' BLDG. SETBACK N 24'375fi W - 31 5/8" I.R.F.FIRE LANE \ STRIPING LOT 18-20, BLOCK FOUR \ LOT 9, BLOCK TWO REDMOND TERRACE (CALLED 2.714 ACRES) \ i VARIABLE WIDTH F.S. KAPCHINSKI RAIN.AGE EASEMENT (CALLED 0.298 ACRES) ZONED: R-1 \ (268/795) ZONED: R-1 NOW OR FORMERLY \ NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC (VOLUME 3783, PAGE 262) \ WATSON, WILLIE V \ - - - - - - - - - - (VOLUME 3783, PAGE 262) - - CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100-YEAR FLOODPLAIN & FLOODWAY (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008_ 2. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM CALL BEFORE YOU DIG A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. TEXAS ONE CALL SYSTEM 3. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR 1-800-245-4545 AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 4. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES 5. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 59% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID CURB NOTE: EXPANSION JOINTS TO WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE R BE PLACED AT 60' INTERVALS AND OF WIND BLOWN LITTER FROM THE PROJECT SITE. . 6" AT ALL RADIUS POINTS, P.C.'S, P.T.'S. 9. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, CONSTRUCTION JOINTS SHALL BE DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PLACED AT 20' INTERVALS. PERMITTED CONTRACTOR(S) ONLY. _ 10. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, 3„ . PREPARED BY THIS OFFICE, DETENTION WILL BE REQUIRED. 11. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. N ` . 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. t D N I I L F THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. • -a ' ; e FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 13. THIS FACILITY IS A MULTI -TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS 3„ PAVEMENT 1,771 SQ.FT. (7,084 SQ.FT. x 25%). REINFORCEMENT 14. 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 6R1, BLOCK TWO. a = #4 BARS TYPE IA - MONOLITHIC SPACES THE PURPOSE OF PHASE TWO DEVELOPMENT IS TO EXPAND THE EXISTING PARKING LOT FROM A TOTAL OF 31 PARKING SPACES TO A NEW TOTAL OF 41 PARKING SPACES. CONCRETE CURB & GUTTED 16. .ENCROACHMENT INTO THE FLOODWAY IS NOT PERMITTED. THE PARKING LOT AND RETAINING WALL, BORDERING THE FLOODWAY, SHOULD BE CONSTRUCTED ENTIRELY FROM THE PARKING LOT SIDE OF THE WALL TO AVOID ANY ENCROACHMENT N.T.S. INTO THE FLOODWAY. I r 16' W�LKLEM I 04 i�l528 24' PRIVATE CROSS ACCESS EASEMENT (9917/126) FIRE LANE [BUFFER WALL I FIRE LANE SIGN SQ.FT. .I 1/2" I.R.F. W W Ld � W ��� �0U) ��o LL:o� �n 0 2& G.V. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE => GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE 0wm WATER METER ©Qcv DOUBLE CHECK VALVE ®Ev ELECTRIC VALVE ®ev BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER OOMH MANHOLE OC-0. CLEANOUT 4FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL A{ AREA INLET pB JUNCTION BOX o CURB INLET Y PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE N.T.S. I oo�\A-/ CITY OF COLLE�q r STA 0 "9S N F.S. KAPCHINSKI: LOT 6R1, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TX PROPERTY INFORMATION F.S. KAPCHINSKI LOT 6R1, BLOCK TWO (VOL. ___, PG. N-) (1.113 ACRES or 48,504 SQ.FT.) ZONED: C-1 NOW OR FORMERLY CRAIG & CAROL INVESTMENTS LTD (VOL. 9015/10462, PG. 16/218) PLAN NOTES: 1. REFER TO SHEET COA FOR SITE, PARKING, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR SITE, PARKING, AND MISCELLANEOUS DETAILS. 