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Home My WebLink AboutDrawingsPRQECS BENCH MARKS IBM 1 MAG NAIL IN ASPHALT N: 68512.8616 E: 53316.7237 ELEVATION: 346.02' BOYETT STREET TBM 2 50' ROW. 27' PAVEMENT "X" IN CONCRETE .f281 LF TO N: 68477.2017 E: 53351.2761 W 5 PtRE HYD.IMN'T Imo' ELEVATION: 345.67' EXISTING 2w�_6 ISTING t 170 LF TO 6" WATER LINE ROPOSED TREE & WATER LINE PIRA' 0949TREE GRATE -W6 W-6 HYIIRANT vv-r,W� 1ty_g W-6 W --B W-6 W-6 Al W-2W-2----a'f-r . � PRO POSED 8' SIDEWALK W/ EXISTING GAS BRICK PAVERS METER 1 OVILVINU bL E WAUK PAVEMENT EXISTING BUILDING NELSON RENTALS INC. BOYETT. BLOCK 12, LOT 18 ZONED NG -1 10 5 0 10 SCALE IN FEET EXISTING OVERHEAD ELECTRIC UNE EXISTING CLEANOUT EXISTING OVERHEAD CHARLES H. SZABUNIEWICZ BOYETT, BLOCK 12, LOT 5 ZONED NG -1 ROBERT JOLLY i BOYETT, BLOCK 12, LOT 19 ZONED NG -1 EXISTING 6" SEWER UNE irSHlVarvivivi r'i I' >-0' MIN A 5 IiILDINGpSETBACK ' p D b \-TBM 2 ° -to -PROPOSED-SlDEOALK ° W/ BRICK'•PAVER.S. ° e j b. RETAINING WALL CONCRETE -rr-o » _}.�.... t=HINU WATER LINE, SIZE NOTED W- W EXISTING WATER SERVICE ------W�--W FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS, MAP N8 48041C0E305E, PROPOSED WATER SERVICE s-6 S -s EXISTING SANITARY SEWER LINE, SIZE NOTE[ -S-S- ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE 8 HORIZON EXISTING SANITARY SEWER SERVICE -S-S- RICHARD B. KENNING PROPOSED SANITARY SEWER SERVICE ST -- ST ST EXISTING STORM SEWER PiPING ST _- ST ST PROPOSED STORM SEWER PIPING UE UE EXISTING UNDERGROUND ELECTRICAL LINE UE UE PROPOSED UNDERGROUND ELECTRICAL LINE AE- ---AE COMPACTION SPECIFICATIONS. EXISTING AERIAL ELECTRICAL LINE -AE-AE- PROPOSED AERIAL ELECTRICAL LINE - ••---• --- N.T.S --- EXISMG CONTOUR, ELEVATION NOTED 284 PROPOSED CONTOUR, - ELEVATION NOTED -- 9• THE IRRIGATION SYSTEM MUST BE APPROVED - EXISTING EASEMENT ■Ii®1M1-I1111111 BEFORE SILT FENCE 2 SS HEX 801 NUT W/ CONCRETE PAVEMENT 28 DAY STRENGTH = 3500 PSI) J_STEEI_ REINFORCING BARS * 1. 4" MIN CAUPER TREE. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL. 4. AMEND SOiL PER NOTES. 5. STREET TREE SOIL BEDDING MIX. ZEE PLANTER DETAIL - A N.T.S NOTE- - .1. 60" X 60" NEENAH FOUNDARY •��. •' ` ° t • CAST IRON TREE GRATE MODEL ## :.• ♦ 4 D ,;. 'd •�., :• M �= R -8738-A1. � /Vix" }( 2. MATERIAL SHALL BE CAST IRON ASTM A-48, CLASS 358 FINISH, NOT PAINTED, 6" UME STABIUZED SUBGRADE TREE GRATE DETAIL NORMA SUE BOYETT MITCHELL (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) BOYETT, BLOCK 12. LOT 20N.T.S ZONED NG -1 X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN " 6 PAVEMENT •--LI P4 B " ARS 0 18 O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS TYPICAL CONCRETE PAVING SECTION N.T.S. EROSION 8c SEDIMENT CONTROL -NO GENERAL NOTES 6" WIDE CURB 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERlFWfING 714E EXACT LOCATION OF BRICK PAVERS !NTIlRE TIME THAT EARTH HAS BEEN BARED BY CONS7RUCTIE?i1. ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 FOR EDGING 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVERMEANS HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 1" THICK NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT _FROM LEA NG THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION T AND 2 ALL RADiI AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS SAND BED OTHERWISE NOTED. :'•_"::':" .: ��'.•'. � SILT FENCE AS NECESSARY. 5" THICK CONCRETE 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE 1 ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE ##3 REBAR (6" FOR DRIVEWAYS) EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DOI E EVERY BRYAN/C:t?LLF.GE STATION 2012 STANDARD DETAILS AND SPECIFICATIONS UNLESS 18" O.C.E.W 14 DAYS AND AFTER EVERY RAINFALL EVENC OF 1/2" OR MOR THE OTHER A STALED IN '% PLANS. ALL CONSTRUCTION SHALL BE COORDINATED WITH BRICK DIMENSIONS: CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT SrREErS AS THE CITY ENGINEER'S OFFICE. 1 " 7 " " A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 7jg X 3 X 2 4. ALL Un1 ETY LINES (waTER. GAS. SANITARY SEWER, Qi E, STORM SEWER, ETM) 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK ASN ED AND SHOWN ARE 'TAKEN FROM BEST AVAILABLE RECORD UNFORAfATION BASED ON PAMRN: MAINTAINED SD AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACK NG MUD CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT RUNNER' ONTO ADJACENT PUBLIC STREETS. AGENCiES AND/OR ABOVE GROUND FIELD EVIDENC F_ SHOWN POSITIONS MAY NOT BONDELECTRICAL CONDUIT FOR PARKING LAT LIGHTING 5REPRESENT AS -BUILT CONDITIONS. S. 714E CONTRACTOR REQUIRED TO MAINTAIN THE 7PDES GENERAL PER M!7 NO. . WILL BE SHOWN ON THE ELECTRICAL NOiE5: TxR150000 REQUIREMENTS ENTS FOR CONSTRUCTION SITES. 6. ALL AREAS WHERE EXISTING VEG ETA71ON AND GRASS COVER HAVE BEEN ATE PLAN. 1. BRICK PAVERS SHALL BE HOLLAND DISTURB® BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK 6. EXTERIOR BUILDING AND SiTE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 STONE BY PAVES70NE IN RIVER RED SODDED. AND WATERED UNTiL GROWTH IS ESTABUSHEA ALL EROSION CONTROL OF THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALT. NOT PROJECT COLOR. MEASURES' SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT •LIGHT ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOAW BY HORIZONTALLY. FIXTURE'S WILL BE MOUNTED IN SUCH A MANNER THAT THE CONTRACTOR.IPROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE I 2. ALL BRICK PAVING SURFACES SHALL IPTHATTttT COMPLIANCE WITH THIS WILL BE VERIFIED AT THE TiME OF BUILDING FOLLOW A RUNNER BOND PATTERN AS 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING.. INLETS SHOWN ABOVE. ADJACENT TO 1HE PROJECT SITE DEMOLITION LON LrrTIOIN NOTEc, 7. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE PROVIDED ON THE . LANDSCAPE & IRRIGATION PLANS. 3. CONCRETE SHALL HAVE A 28 --DAY 1.. ALL. CONSTRUCTION. ACM.M71ES, TO INCLUDE CLEARING. GRUBBING AND ING 8. BUILDING SETBACK LiNES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STRENGTH OF 3500 PSE SHAD. BE V47NN THE LIMIT'S OF DISTURBED AREA SHOWN ON THIS PLAN. STATION UNIFIED DEVELOPME la ORDINANCE BRICK PAVER DETAIL 2. THE CONTRACTOR SHALL FIELD VERIFY AND .LOCATE ALL EXISTING U71UTM ON s. SOLID WASTE S'TORAG'E AREAS, MECHANICAL EQUIPMENT. AIR CONDITIONING. SITE PRIOR TD DEMOLITION. ELECTRICAL METER. AND SERVICE COMPONENTS. AND SIMILAR DEVICES, WETHER GROUND LEVET. WALL MOUNTED. OR ROD' MOUNTED, MALL BE SCREENED FROM VIEW N.T.S 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, FROM RIGHT--OF-WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE AS SHOWN. PRIOR TO COMMENCING DEMOLITION WORK. SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE BUILDINQ SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE C OLOR% 4' THE CONTRACTOR IS RESPONSIBLE FOR 714E PROTECTION OF ALL UTILITIES THAT AND SCALE TO MAINTAIN A UNIFIED APPEARANCE ACCEPTABLEMETHS OF ARE 1D REMAIN IN PEACESCREENING SCREENS, AND VARIOUS tR EQUIPMENT INCLUDE ENCASE MENTS, PARAPET WALLS, PARTITION 5. THE CONTRACTOR SHAD. TAKE All. PRECAUTIONS TD AVOID DAMAGE TO ANY 24 EXISTING ROAD SURFACE. 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDD. S. ALL EXISTING 17E MS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED 11. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 DURING CONSTRUCTION SHALL. BE RESTORED TO ORIGINAL CONDITION, OR BETTER, SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 15" AT THE SOLE EXPENSE OF THE CONTRACTOR. 12. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SORE ENEO 7. SHOULD ANY E(IMG UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE I DESIGN RiGHT-OF-WAY OR RESIDENTIAL, DISTRICT WITHIN 15W OF THE LOT. MEASURED FROM ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS ,BEFORE A POINT FIVE FEET ABOVE THE GRADE TO EXISTING ALONG THE REAR OF THE LOT. RROCEEDiNG WITH ANY WORK IN THAT ATRIAL I& 1OOX COVERAGE OF GROUNDCOVER. DECORATIVE PAVING. DECORA71VE ROCK (NOT SITE SPECIFIC No1FS AANDDDDRAINAG E AREAS. THE PAIAL GRAM RKING LOT SETBACK, RIGHTS-OF-WAY.RED IN PARKING LOT �AND ADJACENT 1. THE OWNER.de DEVELOPER OF THE PROPERTY IS ROBERT JOLLY. THE SUBJECT PROPERTY DISTURBED DURING CONSTRUCTION. -- E" LOT 19, BLOCK 12 OF BOYETT STREET. THE PROPERTY IS ZONE O, NG -1. TREE -PLANTER NOTES NORTHGATE RESIDENTIAL 6" 7!f » O 2. PROPOSED BUILDING IS 3 STORIES, TYPE VB -SPRINKLED. I. TREES SHAH BE PLANTED IN A MINIMUM 4'-S' SQUARE AREA OF TOPSOIL E KIENDING 3» 3 `�" TO A DEPTH OF AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RE SMENT14L BUILDING )Be TYPE VB OF BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS WHERE THE 9,499 SF IS 2750 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED SIDEWALK IS NOT STRUCTURAL. OTHERWISE BEDDING MIX MAY BE REQUIRED WHICH DECREASES THE REQUIRED FIRE FLOW BY 5o X (1.600 GPM). ONE FIRS: 2 THE FOLLOWING SGML SPECIFICATION SHALL APPLY HYDRANT IS REQUIRED THE HYDRANT FLOW WILL BE PROVIDED BY EXISTING 3,r HYDRANTS. A THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE 1HE t- 4. THE DENSITY IS 25 UNITS PER ACRES {4 UNITS AT 816 ACRES). DETERMI NA710M AS TO 17S QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE CITY OF COLLEGE STATION UTILITIES PH. 979-764-6314 • 24` 14, ADX 1M 11' CLEAR INTERIOR OR PENINNGSHALL BE S 6! WOODEN PRIVACY PjHEE DUMP -STEER WE/N UEE . MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY ENT. THE PROPERLY OWNER 15 RESPONSIBLE FOR 111E REPLACEMENT 0 THE ENCLOSURE THE COMMERCIAL SPACE AND THE 4 MUL17-FAMILY UMTS VAL I EACH HAVE A SOLID WASTE CONTAINER THEY MUST ROLL TO THE CURB FORPICKUP' BEDDING IAIX„NDTES: Elm= ff: AND RETURN TO THE ENCLOSURE 15, A KNOX BOX SECURITY KEY SYSTEM SHALT. BE LOCATED ON THE BUILD NG. A 1. BEDDING MiX. A MIXTURE BY VOLUME THAT CONSISTS OF BOX SAND LOAM AND 2076 KNOX BOX SWITCH ON EACH GATE & KNOX CAPS ON THE FDC. COIdPE}STED HARDWOOD MULCH. I..3g".►�.ttg 30' MIN. 6'30' MIN, 6' i5'-►--."36"� 16. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE IS TION A. SAND LRAM: A CLEAN. FRIABLE, SANDLOAM OiL CONTAINING' LESS THAN 20.6 CLAY fiVALVE. THE LOCKABLE LID `SHALL; SUPPLY THE SAME: PROTECTION AS THE P OR THAT IS FREE OF ROCKS SUBSOIL. REFUM ROOTS, NOXIOUS SEEDS STICKS, -�`i fes- USA, LLS62 LOCKING LED AT MINIMUM. AN ALTERNATE LOCKABLE LID SW LL BE AND ANY CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. B. COMPOSTED HARDWOOD MULCH: A Jr MINUS PARTICLE SIZE, COMPOSTED HARDWOOD BIKE RACK DETAIL MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BKt-SOLS; NTS ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS; AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. 6' Cana Pvm't Q ALL MIXING SHALL TAKE; PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL 6' Curb Cleanout MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO 4 CREATE A HOMOGENOUS SOIL MIXTURE rA D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL. SAMPLES SHALL E 4' Dtairt Line OBTAINED RANDOMLY FROM THE LDT BEING DELIVERED TO THE SITE OR FROM THE ©' STOCK PILE: Perforated PVC w/Geot"-we Wrap 5' (Minimum) 8' Varies 6' Grote Frain w/ - Cone- Anchor (tp) Stab. Subgrade » _}.�.... I #4 BARS S. THIS PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING 1T3 TILE FIRM ;iii i:•= +°fiwiiliiu:~ _ g•` ^"�• �� OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. Tree Grace {Neenah Oz -•8713 FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS, MAP N8 48041C0E305E, (ee Paw Sldm alk X SMOOTH EFFECTIVE MAY 16. 2oi2 B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE 8 HORIZON E SIO18" EXPANSION DOWELS 3 RICHARD B. KENNING (SUBSOIL) SMS SHALL BE MOVED TO NON -PLANT GROWTH AREAS, OR AMENDED TOTAL SPACES REQUIRED 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DiSCHARGED " `"' '` '' Earth (typ) '' �; : w" - TO MEET ALL SPECIFICATIONS OF TABLE 1. BOYETT, BLOCK 12, LOT 4 SIMILAR TO EXISTING CONDITIONS. DETENTION IS PROPOSED iN A DETENTION POND. 2 CAR GARAGES C. BEFORE TOPSOIL iS PLACED. ALL AREAS THAT RECEIVE PLANTINGS WILL MEET CURB DETAIL 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WELL BE PROVIDED ON THE COMPACTION SPECIFICATIONS. {see"P PVC GRADING AND DRAINAGE PLANS. 0. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS N.T.S 8. THE DISTURBED AREA FOR 7HIS PROJECT Is 0.16 ACRES (6.950 SF). COMPLETED. THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPo) TO A DEPTH OF'20' BELOW FINAL TOPSOIL 9• THE IRRIGATION SYSTEM MUST BE APPROVED I E BEFORE AND INSTALLED PRIOR TO M 6' Layer. of 15 mll Maleture Barrier TOPSOIL INSTALLATION. CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF 18 TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 4' PVC Perfarated Underdroln DERIi1S AND MEETS PENETRABILITY STANDARDS. 1/. THE DETENTION :AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN 12. ACCESS SHALL. BE PROVIDED AT ALL TIMES FOR CiTY INSPECTIONS AWL TABLE 1. IF EXISTING TOPSOIL FAILS IN ANY OF !HESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR IMPORT SOIL ACCORDING TO THE C17YS DELIVERY. GARBAGE PiCK-UP. DIAL -A -RIDES, UTILITY. SCHOOL BUSES, AND HEALTH AND SAFELY -RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS OTHER TO RECOMMENDATIONS IN ORDER To MEET LISTED REQUIREMENTS, 1d8' EXIT THEIR VEHICLE. Q FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING 13. ALL ELECTRICAL IMPROVEMENTS IMPROVEMENTS SHALT. BE PER COLLEGE STATION UTItLT1ES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR $OIL TILL ADDED SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF V. ADD AN ADDITIONAL 4' OF APPROVED TOPSOIL 1D BRING THE AREA UP TO GXiADE. 6" Al EACH END THIS PROJECT, REFER -TO UTILITY SHEET AND CSU ELECTRICAL. DESIGN PLANS FOR Ll I DETAILS. 11111 fl� HIM CSU EMMICAi. CONTACT CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH. 979-764-6314 • 24` 14, ADX 1M 11' CLEAR INTERIOR OR PENINNGSHALL BE S 6! WOODEN PRIVACY PjHEE DUMP -STEER WE/N UEE . MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY ENT. THE PROPERLY OWNER 15 RESPONSIBLE FOR 111E REPLACEMENT 0 THE ENCLOSURE THE COMMERCIAL SPACE AND THE 4 MUL17-FAMILY UMTS VAL I EACH HAVE A SOLID WASTE CONTAINER THEY MUST ROLL TO THE CURB FORPICKUP' BEDDING IAIX„NDTES: Elm= ff: AND RETURN TO THE ENCLOSURE 15, A KNOX BOX SECURITY KEY SYSTEM SHALT. BE LOCATED ON THE BUILD NG. A 1. BEDDING MiX. A MIXTURE BY VOLUME THAT CONSISTS OF BOX SAND LOAM AND 2076 KNOX BOX SWITCH ON EACH GATE & KNOX CAPS ON THE FDC. COIdPE}STED HARDWOOD MULCH. I..3g".►�.ttg 30' MIN. 6'30' MIN, 6' i5'-►--."36"� 16. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE IS TION A. SAND LRAM: A CLEAN. FRIABLE, SANDLOAM OiL CONTAINING' LESS THAN 20.6 CLAY fiVALVE. THE LOCKABLE LID `SHALL; SUPPLY THE SAME: PROTECTION AS THE P OR THAT IS FREE OF ROCKS SUBSOIL. REFUM ROOTS, NOXIOUS SEEDS STICKS, -�`i fes- USA, LLS62 LOCKING LED AT MINIMUM. AN ALTERNATE LOCKABLE LID SW LL BE AND ANY CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. B. COMPOSTED HARDWOOD MULCH: A Jr MINUS PARTICLE SIZE, COMPOSTED HARDWOOD BIKE RACK DETAIL MULCH MATERIAL COMPOSTED A MINIMUM OF 6 MONTHS THAT IS FREE OF BKt-SOLS; NTS ANIMAL MANURE, ROCKS, REFUSE, NOXIOUS SEEDS; AND OTHER FOREIGN CONTAMINANTS THAT MAY BE DETRIMENTAL TO TREE GROWTH. 6' Cana Pvm't Q ALL MIXING SHALL TAKE; PLACE AT THE CONTRACTOR'S YARD, USING COMMERCIAL 6' Curb Cleanout MIXING EQUIPMENT SUFFICIENT TO THOROUGHLY MIX ALL COMPONENTS UNIFORMLY TO 4 CREATE A HOMOGENOUS SOIL MIXTURE rA D. SUBMIT SAMPLES PER SUBMITTAL REQUIREMENT FOR APPROVAL. SAMPLES SHALL E 4' Dtairt Line OBTAINED RANDOMLY FROM THE LDT BEING DELIVERED TO THE SITE OR FROM THE ©' STOCK PILE: Perforated PVC w/Geot"-we Wrap 5' (Minimum) 8' Varies 6' Grote Frain w/ - Cone- Anchor (tp) Stab. Subgrade 4' PVC Perforated Underdrah Wrapped In GeotextEle Fabric (FLEX -Drain or approved equal) I/4 BarsQQ Tum-r�cc :•;•• �- 61 Conc w/ ... 