3. UNLESS OTHERWISE NOTED ALL RADIUS ARE 4.0' ALONG THE BACK OF CURB. PARKING REQUIREMENTS: ORDINANCE: OFFICE - 1 SPC/250 SQ.FT. REQUIRED: OFFICE (7,084 / 250) = 28.3 SPACES TOTAL REQUIRED = 29 SPACES PROVIDED: REGULAR = 39 SPACES H/C = 2 SPACES TOTAL = 41 SPACES ISLAND REQUIREMENTS: THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS INCLUDE THE REQUIRED AREA, AND EXTRA, FOR .SINGLE OR DOUBLE END ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN BELOW. INTERIOR PARKING = 34 SPACES REQ'D INT. ISLAND AREA=(34/15xl80)=408 SQ.FT. PROVIDED INTERIOR ISLAND AREA = 420 SQ.FT. REW D F COMPLIANCE MAY 3 12012 /p COLL i TIOW Tr _ N INEE i ;f.....{ ED 3P a +IV N' _r REQUIRE CQMpLIANCE JUN 0 1 2012 COLLEGE $"ATlON DEVELOPMENT SERVIC�� PLAT ��LEb e - 7607 EASTMARK DR., STE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED CONSTRUCTION 3/19/1 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F CONSTRUCTI "w 1 Z O t VO Z CL x L li z 0 f- z Ld Z W �_ _ - 0Jw Z{1 O Y WQ_ o _~U) `� a R� � N o ` m < of? K) Ljj in En LLj 0 tr W 0 fQ 01 ©o 0 0 Y uj V i V i CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAI L.CO M PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451SPlA I SCALE: 1"=20' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO PROJECT NO. 225 - 0451 SHEET 4 OF 8 1 0 10 20 SCALE: 1" = 10' LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) f 1/2- I.R.F. PLAN NOTE: 46 .1 ,� / / , / / - ENCROACHMENT INTO THE FLOODWAY IS NOT PERMITTED. THE PARKING LOT AND RETAINING WALL, BORDERING THE FLOODWAY, SHOULD BE CONSTRUCTED _GRWPICALLY MAPPED ENTIRELY FROM THE PARKING LOT SIDE ---1-____00-YR FLOODPLArN & OF THE WALL TO AVOID ANY FLOOPDV ..AEA` JAY �ZONEA- ENCROACHMENTINTO THE FLOODWAY. (SEE -CIVIL SITE-NCitE #1) PROPOSED -V_A_RIABLE---- -­­BFE-287.-5C_ .00 DRAINAGE EASEMENT OD co c! 1A kbrArl 400 fop 1/2 VA- T C=291.-25' T/C=291.25 T/G=288.90' 5/8- I.R.F.♦ 7-r T G=289.00. -T/C=291.32' T, cl TI/G=289.00' MODIFY POND BO & SIDESLOPES PER CROSS-SECTION 1- T/C=291.25' th ru 3 000 T/C=291,25' \-5/8 I.R.F. T/C=291.25' TOP OF WALL 291.25' T/C=291.25' T/C=291.25 Japr T/C=291. 1' I T/G=290. T/C=291.2 ILU F/L-287.50 19 0.96% 0_96% > 10 T/C=291A7' L.P. MODIFY EXISTING DETENTION I 'WEIR 'SHAPE AS FACILITY _T/ _C=_2 9 71. _147 < z SHOWN < 101-1 0 T/ 34.43 L.F. OF 4' \ // WIDE CONCRETE T/C=291,25' 4'x4' AREA INLET Ti 21' to PILOT CHANNEL @ -GRATE=290.35' Ic COO) T/.C==291..2_5' -11.00% SLOPE FA(N)=287.91' c%j 2 Z 66.38 L.F. OF 12 0 0 •w L0 DRAINAGE PIPE 0 1.00% a OF3C WIDE CURB 3lr CSLOPE-BACKFILLED A N ro LEAVE -OUT- %w/CEMENT STABILIZED SAND T,'/C=290 so' T/P=289.20' . / '\ 1 C%4 — — — — — — — — — — — — — — — — — — — — — — -- 0 04 Go co 04 T/ T/C=290.95 z F/L=288,50' DD r- Z N C-,,"91.06' "-2.78% -1.00% I-T-/C-291.26'1 4' WIDE CONCRETE FLUME CONCRETE HEADWALL/RETAINING WALL (12-0 PIPE) F/L=287.85' 91.4-5, MATCH NEW PAVEMENT TO EXISTING PAVEMENT ELEVATION & GRADE fi MATCH NEW PAVEMENT TO EXISTING 'PAVEMENT ELEVATION & GRADE MATCH NEW CURB TO EXISTING PAVEMENT ELEVATION & GRADE FLUSH —29-3— EXISTING 12"o STORM DRAIN 1-5 6" CONCRETE PAVING —294-- � III ED I — — — — — -- 6' W LK J.B. _ M I I f - - - - - - T-, I I TV/CABLE PEDESTAL LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) PLAN NOTES: 1. REFER TO SHEET COA FOR GRADING, DRAINAGE, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23-NAD 83) GRADING LEGEND <= DRAINAGE DIRECTIONAL ARROW TOP OF PAVEMENT T/C= 100,00 1 TOP OF CURB IT/W=100.070 TOP OF WALL IT/G=100.001 TOP OF GROUND OR GRATE CONCRETE RETAINING WALL CONCRETE RETAINING WALL EXISTING GRADE CONCRETE RETAINING WALL EXISTING GRADE CONCRI RETAIN W, EXISTING GRADE 0o, -0., MIN) SYMBOL & LINE LEGEND QS POWER POLE LIGHT POLE GUY WIRE ANCHOR mwv WATER VALVE zwm