04 0 12. O.QE.W. Undisturbed Earth (typ) irrigation Pipe (sch. 40) W/3' PVC Sleeve Undisturbed (See Pian for Sizes) Earth (typ) 6" Loyer of 15 mil Moisture Barrier 3, Igr pea Gravel (as' Manufactured by Stego Industries .or approved equal) SECTI ON A_A_ 5' (Minimum) Varies irrigation Una (Sea Irrigation Plan for Size) DUMPSTER PAD WITH -1 POND OUTFALL -J i' 5' REQUIRED EARK•I,NG: TWO BEDROOM UNITS / ;iii i:•= +°fiwiiliiu:~ _ g•` ^"�• �� 6' TALL SCREEN Tree Grace {Neenah Oz -•8713 9 (ee Paw Sldm alk 4' PVC Perforated Underdrah Wrapped In GeotextEle Fabric (FLEX -Drain or approved equal) I/4 BarsQQ Tum-r�cc :•;•• �- 61 Conc w/ ... 04 0 12. O.QE.W. Undisturbed Earth (typ) irrigation Pipe (sch. 40) W/3' PVC Sleeve Undisturbed (See Pian for Sizes) Earth (typ) 6" Loyer of 15 mil Moisture Barrier 3, Igr pea Gravel (as' Manufactured by Stego Industries .or approved equal) SECTI ON A_A_ 5' (Minimum) Varies irrigation Una (Sea Irrigation Plan for Size) DUMPSTER PAD WITH -1 POND OUTFALL -J i' 5' REQUIRED EARK•I,NG: TWO BEDROOM UNITS / ;iii i:•= +°fiwiiliiu:~ _ g•` ^"�• �� 6' TALL SCREEN 15 WIDE PUE 9 SPACES REQUIRED :�: _ -`:. :, r' `w `, :; ;w :•: ,4 @ 12' 8C EW. FENCE ENCLOSURE ommmmmmom BEDROOMS Stob. Subgrade Undfeturbed 3 RICHARD B. KENNING RICHARD B. BENNING TOTAL SPACES REQUIRED " '` " `"' '` '' Earth (typ) '' �; : w" - 9 BOYETT, BLOCK 12, LOT 4 BOYETT, BLOCK 12, LOT 3 2 CAR GARAGES 1 Irrigation Pipe (stlu 40) 9 ZONED NG -1 ZONED NG -1 {see"P PVC for Sim) Undisturbed } Earth (typ) 6' Layer. of 15 mll Maleture Barrier 4' PVC Perfarated Underdroln 3/� Pia Graver or approved equal) as Manufactured y Stego Industries Wrapped In Geotextiie Fabric (FLEX -Drain or approved equal) [ SECTION E C1T I O 1 V R LJ W" Q !J THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY h L.2 Engineering, LLC DEVEN L DOYEN, P.E., UCENSE NO. 109835 2730 Longmire, Suite A JANUARY 23, 2014 College station, Texas 77845 ISSUED FOR REVIEW .. - 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-304 JAN. 2014 I * EN L Q 10883! FIRM # 12327 SCHULTZ ENGINEERING, LLC 9 A 8 TREE GRATE DETAIL. APARTMENTS UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 8.5 GPM MAXIMUM (PEAK) 34 GPM 1" DOMESTIC WATER METER 1" IRRIGATION METER SANITARY SEWER DEMAND AVERAGE 10 GPM MAXIMUM (PEAK) 40 GPM 6" SANITARY SEWER LINE ® 1.04% MIN SLOPE FIXTURE UNITS =88 FIXTURE UNITS ALLOWED =700 PIPE SLOPE OK O r I3 0 )7' T' ST.RE' T APA I T1ENTS W.C. BOYETT ESiTATE PARTITION LOT 19, BLOCK 12 COLLEGE STATION. TX PARKING ANALYSIS REQUIRED EARK•I,NG: TWO BEDROOM UNITS 6 BEDROOMS - 1.5 SPACES PER BEDROOM 9 SPACES REQUIRED THREE A, - pymj =3= ==MIMI ommmmmmom BEDROOMS = 1 SPACES PER BEDROOM 3 SPACES REQUIRED 9 A 8 TREE GRATE DETAIL. APARTMENTS UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 8.5 GPM MAXIMUM (PEAK) 34 GPM 1" DOMESTIC WATER METER 1" IRRIGATION METER SANITARY SEWER DEMAND AVERAGE 10 GPM MAXIMUM (PEAK) 40 GPM 6" SANITARY SEWER LINE ® 1.04% MIN SLOPE FIXTURE UNITS =88 FIXTURE UNITS ALLOWED =700 PIPE SLOPE OK O r I3 0 )7' T' ST.RE' T APA I T1ENTS W.C. BOYETT ESiTATE PARTITION LOT 19, BLOCK 12 COLLEGE STATION. TX All t 110E! TIME CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION - OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. ITAS IS THE CONTRACTOR'S RESPONSIBIUTY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. CONTACT INFORMATION• TEXAS ONE. CALL: 800-245-•4545. LONE STAR ONE CALL: 800-669-8344 DIGTESS 800-344--8377 CHCS ENGINEERING 979-764-3570 COCS UTILITIES 979-764-3660 BRYAN TEXAS UTILITIES 979-821-5865 ATMOS ENERGY 979-774-2506 VERIZON 979-821-4770 SUDDENUNK 979-595-2429 _.'.0/ BOYETT STREET APARTMENTS TOTAL AREA = 0.1595 ACRES W.C. BOYETT' ESTATE PART1iON LOT 19, BLOCK 12 VOL 100, PG. 440 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"'=10' .JANUARY 2014 OWNER/DEVELOPER: SURVEYOR: ROBERT JOLLY BRAE) KERR. RPLS NO. 4502 5510 SILVER PARK KERR SURVEYING, LLC HOUSTON, TX 77041 .409 N. TEXAS AVENUE (281)630-1153 BRYAN, TX 77803 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (9?9)764-3900 SCALE VERTICAL N/A HORIZONTAL 1"= 10' PLOTTING SCALE: 1.1 FILE NAME: 13•.304 SHEET PARKING ANALYSIS REQUIRED EARK•I,NG: TWO BEDROOM UNITS 6 BEDROOMS - 1.5 SPACES PER BEDROOM 9 SPACES REQUIRED THREE BEDROOM UNITS 3 BEDROOMS = 1 SPACES PER BEDROOM 3 SPACES REQUIRED 12 TOTAL SPACES REQUIRED 75% NORTHGATE PARKING 9 TOTAL SPACES REQUIRED 4 2 CAR GARAGES 1 PARKING SPACE 9 TOTAL SPACES PROVIDED VICINITY MAP All t 110E! TIME CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION - OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. ITAS IS THE CONTRACTOR'S RESPONSIBIUTY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. CONTACT INFORMATION• TEXAS ONE. CALL: 800-245-•4545. LONE STAR ONE CALL: 800-669-8344 DIGTESS 800-344--8377 CHCS ENGINEERING 979-764-3570 COCS UTILITIES 979-764-3660 BRYAN TEXAS UTILITIES 979-821-5865 ATMOS ENERGY 979-774-2506 VERIZON 979-821-4770 SUDDENUNK 979-595-2429 _.'.0/ BOYETT STREET APARTMENTS TOTAL AREA = 0.1595 ACRES W.C. BOYETT' ESTATE PART1iON LOT 19, BLOCK 12 VOL 100, PG. 440 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"'=10' .JANUARY 2014 OWNER/DEVELOPER: SURVEYOR: ROBERT JOLLY BRAE) KERR. RPLS NO. 4502 5510 SILVER PARK KERR SURVEYING, LLC HOUSTON, TX 77041 .409 N. TEXAS AVENUE (281)630-1153 BRYAN, TX 77803 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (9?9)764-3900 SCALE VERTICAL N/A HORIZONTAL 1"= 10' PLOTTING SCALE: 1.1 FILE NAME: 13•.304 SHEET A VEQ OB N0. DATE PLOTiiNG SCAI.E: EQ Q ED Q -APPROVED 3 o .�tA TION _ - 1 1 SURVEY DESIGN RAWIV -�► `f f r 23 COLLEGE e� OI t _. 1. P 13- AN 4 FIRM 12327 DL LD. J S 304 _ J .201LE NAME: BY KE d d 13-3fl4 R QA SCHU ENGINEERING, C . LL REVISION B TE LTZ E EER !.� SURVEYED DESIGNED DRAWN' APPROVED aos NO., DATE KERR DE.D DLD JPS 13-304 .; JAN. -2014 _. i OM"A 7 =10, N �h s LOT BLOCK l .. PLOT VLL.moT� TI®N F1 NG SCALE:PLPATTJT� FIRM# 12327 1 .1 _. SC U H LTZ ENGINEERING, LLC /I A THE SEAL APPEARING ON THIS �'M Engin QQ j�'`_ j'� DOCUMENT WAS AUTHORIZED BY L. .: Vhultz V V 1 1 1 LLC DEVEN DOYEN, P.E., LICENSE NO. 109835 2730 Lon mire Suite A JANUARY 23, 2014 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-304 JAN. 2014 1* ENOL p ...... 10983! p Mr. ��•" t-11-1 FIRM 12327 i SCHULTZ ENGINEERING, LLC FIRE SUPPRESSION LINE SHALL E A LOCKABLE LID ON THE .ATION VALVE, THE LOCKABLE SHALL SUPPLY THE SAME ITECTION AS THE AMP OR USA, 62 LOCKING LID AT MINIMUM. ALTERNATE LOCKABLE LID SHALL APPROVED BY COLLEGE STATION mES OR HIS DESIGNEE. PER COLLEGE TRENCH SECTION )2. ILE LID ON THE 'PLY THE SAME NO LID, AT A APPROVED BY IEE, PRIOR TO CORDANCE WITH DETAILS, AND SEWER UNE 3LUMBING CODE. :RIALS TO BE AND/OR LINE R THE SITE. ST., ONE LANE rRACTOR SHALL PARTIAL STREET )LLEGE STATION LINE. %A ••ti 1 r—n SERVICE �r 'oft now mmm *'r► INSET A I" COPPER WATER SERVICE 6"X1" TAPPING SADDLE ° ISOLATION VALVE 40 20 11 SCALE IN FEET NON- STRUCTURAL PAVE STRUCTURAL BACKFILL AERUI CLEAN. EXCAVATED MATERIAL BACKFILL + BACKFILLED AND COMPACTED PLAN ACCORDING TO GEO-TECHNICAL REPORT Nk 411 i 352 3fi9 348 COMPACTED CEMENT STAB�- AND NOTE 71 NOTE) PROPOSED PUGMILL'ONLY. SPADE BY tl• PLACE, TO FILL MIN ALL • ,AROUND PIPE I'M a� S t MANUAILY CONSOLIDATE AT 10 340 E BANK iiSAND, SPADE BY LIF 3 INTO 336 W'—WATERLINE 0 STA. — 0 t 17.48 I 6' x 6" MJ TEE O+OILOS 6" MJ BATE VALVE •' K .':' —�_ ON MOSTING U 40 t 'Asa-� � 332 + ;•E STA. — 0+16.03 6" MJ GATE VALVE 352 3fi9 348 COMPACTED CEMENT STAB�- AND NOTE 71 NOTE) PROPOSED PUGMILL'ONLY. SPADE BY tl• PLACE, TO FILL MIN ALL • ,AROUND PIPE " 04. MANUAILY CONSOLIDATE AT 340 340 PIPE • , V 4 BANK iiSAND, SPADE BY LIF 3 INTO 336 TO AROUND ALL VOIDS PIPE. 352 3fi9 348 348 Pv�',{SEE AND NOTE 71 NOTE) PROPOSED GRADE ExlsnN GROUND 344 344 340 340 B � f a � > > 336 336 b � g x ro 332 332 O.D. THE TRENCH BOTTOM SHALL BE --0+50 0+00 0+50 ' 12" MIN. GRADED SO AS TO PROVIDE UNIFORM AND PIPEBONTINUORUARREL BE S SUPPORT FOR THE BELL HOLES WATERLINE W-1 BEDDING AND TRENCH BACKFILL DETAIL FOR 'PVC SANITARY SEWER AND -WATER PIPE N.T.S. NOTE: 1. WHF�RE DOo�� N�Z f f f7Zj 71pP� N F— Rg MIgqlQ{{�� LSAN Y FRE 2.{CET° 2• Mp}E�TAML �T`RPpaq PCALEIN D GREEN. 3• D3034ASDRI26 VAGASDE S 1 4 pW°EN IANNRCCOtJS �UCTiON. LO4 LAR R9 5. A TN RJSU AFIR DEAB l5TS IKCEE 8E�R� � 6• RCONS1RUCnoN ' '�N 1§4814 7. WE CqR�yNffig7I�g�4 I VE°RTyyi�c��'FLOW K URA �OUND.IN NOTE: N q ' RN�Y SEWERKN V15 ti�R.K LAB �EVR. USTENB y��T{ 0 2 MppE��TAL- 7TT,"p8W PANWRppGREEN. 3• D303jASDR26 S7h&KETSS 4;��OC S&& MApp��,pp�Epp14 . bE JS�7F07`tpCONTEry VIC BER ER MEN SFMCE TV 6 3-1 F£ BELOW IC 1' 0 'TT 'BEET T'A.RT1l1ENTS W.C. BOYETT ESTATE PARTITION LOT 19, BLOCK 12 COLLEGE STATION, TX oSIDEWALK - 55 MAX. ft $EE NOTE 1.) 1 E (SEE NOTE 4) STD. 45' PVC BE PVC COUPLING (11 NOTE s) SEE NOTE PLAN 2' DESIRABLE PROFILE SIDEWALK FTYPICAIL Pv�',{SEE AND NOTE 71 NOTE) 118'NBEND) PVC {SEE CITY OF COLLEGE STATION �SSEE NOTE 1, 0 w z w CITY OF COLLEGE STATION UTILli -Y PLAN PLAN R -O -W OR EDGE OF PVC{SEE NOTE (MIN. 1% SLOPE) STD. 45' BEND. -�2•°�— z 45' BEND m DEEP CONNECTION PROFILE SCALE VERTICAL 1 "=41 HORIZONTAL 10 PLOTTING SCALE: 1; j FILE NAME- 13-304 S7— S7— SHEET SURVEYED DESIGNED: DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLE} JPS 13-304 JAN. 2014 THRUST BLOCK NOTES: 51ZE A (ft) B (ft) C (ft) E (in G (ft) VOLUME (c•Y-) 90 6,8" 5.0 1.6 1.6 0.9 2.i 0.4 TEES" DULE 1.0- - 45„ 6,8" 2.0 2:0 i.5 ' 1.. ALL CALCULATIONS ARE BASED ONINTERNAL ID HRUS f C A LU 0.2 •..: NOTES. . " 0.5 6, , 1.5 "i.5" 1.5 0.9 0.8 0.i: 10,12 2.0 2:5 PRESSURE SUR OF 200 psi FOR 24 AND SMALLER p INNER DIAMETER PIPE to f� 8 c.. 4 613 1.1 1: NO SPLICES IN COPPER TUBING WILL BEALLOWED STRAIGHT BALL VALVE WI.PLUG �. z 1.5, 1.5 0.9 0.4 0.9 40;12 1.5 1.5 1.5 1.2 : 0.6 0.1 5.1 i.5 2.6 - 0.3 FORSINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. � ( 2 FOR DOUBLE SERVICE) O � - ', 10 i2 19.3 1.5 3.5 0.6 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL. BE PLACED AGAINST UNDISTURBED EARTH O OC R ROCK. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURETEST A 1 112 BALL {FOR DOUBLE VANE SERVICE F O ' � i LINE IMMEDIATELY AFTER THE ONLY ' 3. CONCRETE FOR BLOCKING SHALL BE 2004 psi. STREET. CROSSINGS HAVE BEEN INSTALLED; - _4•MIN.- ---�-- 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 3 MARK EACH SERVICE END WITH METAL -r POST PAINTED BLUE. � FIELD WHERE AND AS DIRECTED BY THE,": ENGINEER. THE VOLUME OF CONCRETE: BLOCKING SHALL NOT BE LESS THAN SHOWN 4, MATERIAL USED "5H t L BE AS A SPECIFIED OR AN APPROVED EQUAL. YlL' YV A A. VIE, Z HERE.3e SEE TECHNICAL SECTION 331213 O p _ 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 5. ALL CONNECTIONS TO BE COMPRESSION TYPE FOR MATERIAL REQUIRcnEMENTS Q EMFNTs IDQUBEE:SERVICE _ . ALL CO CONCRETE BLOCKING REACHED i500 psi.: 6ALL SERVICE WYES & EXTENSIONS ARE TO BE .. .:NOTE INSTALLED WITH E THE MAIN LINE CONSTRUCTION. Lu I• HORIZONTALTHRUST BLOCK SCHEDULE. .. USE POCYtiYLENE WRAP OR EQUAL BETWPEN contra 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. - �CONC. CURB & GU i i ER 1 BEND 51ZE A (ft) B (ft) C (ft) E (in G (ft) VOLUME (c•Y-) 90 6,8" 5.0 1.6 1.6 0.9 2.i 0.4 10,12" 6.5 "2.5 "1.5 1.2" 4.0 1.0- - 45„ 6,8" 2.0 2:0 i.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 6, 6r 1.5 "i.5" 1.5 0.9 0.8 0.i: 10,12 2.0 2:5 1.5 1.2 1.1 0.3 19. 6,8" 1.0 1.5, 1.5 0.9 0.4 0.9 40;12 1.5 1.5 1.5 1.2 : 0.6 0.1 :.•MEGtEANIGAIIN O T PIPE. J _ VALVES SHALL M EETTHE GCtY SPECIFICATIONS 5F0RVALVES. & ' THERE SHALL BENO PIPING UNDER THEFL00ROFTHE VAULT... MODEL SIZE ; L 1 W1 Hi WEIGHT DMC-GS3 3 " 8'-8" " 5'-0 " , " 4-6 2 i 400:. . DMC-GS4 4" ` 8 -8 "' 5'-4 4-6 .. 12,000 Ds ' s� 11-0 ;. 6'" - 12,000 Q 1 1_ 1_ .'. t•t -ate I � 1 _- _, 1 1 1 I i 1 t �i 1 METER NUT SIZE ' ` FORD PART NO. 314 x 2.5"Long C38-23-25 314" x 3" Long C38-23.3 314 x 12" Long C38-23-12 i" x 2.625" Long 038.44-2-625 1" x 8.5" Long C38A4-8-5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing 881M-66 2" Meter Nipple C38-77 W' MeterBushing BBiM-Ti' METER NUT SIZE FORD PART NO. 314" x 2.5" Long_ 038-23-2 5. 314" x 3" Long _ C38-23-3 314" x 12" Long 038-2&12 1'.'x 2.625" Long C38-44-2-625 1" x 8.5" Long C38 44 8.5 1-112" Meter Nipple C38-66-2-875 1-112" Meter Bushing BEIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 " a. NUI U NIrrLt. L _ 1 1f 1 (4Y E11.(6?3t7P Cal 1 IIS I 1: I I � � � I . I I � I : I I � I I � � : I . I � I . I . � I I I I I � I � . I � � I � I I . I . I � � I . � . I I I I I . � I : __ __ __ - � I . mn"�Nmwanwmwffijv� I I I I � � I I .. -1 I - I I I I .1 . I � � I . I 1: - -A-UMM-M I . I I . I : I � I . ; . I . � . 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I 11 � - I . I I � .1 � I , ELEVATION: 346.02' . I I I I . I I � I � . I -_ I I � I � . � I . . . I I I I I I . I I I . -- . I I I � BOYETT STREET I I I . 1 6n� . I I � I I . I � I I � I I TBM 2 1. � . I � I I I - �50', ROW, 27' PAVEMENT . � I � � � I I I I I 10 5 0 10 "X" IN CONCRETE . I I I � I 11 . . I I � � � I I I I I . I � .. . I . ��011�. ; I I . I I I I SFT TO I I N: 68477.2017 . � . � I � I I I -,.,. C.. , � 71y, rlg,- I I � §GALE IN FEET I .e.,,7W IV - I 1�,K_- - - �' � , �L�ql I . � I � - _: - ; " - .2_r', F-1 E;T- ,,k-,T�I,j .:,- I . 1 .7 ".3 1 ,,�`,,, `�,`A � I, - �17 " ` I I E: 53351.2761 1 T I "�i,` �17 �, � ri m E,� .tTrj),Rj iff ';- "' F`�"j� .11 � I I _�, I , . . � I ELEVATION: 345.67' 1 1 . . . ..'' . I . I . 00 1 � � I I . . I I . I � I � I . I I � I EXISTING AN11 I � � I � I 11' EXISTING � I I � I � � � I I I . I -L- 170 LF TO . I I 1 6" WATER LINE� ,,,p PROPOSED TREE & I I I ,� 2" WATER LINE . . . I I � I � I I - � I TREE GRATE I I - ,?,V ,,-- Imam mm"n,4 .,�, � I � w, om cum FROM M2 1,11 T w am g I I � I I � HYT'P,.AA`T , "..-" 'r � � 'I- I - I . I I I I I I .1 I � I I . W-6 1 W-6 .F ..... � 451" " .., � I I I I I I I . * . W-6 -44,'�-,- W- 6 W-6 -_ W-6 - I W-6 � - , � 1 06 W-6 W-6 -W-6 - I I I I 4r, . . � I � � .� � . I I I 1 4�, . � . � � , , � I I � I �'Ilpl 'i � I I '01 I I . I � . � I 11 . 1, r . I . . . � I I I I I I I I � � 1�`/ I 1� , \�, I 1, I � I I � / � . I 1 � 11 I I I I Mal mal _�' R �1_ U/1- P�7,%74'5 � - 11, __ I � . ' ' ' , N-- ,,- "., , -, __,_ I ,, . - , , I - ' �, �1 1,10IF-7505, , 7,-'a -,,., :, � I - / a , . '. " - '_' . - I � - wm , , . . . W-2 W-2 - - AN -44 -_ ;�, I � I I W-2 . �.,L_W-2 - �---LW-.2 W-2 -W-2 - . � 1. I � - I 'IT, I i I I . . . I I I . I I � PROPOSED 8' 1 1 � 41, I V . . .. , 't>. � N 'IV I D� I I . SIDEWALK W/ Vg�� ---' ' ___ I t> I .. 1. . . A I � . I . . I I � 11 11 I I.. EXISTING GAS BRICK PAVERS j = U B ALONG- ,�_ .. ., . . . �. L I � . I . I I , � 0, I I . I � I C � � . I I . I E�2�",' BUILDING FRONT 10' 'MIN LIS' . � I . - . . I I W, I I . . . I I 4 � . . � . � I - I I I I I -T_ .1 I - I I I . I . � i� I N BUILDING SETBACK' t> - I I "I w - - . � . 11 . I M. % . . 1. 1, . .1 - . I � . . 11 � . - � *" 1�1 . , I I � I t>' I . �. I I I I . ") , . , . li!2 . � - - I . I , � ,� . A . . - 11-R, . - . � I I .11 ,,,l �� ,1-* . . - : �> . � ". ' � ` .A -- wf-------- I--,--,..--- . [> A � I I I I I � I I - � � � i . . , , , , � ... I I �., �: I , �1 - . . 16 � . . (� , . I -, 1 2 MAX I , 1 23.5' `-_,�6 . 7 . , " - - 1: i'�� . . � . D� � I � I I I &, . . . - . t> � .. . � BUILDING SETBACK � . 4 I I . .... _____ V I A . ., I � . I � � 1, ,' TBM 2 . . . . I . . . , � � . I q, I � . . . . I I � � � EXISTING . I I � I : . .. : I . � ... '_ � I . I � � �� - I I I * - � Irl I . I : . � � � � I . .. .. � � I - I I . . . . . : � V-_$ . . I . . I I . . I PAVEMENT . .. - ...... .. I .. ..: .. . . . .... � I � .> 'i * . I . 1. ..: � . �11.4 I I I . I . ..... . .% . .... :.... .: 1. . I . �. � . . . . . : 1� � � I � � ACCESSIBLE ROUT - ' t> * �> t> . . I . I I ... . - .. .. . . .