WATER METER REM ELECTRICAL TRANSFORMER (DGM GAS METER OMH MANHOLE 0c.0. CLEANOUT -9117H FIRE HYDRANT OTP TELEPHONE PEDESTAL IN Al AREA INLET BiB JUNCTION BOX 0-4AL AREA LIGHT (GROUND) a PB FIXED PIPE BOLLARD CURB INLET BUILDING SETBACK LINE PROPERTY LINE EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT 24" 51' I CALL BEFORE YOU DIG TEXAS ONE 01,1, SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARN'INM: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE rORALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. TOP=291.25' STAGE 2=290.75' t LGE 1 =287.50' 12'-3" PROPOSED GRADE--\ CROSS—SECTION N.T.S. Z2XCROSS—SECTION N.T.S. CONCRETE CURB w/FOOTING PROPOSED GRADE CONCRETE CURB DRM DRAIN PIPE VIEWED FOR COMPLIANCE MAY 3 12012 COLLEGE �i IIAT OW 7607 EASTMARK DR., STE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: eivil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARK I DATE I DESCRIPTION 0 Its SUBSTANTIALLT A% C0 m ftsmT umr c E I S bAft UED FOR CONSTRUCTION 3/19/12 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR Art z 0 V) z z x uj IOL 0 x X z?=7 0 LLJ 3: ft < z 0 >: a- w -io z < CL 00 0 < Li _r U) 0 F N 0 < cl 0 V) Qm 048 _D a- Ld Y Z 00 0 F- z _j< 0 F_ M z D r%.1 _j Of LLJ too 0 ui 1- _1 0 -1 _j 0 0 0 0 C) Ld V) CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. C/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKKkAlL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451GPlA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12,3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A I PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 0451 SHEET 5 OF 8 O 10 20 SCALE: 1" = 10' 5/8" I.R.F. f i f M -� N i 06 M s to L0 ;7 N f z f 1/2" I.R.F. LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) /^ r r 133 36 46•N8 °, '�� f ems",,,• f - r s d � lio s 34.43 L. F. OF 4' WIDE CONCRETE PILOT CHANNEL TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 w/FOOTING) EXISTING CONCRETE RETAINING WALL 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) 8" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE w p — — E — _(— E — \---� CONCRETE HEADWALL/RETAINING WALL PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS @ 24" Q.C. TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1.A) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 w/FOOTtNG) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) 6 CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE TYPE 1 w/FOOTING 12.00' (TYP) TYPICAL ISOLATION JOINT AROUND GRATE INLET ------L— E--,--I--- ALIGN JOINTS w/EXISTING PARKING JOINTS (AS FAR AS PRACTICAL) TIE TO EXISTING PAVEMENT w/EXPANSION JOINT & 18" LONG #4. DOWELS 0 24" O.C. 6" CONCRETE PAVING Q W r f f LIMIT OF TYPE 1 w/FOOTING & TYPE 1A CURB qk bc .000 �$• $1aJ r r S 2 5/8 I.R.F. f TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) L. P. cri f f N I W h d- f� N f f LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) f I i f lF ❑� f f I---- 6' W.LK.IT, _ J.B I i CABLE/TV PEDESTAL PLAN NOTES: 1. REFER TO SHEET COA FOR PAVING AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR PAVING & MISCELLANEOUS DETAILS. PAVING LEGEN CONTROL JOINT C CONSTRUCTION JOINT --E-- EXPANSION JOINT SYMBOL & LINE LEGEND �ZS POWER POLE LIGHT POLE GUY WIRE ANCHOR mwv WATER VALVE ®wM WATER METER REM ELECTRICAL TRANSFORMER ®GM GAS METER MH MANHOLE ®C.O. CLEANOUT 4m FIRE HYDRANT OTP TELEPHONE PEDESTAL ® AI AREA INLET a B JUNCTION BOX 0-4AL AREA LIGHT (GROUND) e PB FIXED PIPE BOLLARD CURB INLET — - -- BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT S _r(D CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) tVARNIRG'.