�.. . .. ; . I IM I PROPOSED FDC I . . . � � . . I . .1 I � I I I : � � I � I . I . I � I . EROION & SEDIMENI,CONTROL NOTES: � . I . � - I I I I . . . I . I I . I I � I . � : . I I 11 i � I I I i . . I I I . 1. APPROVED EROSION CONTROL MEASURES INSTALLEC � DURING . I . I j I � I I I I MUST BE THE , 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING I , I I . � I I � I . I . ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. 1 � THE EXACT LOCATION DF I I I . � � . I I I ALL EXISTING UNDERGROUND UTILITIES. NOIIFICA71ON OF THE UTILITY COMPANIES 48 . � . I . � . I I I 1 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. I 11 I I I I I �, I � I I . NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE I � I . I . � BRICK PAVERS 6" WIDE CURB I PROJECT SITE. THIS INCLUDES THE INSTALLA11ON OF A CONSTRUCTION EXIT AND 2., ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CUR13 UNLESS � I I I I I I I I � . . � I . � � I � 1. i � . I I . I � I I I I 11 I I I � . ' � I . . 1 3. THE CONTRACTOR IS RESPONSIBIF FOR INSPEC _� 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH TIE I FOR EDGING , SILT FENCE AS NECESSARY. I I I OTHERWISE NOTED. I . 1? ... �,, I .1 I 1" THICK I I � I ;TING AND MAINTAINING THE . BRYAN/COLLEGE STATION 2012 STANDARD DETAILS AND SPECIFICATIONS UNLE�' I .- - - � EROSION AND SEDIMENT CONTROL DEVICES, INSPECTIONS SHALL 8 I E DONE EVERY , I S � . .1 � � � .- , .. 1. ..:..... '_ - -, . . SAND BED I OTHERWISE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED WIT"H � . . __ t A-- .. . .I. ... I . � I . 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR I MORE, THE I THE CITY ENGINEER'S OFFICE. . I I . - I . , . ... .... ., _. .;.. I - I . CONTRACTOR SHAH REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS . I . � . . I . #3 11 1 5" THICK CONCRETE . I . I ,�, CTION OF THI I S PROJECT. . 4. ALL UTILITY LINES (WATE � R, � OAS, SANITARY SEWER, I G.T.E., STOI I I � I I . (6" FOR DRIVEWAYS) . � I I � I i � RERAR � � RM SEWER, E1CI.) � . 18" O.C.E.W I I . I I I � 1 4. I CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND I SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON � BRICK DIMENSIONS: I . � � MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FRO CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED 13Y FROM CITY & INDEPENDENT 1 7 1,Y16" x 3 %" x 2 316" � . . I . ONTO ADJACENT PUBLIC STREETS. I I I . I AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT I . � I � I I . I 5. THE I � � I I REPRESENT AS -BUILT CONDITIONS. I � I I I I I I I . I � I CONTRACTOR IS REQUIRED TO MAINTAIN THE TP ERAL PERMIT NO. I I � - . I � [ I I � I P; -:q PATTERN: I I � TXR150000 REQUIREMENTS FOR, CONSTRUCTION SITES. 1 5. .ELECTRICAL CONDUIT FOR PARKING LOT LIGH71NO WILL BE SHOWN ON THE ELECTRICXL - I I � � I I � I � � SITE PLAN. � . I � ii � I I -L::=] RUNNER I I 6. ALL AREAS WERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN � I 40 � . � . � I I__1__1 BOND . � I I UCTION SHALL BE ADEQUATELY HYDROMULC 1 �6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7J111 , I NOTES: I I I I � SODDED, AND WATERED UNnL GROWTH IS ESTABLISHED. ALL EIR SION CONTROL OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT . I . . . , I � MEASURES SHALL REMAIN IN PLACE UN11L ACCEPTABLE VEGETA71VE GROWTH IS BELOW AN OPAQUE HOUSING AND NO FIXTURE S14ALL DIRECTLY PROJECT LIGHT I I . I . I I ESTABLISHED AFTER. CONSTRUCTION IS COMPLETE AND THEN �REMOVED BY , HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE, I 1. BRICK PAVERS SHALL BE HOLLAND I CONTRACTOR. � � I I . ,� � E OPERTY LINE. PLEASE N I E I I I I � - I THAT COMPLIANCE WITH THIS SECTION WILL 13E VERIFIED AT THE TIME OF BUILD! G I STONE BY PAVESTONE IN RIVER RED I I . 7. INLET PROTECTION TO BE INSTALLED ATALL PROPOSED AND EXISTING INLETS � PERMIT AND CERTIFICATE OF OCCUPANCY. I I � I COLOR. I 11 I ADJACENT TO THE PROJECT SITE. I � I I � � I . I I I I � . I . - I I . I .. � � . I I � . � . �N 714E � � I I . 1 2. ALL BRICK PAVING SURFACES SHALL � . I . I I IMMOLITION, & CONMUCTION NOTES: 1. I I \1� , I . . � I I GATION PLANS. I � I I . . I � FOLLOW A RUN14ER BOND PATTERN AS I � I I . � . 11 * . � � 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING 8. 13UILDING SETBACK LINES SHALL 13E IN ACCORDANCE* WITH T14E CITY OF COLLEGE 1. . . � I . � I I SHALL BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. . I STATION UNIFIED DEVELOPMENT ORDINANCE.. I I I I � � � . I I . , I .1 � . . I - � 1 3, CONCRETE SHALL HAVE A 28 -DAY � � 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON 9. SOLID I WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, I AIR, CONDITIONI ij , I 91 . . I.. I � I STRENGTH OF 350OPSI I I I � SITE PRIOR TO DEMOLITION. . I � . . . I ELECTRICAL METER, AND SERVICE COMPONENTS, AND SIMILAR DEVICES, ,WETHER � I I I . I � � I I I GROUND LEVEL, WALL MOUNTED, OR ROOF MOUNTED, SHALL BE SCREENED FROM VIEW . I I I I I � � 3. THE CONTRACTOR, SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, , , I FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE : ' � I . � AS SHOWN, PRIOR TO COMMENCING DEMOLITION WORK. I SAME AS PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE BUILDING * , � I BRIC1C PAVL4 R DETAIL I I I � SUCH SCREENING SHALL BE COORDINATED NTH THE BUILDING ARCHITECTURE COLO ' I . � 4. THE CONTRACTOR IS RESP ROTECTION � . I N.T.S I I � � I I I I . . ARE TO REMAIN IN PLACE. . I . I � I SCREENING VARIOUS EQUI.PMENT INCLUDE ENCASEMEN�S, PARAPET WALLS, PARTITION � . I . I . .SCREENS, AND BRICK WALLS. � . I I I I � I � I I . I I A . � I I 1 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY I . � i � I � i I I I � . I EXISTING ROAD SURFACE. I . i i I � I I 11 I � I � .� i , I 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. . � �� I � I I I � I . I I I I i I � I I . I . I I � � � . I I , I i I . I . I . . . I . � � � . I � � I . 6. � ALL EXISTING 1TEMS THAT ARE TO REMAIN IN PLACE WHICH �RE DAMAGED 11. T14E CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 1 CFR PART 1926 1 . DURING CONSTRUCTION SHALL BE P171ZTf)0ITn nw�wm nnkint-rina no - SUBPART P FOR ENCH SAFETY REQUIREMENTS � I . . . . .. . . ... , � ... I � . . I,, I . . . . . I . I �., . . I - . .. . .. - , **... .: . ', , � . I � . . I � I OF THE CONTRACTOR. . � it . - r. .: , � I . � I � . I i , . I � ... , * .. �, . � '..' m. j - � . . . I I � I .. . . . � . - - - - I - -, - - - - , �. ,,'� . � I I i � I � . .. ... .. .. . .. . .�'. %, , . . . . .. . . - . . . ... . . '. . . 1,_l I I . . * , . 1 ,4 . . . I I . � I . 12. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENE i D � . . . . .. - . . . I . I . . . I . . . . . .. . � - - . I � , . , . I I I I � . 7. SHOULD ANY EXIS71NG UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS TO BE MS113LE FROM ANY PUBLIC I . I I . I . I . I . ... . . . . � , 11. " .. . .: .-.: � I tOMMERCIAL � .4 . � . t> I . 1� I I I � . � � I I , I � I I I FROM VIEW OR ISOLATED SO AS NOT . I . . . I . I IDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM � . I . - , 1' .. : - .. .:. * fll � t> � I I I � I � .* . I... I ... .. .., . ... . . . � .. . . �. ... - . �� i" . . * � . . � I I I . I I . I PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACTI: THE DESIGN .. . ,� _,� I . I � . . .. . . . . I . . I - I I ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE . A POINT FIVE FEET ABOVE THE GRADE TO EXISTING ALONG THE REAR OF THE LOT. 11 . ` � I . � I . . . .. . . . . . . , 1�., � . I t> . . . I . I I I 1 1 � . . . I . , ., . . . . , . . . .6 * . . . . . . ........... I I � . . . . . . - � . I I � I * * . . , I � I � , . - , . I . 1� i . . 11 . . . , . . .. - I . � I � I � I � . . I . . . .. � I, � I . I .: .. ,.:.. . I I 1 . I I . I � . � . . � ... .- , ... ,.:.. I � . � .. 11 I I � � � � . PROCEEDING WITH ANY WORK IN THAT AREA. I � * 1! . . I , * : .. .: 1 . . . -1 I I I I'll, � : I � , .1 . ... -1 , , , .. T � I . . I I I �. � I I I . I I I I I I I I � . I . I :, . I . . .. .- . -,:. -, , I . . .. . . .. .. �. * . , . I - , , . . � I � � EXISTING I I I � I . � � I . � I . � .. ,� I � , " I � I I I ... . . . .1 , , . . . , . � I ., I . I � � I I . � . � 1. I I I . � I L I I - . . . . I � I , .. I � I � I I I . I . � I . I � I � � I I ; . . . I I . . . � . . . . .,... . 1: .. I K � I . I . I CONCRETE I � I . � I I . I I � � . . I . I . � 1! I . I I I I I . . .. . . .:. . .1 - :. .. . . I I -_ � I . � I I . I � . I � . I I I � � . I I li I I . , ..Z. .. �:: � . . I i . I TREE PLANTERNOTES: I I I I I I , . .. . .. I . . � ��l . I . I I I I I SIM -SPECIFIC NOTES: I . I I . I I . . ... .. .. � . . . : . I . . . . . . IN CURB I . . . I . I 11 I � I . I � I . I I . � I I I � I 11 I I � . I � I - I � - I I � � � I � 11 .. . . . . . . . . ... . . . ., � . . . . ... I I I .� � �� . I : I . I � � . I I I I I : I � I . 1) I I I � . ' I I I . I . � I I I � . I I � � � I � I . - . _RT JOLLY. �THE SUBJECT 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING . I . . I . . I , � . .. . . .1 - I , .. - - .. ... - %.-p- FOR I M I I I . . I � I . 24 . � 1. THE OWNER & DEVELOPER OF THE PROPERTY IS RoBt I .i� ..: . , ..: .. .. .. - Z : � . . I I . . � . I I . . � I I I I I .. - - � . � J- E I I � . � I I � . I I � I I . BOYETT STREET. THE PROPERTY. IS ZONED NO -1, TO A DEPTH OF AT LEAST 4'. A MINIMUM 6* GRAVEL BASE SHALL BE PROVIDED I . � .1 -- -..:*; , . . . . . � n I . 1. � . I I � I I I � LOT 19, BLOCK 12 OF I � I I . . .. .. .1 .. . I - - � XISTING . I � �, -) . I � � I I � � . I � I , . . , : I . . . I .1 -��n I . I - . . I I � I , 1. � .-. .. .. .. . : . . . . . " � . , I , ; t�i . - Q I � I I . I I � I I . I I - I � � I � . � . 2 . I . . � I . I I I I , I I I . I : 11 . : I NORTHGATE RESIDENTIAL. I I �. � I . I 11 I I I � BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS WHERE E I . . , � .. 1. _: ... - : - - . DRIVE , V -P __ - k�, � � .. :, . . . * .. - . ..:1. . :, - - 1. � I I . I � . . I I � . . �. . I I I I � I I � . � . : . I I . . I ... ... . . 1. 1. .. : . � I rp.. I I � HALL . I I . I $7 1 2. PROPOSED BUILDING IS 3 STORIES. T-YPE VB -SPRINKLED. I SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY BE REQUIRED. . I I I I . ..... .. . . .. . . .. � 1, I I . I I � I � � I ,� 3 � 6 - -15 � I . I I I . � I � - . M � - .. .. . I I I -_ . I �. .- -� .:, ..... .. .1" , ,�T�1'1 I � � � . I � I THE FOLLOWING SOIL SPECIFICA11ON SHALL APPLY- I I � , ... : .. . . . . .: .., � I I .1 - J/4 R- I . � 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE VB OF , I I I . � . 1 . - � .. . ..�.�j . � . I I . I � I � . ... . . . '.. . . . 1�1, I � � I 11; I A , I - � I r_ 19 I 9,499 SF IS 2,750 GALLONS PER MINUTE. THE 13UILDING IS FULLY SPRINKLED I A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE I � I I I I . � I :. ..:, . . . .. '. --. .. . , ti. I , I I r " I i . \ i I I WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 X (1,500 GP ), ONE FIRE DETERMINATION AS TO ITS QUALITY. THE CITY RESERVES THE RIGHT TO REFU E , � �� .... - . I I HYDRANT IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDEC BY EXISTING I OR REQUIRE AMENDMENT OF ANY I � I I I I ... . . . 1. � I I I . . . . 3$1 if I TOPSOIL THAT DOES NOT MEET E I I . . I . . . - . . o. ... . I I - � HYDRANTS. . I I � � .� � SPECIFICATIONS OF TABLE 1 BELOW. . � I � � I I � I .. . ... " '. . . . . . ,AA I . - �11) I . I � I I 1 . I I I 11 ... I � . .. . . . 1p�l � I I � I � � I � I � 4. THE DENSITY IS 25 UNITS PER ACRES (4 UNITS AT 0.16 ACRES). I I TIONS OR SIDEWALKS THAT ARE , I . . . , , i'i I I I I .. B. ALL SOILS EXCAVATED FOR FOUNDA I I . . . . .. , , "a . I It a . . GRATE HALVES BOLTED 1 I (SUBSOIL) SOILS SHALL BE MOVED TO NON -PLANT GROWTH AREAS, 0 AMENDED � I . .. .... . . . .., - . � , . * . , . * .. . : . , . � z I � I GARAGE I'll �� ,.". I I _\�� Re , , X -�,�- - A ts I � .. .. . . W � . .. .1 � � * I � I I / R 5 8 HORI:ON - . .. . � .:,.. I I I � .. . *.. - .: :: I .. � , I � . � 1 5 . I I . ... .... . . . . 1. - I I I il. - � _. � TOGETHER W/ (2) Y2 -13x3 I 2" L I 1P 1 5. THIS PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDINC TO THE FIRM TO MEET ALL SPECIFICATIONS OF TABLE 1. I R . .. . . .. . . i �j I - I I I � . � . . I .. . .. .. : ... � . :HEX I - 3' __"II1__ I �� . . FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO805E, � I . I � I I I wi � 11 I I . . � : 4 , I � 'EFFECTIVE MAY 16. 2012, � I � I I C. I BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL I I . I - I I t"'i I . I NUT W/ WASHERS. I NOTES a 0 61" 711 . MJ I � 1 11::'', � ,;1.1 . 11 I . I I , � . I . i 10 3f$ Q fp 6. THE STORMWATER RUNOFF ROM NT WILL BE A I COMPACTION SPECIFICATIONS. I �. � THIS DEVELOPME CHARGED TO � _��,_, I � 11 I I I . I . 1� 11 I \ I I I 11 I � . I I 1 6--- 1 1 1 1 11 � . I 1. 4" MIN CALIPER TREE. 3" 31" 2 SIMILAR. DETEN11ON IS PROPOSED IN A DETENTION POND. D. BEFORE THE TIME THE TOPSOIL IS PLACED AND WH ON IS I . I . I � I � f � 'Ill I "' I . -3 ! . I I � I 0 1 11 I i - 1, I � I I COMPLETED, THE SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN � I � I 11 � 2 . . I � I . - - I I I IN - 1 2$p, 1 1 . I I � . � � I I . I . I I I I - , � , .11. . . � � � I � I � � I I I � � . 2. TREE GRATE - SEE DETAIL 11 I I � - - DING INFORMATION AND DETAILS WILL BE PRO, 11DED ON THE T W FINAL TOPSOIL . ii I � I . I I .1 I - � I . . ! . . t'� - � I � . . GRADING AND DRAINAGE PLANS. I I � � . I , . � I M I I . . I � � . � I I I � � I I I . � I I I I . � � . I i� 11 I � I El I NOTE: I I f f I � I : 1 � I I I . . I I � . I I . . 1, � -- .. . � I E. BEFORE TOPSOIL INSTALLATION. CONTRACT R SHALL GIVE THE 61TY 48 HOUR �. - I "I N�l � � 1 3. BRICK PAVERS - SEE DETAIL. � � .� I . 8. THE DISTURBED AREA,FOR THIS PROJECT IS � � I 0 . I I � VIA, I I I I---- �. I I . I � . � .1 _j 3" [�� I . I . ,0.16 ACRES (6,950 SF) � , NOTICE TO ALLOW INSPECTION OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF I � , I -_ I 1. 60" X 60" NEENA I � I * I I DEBRIS AND MEETS PENETRABILITY STANDARDS. � : I I I � � � I K.", "o, -1 I . TION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR To c.6. , I : I � .',* ' � I - I � 9. THE IRRIGA I i , � I I . . I I I , I 1 2 R F . "I I I . I CAST IRON TREE GRATE MODEL # � 4, AMEND SOIL PER NOTES. � I � I I � I I ! � � � I � � I .iji I -All I � I .1 � I R -8738 -Al. I � I -� 4 " -�-- o#4 BARS 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. � � F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA I i N I I I � - I � � I I � . I � . f F � I I iN . � � 5. STREET TREE SOIL: I ' I I I I I I TABLE 1. IF . EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, , I � I I I - . TM By . 0 -3/4" X 18" SMOOTH I I I � ND SOIL AND/OR IMPORT SOIL ACCORDING TO THE CITYS I I � . I I I I a � 2. MATERIAL SHALL BE CAST IRON I 11. THE DETENTION AND DRAINAGE FACIL111ES SHALL 13E CONSTRUCTED FIRST. � RECOMMENDATIONS IN ORDER TO MEET LISTED REQUIREMENTS. � � � "I', . CU -STRUCTURAL SOIL I . I I I . 11 I I I I I I I I EXPANSION DOWELS , 1, I I i � . I . I � . I I I 011A . � HALL .� .. I � I ASTM A-48, CLASS 358 FINISH, I AMEREQ, INC., OR EQUIVALENT � � 1 � I .�, � I . I I � .. 12. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CITY INSPECTIONS, MAIL I I I . - 0. FOR TOPSOIL INSTALLATION � I I I . A2 � I I � . SPREAD 2-3 OF APPROVED TOPSOIL ON EXISTING . � � , . I I GARAGE IT I T, . I I NOT PAINTED. I I SUBJECT TO APPROVAL BY THE , I I � DELIVERY, GARBAGE -PICK-UP, DIAL -A -RIDES, UTILITY, SCHO ,AND OTHER I . . . 1! I I � ; � . � � -, I I I ADMINISTRATOR. I I I..'', HEALTH AND SAFETY-RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO � SOIL. 111-L ADDED SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6'. � I I . I I I . EXISTING . P-14 " . I I" . � I � � I I ADD AN ADDITIONAL 4" OF APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. � BUILDING . . I , I &a� ; � . .1 � �� EXIT THEIR VEHICLE. � � I I I I I I . . � . TREE GRATE DETAIL TRE E PLANTER DETAIL -.A CURB DETAIL . . I I � i � . I I � I � � I � � g� _;1 IF, . I I � i I I I I I I . . I . , � I I . TING . , 13. ALL ELECTRICAL IMPROVEMENTS SHALL 13E PER COLLEGE STATION UTILITIES I �. � � � �'� I I R I . 11 .1 " . ." . EXIS � I � I I I I I � �� I � . -- I I . TILITIES ELECTRICAL, DESIGN FOR . I � . . sl I SPECIFICATIONS AND PER THE COLLEGE STATION U � � . I I . I � I - � .1 I'll I I � I I I I � � . � � . I I I ,��.:,_ -a, � .1 I � �� ?. BUILDING N.T.S I N.T.8 , I . � N.T.S I I I I THIS PROJECT, REFER TO UTILITY SHEET AND CSU ELECTRICAL DESI(.� PLANS FOR . I . � . : � � 1. I - � ;� � �, 11. � � . I * I I � I . DETAILS. - I . � I I I I � ; I . � � � . . NELSON RENTALS INC. � I � � I I � n . � I .. I 11 . I . I � . I � I � . . . . I I 1-1 . 11 � � I I � I I I I I � . . � I I , ! I . I I � I ,'� BOYETT ESTATE APARTMEN S I I . � � . I I I � I , . I I . � . I � i I � : t . �� I � I I � I � I BOYETT, BLOCK 12, LOT 18 � I I � - ''I 11, � � I I I I � I I I . I . - � 1. � I . . ,� I I I ,� CSU ,ELECTRICAL CONTACT: CSU ELECTRIC PROJECT 60ORD14ATOR I � -1 I I . I I k I , . I � I I , I � � . . I I I I V". I I I I � 3 STORIES � 11 � . . . I I I.. . I � 11 I I . I I I I I I !� I � 1. y", ; � -In . 1 15 � I I I . I 11 I ''I . I I I 1. I . . .. � . I � . I I I I � . � I � I � , CITY OF COLLEGE STATION UTI � .1 � I I � . � I � I I . � I I I � I I I . . . � . . I I . . I � I I . . I I . I I I I � I . . � 346.4 1 . . . I I � I - � I - . . 14. THE DUMPSTER ENCLOSURE SHALL BE 6' WOODEN PRIVACY FENCE 1 - 12' 1 � 11 . . � NOTICE! . I � I � I 'j = t��j,� S , I � T . I I I I � . � � � . . Wv�, * I I 11 . I � . I I � �, I I I I I � I I I I 11 - . . I I I � . � & OVERHANG - I .. . I � � I I . . I I � I . I DEEP I 1. I � . . 11 . � . . � . _",*� � � '�, I I I � . . � � � � I I I . - 11 � I I � I � - �rF I 1. I I I TEEL REINFORCING BARS * ,� I . � I �, I - I I � I - -117 I � P . I I I � � . I I I I I I I � 22 �% 3 5 ,' MAX. BLDG. HT.. I I ` I . . I � 1, ... I I " I I I . . I I I . , PH. 979-764-6314 1 1 . � � .... I BUILDING SLAB � , : � I I I I . I I � . � I . � I I . I I .1 , 9,499 SF I . NORMA SUE BOYETT MITCHELL � I I NT (28 DAY STRENGTH = 3500 PSI) I .Zl� Ov t",% 00. � � � . . � X 12' CLEAR INTERIOR OPENINGS 6' TALL, THERE MAY W/ BE ANY I � � I I I . - . . ,� . � I ..� . I . . . .1 � . . I . - � I - , I � I I . . I I . I . . I , 1, - 3 - 2 BEDROOM UNITS � I . � BOYETT, BLOCK 12, LOT20 I - I I OBSTRUCTION IN THE CENTER OF THE ENCLOSURE THAT. WOULD 0 SOLID I . � . I I I . I � 1-1 on � . � � , I I - I I I . . . I I . . . I KEEP � I . � � I � ?????. I " . � . I / .. . �, Ii N . � WASTE SERVICES FROMI-SHIFTING THE CONTAINER OVE I .1 I THE CONTRACTOR IS . SPECIFICALLY CAUTIONED � ,. 1. . - i.. I - � . . � R. ANGLE THE P,ONTAINER SO . � I I . � _' 1 - 3 BEDROOM UNIT ZONED NG -1 :A .�'. I ;. - .. . .. - . If . � I . I I � ,.I I A..'' 4 . - . 4� .,- 4' 11 ; I I I . T14AT IT WILI�' NOT HIT THE CATE ON THE RIGHT. THE DUMPSTEI? ENCLOSURE I . . , . , . . I I ,� I : � - I . � .. I . . . I . I 1 4, '. , , . Z .., . I . , -, I I I I � � . I I I I .,I I 1 � - - I I � . -.4 . A �' *! 4- . . . .. '�- �� ' A' - *1 . . . I I I I I I 4 . � . I I � . I � THAT THE LOCATION AND/OR ELEVATION OF THE - I., I I . � 11� . 1. . I . . . . -.*. * -.1 , *! 1� , � - !,L- -61 �,--,,-:.__-r_ 7� --%---!r - ' 1. I 1/0 � � I I . I . "I . 71 �p I I . I I I � I � I . � I _� I � , . I I I I � I . - . . . . _: .. .: . A,.: . .. . . . ,w7 . 1�. - I i, P I I I I I I I MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILI[Y EASEMENT. I., � I . I . I I I . I � .. . ... I . .. , - , , . , � � I I I ;�n . \ I � . � I I . I i . � - I I , - . . � � , - I � . � I I . . � .. -4 ' - . . .. � . I I I I � I I _1% I I I . . EMIJNT OF THE � EXISTING UTILIT`IES AS SHOWN ON THESE PLANS IS I � I I I � I I _ . I � I I � ( I THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLAC . I � I I 11 � . � . I I I _i I . I . I . I I , I .1 I I . %III,, I �� I . I . � ENCLOSURE. � . I I I 1, I . . � . I I I I I �,; I 1, � � I I I � � � . I � . � I � I I BASED ON RECORDS OF - THE VARIOUS UTIUTY � I I . I .1 I . . I � I � . , I . I I I I I I I . . X . . I I I I., � . 11 . � I I I .. . I . . I . I ,� � I I � � . I . � I � 11 11 I � I I I . I . . I � . 1. � . I I I . I I 1. I I .. I . � I . . � I . : ' . � I � � . I I I I . I � ". I � � , � , � I .. . � � * , * . . . * , , * , � * * � I I � � I . 1 15. THE LEFT DUMPSTER GATE SHALL OPEN 180' COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS , 1. . � 11 . I , � I . ,� � I . I � ,�_ I I . � . I � � I ,I - I �, . ,_ ..... . . �- * - � � � � �; ��.� .. - � I � - , I ... �-- I - ... -.-... x.. - .- , . �/ . I - - - _�_-' - x -.---.- . . .;, � I I - I 1:1 . . I .. I � I 11.1 I � - � � I I & THE RIGHT DU P TER GATE � � I . I I I . 1. I � I � �. � I I � I . I 11 ,:I� . I If ,�A I I GARAGE #3 1 11 . � � 1 . � . � I � I I I . I � � I .1. I � I . I I � I I I . . . I I I � I R�l . I . I . I I I I � . I I I SHAH OPEN A MINIMUM OF 90'. . . I . � , � .TAKEN IN THE FIELD. THE INFORMATION IS NOT TO I: , . 11 � 11 . � I � . I . . . - � I � I I I I � . I I I I I . I . I f I � , . . I 1 � I .11 11 I . � � I 1. I I I I ''I . � � I I � �� . � � I � .1 I � I - I 1. I � I 11 I � � I . I . . . � I fl� � I I � . I � , I � �. 1. � I I � . � I BE RELIED UPON AS BEING EXACT OR COMPLETE. I � �. � � I I ; I � I I � ..R I , I . � � . � I .� I 1. I . � I � I � � I � . I � � CURITY KEY SYSTEM SHALL BE � I - I I I I � � I 1 9. - . I I I N\� THE BUILDING, A I I I I I I I I I .. . I I I . � .� 1, . I LOCATED ON ' . I I � � I I I I . 11 I . .1 L I I . 6" LIME STABIUZED SUBGRADE. I I I . . I I I I � I I � . I I � ..� � - � I I . I � - I I . I � TRENCH DRAIN I I 11 I 01 . � . . I I I I . .1 I . � � . I � I � �� I . I I I I � � . � . . � . . � 11� I I THE FDC. . � I I IT IS THE CONTRACTbR'S RESPONSIBILITY TO AVOID �, . � . I I I � . . I � I I � I - . � I ,� I . � � � . � . . I I I I � I I I I I : I 11 I I . I * I � . I � 1. I I I � I . � I I I I � I I I 11 . . . . I . I . (EXTENDS 1- OUTSIDE THE EDGE OF PAVEMENT) � 6" Cone. Pvm't. I .1 I I I I . � 1. � 1 17. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABL LID ON 'HE ISOLATION I : ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED � . � � . I I I . , I w � I � I � 1, I I � . I . I I I I � � . . � 1. I . . I � . � I I � . I -1 . � � . � � I � . . � I � �' I I I . �. � . . I .. .. . . , � I I � . I � � I . � � � I � I � Cie . � � . . I . I � I � I I � I I I I I I I � . I . I tt`.�', I I I , - �, I . I � � I", . I � I . I . * . 1. � I � . � � 6* Curb � 11 . anout .1 I . I 1. � : 1. D SHALL SUPPLY THE SAME PIR E TION ASI THE AMP OR - I . 1. � LINES, AT HIS OWN EXPENSE, . WHETHER . THE I , � I --- � . I I I .. � 1�1'1 .� ,� I I I . 0 . � I PA. I . I . I I X=5" OR 6", AS SHOWN ON THE PAVEMENT PLAN � . � I � USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATE L C LE LID SHALL BE UTILITY IS SHOWN ON THESE PLANS OR NOT. . I � I I . � I � I I I . 0 � I I . _ . , � . I I � � . � I I I � . . I : - APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. I 11 � �THE .. I > � . . I I * I I � � .1 � I I I . I � . I I I . I I I I � I I I 1 6" PAVEMENT - USE #4 BARS @ 18" 1 1 . . � . - I . I L NOTIFY THE - APPROPRIATE � I I I . . 1 4 � , - � I . . I -'t I I 11 I O.C.E.W. I I 11 I .. _� I Do � I I I I I I CONTRACTOR SHAL I I � . I I I I I I I I . I I i I I � �, . I I . I I * 5" PAVEMENT - USE #4 REBAR @ 13- O.C.E.W. �� I - � I . I . I . . I A 1. . B . . - . I . I � ,� � . I � I I I I � � I . � . I . I I I , . .1 I I 11 . � 11 I � .11 � UTILITY COMPANY 48 HOURS PRIOR J0 ANY - I .. . I I I . . . � I I , I 11 I I . . 11 � I I � I . I I I � I , I � I I I ii � .== , I . . * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 � � 4" Drain Line . I -11 . .1� - . : < �� . I __�_� I - � I EXCAVATION. , . I � I I I , I I I I I I I I I � " I I . � . I . I I � I � * � - , I I 50 I � I � I � I I I . I . I .� I I I I Perforated PVC 4 � I . . � . . � . � I � I 1. I � � � I � I � � � . . I � I . I I I I I I � I � � I . . ,V I .. '. . � I ., I � I . . . . 1. � 4 . . I I I - . I I I � I � I � . .. .. 11.1 . . I I I � I I . � � � I 11�11 � 1. I - � 1. I � � I ` '� I I � .CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS w/Geotextile Wrap / - - - I . A I . I I __ I � I � I . . I . � . �_ I I . I � I I � I I . � � � I I K11 I . . . r...,, - I . . I I I I I I . r,,.-,, I I � � . I I . � . � I . I � I I I .1 I �1. I � I I .. � . 1. I .. I I I ,� TWICAL CONCRETE PAVING SECTION � * . I . : I 1, I I � I -PARKING ANA' N/SIS �, I .1 I 11 I CONTACT INFORMATION: I I - ''I I � . �, . � I . 1. � �� . � I I I � . I I . . � I � -- I,-,- I I � I �. I .- - - __ , _. - .-,---I-- � - - L_ I 0 . � . . 11 I : � � � I . . I � . I . . . I . I I I I I � LIMITS OF � I I . .1 . I I . � I : - .- - , - . . - I , � I . I .11 . 11 � I . � . � I I I . I ,�� ,� I . �. I I I . . I I I I I . I � � I � . I I I . I I I . I . I I I I ROBERT JOLLY I I . I r HALL. . DISTURBANCE I � 11 I � � N.'F.S. . I I I � I I . I I I I I . - . - __: , - - - - - - - - _ , I REQUIRED PARKING: I I I I . I � � I I . . ,�. � � � . I I . � I I � I I I I � 1. . . I I I I I I I � � .. I I I � � . I TEXAS ONE CALL: - -245-4545 , . . . I I I . � I : . BOYETT, BLOCK 12, LOT 19 � . . I I . I I I � � � .1 i . . "ree Grate . I I I I . I 1 800 . . , I I �, . I I I . . . I � � I � , , I . . . � I � � I . � I I . I i - - - . I TWOBEDROOM UNITS I I � � 11 I � I I I � I I I � . � � . � I U.1 11 I I I � . I I I . I � � I � � I � I , . �� I I I � � 1. I � (Nee+ #R-871 . I � . . 800-669-8344 ,� . 11 _A . "I I I I I I � I I ! I I lk'j � \ �_11_�� I . . . . . 4 6 . � I I I DIGTESS � . . 1 1 11 - � I I I �f_,,�! . I I I . . . � � I I . _ 1 5' (Minimum) I : 6. � � I , - , .. I I . I I I ,� .. . . I � 6- Varies � I � I I I I I � I . � . 11 I I I . . I � . I I I � � � I 11 . 1.5 � COCS ENGINEERING -764-3570. � . . I I I I � , I I I � I I . 11 I I I , :, 979 � I I 11 1. I . . � I . . I I � I I . I I . . - . � I � � I � .1 I I I - .. : � 11 I , - 11 . I � I I ,� . , � I � � I I I - . I . I � I I . 11 .. � I . � I I � I I - � I Grate Frann w/ - I 11 � I ,. I I . 1. I . I � I I I I I I . � I - I � I � . I . � I � I I I � � I 11 � I . � I � � . 1 14 � I "I I Cone. Anchor (tw) ., I . I I I -I GARAGE if I � I I - I � . . � ;, � � I I I � � N/In . I . I I I � I I ^1 - � I . I V .RL _L_ 14 I I � I - - I � I I - Tree Grate . I � I I 11 � I I I B rick Paver Sidev alk I . I (Neenah #R-8715 I I . I I � I I 4- . . .. (See Detail) � I I A I I I �� .- - - - 9 SPACES REQUIRED I � I I I I 1. I . - - . � I � I I I I , ..979-764-3660 1 1 1. ,i � , , I I � I � � �1� -----I I I 1. -I-t-- . � . � I I . . . BRYAN TEXAS UTILITIES. . 979-821-5865� � � � � . � 11 . . . , EDROOM UNITS � I � � I ATMOS ENERGY . .. 979-774- � . I � Irrigation Line _// � � . I I I . � � � � � - � . I - (See Irrigation I I I'll .... .� -_� .� ... .. 1 3 BEDROOMS , I I I I I I 11 I I I � I VERIZON , .. I � � 979-821-4770 1 : . �, 11 I I I . nCKII IKIV I I I � . -, Plan for Size) I SP Ut�_0Z1U_1_1+1_Z1 i I I I I . I � 11 . . .: / / I *-. .". Bubbl Nozzle . . I I :. � I . 'd weLdIl"J11 - � � I f Hg .. I �.. _... ,. - � � � � g, g,,, _,��. . I � . I �y 0 . e - � I � , *�, " � � � . ^ . - I ...... � I I �� __ V , , I I I - � I 1: 1 3 SPACES REQUIRED � I I �� I I . � � __ I I I I I I I I . .. . . . .1 ;. * ..(-) I 11 I P . � I I � : I I I � � _. � . . .., .. . .. %..:,::. ---. 0 , I I � � I I I I I I � � . � _. I .. : .. . . I � I � i � I I I . . � � I . , .. I . cu -1 TRUC I I � I I . . . . � I i I I , . � :� I I I I I I I I I Nk . " . . .� � ... I . -",\ Im * � � I . I -_ I I � . I I � � . . . � I I I . . ,_, r,4 ; ii .,��, ;�-, I . I I- . , � �j "a d"'_ �.,.;-'�,.W .'.I- . I I I I � I BIKE RACK I . lz� �. C . �� 1 wjW,1%,-- �" . I I I � I � I i �, i� . , e. 5" Cone. w/ I I I I . 12 TOTAL SPACES REQUIRED I I I � I I . �, Pq1L,1T1,:8Y. A_ I I � � � . . I � I I I I Q 1��, -'.*: lill., .. 'T - - I I I I � I I � � ; I I . � . DUMPSTER-\ I 1 I ... . I � 11 I � 11 I � I % � -� ., INC` -*OR-EQUIVAtENT - .. ..: , #4 0 12- O.Q.E.W. I � I 1 75% NORTHGATE PARKING I I � . � I ,� I I I � ; I " i. � I I . Stab. Subg�nrje / ..I :..'.-- �7:..,.. 1. W"* I . I . � I I . � i , .. I I . I � I " I .1 . %We, - -1 � � 11 -_ - I � i' I �i 11V-. I . I � - I I � I ,. . I . . _E::�._ I � I I PAD NTH 6' 1 . " 1 , 9' PARKING � � I N�) . ': *:*:, -, ,- . . ..':.- .:...,D.kl , ":z Undisturbed � � . I . 9 TOTAL SPACES REQUIRED � I . . i I 0 I , '* - , 1 ,$ ... �: �... - %:: ;P I li , . . I I � I � . I SPACE � ,;5,A � . .1 .. 1. .. . I.. . . I , ., Earth (typ) I I . I . . I . I i! � I'll . I I S�fl I . I A B � . I ]I 1:1 i� r_3 1 . - . � I . I I ii . . I I I I I 1 � FENCE . I,..�.. . - \ I Irrigation Pipe (sch. 40) � � I 1 4 I I BOYE17 STREET I i � 11 I I DOUBLE " . 1") w/,3' PVC Sleeve I � . . � - Ij � I . I I I ENCLOSURE . . . , . .. * . 4'- - ' 's , 11 . I . I . I � I I ii � I � CURB A. . � .t'', , � ��D I I (See Plan for Sizez) 1 1 PARKING SPACE I � � I I I I I li, I � I � � I . .t> � , "I 1!� * , "I . Undist rbed � � I I ; . i � � ! � I � . ... . . � . �11?-, - - Earth (typ) I � I I � . 9 TOTAL SPACES PROVIDED I � .1 � : - I . � ,� P � I - I I: � . :: I . I . . � I . . - C I . . TREE GRATE DETAIL I I I I NITS : EXISTING OVERHEAD , Cx 4" PVC Perforated Underdrain I I 'L I I I " I .. .. , .. � 15 mill Moisture Barrier I � - . I I � . � , ELECTRIC LINE ' I I . . . . . . . � �;, I Wrapped In Geotextile Fabric 11 I . I I ; . . I . r.1 I � I I � . � 12' 91 �rf I- = . . . . I, . . � .. t, , - 6 , �1` * � (FLEX -Drain or approved equal) 318" Pea Gravel kas Manufactured by Stego Industries I � I � ! . I> A - I . or approved equal) I : � : � .. � � 'X 7 � I � : . - . I : .. - A I ., ... . t. . I I _�' I I I I IC11VIT _P � I EXISTING I ... 1. 'A . . . . .. I I V w MA � TOTAL AREA = 0.1595 ACRES . .. I --h . . I I I . I � CLEANOUT p� - I . I I � 'I - - � 20' . . � - . . I ;I�"j RETAI - NING __U . I I SECTION A -A . 11 � I I I � � , 11 I I � I . � I _� I - ---v-- ..>... - - \ ` , let. A7 1 � AE I I - 10 - . . ,,.�, WALL . � 1, t, . �, I - I AE � � � I I t. . . : . - t,;r � I . 0 "A . I I � . ' . � I I I ---AE----_ . .. . 'CONCRETE' BOTTOM' - � . � � I I . . � I 11.1. ,.�'j-'.�;��Y, , , . I b� I I I I . I I -AE-----AE . .. I , 11' I'll I— 1-, " , '111 �2�.., E� i . 'A , . DETENTION POND , �-' \ --,. ., . ! I I . S' (Minimum) I Varies � � 6- ,� . �, . � 18zd� : .C. to I'll . I I __-AE �, I'-- . -S-6- E , " I . . . ...".. � I 11 , �,i,_'N ; _,_� I, \�:�_, - . I I I �- 24�,, R- 7 , . I I � I I � I I I . -AL ` A; --�,,,I�,.Y--'�'i� �) . - ,�, .. I I I . . � I . I �. � . �� , , L. --AE -I�z - �,h . . 6 .� .. . . . � . .. . .. -1 - - I . . I - I q -, - �;�,;-.-llil " . -6_��S`--13-__ I I ,,-_�,,,vk ..-,:��;'�l��,�-,:',jl��,.",,- _A�j -tF_ I I ,, ,1';'�,�,_�!1_- ". t. - -- I I I I I I . EXISTING OVERHEAD EXISIING [�,'�,� ',',�,'! i.!�: 1, . � Z) -b I I 9. I . I I . I . I - � �- 11 -1; . ck Paver Sidewalk � � I I ! �- I . � _ rl;� - �'. �j :,� "'�, . . . . . _,,��Y`,.A�,�,'�� ,)'."!,i__;;,.� ,, `_ _;�;;;. i�", � - 1 - , =��_=====::�=�_--��= _.., AE_ " " - ." , , 'pr"I.-I - 3- I I 1. - 11 - _r,�� _,', ', � U. � ''. ��,� � �',, i ,;_ I 1 "I"J7 - -� ,"'im. ,�'� .,�;,,,� , .. R LINE - I��!W"��"'�"`i?��I�� 'r � , '..'"t. - , � . 7- , __ � I I 1�1_ -11 11- .1, 7 .1 ,:,L,�7,7'�T.i.., --I . " 1 1 - �,M,,�i (See Detail) ELECTRIC LINE 6" SEWE ` ";" - I, " ��'��'?� .- I- , , "! "', �� . .M 111i� - �� -_ _.. . . I . I I I . . I I � I _ .7,�ry - - '' I . � Br, I I I - 4� 7 --`�7* " �__ - ___Q�� --l"��,�"",��,,,��.t'��l-,�",;,- �':;�4 ,�-`."V�, ,�_-�_ 1.11". 11 . ,� � 1� I I , . I ��', "I", � "" O�J�,-��, I _____� I I I - 1i P-t -7 .��, -.7".7.-TI.- ,�,l -,.,. ", 'I" !,, , . ;� �_7_11w 7., t' �` , .