`.: 711E CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL UAILIGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. r t 3 607 EASTMARK DR., STE. 252 <77840> OST OFFICE BOX 9253 'OLLEGE STATION, TEXAS 77842 MAIL: eivii@rmengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 'EXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR Z 0 W Z a_ x W V x w Ww J► <z Z < c < w a Q _I = F_ Y CL Cr_ 6 0 L uj D C.L Q_ 0 L) 0 0 y LAJ I" V) U) CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD.. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAIL. COM- PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451PVlA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0451 Im A SHEET 6 OF 8 EXPANSION JOINT, SEE THIS SHEET CONCRETE #4 BARS @ 9" APRON N-O.C.E.W. R CONCRETE w/DOMED FINISH 1 1 6" O-.D. STEEL PIPE x I (SCH-40) PRIMED coI & PAINTED (COLOR FINISHED I I AS SPECIFIED BY PAVEMENT THE OWNER) (I d VN dl I 4 CONCRETE t (CLASS B) 18" 0 FIXED PIPE BOLLARD . 4fP •.e � a �/ -N #4 BARS Q I' 9" i #4 BARS 0 9" 18» (VERT) (HORZ) SECTION e N.T.S. Z. VARY HEIGHT AS 9„ REQUIRED TO " PROVIDE LEVEL #4 BARS O.C.E.W. � SURFACE FOR WALL 00 z .. BARS @ 9» (H ORZ) #4 BARS @ 18 (VERT) SECTION A N.T.S. T�. N.T.S. PROPOSED GRADE (4H:1 V) - PROVIDE #4 DOWEL ® 18" O.C. & THICKENED EDGE 0 PILOT CHANNEL CONCRETE PILOT CHANNEL (SEE DETAIL, THIS SHEET) 8' HIGH SOLID SCREENING WALL (MATCH BRICK & STUCCO OF BUILDING) c1 4" O.D. (SCH- 40) M GALVANIZED 6„ CORNER POST (TYP) 1.00% (MIN) i� SLOPE B {/'_ //► a vTb VL• 12'-0" CLEAR (MIN) a. 9 1.3'-6" • - , - ` - A' BEDDING TABLE IDENTIFIER BEDDING INITIAL FINAL TYPE TYPE BACKFILL BACKFILL CLASS III - COMPACT CLASS II - COMPACT IN 6" CLASS IV B - COMPACT IN 8" IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD 90% STANDARD STANDARD PROCTOR PROCTOR DENSITY @ 0 TO +4% NON- PROCTOR DENSITY 0 DENSITY @ 0 TO +47. OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE AREAS OPTIMUM MOISTURE CONTENT - WORK IN CONTENT - LEVEL AROUND PIPE BY HAND TO FINAL GRADE BY PROVIDE UNIFORM SUPPORT HAND UP TO SPRING LINE CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B - COMPACT IN 8" PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS- PROCTOR DENSITY 0 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT - COMPACTION ACCOMPLISHED BY MECHANICAL TAMPING 2 - 6'x8' GATES w/LOCKING PIN (WHERE APPLICABLE) #4 BARS tom? 9" O.C.E.W. CLASS V: SALVAGE TOPSOIL (IN NON-STRUCTURAL AREAS) TRENCH WIDTH EXISTING I--, MAX PIPE O.D.+24" GRADE z MIN = PIPE O.D. +12" ASTM D2321-89 m \\\ ::°•.:= ":;::=:..': - a- 'V:: ;::°;::. !\\\�� CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES J J M = z - CLASS IB: ANGULAR, CRUSHED ROCK AND SAND WELL GRADED TO MINIMIZE MIGRATION OF ° ADJACENT SOILS. LITTLE OR NO FINES. z c� _ a m CLASS 11: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET SPRING LINE -_ ________ ==:'__== ............. THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER OF PIPE _ PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. .............. -- - - t9 ^ Z \`"2-#4 BARS /\ (CONT.) // #4 BARS @ g" O.C.E.W. Ile 12"0 PIPE 00 V) w x PILOT CHANNEL NOTES: 1. CONCRETE SHALL BE CLASS "A". 2. PILOT CHANNELS SHALL HAVE CONSTRUCTION JOINTS EVERY 20' WITH EVERY THIRD JOINT BEING AN EXPANSION JOINT. WIDTH VARIES SEE PLANS 6" [..- I #3 BARS Cal 12" O.C.E.W. CONCRETE PILOT CHANNEL N.T.S. CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. �» R 6- PAVEMENT 3" REINFORCEMENT <° � !L Q W �. 