`t'�j ... , ,�1.,'IZY-J�/�K1z,A .�,l ,�;.Yp;ll��v�li:;xllKl;l,�ILIE-1 . I � ,t �t t� �j� ""-71" ,�7',777 ,,, J:,�,%,�,,, -` ,,_ , � , ,t�,�, ; f�:�-,�� I , � � � , , ,_ - �,;j ,;;;,.J I �'; � ;4 iT V jl;A�14.A,ALI�';4/1 , �.,_ . I -� - lml"M"V,�'ll"�7 P_l '_ � , , I � � I - -L,-, tj!� j� .......... 5�,-&,gL' 4, I - 11, I , . 11- - "I I I I I �. " I 1111.�t�, ��.; �11; A. I " """V,1`11'1_� 11. � --- - ;,; � - - � : . , I-- \:- . .. I ,� .1, I . , 44 ...: � - �:, 11 I .. I I - _ ".., � �J_ I I . 1, I I ,,,- _ ,� . I I I I _`;:- "', . .; V � I I . I � I - "! , ..",', ::� : ; , .- .r. .., . ., ..:. , *'.' , `( - :� "I .1 . I , . � .. t I .1. . .! , - �� .. � , - ..--.- -:,i - - I I I I " :- ' "' "' - � �W. I iii. -I 4. . . -, . � .� i I I I � -- ZS UCTURAL. - .. __\ . I . GRAVEL AREA � VARIABLE I . ,.". - ` I—. '. . \- 5' Cone. w/ . ' - " "' � . - I I I I . I � I 1.1 :.�.-. �.:'ACIIL!�jpy.-�AM.Ef(�Qi'-` �-' I I . - , - - - �. - . I . . I . . .1, I I I I . � � . � I I I . I WIDTH . � _,�:_ " - . , - - OR,EQUIVALIZ0 - - t- #4 @ 12- O.C.E.W. � I I . � I � I ) . � � . .* in .* , INC.; T- I � � I I I � . I . I I � � I I � � . . � . �- .�... L. � ... !. ..,; � 1. .. % I . - '. - - - - .Sla"�. ._- �, Undisturbed I � � � � . CHARLES H. SZABUNIEWICZ � , I � I � I . I PUE I I I � I I � Stab. Subv,..w _"� �:,.'..-t.- - . ,:..7':, .. .�.,. ;� I . I . I I . I I I I 1. � . � . . . '.. - . � � I I � I � . � � I . :-, --.,:_.-._.-.*.;9_�,_ . I I I I . BOYETT, BLOCK 12, LOT 5 1 1 1 1 1 1 1 1 . .1 I I I.... * -, - - -, , . . . I . � . I . RICHARD B. BENNING , � �-- :-.. , - -1 Earth (typ) I I . I I � � I - - - -, . I I . � I . ,� � � I � I . I � 1. 1. RICHARD B. BENNING I . I I � I . . �..'� . ., ki��'. I I . ,. I I I . ZONED NG -1 �, ,.� I 11 � 11 I I � BOYETT, BLOCK 12, LOT 3 1 . 4 . Irrigation Pipe (sch. 40) � , I I . � � � � I -1 I I 11 I . � I I . , I I -1 I . I I � . I I � I I 1, . 11 � 'BOYETT, BLOCK 12, LOT 4 1 . � . I : , , � 11 . . � I I . I I I I I w/,3* PVC Sleeve � � . � .1 11 . � I I � I � I � � . � I � I I . I I I I . �. � � � � I � I . . I I I . � I I . I -V I I (See Plan for Slzez) . � I I I I I . I � � . � . . . I I I � . I .� � I . � I . I I . I � .. I Undisturbed � . - . I I I � 1. I 1. I I . , I I I . I .� � . . I I I � � � I I � � � � I I . I I I I �� I Earth (typ) � I � I � I I � I � � I I � I I I . � I � I � � � � � I � I I I � � I . I I .1 I .1 I � I . � . I � I I . I � . � I I I I . I I � 6" Layer of 1 15 mli Moisture Barrier I I I . � I . I I I I I I I I � I � � � . I � I � � I I I 1 4" PVC Perforated Underdrain 3/8" Pea Gravel (as Manufactured by Stego Industries � . I . . or approved equal) , � I I I � . I Wrapped In Geotextile Fabric I . I . � I I . I C � � I � I I I I I I 11 (FLEX -Drain or approved equal) QE_C'1T1 nN I E) ED � � I V .RL _L_ 14 I I � I . I I I I : . i : . W". BOYErr ESTATE PARTITION � . .00 I I I I � I . � I I I . i . I : � � I LOT 19, BLOCK 12 1 ; . I . I ; . I � I I 11 � I I I I I I � I I I I I I - I � .1 I I I I � I I 4- . . .. I I . I ; : � I � : � I . VOL. 100, PG. 440 . � �, 1L � : . 1. I � i� � I � I � I . � I . I COLLEGE STATION, BRAZOS COUNTY, TEXAS . � I I � �, I I � I I I . � I :: � . I � 1. I . . � I ! I I � � � I - V PROJECT � I I . I I � - � � �. I � I I I I I i - I � � ; � LOCATION � . � � I � . I . I . � : i . SCALE: 1 "= 1 O' � DECEMBER 2013 :� I � � ! � I � � I I . I I : . . . .1 I I � I I � . I I � - I �'.� I,& .�:��, �,. �..-.� I 11 I _ I � -1 .. . . .. . I I . I I I I . . � . . I I I ; � � � I - I I I I � � I � I I I � I i � ! 1 OWNER/DEVELOPER: SURVEYOR: �� . � , [� I I � . I . I I I I , . � . � I . I I � i ROBERT JOLLY I . 1. BRAD KERR, RPLS NO. 4502 ,, I I � I . . I � I I I I . I I 1 . I . I 5510 SILVER PARK : I � � KERR SURVEYING, LLC . I . I * � . I I . I � I I 11 � � I � � . . HOUSTON, TX 77041 1 409 N. TEXAS AVENUE � � I � I � � I r � � I I I I I I 1?1 . I � . 1 � (281)630-1153 1 1 . . . . � I . . . BRYAN, TX 77803 1 ,, �. . �� I I . I I . I � . I � IN . I 1� I I . . . I , � � � . I I - .(979) 268-3195 - I � I I . . I . I I � I I � 1 I � I . I . � I I � I I 1: � I . . � " � I � I I -ENGINEER: . . I , %li . � � � .. � I I I I I . 11 . � I I SCHULTZ ENGINEERING . , LLC. I . : I � i � 11 11 I I I I I . NOT TO SCALE . 11 - I I � [ I I I I I � I ! I PO BOX 11995 � k i1ni I r^r i: I I 'hultz ELLC 27�qineenn( mire, Suite A College Station, Texas 77845 979.764.3900 TBPE N0. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERB DLD DLD JPS 13-304 DEC.2013 I . I I I I I � I � I I . � . I I I . . � . I . . I I I I I � I I � . I I . I 11 . � I : I I I . : I I I - - - pi an I R _______'� mmummmmmoommmm . M&Tm"lmmNmrrggmammnlonnmmmmgsmnmmowmmgmmmg . my,pm r � I � I I I I mmm I I I , � , � � I . I � . � � - - mmmmmmm-m- - ____ � I , I , , � , ' I � I I � � I - womommmmm - mmmmm� � I I I . I . . . � � I . � amm � I � I I I I I . � I I I I I : . I . I I I � � � I � . . I � � . I : I I � . � I . I I I I I I I � . I I I I I I � I I . . I . I I I � I I I I . I I . I . I I . I � � � � � I I I I I . I I I I � I � � I I I I . � I . � I I . I � . I . I I . I . I I � I . I � I I I I I I : . I I I I � � I . . I I . � I . I � I . I . � � I � . . � . . . � � I I . . I I I I I I . I I � I . I I � I I I � I I I I I . I I I � I I . � � ., . � � . I I I I I I I I I I I . I I . I I I � . I I I . I . I I I I . � � I . I � I . I I . . I I I . I I � � � � . I I � I . . � . I .1, � I � I . . I � I . � I . . I . I . ,. . I I � I I � . . . I I � � I I . . . I . . I I I I I I . I I � I I I I . I I � I . � . � I � . . I I . . I . I . I . � I � I I I I � � � I I � � I I -_ � I � I I I I I � . I . � I I I � I . � � I I � I . . . � � � I I ,� I I I � � � I I . . � . I I I I . I I I - � . . . I I � � I � I I � I � . . I I I I I 1�1 . I I . � . I I I � . 11 � I . I I . � � I I I I . I I I . . . .1 I I I . � I � I I - I I � I . I . I � I . I I I I .1 I I . I . I I I . � I I . � I . . I - �� I . .I- I I I . I I I � I I � " � I � . ; � I � I I � � I . . I. , , � . I � . I . I I I I I . I I I . � . . � I I � I I � � � I � '_� * I . � I I I I � . � � . I I EMEMENT CONS I � I . I � . I I I � � I I I � . � � ., � I muff - . I I � . I . I I I � � � I I I . I I . _non_mms_ � 11 � I � � I - �� I . I �' I I I I I I . I I . I . I . . . I I � � . - I I � I I I � �. - � I � . . I . I I . I I . I I I I . I I I � � I . I I I � I I � I I I � . I I .1 ��' � . . �� I . . � . � I � I I I I I I I � I I � . � � I I . I I . I . I I . . � � I . . I . I �, I . � I � 11 I I I . 1. AL OSUCTI LL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHAL . , I . I I � � . I � . I I � I I I I I I I �l I I . I I I � � �. L HAVE � I I I � I i I . I I � 7 . I I I I . I � � . . I .� I . . I � I I I I I � I I I . . I - I A MINIMUM ,28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH .. I . I . � I � . I I i I � I � I � .1 I I I . . I I I � I � I I . � � � .1 I . I - I I 11 � I I � I I PORTLAND 9tMENT SHALL BE 25 PERCENT BY WEIGHT. I . . . � I I I I I I .1 I I � I I � I I I . � . 11 I I I � I . . � I . � � I I � I I I � I . I I � � . � I I � I I I I I � . I I 11 I . I I I � � I . I . � I I I I � . . . I � . I I I . I � I I . � . I I I � � � I � . I . . I I I I � � I . � I I I � � I I � . � I 1. I I 1 2. REINFORCINQ STEEL SHALL 13E GRADE 60 (60,000 PSI) I � I . � . I . I . � � I . . . I .� I I � I I � I I I . I � I I . � 11 � I I I . . . � . . � I I I � � � I I . I I I I . ,� I . � I � . . I . � I � I - � � I . I I I I I � I . I 1 3. � IF SUBGRADP_ PI IS GREATER I . � I � . I I . � I � I � � �� . . - I I I I . � BOYETT,STREET, � I I . I I � . I I � � . � k THAN 21 FOR SOILS BENEATH THE PAVEMENT, THE SUBGRADE SOILS 13ENEATH THE PAVEMENT I � I I � � I I � I I I � � ll� I . I � I � � I I I . I I I � � I . I � 11 � I I � SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE I � � � I . 11 I I � � I I . � � .� � � . ,� . 1. I I � I � I . 1. . � 50' ROW, 27' PAVEMENT I � I . I � I I I I I I I � � I I . . I SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE NTH A MINIMUM PH OF 12.4, 1 1 � � ' . I I � . . � I � I . I ii I 1. 11 I I 11 I I I .1 I � .� � I . � � . . I I I . I I . � . � I I I � I I � I � . AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), . .1 � I � � I I � I I I I I . � I I 1� � I � � I I I I � ��. I � I I I I I . I I � I . I I I I I � � 11 . I I I . . I � . I STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS� STREETS, AND BRIDGES, ITEM 260, THE LIME STABILIZED I I I I I I � I � � � I I � I I � " I I I .1 . I . . III � I . � . . ;� I I � I I I � I I I I � . � . � I � � � I . � � I I I I I I I I SOIL SHALL 13E COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM I � � I . I � I i . � I I � . I I I I I � � I i: :1 � � . � � I I I . I I . � - I I I � I � � I I I � I I I I . � I � I . D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO � I I I . �� I I I I I :: I I I I I � � � I � I . . I I � I � I . I I I mm" � I I � I I � I I � I ;: I . I � I ' : I . I . � � I � ' I . I � . I . � I I � I � I I ii� � - - STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264. "LIME AND LIME SLURRY". THE LIME STABILIZED I I . . I ,� . . I . � . ' I � . 1; . I ,� . I . � . I � 1. I I . � I . I I . I I I I I I � I 10 5 0 . 10 . I I SUBGRADE $HOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. � I I . I I I I I � I . � � I . I I I - � � I � � �i I I � � I i, I I I I . I I � . � ,� I � . I . I I I I � I I I I � � I I I I . � � . . I I I I I . I . I : I . � I , I � I � I I � I I 11 . I I I . � . I I . . 4. I I I � . I I . I 11 . I � I I . � I ! . I � � I i I � I - I � � I I I � ,� I I . I -W-6 � W-6 - I I . . . I I I I I I � I I . . E CONCRETE SIDEWALKS SHALL BE COMPACTED AND *PROOF -ROLLED". ANY WEAK OR SOFT � . . I ,. ' I . � I � � I 11 11 . � : . I I . I I I W-6 -_ - W-6 -W-6 -W-6 W-6 � 1 V06 W-6 --W-6 I I � SCALE IN FEET I AREAS IDENTIFIED BY THE "PROOF -ROLLING* SHALL BE REMOVED AND REPLACED; I I I I I I � I 11 � . I . I I � - :: I I � � . - � I - _W-6 - . . . � . 1. I � I 11 � I I . I I I I I I I � i I � . I . � ' I . I � I 11 I � � JOINT SEALANT MATERIAL TO BE tONNEBORN SL -1 OR APPROVED EQUAL. . I . I . I � I . I � .. I : I I I . - '( )' I I 1 5. 1 1 i � I � i I . . I I . I ''I � I I I � . 345.20 TW I i345.64 TC . � " � � � I I I . � I I . � I . I . . . 11 . I � � � . I I : I I i I 1 345.67 TC\ � . I . I � I I I I I I I I � I 1. � I �.. ' I - � : . �� : I . � . I � . I � I . I I I � I .' - / 345.30 TP,,_ 1 ,/345.20 TP. - / /345.63 TC , /345.61 TC . � . . __�__:_� � 11 . . I .1 I . I . I 1 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE � � I I I I I � I . �, I I I 11 � I I . I I . I : � . I � 1 __4 , N \ '� , I" \ \ \ '� ', T �_\ \'. .� 1, .- I - - . - . � I I 1. I . . . I � I I I I . I I I . I � . : I I 1, \ \7 \ ,,, I I - -_ RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET ENTS OF TXDOT ITEM 526. 1 . I I . I I I I I � I W-2 - -W-2 4. � .1 11, I , '� \ \ � \ , 1. �..' 1, \ . , .. 1, - I - L. - . � � I I � . I I i . I I I I I l\' , - -2 � W -*2 ---.-W 2 W-2 - � : � . � I . I . . I I I . I I I I � � I ,. . I � � I " ' ' 345.67 TW . I . � I I � . � I i . . . I � I " 'T �� 345.76 TO � "I \ \ '_ ' ' ' \ I I . . I . I . 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN . I I � � I . I 11 I- I � I . I I..'� � � I 1. � I � . � I I .1 ''I I I � I � . � I � � I �. 11 � 11 11 �� I ' _' ' \ \ ,\\\'345'66.'TP' .�' \11 . . I ..' . � . � . I - THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY I I I . .1 ,� �- I I . . I I I , , I I . I tt I � I � I I I I � I . I I . � ''I � 11 I 11 I I I . � I I I . � I I � . . I � I I I I 345.71 TW '. y " ',7\ \ \3i5.60 _ lki\ \ � I I \ \ I I t> " * . '. . . . 4N . �>. I . �. I � I � I I WITH LOCAL AND STATE ADA REQUIREMENTS. , � I I I I � I I � I � I I I ''. I � � I � I I . I �� I I � � . I �� I I I I I � � � .� � I I . - � � I .1 � . .. I 11 ' . . F - . . il� . I . �2 bW C' . I ' I � � 11 I I I I I . 11 � I I � I � . I I I I . . I I I I I I � 1. . � 1. 11, I . . � I I I . �. I I I- . I - . I I I . � . � .- ,� I I � . . � � � I � I I., I . � I � . I I . I I I I - 6. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE.ROU I � � ' � � � I I I I I . �. I . � I � � I � � I I I � .1 � � I I I I I I I I I � I . � I I I I � . 345.83 TW -1 346.30 � . . *'*I- - � &Aq w . � TES IS 2% FOR SIDEWALKS AND PAVEMENT. . . . I � � I . I � I I I I .- -_ A I I I . I I I I . I � I : ''I . I . 5.66 TW ' . . . . . . I I I I I � I . � � I I � � I � I . . . I I I � � . . ,. - I � � I I I . I . I I � "� . � � I � I �. I . I I I I I ,� I 11 11 � . I I I . I �' . I I '. � I \ -, \ ' - ______ . � 346.20 a TC �' I . >' - . . > . I � ,� I I C. ulvlo7e�e_ - I I 9. . H N16AL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, � . I . � . 11 � � . - � I � ll� - � � ,� I I � � � . � I I � � . . . 11 \ 345. TP Tpl. I . . 0/'V\ . ' ETC. I I I I I I I . I I ' . �' . ` 11 . - . � I I .1 . I . . I � . I I I � I I I I . I I I I I ' . ..' I i . I . I I EWALK__\\�CURB-\ I � . . , � I � I ' I I : � I I . , 345.77 . I . . I. 1, . . . . , I � , �' \ \ 6 . .1\ . .I . . .v 1. I � � - . I . I . I I .'_ _/ \ 346.30 TC . * . - vvi-4 I I � . . . 91 \ \ , . . � "A I SID I I � I . . . . � . � I I \ .. ;� ,,, \ \� � . I . - . � � . - - I �> 'n' I I I � . I , � I � I I � I I . � I I I I I I I I I I I � . I I � ,� I � I � I . I/ - _' ' I" ' . N .. I a'to.� ivy.. . . � " I � I .. 10. THE DETENTION AND DRAINAGE FACIL171ES MUST BE CONSTRUCTED FIRST. I I I I . I I . I I I I I � : I I I � . � N, \ 345 80 TP , ,, � . I . I . � . I . I I I I I ii I 11 11 I I � I � . I I . . I I . I 1. . I / .� \ I \ N , ,,, \ ' N ' I ' 1, \ \.' \ �-- \ ", - 0�'. I I t>A � . . . .� . 1 4�* ' . C> I .��L _vv�d � . I � I I I � . � I � . I � � � I I . I I I I I I = - 11 ' '� -. \ '� " 1, ". \ \ -, rl * I i> . I J_� Y\��> e�o I . �' BRICK I � 11 � I � I I I I I I I 1 346.45 TC\ , , '.' ��. .' .-& - 346.30 TW t> . 6 . . . � , , . � I . I I I SIDEWALKN . , I I � � I . � I � . I I . I � .� I . " 1. I I � I � I � I , , - - _- _ . . . � � . . �� I I . I � I I � I .� :.- . - - -. : � I � I I I I I � � I . - . . . O . TP , ". \ \ \ " 345.85 TP 346.38 TW I . ln� . . . . I I I I � I . I . I � I '�lh . I . . . .. . . � I � . � I . / . . \. \ \ \ \ " ,.;+ , " , \ 1'., N'. 346.35 TW .. . t &C . . I - .: - . PAVERS I . ------- e __�.-----7 1 . � I I � I � I � � . . � I I � . � I � .. . . .. � � I I . � I I I � . I I . I � I I I I � . " .. . '. \ \ \ 345.9 " .," - . bvl y"y) 6 I . I I I - I I . I I I I I � I I . . + . , " " . .. D " �� -, \ \ \ 345.38 TW I � I -0 <�' . I � I I I � I .1 . ' � I I I I I � I I 1. I . I - 11 I ... L ... - . - ..'�'- \\ ""�".'_�. '.. " "�. �_" I 11 \ I , >'tN ' - , �> . ' ' -x,-- - e/ I � � I T I I I -d ' . � I . - ' .. .': '.. A _': ,: .- -.�-:. . .. I ...r) " ", \ ",+, "\ "", '.11 �'..' 1, \ "�ll I,", I.., .. I . . . 1> . >' lico . I I . . I , I .) - I I 1= I I . � � I I I . * ` . . - ! ... . . 1, " �' � � . . I -a : 1. I . 11- . . I � I I I � . ... '' . .. . . . . - ' .. , , � -1 -_ I �" 11 � . � . I I . � � . 7 - - ' ' A. " � . - I � I I .. � . . , \' 1, 1, , , 1, , I I I . . \ I . I . . I; . ' . - . . .�.. . - '. 10 . , I . I . . I . I I .. 1. � I ' I � I � 11 I I I . . .. . . . . . . ...:. � .:X. : . .,:. , '\' �\ "'� \ � '.� '�;"' .�" " " 111. 111. I I 1> . . I b . . _�o (IT I . I I I I I . I .. � -7 .. � I I I I . I I � I - , '. . I �� 1� 1, � \ '. - . I I I � � I I . � . . . I I � . I 11 I I I . I ... ,. . .1 ' . .. -. . - .. . lly .. ':... "I' 1, .� \ .� , ��' �." '. ", .-,., I " � �"�' � I . � I . . . I . . . . I � 11 I . � NOTES: , � . I I I � I I . . . . �. .. lo . . I I � I I I I I +1 I . � I I I I ' I .. . � ... .. . . :* - ..... : - �' - ' " " \ ". I" \ ,,, " ".� "'. I . . . 4 . I . . , I � 1. . I I � � I � � . I I I I I . I . I 11 . . ... . . . . I. . . � . .... - - / . - � \� .. _�.x \. ' " ' .- I " � \". '.. _.' . I . I � I .. . . I I I I . � I I I � � I �l . I . I . I I I I � � . . � �� - . I I . . .. ... . . . . . . � - . . .. � , ".' , , I '.� " , " " .: " \ � , . +i . � t> I . � I I 1. MATERIALS AND METHODS FOR .PAVEMENT MARKINGS � I � 11 � I I I I I . I , . I � . .1 I . I I . . . . .: , � 1, , '� � I. +1 , � " ,\ ', �' ". 11 � _N - I � I . . I I I .1 I I . . I � I I � � I I I I � . � � I � . . . .. . I . .. . ... .. I . .�. '. - . \' .� .. \� �' ..' 'I 1, I r,OMMERCIAL � .. � � t> I I � I � I � � . I I �� I I ' . 1. � I � . ,... ' � .... I ... .. ... : . /� . .. . \ ", .'.�' I \ , "', "-., \ \' I . . I �' . . SHALL CONFORM TO TXDOT STANDARD SPECIFICATIONS . I . . I ( . . . . . I � I I .1 � . I I . I . - � I . .. .. . . ... . . W.. . / . .., .. ... " .'�' \' " .' \' \ " , " , �'. "�" I.'\ 1. - . I . . 'IN - . � I I � I . I . I � . I . � I I I CONCRETE SIDEWALK I � � I I . + I I . . I I � I I I � - I . . . ' I .. . . ,.:.v I . I . .: . ' :1 . , "., \ ... 1, . \ 11, 'I., I " " , , �'� _�' I I . �> . . I 1. I I I � (CURRENT EDITION), WITH THE FOLLOWING EXCEPTIONS: 1) � I I . I I I � . � I I � . I � I I . I I . � , � I . � I � I � I . I I 11, � . :: . : . I ." .. .�.: . .... ../... '. 1� .... . . . I 111. \" ." I\... \ "'�. \� ��'.' "I., \1 , "I I I � I . I I . TYPE 11 MARKING MATERIALS NEED NOT BE PURCHASED I I I I � � I SECTION A -A . I I . I .11 . I 11 + I I � 1 . . I . . � � I I I ..' - . .- 7*: -, " .. -1 . ... I , . 1� � . " �� 1. \ '� "I \'� I I � FROM THE DEPARTMENT, AND 2) GLASS BEADS MAY BE I I . . I � . . � . I . � . . . . . \, , \ "I \ . � � I � � I � I . � . I I � I I . I � I I I � I I . I I � . .: . , .. � \ \ .-, 11 I 11 .' \ �. 1, I I ,� I . � I OMITTED, BUT MARKING MATERIAL SHALL BE TYPE 11 � � . I I .. � I � I I 11 . � ' . F - . . . I . \'\ , - LEGEND . I . ... . I � I � '. - . � , I , I � I � I � I I � � I I � .. . ' '' , , ", \ . �'.' .. � I I I I I I . I I � 1. I . I . � I . � 11 I � � . _. I .1 � � I � I I I . I I . .. .. . - . .' I -, +./ - - ." . . '. ' . . : . '� " \' \1 " �' " * � � - I I PANT -TYPE MATERIAL I . I . I I I . I . . � � .' . ... ..I .:. . .. : ! , I :' - : , \ , , , '� . , \ , I., I � I I I � I � . I I I � � . I I I + � � . . _. . , . . . . . "' \ '. , , � � . , 1 '==�7 F � [ I - I � . I I I I I � \ \ "I \ 1\ " I �'I,T" I , " - - - I \ - 11 346.15 TP I I I - -' ' - - � I . . .'..... .'I.. . . � : I I I : . � . \ 1, ' \ 11 ". "., \ "�. ..' "I I .. � I I . . . .- . .... . . . . .. . . � I I 1 1 1 1 1 . I � � , 11 I � . , * I \\ I I . ........... . I ' ' X i � I I , 1, N I , . I \ I , I I 11 \ 1, 11 \ ". I . , . I . . . , I . . , . . , , � 11 � . . . . . � . : I I . I I � \ 1� I '� ' ", I \ \ I . 1. N I I / / ..4 1 ' * */* */' '/ */ 'q � I ,� \ I , I. I . I I . � � /. - I .* .'. - I . \1 I I - / . . . X X X /.-* X _' /.' /_.. .' /'/. - - . , � . I I I I , \ ", I \1 \ . � -\, \ \ ", 1, 11 A . / / I I I 11 �.- - X .* X - - - /././.. .' /.. .. /// .* -. I I I : � I � I . . I . , \ \ \11, I \ I . � 1, \ I" ""\ I ""' \ , � I I - / .� I I I . I I I I I . � . � � � � I I � I I . � . I . 6" CONCRETE \ \ \ I "" I I ' \ 1, \ " 11 � � I I / \ / \ . / 1 12-* 1 � I � � � . i I I I � I PAVEMENT \ \ \ \ \" \ \ t \ \ "� '\ .'t'� 11 I HALL I I � I I I I EXTEND E / . . I I � . I I � I I � "I �. , \ \ I N "� \. .,. ".1 11 I . I- I .. I I I I � � I . ND 18" \ . / I I I � 6" LIME STABILIZED SUBGRADE I : I . � . I . � � I I � . I \ �. I \ " , 0 " I E .U2 1 . 11 � I BEYOND CONCRETE . / . I I - I .'I , .' \ ,� � I � - : , \ �� . I I I � '�.. ", �11. I .' .' ",\"., I..", 1� I 1 GARAG if I . � � I I � I I � I I , . � I . I � I � I I �� i I I � I " \ \ " \ \ ' t 1. \ " I � � ; I . . (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) . I I I I � I . , � I H \ " \ , i � " I � 1, I I : I . � I I I _� �� I I i I I � \' \ �' �\ "\ "�"ll I I \ 11 I I I I I I I � . , 1, ,. �� 1, \ 1, � I I I � � I I I . � � I . I I . "" \ " " , I , "I '\ 1". , ? I I I I I I I � I I � I i - I I I . � I � - � \ , '. " , 11 �'. \ " \ I I I � I I � . . I I � I I - . 11 I I .1 * X= " OR 6" AS SHOWN ON THE PAVEMENT PLAN � . I : � � I ' I - , , . I I I : . I , " \ \ I ' , , � i � I I , " I I \' \ " \ " - " , " I I . � 1, 1, � 11 .' 1, , , I I . � I , \ '. -_ \ " � I I I I I � I � , , , * ` � I : � . , , ,'�\ ":1 I \ , . . � I I I I I . I � 1. I I ''I I \ I \ .\ '\ , \ \ 11, .. '_'� 11, I.. \\ \ NT . . . . 0) _-N. 1 - I I � � I 1, * 6" :IAVEMENT - USE #4 BARS @ 18" O.C.E.W. I I : I I I I � � I I I � I I 11 I � * I I . I : � . � I � I I '\' .' - \1 ._"�' , \ \ BOYETT ESTATE APARTMENTS I � I . �'-Y SCH 40 PVC PIPE . 1 5" :IAVEMENT - USE #4 REBAR @ 18" O.C.E.W. I I I I I I \ ,\,. \\. _'� \ I. I \ ' 3 STORIES I � � , \ "� I.., "', I , \ 1, I . : � . I \ \'-, �ij I . I I . I I : I I " . - I I : I � I I � i 1,--\,---" " � -, , � '.1\ 29.35' MAX. BLDG. HT. � . I . I I * CONCRETE PAVEMENT SHALL BE CONST � I I i . . I � I 11 . I I .. ". �\ \. - " I I � 12" BELOW TOP OF *NOTE: I RUCTED PER 2012 � ! I I � I I '�'_\ _1" \ � .� \ I- 11, . I \ 11, I., ". , \ I I . � I I I I . I I I 1. 1 � I I � � 11 11 I 'I. I I,, 11 \ "I I'll " . \ FF = 346.4' . .. I I I GRADE TYP. , CIT' OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS I � ' . , - ' I , 1� � I . I I ' , \ I \_ I � . - � . � . I I ' . , - I � � I 11, I 'Nl 11, \ \1 ' . l\ " \ ' I . - I I UNDER PAVEMENT � I � . . � I . _'� . "\ " I '< V - -., I LIN I I . -1 " . I I I I ' - I � I I \ ""\ " '. \ � p, �l 11 " �" \ ", , , 9,499 SF � . I I . I I � SECTIONS SHALL BE 18" BELOW I I TYPICAL CONTCRETE PAVING SECTION � . � NELSON RENTALS INC. I \,-\ I � , ., .", 1, 'I" ._,' \ � I , " I I � I 11 - . I . 11 � I I .. � I I . THE TOP OF PAEMENT. ' I . I I I I I I I I I � ' ' ' I , I I I I I . I . � , N ' ' " '- " � 3 - 2 BEDROOM UNITS I . PVC SLEE17E � . . I I" 1�1'�'_.__"� 1. ,. I . . . .1 .1 � I I . . - I . I . � . . � � I � I I I . � I BOYETT, BLOCK 12, LOT 18 1 �� I , ", . " I .", -III , �'\,�"\.'- -.*, .,., L n Dn OS 09 ��j U I � . I � I .. � NORMA SUE BOYETT MITCHELL . � I I I . I � ''I . I I � � . � I � I I N.'r.s. � I I I I � � I � � I I . � N.T.S. I . I I I � I I . I � . . I I I � � � � ,� ' � I \ \ \ \ . , '\ ',' \\ 'I I \ J-3 I I 1. � . I � � . I I I � I � . I . .. . � � .1 � I I I I I . . I I � � � I � I . � I I I � I I . � , 11 . � I � I I I I �� .' I I I . I I I I � . � I I . . .1 I I . � I 1: . � I I'll 11 I I \ 1\ '-, , .: .il I � \ , , "� , - I . � . . I BOYETT, BLOCK 12, LOT 20 � � � � . I I . I I . � . . I � � "I � I . I I I � � I I : I I . ' I .1 I I . . I . I I . I . . . I I . I I � I I I . I I I I � I I � I . . � I � I I I I . I . � I I I . . � � I I I I � . I 1, � I. I I � , � . I - \' "'.-I ,-\ \. - I . I I I . I . . I � . ' I . . I . I � . � I . �. I I I I . I 1. I � . I I I I I 11 I .. .. I � . I . 11 . � . I I I I I I I \ \ I I . � I I I � I � . I I � I . . I I . I . - I � I � I � � � � � . � � . . � I . . ,. . I � I 1. I I I . 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I � I I . � . I I 11 � - I . � � . I I I � I '. I ,� I I 1. I � I - 1. . I . I., I . I I 1. . . 11 I 1. . I.. I I.. I . p � 1� . 1 I I I I . � �� \ \ \ , 1, I . 3�5.56 I �' 346.15 TP � I . . � � I I �. BRICK PAVERS . � � - ___ I " I � . . � I I I I . � � . � . � I . ". I I I I . : � . . I I � I I . - I I I � .1 I . I � . � I . . � . � I I . I I I 11 � I � I . . � � � I � I I � � - I . �. . . I ''. . I I 11 I I : - I � I I . I ' \ 1, 1 In , � � C,ARAGF #3 �, . . . 24j' i . I � . . . � . . .1 I . . . � . I I � � � . I . . I . I � I I . � � I . � - \\ \ , � I ' � � . I I I . � , .: 11 I � . . . I . .1 . � � I . I I .. � I I I I 1, 3 BAD TC \ I l' . 344.98 FL , \ , _. . � � I . I � I . . � B � I . . . � I � I � I � I I . I I I I I I � . I I I . , .. I I � . . I .- . I 1 � . . .1 � I � � . . I I., I I I � I . I I � I I I I � .� � I __ _.Z..'� \1 \ - - ' I \ -_ - � . I I I I .RICK DIMENSIONS, 1. I I � I . I . I I I I � � I . � I I . ' , I I I . . � . I . : 11 : . �. � . . I I . I I . , 1, \ I . . . I . I � I � I I I � I I I I I ,� I I I " I -q rll , I '\,, \ " I . ' \ -\.- I I � . . I I I.. � I � I . - - . ,� . . � 1" THICK � I I I I � � I � . . I I I -1 I . I � I I 11 I I I I �� I � I I I I . I . 11 i . I I I � . � � \ \' -" . " 11.1 I \1 \ \1 " _\ I I I ' . 7 1�16 X 3 % X 2 %" � � � � I I � � I I � . I I � I I � � I . . - . I � - � . I I I � . I i � � I I . 1, , , I I f . . I . . . . I I � I . � I I I I . . I . '� 14 ", \ 'I", ". ' \1 I I � .� I ,a � . I . I � I . I I � � . . � � I I I . I I I I � � � \ \., 1. I I I I . p I I � I I � � : - I - I I - I . I I . ' ""� .' \ t 1. \ '�' , \11 .1 � 11 � -, � I I .. . � . . � I . I � . I � . . I i 1.1.':_'l.:. 7'-� '* ** .-i-" * l:h:%'.':-:' .. --6'- -1 . 1-1 . �. I . I �' � I . � . � I I I I . � I - I .1 - I . ''I I . � � I . . I I I . I ' I \ I \ �s ". � � , il , 1, \ .' ", I -, , - I I � I � I I I'l-1.1 11 - :,..'-. " ":'-�� i -"4'-'-'N--- - 511- � � I I � . I - I . I I 11 �. � .� 1. I . � .. I I I I � � 11 . ; . � I I -1 � I . I I . . . I I * - -_ I .,.,.,.,.,..::.,:x', :.."-";---!'..!`.*"ll_'-" *** I I I � I I . I I I 11 . . I � i. I I I � I � . I I \ _\ -\445\_�' � � I . 1\ \ I -1 I N \ I � � I � I I I � � . I � . ... - - -..-�.;--'� ..... 1, " '. ".. . I .1 � I I . I � 11 � . I � � i I I � � I 1. . i I , . � . � . 11 . � I . I � I I � : I I I . I I . i I I I 11 � � ., I" 1. V, . I , I", "''�' "I ." I I � I � � . . I �� . _'_' � .2�4- - z Q. s 4: t - � - w! g . : Y4')R--\\ - � � . I . I I 11 I � . I I: - I . . . 11 I ll<_�� - -- - - -- , � . I . \ \ ' ". \ --, \ . I 1. . I ��.. . � I � I � . I : I . � �. I I - , - I I , , ,.1 , I I ,� I . . . � I I I I '.... !:: � .- �. � . . ; � r . � I I � I . I � I I � . � �k' I I I , I I I I . I : . I . - I � . � . � . I � - , I I I ". \ ", ` ,_ k- I . I I .: . � ' *: - � I 11 I - I � 11 ,� . I I � I � ,� � I t&( . ,� . I 1 1 � � I � � I . . 11 I I I I . I , "-, I I � � . . 0 4 1 if I I 11 I � � I I I I ��;_' - I � I I � I : I I I I I . . I , i \ � . .' � ,. I TPED ------ - e. � I . I 1, \ � I ) . . . � I I � ' ' . . ' " ' . I � I � � I I . '\ -,4'\- \ \ � � I I \ .'.. , . - ' - * " ' �' ' . I :... :. . . I I I " . I I I � - I I , - - \ \ '* ,� , '\ , I I ,� . '. 1:11., I . . - . . - . .. I . � * . I � . I � . � I � . I - - - '-, 1\ \ \ I I I I I �, � � � . I _. I , A � . . I . I I I I .. . � I � � ,� I . ,� � I � � '\ I ' 'k I .. - -. : .1 - . �� .�'�_ 1 )14 " R � I -� I � I I .1 � I I � � . � . .\, \. \\ \ \.1 � I \' \ " " I N � . I ��_ " ' - -'�777 .. -- I I '4 I'D 51' 1 1 � E �.;'-'i I . I ' � I I \ " � � . . . � � � � I I . I I I . I � I � I I , � \ "' '.' \ ,' ' I . I � ' � . - . I I � I I'D I ,� I I I � � . I � � � SHALL COMPLIMENT BUILDINGS AND . I ... � . I.. I I � � I I I : � I I I . ' � I � I . I � . � � I , \1 \ 1\ \ \ � . I � . I . I � I . I . I ' I � I I I I 11 I . I I . � I � , I . I I I . . I I . 11 �. 1: . I I I � . . I .. � . � ,. - � _ � . : . I . I 1. 11 I I . . � I � � � I I , \ -1 I �_11`1.11' "� \ \ \ � I I I . .1 I � ��.. . � 1. I � 7mm 1 � I I � . . t A �� . � � I I . I I . COLOR SHALL -MATCH BUILDINGS. .� .. 11 . . � I � I . . : . � ,� � . I . . � I � I � � I I � I . I 11 I I . . � . . � � I . � � . I " , , I .'.. "�.' \ "", " � - __- I I I '?�* Z'z li*".,* I - I I I . . � 1 2 1p __w_ I � it � I I I � I . .1 I �. .1 � I � 1. I � .1 � . I - I,'-" . I � 1. � � � . � . 1. � .1 I I � ., I ' I . I I I . .� I . I � \ '__' , \ , , I \ � , I - . . � I � . . � I . I � . I 11 I I . � . I � q z � � �.' I I ,:;: . ,� I I I I , , \ . � : � � 3 - . I I I I 1. . I � I I I .1 I I I I \ I � I I . .1 - I 1. : 'i. . I � . I I � . . � I I . � . I I � �' I q I I I . . I � . � I I I I I I � � . 11 I � � I . - � I I I - I . I I I I � . ,� � \ `\ \ - I" t � \ '� ." -\I I -" \ - � I 11 I I I I � I . 1 #3 REBAR I �� . it � 1. I 11 I . 1. . I I . . . I 11 ,� � I I I I � � ... . .1 � . I . , I . " � � I I � I . � I I I � � I I . . � � I I . . � I . � I I . \v, , , , \ .\ 1, I � 11 � . . I . ,a �o 60.1 1 ,� I 1. .. j . � . . . . I �� I I , 11 �.! I . I � % i � . I 1. � I I ... � I � \ \ \ . \_ � \ \1' I, , \ \ ". � , . i � � I . 1 18" G.C.E.W 4" THICK CONCRETE I I I / I � .1 - .1 .. � . � I I � I I � I I �. 11 . � , � I � . . , I I" 1\ \; � \ '. , � . . . � I I I I I I 11 � I I � � I . . � . I - � I � � . I . I __ I I � it � I - � . . � � I � I � , - . I � . I � � I I " \1 � _ I I I I . I w i 10 � I I '.� I , . , '�K_" I �. f. I I I I : . I I . . . I . . I I I . I I . "' 1\ "� \ \ I \ �' , ". --- I � � I � I I 0 to 1 3 � I . . I I . . � - I I � . � I I �_ . . I I I . I . i I I I � . . I I . . "I ` � \ . , � , - - - -z . � � I I � . .. I . " FOR DRIVEWAYS) �. I I � . . I I � � I . I . I , � � . I I . I %, \ "I \ \ \ \ I I 1 (6 . 1 2 1 � I I I I . . I . I I � . I I I I I � I 1 3 1 ! � I � . � . � � I I I I � I . , I \ '� , \ \ \ I I,\ \ \". ."' 1\ - ' � - _ HALL I � � I I NOTES: � � � � �l 1 2 of I I I I -r-1 I � I I � . � I � I I . . ,. I � I : - .. � i I . I I . � � I I I . I . � \ 1\ \. \ .' \ "�' I � \ \' `\' \ I � ,,, "", 346.15 TP - I . . I . I I I I . . � . I � � . . 1. - I I I I . � I � I I . . I . I - . I I I 1\ I, , " , � I � . I f f , I . � I � I � 11 I .. I � I 11 . � I I I � i: � I - � � I � , � , 1. I - I . 11 � I � I . � . . . I . I I � I I I � I - , \ , , I \ 1. BRICK PAVERS SHALL BE HOLLAND STONE By PAVESTONE IN RIVER I I I . . � . I !. I � I I I � 11., . \ , \ , \ , \ 1,. I "�' �'\\' \'-_�' ,\ \ .. \ I '\ \ .\1 \,\ ��' - I I I I t I I I . I I � I I I I I . I . � I . . I . I . I . . "I � , � . I I I . 1, I I I I �,' \ \ - . I \ \ . , \\ 1, � I . : - I . � . I I i I I . I I I � � ' , , \.. \ . I RED COLOR. 3"i 1 . I I I � ,!I I I I I I � I I � I I I , ' \ I �' \ . " '. . I I I I I I 11 I I . . I � ; i I . I . I , I : . �. � I I � � I . . I � . 1, \1 \\".','\\ \J I I\\ ___ll\_ .." \"' .. I \ I � I N) I I I I ---- a- -a- I I . � WALL RETAINING - TYPICAL GRAVITY CONCRETE WALL , � .� I I � . I , , I ".' '\ I . I I I I �. I I I � � � � I . � I . I I � �" \ 11 N, , X ", '\ ", , \ I � . 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A I I I . I I I I I I I I I . ��" 1, \ ".. \ \l, \\ '�'� I �l I I I ".. ". \ � 1, I I I � I I I SECTION B -B , I I � . � � i I I ' .1 I \ \ .� I 11 ,� , .' \ � VE. I I : I I I � . 1 1 . I . I .. . 1. I 1\ "�- \ 1�1 -,` I I I � � I I I . I I I � I � � � I � � I I : I I � I I I . , 1\ \ ` ' zi ' " "* " � \ " - \ I � � � � . I : . . : I I . I � I I I I 11 \ 1, \ \1 I , \ " . , I I I : I ,� . I I � I I . � � � I \ \ 11 I., I. 'I I . \ \' ', \' " �"' � I I \ I I I 0 -3/4 " X 1 8" SMOOTH I � I I I I � � � . � I I � I I . � � I . � � ! I � . I I I I . i � I . I . I I I � . I . I I �' " \ \' "I " ' I " \ "'I "I" ; I GARAGE #4 1 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI I . 11 I . '' .1 � � I I I I . � , I I \ I I J\ , �' ', � \1 � � ' . I � EXPANSION DOWELS : . � I � � I I � I I . i I I I! I I � I I I � � I - I I I \ \ \ \ " ' I \ '\ , \ , I PATTERN: I � I � � I � I : . I � I - . I I . i � � I I . I � \ ,,, \ \ "', ' , , \ � \1 \ - ' � � N I I � . I ! . � � I � � � � . I I I � � � . I \ \ " 1. 1. 'j I . I I . � I � I �. � � I � I I I 11 I . I \ \ \ \' \1 I V\,"I" '\.'\" I" \ 'l -'s'.._ I RUNNER - I I � � I � I I . I � ,. I I I . I i . - I I � . . I . I I I I \ \ -, I \ I lig \ 11, . \ . -- 1- -1 I BOND I I . � I I � . I � I I � � :- I � I � \ \ \ .1 1� t , " I 1, "., I., .�" I - , �\ I I � � . 1. � 11 � . k I � . �i" \�' , , '\ I 1: � . I I I I I \1 \ . \ . I -, ' , ' , � - � I I i � I � . - � . � � � \\.,\ �' ", ) ' " I . I I I _\ I I BRICK PAVER DETAIL CURB DETAIL I .1 � I ll I I I � I . I I I I � . I . I I I \'.'� \ " \,", jljjjj�' r." l"-'-"'-'�\1 l -'l , � l.""' I � 11 I \_ I � I I . . I 1. I I � � I 1� .� I I I .I, " I " I I I , i . � I I I . i - �. I � I " \ � ' .' .' ` , _' -- \ __l I � . � � _F. . I ,� I � � I : 1. . . . I � . . . I � '\ I " \ , ", " I 1" \ \", "", 346.1 � TP I I I \ .z � � I . . I I I I I I . I I I � I I I I I I I I � 1� � \ , \ . '\ , .