12" LAP 1(— //\ ,. • . _Q :.. / #4 BARS CcD 48 O:C.E.W. •- j\` ° ' /�� (TIE TO CURB STEEL) /` � • .Q - \/ 9" s = #4 BARS TYPE 1 — w-IFOOTING N.T.S. EXPANSION (ISOLATION) JOINT -LOCATION VARIES VARIES 36" PIPE SIZE, TYPE & GRADE, SEE DRAINAGE PLAN NEENAH FOUNDRY GRATE, MODEL R1878-10A (PAVEMENT AREAS) \�1 & MODEL R1879-10A (ALL OTHER AREAS) PLAN VIEW EXPANSION (ISOLATION) JOINT -LOCATION VARIES GRATE FLUSH w/GRADE IN PAVEMENT AREAS CONCRETE SLOPE TO GRATE IN PAVEMENT 7 NON -PAVEMENT AREAS 1.00% MIN CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO o -�� -� �: ��!�\�/%\/ /' #4 DOWEL (18" LONG) -J NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH @ 18" O.C. ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND EQUALLY GENERALLY MEETS THIS REQUIREMENT. SPACED #4 -BARS @ 12" O.C.E.W. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC) (ALL SIDES) INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >'A" LIME. REQUIRED BY THE ENGINEER AND SEE _SPECIFICATION .ASTM D2321-89 FOR .DETAILS. REPLACE w/A FOUNDATION OF CLASS 1B MATERIAL, COMPATED IN 6" (MAX) CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). LIFTS TO 85% STANDARD PROCTOR INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS-, FINE SANDY OR DENSITY SILTY SOILS, ELASTIC SILTS. CLASS V. ORGANIC SOILS. MATERIAL OF THE ABOVE CLASSES. ALL ROCKS, FROM THE TRENCH WHICH -DOES -NOT -MEET THE REQUIREMENTS LUMPS, AND CLODS MUST BE REMOVED FROM THIS MATERIAL TRENCH BEDDING FOR ADS PIPE PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN N.T.S. NON-STRUCTUAL AREAS. tD 3'-0" (MIN) + O:D:+12" i SQUARE o z 6l= w _ a (TYP) :ca 12" (TYP) 6" THICK CEMENT #4 BARS @ 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) ELEVATION VIEW AREA CRATE INLET N.T.S. .! R CURB NOTE: EXPANSION 6" JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL 3" `:., : •�� ¢ BE PLACED AT 20' INTERVALS. s � N 4 . •p nQ, i� " 3 PAVEMENT REINFORCEMENT s = #4 BARS TYPE IA — MONOLITHIC ON —SITE CONCRETE CUR-6 &GUTTER N.T.S. METAL KEYWAY PLATE N.T.S. 12"-#4 DOWEL @ 12" O.C. METAL KEYWAY .Q . a T=6" - #4 BARS 0 18" G.C.EW. T=8" - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME &. 8% FLY -ASH. BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. CONSTRUCTION JOINT N.T.S. SEAL w/EXPANSION JOINT MATERIAL .#4.SMOOTH DOWEL, 18" LONG J"R & SPACED @ 12" O.C. (COATED w/HEAVY GREASE) . QY. NON -EXTRUDING_ FILLER 3" LONG METAL OR PLASTIC CAP, 6" LIME -FLY ASH STABILIZED SUBGRADE INSIDE DIAMETER TO BE 1 /16" GREATER (2% LIME & 8% FLY -ASH BY DRY WEIGHT) THAN DIAMETER OF DOWEL. CAP MUST BE COMPACTED TO 95% STANDARD LONG ENOUGH TO COVER 2" OF DOWEL PROCTOR DENSITY (ASTM D698) AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60' INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & OPPOSITE Pis AND ON ALL HORIZONTAL & VERTICAL CURVES. EXPANSION JOINT N.T.S. SAW CUT, SEAL WITH JOINT " TO MATERIAL. SEALING NOT J"R - REQUIRED IN CURBS. T=6" - #4 BARS Q 18" O:C.EW: T=8" - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. CONTROL JOINT N.T.S. µ`+ = — 7607 EASTMARK DR., S'TE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, 'TEXAS 77842 EMAIL: civil@rmen&eer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION TIL0 Its L OMPLETE 1 CONSTRUCTION 3/19112 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F CONSTRUCTI 4 Z _0 IV) Z -� x o_ W Q > v) uj 0 F- m w zrW�� F- 0'_ J 0 : W zz Q Q� rz v- < w � Y 0 0 < o ¢ I'- m ® w o C- W 00 z ci 3. cc,,3� uj Y U) a"Gi � ! oo �J mw 0 r0 _ z -o (0 U > 0 C) ~ 0 Q- w F- W 1) CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION TX 77840 CRAIG@SYSTEKMAIL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451 CV1 A SCALE:AS NOTED SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. 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