�' \"\., 1. \� I \ � . " I L I I I I I I I � - #4 BARS , I I . . I � : � . I I � � � I I I I .. I I I I � � I I I I 1. I \ 1, , ."'. '.l.", "�. 1. \.` ., I" , \' .", . I "I I" "I - ___ - 346.30 TW I \ \'� -, ,,, I 11 � � I . I � 1 18" 1 . I . I � �. � . I I � � . I . I . .. I , , , , . , \ _' ") I ��l I "", "I " \'� I '11, , _� � I I I I I - I I I I '\ I I .. , Fl � I I � I I I I � � � I I I 1, \ \ I , \ \ \ I , 346.15 TW 1 346.3 . . % � I . I 1, \ , , , I , -1 I � I � I I I I I � . 11 , I � . � \ '. . � I I ", '�' \ "� \'� , I I " ': '. " I . I 11 . I I . I 1. . I I ` I., i I I . � � I . � 11 � . I � � I I � I I � � , \ , , \ \' " .' - 346.10 TC'-, , \ - � t' . T, , � I I I I . I . ) � I � . .� I I . I I I 11 . '� ..� ", , A . � . . I I . I . . I I - . I � I I I . . I .1, , \ \ -" \�" \1 " ..' , �, I` I . . * � I I � � � . I I . � I I I . � . I I \ \ " \1 \ \ 346.15 1 , ... - A. - .-' - � , ' :-. 346.20 TW/TWALL . A . . . . . 346.20 TW . � I I � . I I � 18" \` R=3" I . � .1 I I � I - 11 � � I . . I �. I � I I I 1, 1, I 11 . � I . � I � I I � � I . 1. � I � I - � . ' I I . I 11 \ I" 1, ." .", \ \j I \ "" '-"� 1\ " � 346.1 0 TW/TWALL - - 1� *. .. . . D." t� '.. - ' . _: I I I I � I GRADING CONSTRUCTION NOTES: � I � - I � I I- _� �i � . � � . I I � I \ " \� \' \� \" . \ \ " 'I, \ � ... . . .. I Vfl _� I I . � � I I . I � � I � I . . - I . I . I I i I � I ') . I I I i i . 4 � I . \ \ \ I � . 1� I \ oft?. I t� - �. -344.55 BWALL W � I I 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 957. OF THE MAXIMUM DRY DENSITY AS I I I . . � I I . � . i . � : � I . I � i, � I , _. I . I I I I I I I � I I i I � �'� ". , " 11 ll'�j " ' .. - 11 I . � I I � I � i , " , "�_ - \ I -1 � � I IT I . . I I . I I'� I � 1, \ , , -, I I \ "I \ (ALL .. �. . . ,,� I � DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 3% ABOVE THE OP MUM . . I I I I I I � !, � I � I , . � . . � I . . I I . .1 I . 1, \ \ .\ 1, �' \ .. . . � I � MO UTSIDE OF THE PAVEMENT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. I I I I I I I I , �' , 1\ . �' . � I � OUTSIDE MAT #4 BARS 0 12' O.C.E.W. I I � . I : I � : I � I I � I - '� I . I I il: � � : I I � I � I I I i .". \ I I " _' Ill ��ll ,346..02 TC/TWALL . . . -D . . 1> � t' A . . . _. I % I � I - I INSIDE MAT #4 BARS 0 12- __'4z� I � I . : I � � . ' �415 �O 'TP \-' \ , . . . -A . _' � � � I � I . 2. THE SUBGRADE 13ENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE I I � O.C.E.W. I I I � I i � : I 11 I . I � . " . - , \. \ Ill 346.00 TP/TWALL �* . C . � "PROOF � � � � .' ' � � � � . ,._� ,. __� 344.73 FL 1 34610 "I " "I I I -ROLLING" SHALL BE REMOVED AND REPLACED. I � I I . . � I � - . . . � I I � � I 1, 1�1 1 -7--, 1 '. �, �p I I I I I I . I . � . I . . I � � �� . . � I � 1. . I . - � � . I I `.: . � . I I � . I I I I . \ 1\ - �� "z --:-__ . 344.48 BWALL ' , . . 1. I . � I . � � � I! I I : . I I I � I . . . . . � . " �� 1 3. HANDIC EXCEED 1V:12H. I . . 0 12* O.C.E.W. � . . � I I � I � I _AE � I , \ '. '� � \ '\I � 344-0 BWALL - - 2r- - . . i � I I I I � I I � i � : I I -----AE 11, I \ " ". . . . . .. - . I � I . � � 8 - - I I I � I i � .� I _____� 346.10 TC I � . . . � ; I I I � � I � I I . . ! ' I . I � : - I 1, ' . I ' 4. THE TOPOGRAPHY SHOWN IS PREPARED FROM FIELD SURVEY DATA. I I � . I . . #4 BARS 0 12' O.C.E.W. I I ! I � . I AE _/Ar I \ I , , - 344.67 FL I> .: "t, ' ''.." Al * � . t, ' I i;; I . I I . I I I I I - 1.11. I 1. . 1>. - A , . �'� I I - � I I I � � , '346 10 TP , 1, 'A ' .. . . *1 � 6 1 1 : � I _AE �; 1 . E- 346 00 TC .. . . ' . I �� I . � � - � . I : �' , .1 - ��61.____ � . .. :" I �� I I � � E.__, AE . �il�"i� .. �d �,- �, *'�' , -, - 7 - . . . P . 1 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR I I � i I . I . -----A , �. �_!'_ S '_,-_-,I -A&m� zil. . E - " I 1. A . . A- � SIDEWALK. 9. I . . . I I I .'.��"""''�-"",4id' � �$��'�'I _� , �"' S ' . ' i-, � I . I I . " � ''.-S'�,;��, , ".\ ". ,'� I ----,�-= - -.L344 'j I -_ I i � . I ----�AE - � 11.1-4.1 .1 ,- , \" \ � . E _` : '.'4!5 BW LL . . � � I I I I . I I . I � : � � 1, ." A * I ", � .. .. . . � 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS� MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOW I I I : � " � I I -1 "' 11, � " __r_6__ co, 44-50 �L ' 1-------� � . � t� .' _ �7 1 1 1 - - I � N ON THE GRADING I I I : I I � . - �A k ' \ LL-1-.� r.'m ,' -0 . I PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE � . T 24- ----d I I i � � � , "_ .. " ': 'X. - -,q ", 6.10 TWALL I I * I I i . I * . ", " , - . I . � � � . ':'�, DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. I � I � � I I ! , - a i� � 1. ' I � i I � ' ; I - . � I I, ; � - I 11 "I'll"�ll,�!!:;;;:;::::::::!!!!::::!::::::::::::: - I � . I I I I : I :',.','_', �j-i,. -." i 71:11� - � . � � I . , �i'i. I.. "�' U ��'�-;�'.� , :V-.. * I � EY WAY� � I I -;"'.j __'_q r., 1 1 � � , ! �;! ... 1. I I I . � : _ . - . I _'� '� ' �' :CONTINUOUS ALONG I 11 I I - � � 2x4 K . I I �,�,,,',�,,'..'�",�;�:-,);,�;�-",:�*":"��, ''" � ' - - '� '�, :;:'�';�.'4�'� 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. � I I __ " " �, . I � I I � i I . lj"Y"'�Y�_ �.' !:, '._�i',"' 'b - ,I -.1-p..' I . - I ",.''.. -'� ... . .. .q�.� .-"�! .;t' . � I I I ! I I I � � 11 � I . . , T. .. v ';7. , - '!-1 Yv . U - I �' - ,. �' 1 1: I -T - I � I I . . - . I . I I i � � 6. , m'�� .,,.,. , '�� : .......... '.�'.� � I I I WAH . � i - - I I I I , , ' S�1�1:i , � , " .. . � : � I � � , "� I I I I �. �. �. ,� � I I-,, � I �� _' .;, TURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING . I i . , "" " ;�'.�!�:, � S. THE CONTRACTOR SHALL sALvAGE ALL TOPSOIL AND REPLACE IT ON ALL Dis I I , - -" - ' .. . � I I i. , � . r'. I , 11 . . I I � I I I � � I . __ L I I I I � I AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. SEE GEOTECH REPORT. .. . : . C�.T_l GRAVEL BACKFILL I I . !, .1 I I . I � I I � � . I I � I I . I , I I . I I . I I STONE - - CRUSHED ROCK - � �! I . I I . I I � -� . (3/4 . , i: I I I I I I I � . I VENEER OR�� STAMPED -7---, � '..;"; � � 11 I I I I .. I . I � I � I � 1 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE I � � AND STAINED CONCRETE�l PATTERN . , - 0;' OR STONE) � i I I . I ! . � I I - � . .1 I � � I . � - I . I I . I . .. POND OUTFALL � , I - 11 . UILDING PAD AREA. . I I I I - � . 11 : I ' . � I � I I . � � I . - . - I I I I � . I � � 1. I I . . . SHALL COMPLIMENT BUILDINGS AND . ..."... � 1. � : � I . . I . I I I . SEE DRAINAGE PLAN I . � I . I I I � I I � � I .. � I I : f I � I I : � I . I I . � I � I � � I � I I I � I . � . . COLOR SHALL MATCH UILDINGS. I . ,,. I CUBIC FOOT OF 1' RIVER GRAVEL i - I I . I I I I I ..;�'- I I . 1,5 . I I ! � - .'�j;� , I . I . I . ,� . I I I I I I I 11 I 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF I � � - '1* WRAPPED IN GEOTEXTILE FILTER FABRIC I � . . � I CHARLES H. SZABUNIEWICZ � I I I I I I I � . I I 1. � I I I .1 SURFACE I � � I . 6 1 � ! I I � I . � I I � I - I I I I I � . . WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING � I I I � I I I , _1 0 EACH 2' DIA. WEEP HOLE SPACED 10' D.C. I � I . I � I . . I I . I ,� I . I I � I . I ACCESS ALONG THE � - I .1 . 1, . I . . I � I I BOYETT, BLOCK 12, LOT 5 , � I I RICHARD B. BENNING I 11 I � . I I TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THT PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF - I I I � I 7�f___: I I I I . . : I . I I I : I I . I I I � � I . I I RICHARD B. BENNIN ,. . . I � � I . � I . 1 ';��,!�.'4'!�.�'�.-_��', . 11 � . I . � �: � � I I I . I I � I I . I I � . G I I BOYETT, BLOCK 12, LOT 3 1 . TWO FEET THICK. I I I I � I . � .1 I I I � . ': I i � . . . 1. I � I BOYETT, BLOCK 12, LOT 4 � � ,. � . � I � I � � I I � I I I I I � i � . . I I . . � . I � I I I . I I . . . . � I � I � I .... I 11 . : . I L I I � � I I I ,� I . I I I � . . I . � � I � I � I I � � I I I I . I I � I I � I � ZONED NG -1 . I � . I I I - 11. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICA71ONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. . 1. . . I � � � . . I I I I � Z ' I I . I . . . I I I I I I � � . I . � I I I . I I . I I � . I � I � � � . . � . � I I . � I I I I I I I � I I � . I ! I i . I I I . . 1. . I : I . . I I I I I I I I � - I � I I ! I � I I I I � . I I I I : I I � I . I � � I . . I i I . 1. I " � . I . � I I I � TP - TOP OF PAVEMENT TC - � I . . I I � I :: I I � I � I � I I � . I I I . I I � � TW - TOP OF WALK EG - EXISTING GROUND . I � � I I � I � I � I I � � i . I � i \"-,\,*, "' �. � I I ' ' \1 I \ \ I 11 I 'y , .� -,- Ill\ �_' /�\\dl I tl\'\l�\\l_'l_l �" I " I I 11, - I � I I � � � I � ' , I I : . . I . . . I � I I BWALL - BOTTOM OF WALL TWALL - TOP OF WALL . � � WALL RETAINING - T`YPICAL GRAVITY CONCRETE WALL I I i I I I I . I I � I I � � � . I I . � I I 1. I � I I I . . 11 I I . I I I � � I I I I I . I I . � ' � . � I I I � I I � I I I � I I I . I � 4! . . . . I 11 I . . I . I . I . � I . SECTION B-13 I ! � I I . � I I I � I . I I I : I I . I I I I I I I . I r � � I I . � I I : I � � I L . : � . I . I . I I I I I � 11 .1 I I I I . I I � ,� I I . I I I � : � � � I ' I � 11 I I � . I I I I I I I - I I 1, � I I � I . I . I I :1 . I I I I I I . . � I � I . I � I I I I I I I I � � � I I � I . � I � � I I � 11 I I I . . I I I I 1: I � __ I moommommumposom gliff I I � I � I I I I � I �. . . I I I . I - I : I . ammammEmmm - -- P-1poommoolmmyMMM - I I I . � .. . . . I � � . . I 11 I I I I � I . .. � I I I I I . I I - _____ w"m=ftm�wwm_mjlmjjjjjjj%� I I I I � I I I I i I I � i . I I . I - I . I - I � I � . � I I I .'� I I � - -- � � � �- I I I � I � I I i - I I . 1 I . .1 �� I � � - pFvmmmm__'____ .. 'mamm =� . I , 40 , I - - ��Schultz.Eineering. LLC 11 U It 2730 Lon mire , Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERB DLD DLD JPS 13-304 DEC. 2013 SCALE SHEET GE DRA INA ER 0 SION. // HORIZONTAL / �)) r I 1 C13-304i(/)J � l rl�'" �/>> 11 ,1�'' l A� ' w� oIIip,p OtY v,a r RO an'r.'_'i loa'i�i4nn, -•.--. _ - ..,'ILen rn [ a' oCCOPuaO°a00v Lo c4Ce .rl - ® _" /_ �Af r n Davi o .. - .. \. 1i .. �aox-.+ux-Pur+' _.tv_n_1^J` :'� rl ,: Ir _ � _ r 1 IRRI AT W 2 W 2 W 2 N 2 yT-�. . -� n �JJ, ,_ G ION - : •+ a Par. L aa�Dr:�DaaaaaaanaPPPDP., r. , - W 2 tr -? -• - � r a � n r aaPPDaannaa n - Z W 2 W 2 _ ,. .... ' ooaoo <°.DPno Ovnuan.a.eo ;. .. a ,., - w O• .. \ >• vaoaur,aacaaan..nr.u �- , , n a aonon.,P:.naa,.ovars .t>D T� e as a P _ METER . �'' .• n ana naaeP o_o Paa as .,r PaaaaaPDaaaaaaDaPaaapPaeaPaaaa �'� .._ . PPaDaaaaaaaaa a :. - Y _ ..n n nnnPPna a- aaa a a as oPxaou coon .. ._ u . Dana oaaoa ruanuc auaaP{auuacPmrPa roan � D _ .. .. - neooa ,OOnD•. Doane •ono Pr,IDvaon ,v ° c � .. '. .r,. 5 Z.5 0 raa.a , .a antt•aaa 5 as A a 4baanaa,an9a aR oPa aa n0Pan,e0a.ar >0D,Prv .ru�ar.v>t. .,ua,P C:.Prr ..,_a_aanvaa_a a__an0aaa-ae 0.°aao<aaa .PaYa OO�D.t _e4"."0`0�00 ( OOP'rU •Oaabe rJ,a� Pawia ><Jnat`a � `P`.S ✓,d 1 e d .. - SCALE IN FEETT x1 TAPPIAt NI G ig SADDLEO ,aaaaPaataaaaaP a . _ l .'}-.fit c -•3- (' r _ - 1 . b A Q .... .� 400aooco oca � rnoa CO000 PC Ot nup OauPO .. i.. V 1 -. ., . .. ... � , - - '• e ,}ana aaaaaPaaaaaaaaaaaa r r � d - oar aoonaoPuoc000aoPoc, , rye � tic, ,, r� c-_ > D a amuaoanaoa oeoonaoauaa D o aD cane (ooaaaaaaaaapaaPaaPP a t f _ .. > - 00000a000nauaoo°Dena �' J r't � D aaa,r>e .) t 1 a.,aa .,aP„PaaanaaaaaaaaaaD,° n I � s �. -� a P P P a aaaaaa,. aaaaaa°aaa a �' aaa', �--•- �,. - w C t (.� rFDC ,r, Q ..A 352 359 , . • ..• • , • .: .. I U ) aT r�.,'�r I}i.l- ,.. COMMERCIALIAL P? . D - 6"X1" TAPPING DOMESTIC WATER METER � SADDLE.. 1 PVC. WATER SERVICE ISOLATION tiJt r111111100VALVE tr COPPER HE FIRE SUPPRESSION IN 0 LINE SHALL I ) WATER SERVICE FDC . � t _ _ HAVE A LOCKABLE BLE LID ON THE HA INSET VALVE, THE LOCKABLE A ..Iris „ 4 .fir � LID SHALL SUPPLY T . .... r ,�.r .� . I HE SAME r )� 4St_a PROTECTION w, - ,, . • •: �, �L.��.,,4-AS THE AMP OR USA, f-. A .. '. r LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL L BE APPROVED BY COLLEGE STATION NON- 1 STRUCTURAL PAVEMENT GARAGE 'rf UCTURA UTILITIES OR HIS DESIGNEE. STRUCTURAL .. .: . •.. :. � BACKFILL STRUCTURE CLEAN, EXCAVATED MATERIAL BACKFILL • , PE PAVING .. , � CKFILLED AND COMPACTED. IIPLj N : - --- II ACCORDING TO 1 T GEO-TECHNICAL REPO .� R ' 1 f \• II r / / r I , CO PACTED CEMENT STABI- LIZI D SAND 1X SACK CY PU MILL ONLY. SPADE BY I r - .:, ..:...: • :....... \ � LIF S INTO PLACE- TO FILL / > • /� AL .VOIDS Q 12 MIN �% - •,:.:-:r...' • � .. \/ AROUND PIPE. _ UTILITY NOTES. \...•.. _. ....... ti. � I I ,.. -..- ,: • , � MA DALLY CONSOLIDATE I ` �.....F �. ... TE AT 1. HALL , - J'\ r \i , f, . OP MUM MOISTURE. I 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTAL R L{ I LED PER _COLLEGE I GARAGE if - I C STATION UTILITIES CSU ELECTRICAL PLAN. 1 �. PE O.D. B NK SAND S i 2. STRUCTURAL BACKFILL � , .. PADS L C AREAS ARE DEFINED AS ANY TRENCH SECTION 8 , :,.....rr. ; ... - BY LIFTS INTO PLACE, UNDER OR WITHIN 5' OF PAVEMENT. 5 DETAIL - " EE DE A L W4 02. -(6 MIN) T FlLL ALL VOIDS � I BOYETT ESTATE APARTMENTS 3. THE FIR?". SUPPRESSION LINE .SHALL HAVE A LOCKABLE LID ON THE I 3 STORIES ISOLATION I ` I VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME O.D. i PROTECTION AS I 29.35 -MAX. BLDG. HT. THE AMP OR USA LL562 LOCKING LID � 1 AT A THE TREN H BOTTOM SHALL BE _II I I FF _ 346.4 T_ _ MI NIMUM . A N ALTERNATE L OCK ABLE LID SHALL BE APPROVED VED B Y ; _ GRADED SO S..TO PROVIDE E UN IFORM : T- 0. +50 0+00 0+ 5 0 2 MIN. 499 SF COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE PRIOR T AND CONTINUOUS SUPPORT FOR THENELSON RENTALS INC. 3 2 BEDROOM UNITS INSTALL -/.TION. BOYETT BLOCK 12, LOT 18 NORMA SUE BOYETT MITCHELL PIPE BARRE LES WATERLINE W1 ZONED NG 1 ED OM BOYETI BLOCK 12 LOT 20 PUBLIC WATERLINE CONSTRUCTION Ti N SHALL BE IN ACCORDANCE WITH ZONED NG -1 THE BCS UNIFIED DESIGN GUIDELINES, STANDARD DETAILS AND BEDDING AND BACKIILL , : i rI I r TIONS 2012 EDITION:SPEC FICADETAIL 1 OR PVC SANITARY ITARY SEWER y I 5. PRIVATE WATERLINE E LINE A ND PRIVATE ATE SANIT ARY SEWER LINE AND WATER ; Y ERP P I E I CONSTRUCTION SHALL I t BE IN ACCORDANCE .WIT H THE P LUMBIN G CODE. N.T.S. .S.CLEANOU S SHALL BE INSTALLED PER CODE.GARqGE , II , I : I 6. PRIVATE WA TER & SEWER ER L1N E SERVICE MATERIALS T 0 BE _. 'ACCORD/AN CE NTH PLUMBING G CODE. NOTE! .-. 7. CONTRACTORTR A TOR SH A LL COORDINATEORDINAT E CON DUIT ANDOR LINEE 1 WHERE DOUBLEBLE WYE SERVICE E ELEVATION IS , N 2-7INSTAELATION FOR TELECOMMUNICATIONPROVIDERS FOR THE SITE. BELOW BACK O C U RB .. r. - MIN. SLABELEV. MUST BE SET TO ALLOW SANITARY TARY SEWER SERVICE. ` 8. WHEN INSTALLING WAI TER LINE CONNECTION ON !N S BOYETT ST., ONE LANE - _ 2. ARK EACH SERVICE END WITH OF TRAFFIC TO REMAININ OPEN AT ALL TIMES. CONTRACTOR SHALL METAL POST PAINTED GREE N , . sEENOTE S L" I (TYPICAL) ALC0ORDINATE WITH CITY AND OTHER ENTITIES FOR PARTIAL STREET 3. ALL MATERIAL BE ASTM &GUTTER 4n PVC EXTENSION 03034 5ORZ6 W/GASKETS w/Pvc CAP t i . ALL SERVICE CONNECTIONS & O SIDEWALK SEE OTE 3 )4 2.0, EXTENSIONS ARE TO BE INSTALLED AL ED I , t= T 3.6'M .5 MAX WITH THE MAIN IN CONSTRUCTION. H LINE U TIO N. V -I I SEE NOTE 1 ` PVC WYE WITH I FIALL g / ( w 5 MAX. %�r� PV OC AP AP . ... ,.,. AND OTE ` . 5 N 7 a - A CLEAN OUT IS REQUIRED AND Q 1 SEE NOTE 1. ) WILL BE INSTALLED S LLED BY T E L e ( SEE NOTE 3 w NTA H P UM ER z i - AT ROW F E VI E OR EACH 5 R CE I W a� J WATER UN 6.CORNERS T LO SHALL BE MARKED A TH U THE SUPERVISION (MINA BURY LA UNDER HOFA ) R S O COMPLETION I PL UP N OF PVC SEE NOTE 4 I CONSTRUCTION / 1 f 3 j I WHEN SERVICE CONNECTION IS DEEP v CONTRACTOR MUSTPLACE A VERTICAL TICAL a .I STACK SHALL BROUGHTHT WITHIN 2 DESIRABLE 1 i GARAGE AG E # 4 3-112 FEE BELOW NATURAL GROUND. UND. 2 PVC (SEE NOTE 4) 0r2. � .- I _I J STD. 45e PVC BEND SEE NOTE 5 (TYPICAL) I 1 _ I _ L/ TEE WYE S ERVICE FITTING ASTMD303 DR26 PIPE SEWER WYE AND 1/8° BEN D ILSTD. PVC COUPLING W1SKETS 1,0./ MIN. ALLOWABLE-(PIPEISNOTT BEPLACED SEWER LINE - PLAN TAPPING AREA HORIZONTALLY _ , i -10 5 0 10 I ` I I M I I - PROFILE SCALE IN FEET ! 1, : 1 D 6 CLEANOUT- . P - . BOTTOM AL N TRIP ELO ' P CITY F O COLLEGE ST .. _ ATION - ' - PIPE SHALL NOT OIP BELOW - d � 5 FROM BUILDING CENTERLINE OF MAIN. a - - - _ EWERSERVICE . D P F LINE CROSSING A L 342.4OSS NG i fl P. D 1 ---PROPOSED 6 S - 00EXISTING OVERHEAD _ L SEWER SERVICE NOTE.ELECTRIC LiNE r a .a@ 4.50 , h P _ 1. WHERE DOUBLE WYE SERVICE t _ ELEVATION IS S THAN I , A LESS A 2 7" 1 :a _ j_ i .. BELOW PROPOSED AC O C URB 4 PVC EXTENSION _ MIN. SLAB ELEV. MUST BE SET TO R_ O WOR EDGE OF EASEMENT W/PVCCAP EDGEALLOWSANITARY SEWERSERVICE. (SEE NOT 3) OFEASEMENT E" -'--_AE I flD CLEANOUT 2.MARK EACH SERVICE E ND WITH AE METAL Tr POST PAINTED GREE N.. ..._. _- VARIES _ a PVC WYE WITH AE P s w • , . P - 3. ALL MATERIAL SHALL BE ASTM •'. -_.__ .. PVC CAP a , .. AE D a AE ,,,', : D D a D3034 SDR26 W/ GASKETS w VARIES , AE - WYE (SEE NOTE 3) : I O z (�1,, - 3.5 MAX. w" AE 0-A , -, : . ,� _ r ,• SEE NOTE 1 E S, G -- -^� _ e D ALL SERVICE CONNECTIONS n - AE S 6 g _ AND NOTE 6) ---•--�_ ., ,.. _._. _. , _ FL .341.68 i _ .- -: : ., . -. t ", :.. : •, EXTENSIONS ARE TO BE INSTALLED A p. �� ' v .5 MAX... r WITH THE MAIN LINE CONSTRUCTION. , • . - � SEE NOTE 1. 1 _ ,. � _ , 5 A CLEAN OUT IS REQUIRED N < EXISTING OVERHEAD ,. ,-. ., r ,...,, .. _ AAND vc ..,.,.. •.,._. _. ,_ _.. , - --. A_ P SEEN T EXISTING NG SEWER , ., , _ x ,-----____ ' WILL BE INSTALLED BY THE LUMBER _ _- .. ... IN. 4 SLOPE) - {M 1 / ELECTRIC LINECLEANOUT__• . , . • .. �. .r S----______� 7 A THE ROW FOR EACH SERVICE. :; , ._..r • .� � . � ,,. ,. .. ._ r .T 1 .. ., _.. .. , r.. - �. , ,. ., r .. _ ,.. , , . _..... ...... 6. WHEN SERVICE CONNECTION IS STD. 45 B L 342.26 I _ .. r._, z .1, 1 � -.,. _.. r.,. r DEEP END .: ..,.. ,. ..CONTRACTOR MUSTPLACE A VERTICAL ER CbL z _ STACK THAT SHALL EBROUGHTW WITHIN IN EE NOT 5 , t STACK VAR IES112 FEET BELOW NATURAL GROUND. z IN HEIGHTEXISTING 2.0 PLANtu 6 SEWER LINE , w w ' 2 .o o PVCSEE NOTE 3 co_ (MIN,1/SLOPE STD. 45' 2 BEND w . ) /TEEWYEISERVICEtu I m - FITTING ISEWER TEE \_ TEE WYE SERVICE C CHAR ( FITTING SEWE LES H. 5ZAB JNIEWICZ R -' .. - -ALLOWABLE - - ( WYE d RICHARD P N 1/8 BEND) BOYETT BLOCK 1?. LOT 5 ICH RD B: BENNING TAP INGAREA C .. RICHARD B. BENNING B YETT BLOCK 12 LOT 3 N , ZONED 1 , G BOYETT BLOCK 1 1 BL 2, LOT 4 T ZONED NG 1 S ANDAIZD GONIVECTIONPROITLE r ZONEDN -1 _ , DEEP CON11 E�'TIONPROFILE I G / • : . :.- - - - - 7. r/ NNECTIN O LLOT OBEL CITEOF COLLEGE STATIONPIPESH NOOW CENTERLINE OF MAIN: SANITARY SE VVER SERVICE CONNECTION S7-01 '� -- THIS DOCUMENT IS RELEASED FOR THE SCALE SHEET PURPOSE OF REVIEW ONLY �i �T L 0 .d h. Uva 1. t Z Eagineering,T T S T.R E T A �A-R T1VIIE,.�il T ►�' UNDER THE AUTHORITY OFVERTICAL 16=4' 27mire, Suite A DEVEN L. DOYEN P.E.,. W. C. LICENSE No. 103835 B ®�'E T T E,S' TA T,E PA R TI TI ®1V College Station, Texas 77845 II = HORIZONTAL 1 10 ON DECEMBER 20, 2013. 979.764.3900 TBPE NO. 12327 UTILITY AN., R IS NOT TO BE USED FOR LOT l 9, BL O C�� ' L � SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE BIDDING OR CONSTRUCTION CPLOTTING SCALE: TX PURPOSES. OLLEGE STATION N I , MARK REVISION KERB DLD bLD JPS 13-304 DEC. 2013 FILE NAME: 13-30 BY DATE 4 I I I I I I - I . I I I I I I I I . : I . I . � I I . I I __ - I = -, I . � I I I I . . I I I I . I I � . I I . I . I I - -_ I . I I � I � i � � I � I . - mamom--1 — � i � . I I . I � I I I - : , I I . . I I � I ' ' v" "i . I I � I I . . I � : "" " � . . I . 1-1 I -��_�,. I I � � I I . I � . . � � ! ! I . I I � . . � -1_11� �_ '.' � � I I ; I I I . . I � � i I . I '.",", . , I I . --- I I i I I I I x � I I I �11. 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", , /; - "' .1 - " .' /"\,/ 1� I � � I � I I I , - I �' ' " / "." ,,,,, x Y , :�- -�� /Y'�>" _--"" , ", " _"'_'/__ , I I . I , <"�Y'�.'/ . l�'/')""/"_'K' ';'� /1" , I I I " '< )< x")� / l< """`_'x "X" 11, _�� - 'x"),"'Xz I , " ;e >,- , / 0: � ". .'� "� , ,,, ">< ,_ ARE REQUIRED. < ""Z , � , , �<"X. A,^ X, 11 /')/'��' '>�'<)<) ')(', � .11' ' I - 4, 'A' .1. I I I ')<": ", _ , ,' �' \/ '�/ " , , \ . �w ., /_1 I . / '71, ' , - � , I.. IVI, *l' -X X X X X �r' I ' . '.1 K"W", , . , , '. .' , 'c >' " x . I i I . 11 - , , - -1''-"*'��,\�x\/�",'/,�"\/", � '/ ,. 1, ") I ,,, " ` , �. , '/. , 1:>1 \&X,-"/' ��";_'_;� '>" "�. ��.' '� / " /K ", , � ' j ' , "�, " ` '�""",;\/ .'�.' , " . " - �� x:>"'/"/' --v:( , " '/\�" , I �' .". , IN' '. K /' '/ )� " �� , 11",�,�,,�<,',-<,>�-.',',",Z.�/,., '/ " . I �,' I - - N w, mxjj�/� , , , " , , '' - \ , � ' ' ,_ ",,;)�"x- '' I I<- /�_"\/'./'\ ,-.)<-/\>" </ x -,- ;x .. 5. Rl-2 "YIELD" SIGN TRAFFIC CONTROL MAY E USED ON PROJECTS NTH: " � -V, ", , ": `\'N`�/' /" /' �_ " �'� ,,,, , \ , _." "': ,"_'/ / " /,:. "'/'/_'�/' " \ , X /\ I -, ' '' , . , ' " '' /� " _ "�;'�" x x " .. X" ""/"/"""\'/� '�" ' " - - - < >� , �' ,,, ,.." ", "' I . '�_. 1, � " , , � ',x 'x: " .4 " " � , , Z " : W ""'�"'��'-�'/ ' x , ,,, 'X, , B >�'>-"�,'-��90<"'X'� , ) � ',Y�x. , 11 .' )? X') <11 y 11, / , " ' ' ff�"� m""' �' ' 'x '>,". " - , , I X, 11 'x, `x>� , -""/ , x - 'I, ')" , .". '. /\I ' , '/ , � X .1 '� '�>v I � �' " >.-, , �_ .1 " � , x".1 "� \/'\�' � " �x - , " , X .' X ';-:, , Ix" ':-,�', BOYETT STREEI ,-,-,,>� ... ... IN/ \ - / "'-�-"X-��l""-�< "'�X" ""� >'*_":""�<'X' ji<W�:-N'.�M'�:ff' m oll's 1� - 0, MR I'M/., � -"�>�"' -..')'�' " , ly e� /\,\. o' . , - ')� , , -"' "", \"""/"\/ �: , x , �; , ,.,I xvl�'� \1 VZIA<��';' __ Y-1 I ''I ' I -1 . - 11"K" _'11><_X1,7� , — --X I � I x, ""' -"< , , I , \ � I �Vxl x �.'," 1-1 I., 11 �11 ", " �11' ' , -, �" , e�)��'/"/\' - �� -;� ;I ;-,- �. '. 11.1 I'll, , X\'X'/l�"v\X_X_ '� '' XX VE ADEQUATE SIGHT DISTANCE. FOR P � I _____ __ 11 � 11 11 I 11 /"- - - � '.. " " ". ;/ , "/ ' " > I I '��' �\/ , ", �." /" " '\ >,"l/ V, X, � I " y - , . >-, "< I . '\� , --- ` ,If, �'.- '4 � , I URBAN AREAS, WORK SPACES SHOULD BE NO LONGER.. THAN ONE HALF I L *' *' '\ \ ' �' ""'x "�" x" , I- '�r'.'�"-; -, , �" I - ROJECTS IN .� ,-, � , , , I /", - ��<-'�-�< �/\ �X�"X;�/'Y" " ��""'/ ' � �<)K >, ") " \ , ""�/ " . I- � v ")".. �' ..." " " '>�">�' �' , "'. 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I I 1 -------"-4 ��'- '-"��/"'I'�Lz�<' L /\/\<X1l � ' - '/' , 2's��")2z�/"'/'N"' 'o'.�xy__'/\/`."l"/ " ' I - x\ /X�' l\ " ,\,F,\ V , �'/ , , , , \ , \/ - - \ Z" </X'>(X V � " / , �' / , , , . X — -'�' " -- - - - ''�" , /'/, / I/ VIX � I '4aLl"'- -K. , , , , )'?�x '-""'/�Y- \ ,'/. � I � I . . .. . �c' '\ A /,/�,,,,�. � I , , I , I I � I . . I " , "( "' X \ �' I I . I � I I ') �� , , � 1, "" I I � I I ", � / .1 I I I I I I I . '�� \-> I � /\ I I . � � ,,, ' / '�/ I I I - I � � I I I/ "'% - � � I I I I I \ F_ '�" I - X /_1 I . . � I � . � . . I I I "�"': o "x � I I " , I I - I I I . � '.)�' %x, . . I I I I � . I 1. I �<:� C: ,,, I I � /' I I . I � . . � I I I I � . — . . � � . I I I � y )" ' . I I . . I � .1. � I . I I I � I 1� - cf) >' I � �' I . I I . .. . .� 1� 1, . I . . . I I I , / . � I I I � I I I 'Al' -1,11 � � . � I I I � I . I . � "/ I "I ,� I . - I . � . . I I '' 01 � I I I � � � I I � I I I I . � . I I/ . I I . � � �l 11 I I . I � . I � . I I � I I � I I "IX , \1 . . I I 'I, "I I � . I I . I I . . I I I >, > " � I I I I . I � . I I � I I 1�1 ' ';�" . I I � I I I I . I . . I :';� <1- ,'>- � . I I I I I . I I I I , I '�" . I I I I I I I I . . I I . .1 I . . . I '.� m "' I I . 1. . I 11 I � 11 ll� . I � . . I . .1, .1 I . I � � ' , -1 I I . I I I 1. . t � I I I � 11 . . � I . I . I I I . � I'll �7 y I I I . . � I � I , \ � '� * � . I . .1 I � I �' I I � . I . � I I I I � I I "X" (— .-/ � I � . � . I � . I I I I I \' �__ \ I 1. � � I � . I I . I I � "\ >11 I 11 � . I .. I . � .� � .1 I . I I � I I I I I I �.�< m I � . � � . I . I . . I � \ I , . I � � I I I � . I . I � � I . � I � . . I I I I � / K I I I - I . . . . >1 1� I I I I I � I I I � X _' ", � I I ., I . . I I I � \"' ", . I . . "I � I /'�- I � / 11 \ , . . I --- --mmmiam , MENI _� . --------- � I . x 'XI x /11 I , — — � I I , ll� I � I � I , I I . . : ."e.,<;'.";"_X� <., . I ." " I' �/\�/ i 6. Rl-2 YIELD" SIGN NTH R1-2AP 'ITO ONCOMING TRAFFIC" PLAQUE SHALL � � � 1 120' 15' - 50' - 120' � WORK " � � I .1. � . I -/ "' .,- : , I i - " � I .'><.'�"�'_Kx_';!.' I _._X �<"'� . 0 I — RT AT A 7 FOOT MINIMUM MOUNTING HEIGHT. : . "X � I � I � � 1. /'v'\. . " I i . I I ZONE �� . X">�".;'<" <'-�' / '.1".1 I I I , , , '� � ,,, -, , Ix . : � I 1". , , I y " I . : I I I 11 X . >0'\ 'x'>/'x' � I . I I ',. 1.1_.�-K.X�' � I �,/ X" % 1 7. ALL SIGNAGE TO BE MOUNTED 24" CLEAR FROM TR I . _� .,/ " '<��' I", ' - '/ � � :. I I I ;x, I " �<) - I AVEL LANE ii . . � � � � I � "'<"'-� " " " I . "�/' 1, \/", I . I AND 7' CLEAR HEIGHT FROM TOP OF CURB. I I I � � I I I . � '/ /'-, ,' I \ , \ >�') ,/\ " . . ! "', I , 1, -1 . I . I I i 11 ' / , x_X�XA/K, . I I I /'� I � / I, I I I .. . .� :"�<�� ." " �� ', )/ . � � I � � ; . � I . . � , " .,><"\,:<: Xx I . � I . � . I I �� . � I I . , '' "f2"')x� � ". 1,11 "�". I 1 8. THE CONTRACTOR SHALL KEEP ONE LANE OPEN TO . I . 1, " , . 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CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES OR COVER - �' �� I � I I . I . I � ''I I ,. 1, \,. ,X 120' TO � I , <,> . I I � . '� � 11 � � I . ;�� )l . ' I . I I . . I � I .'' ' . . I., I � . , � 11 11 . - I ' � I TO I I I I . I . . ';'�" ' " . I I ' . � I I �"'X. X"X�e>'\;_'. 11 � I ., . .. I I . I I NTERSECTION I � I 11 I I - �. . I � I � � I I � I � I I . ' I I . - � '-'<,�<, INTERSECTION - I l__'l; x I I - I : WITH TRAFFIC RATED STEEL PLATES AT THE END OF WORKING . � . I I � I I . ,'/ . , I I � I . . 1. 11 I . I I I I � " . I - . �� . �' � I CW3-2 . I I I I I I I I . � . � -1 I I -1 I I . x "/\/ I . E NIGHT. � �. � I I � I I . -1 I 11 � I I � I , �<� 15 � . � � . I I 11 - " I I . . � . �: I �. � �� I � . � I I I : , . I I . I I I � I , �"xl" I I '<��.-/'X�/'!' . , � � � ONCOMING I . I I . . � I I I . I I I . I . 1. � � I " \ "..l., " I \ I I I I I I � I , . � � . I APPROPRIATE SIGNAGE DESIGNATING ROADWAY CONDITIONS SHALL � I I I :' I � � � I � � I I I I . � . .. . 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I . .- , _uP6 I I I I I I � I I I . � . I I I � � . I I I . I I . I I . I � I . . . � I "I . �� FILE NAME: , 13-304 1 �� I ' I I . . 11 � F ILE NAME. 13 304 } - I _ - --- - � . - - I � I I I I I I I I l� __ _ -2�n�Xmm.=mv��__19=2212n�,* I . I I . I . 1 1 � � . I I . . I I . . I - I � I . i; I . I - - . I � I . � � � I I I I I 1! � � . . � .. I i . - . � . . I I I I . I : I . . I I : . � I I I I � .- - I . !: I . . . I � I � 11 I _� I i � . I . ! I I I � I I i somm --- - -_ I I I I I I I . - � I I . I I I I -_ � I I I � � . I- I - - I � � . I . I � � I I � � I i I . I . I I I � . I I I I I . I I I � , � � . � � I I . � . . � I � � I I I I _ - I I I I 11 . � I I � I I I � � . I � - � I I I . I .1 I . I I � I I I I � � I I I I . I . I � I � � . � I . I . I I � � -- - I . I � � I � � I . . I � I . . . I I I � I . � � I I I . � I I I � I I . I 1. I I I I ,� . I I I . I I . I . . � I � � I . I . I � . I I I I . I � I I � . � I I . I I � . . . � I - I I . � I � � I I I . � I I � I I � . � I � � � I I � I . I . I � I I I I � . I . . . � � I � I I I . � . I I . . I � I . I � I : , . I . . I . I � I I i I � � I I I I I I I . � � . I I I . I I -_ � I . " - I � I I - � I . . � I � 11 � I I I I . . I I I � I � . I . � . I . � I � � . . . . � I . � . I I I I � . . I . I ; 11 I . . � I . CROSSSLOPE NOTES: . . . I I I I I � I I � I I - I I I I I . . I . I � � ; I 1. � � . . I . � � I . 1 2% MIN. : I � � � I I . � � I I . . � - � . I I I . I 1. 1. I � I . . . I I I 1, - I . . . I ---- I __ � 11 � I- � I , I I � I I I - I I � I � . I I � I I I . � I I I I 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH SICS UNIFIED DESIGN GUIDELINES, � I I I � I I � I I � I I . I � � � I I 11 I � I � . I 11 I I I I I � CROSSWALKS: I DE TECTABLE WARNINGS ME � I I � I CROSSSLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED I" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH: EXPANSIONJOINTS � I . . PL 'STRIAN FACHITIES . I 1. � CROSSSLOPE SIDEWALK - I @ 40- O.C.,CONTRACTION JOINTS @ 4' O.C. I I � I I I � I I I - �r, . I I I 1. I � 2% to 40/a 2% MAX., 1% MIN. I -1 I I I I . . I - I I z , � _, / WARNING SURFACE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC . G M�E RAL NOTES: � I . GENERAT, NOTES: I I I I . I I - , .<- . .. , I I . 1 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION. BOX, ETC.) . I , 4 1! I - CONTROL DEVICES AT CONTROLLED INTERSECTIONS, . � - I I I I � I I � I ., � . I I ��'i "I'll I WITH#3 x 12" BARS@ 12" O.C. OR#4x12"BARS@18"O.C. . � I I I F� O THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1 - CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1 . � . I . CU / -77! , "' � \ I I . �-_jp I � :�!;:i � mv/7 �:i,� I � I I I I I I ` . k� LAND . I I k! I III I . . I . I . I I I t% 74 I ING I FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED S, : WILL STILL DRAIN PROPERLY I . I � � Ouja . I � � WELL AS INFORMI 11 OSSIBIL IMALLOMIABLE THE LEAST : . � � I I I � . � 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS I � I I W>LU I / I NGORIVERSW EREPEDESTRIANS 1. DOMES COMPLYING WITH SECTION 4.29 OF THE TEXA . SLOP I 11! � . . * . . I I DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT . Q<m I I 11 MAYBE PRESENT. NOT ALL LOCA IONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE . . I � I . I . I I , . I I I , I ;m IV$ . I CROSSWALKS MARKED; HOWEVER, TYPICALLY CONTRA OF APPROACH SIDEWALKS AS DIRECTED. � I , I ,� . . . 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BYTAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. � 11 � 0��- � I - I � I INCLU ST VISUALLY WITH ADJOINING SURFACES, I . .I 1. .g � 81 TYP. - . I I I I I I I I I - 4..,& - - . . " MAX. COLLECTOR AND ARTERIAL STREETS DO. AS STATED . DING SIDE FLARES. FURNISH DARK BROWN ORI 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM � � I . � � � I IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJAL;tNT TO 2% SLOPE IN ANY DIRECTION. = I I . � . I 11 . 0 ;� t:,W. ', .. cn � I I I . . � I � I ON- I I I . .1 I . -.'6�0-"6�_. AND USUAL , I PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT I NOTE: � SEAL WITH EXPANSI I � N 9 - -cp1n,,h' .0 : UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE I I . . I I '' � I � - . I -*AQa--0j ., .. . IN THE PLANS. I ... I LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. . 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS I � ... THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE . . . � I JOINT MATERIAL /-SMOOTH DOWEL BAR I I �� I . -1 - . ....."t , . - , . C) I I I I � 11 - - - I . I - REQUIREMENTS - BERMS MAY BE REQUIRED I I 1 112"O X 18" 12" O.C. IE q ... * SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN (f) I I � � � . I I I 1 114" R OATED ITH HEAVY I I , I THE CITY OF BRYAN'S PR 2. DETECTABLE WARNING SURFACES MW THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL - . � . I _\ I R"LADDER" RESISTANT AND NOT ALLOW WATER TO ACCUMULATE � VEHICULAR TRAVEL PATH. , � OUTSIDE OF THE SIDEWALK. I I I I . ,;, . . \ -1, � � 3/4/ REASE) � I . � - � CROSSWALKS IS THE LON ITU I L 3T BE SLIP � �> . � : STYLE). THECITYOF C LLE ES ATI N'S : � ,� I I -0" MIN. , , � � 1. ES ATI � ; Lu I . 1 3' 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND � - . I . I . -J,� . - - - �_ - I \ PREFERENCEISTHE PI L"T S Eli STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREr ck� I I I *� . . .. . �_..*.- __ .� :� - �.�.�.:, I ; HOWEVER, IN THE NORTH TE ADJACENT TO =T. CURB RAMP IS 2%. 11 . . � I � I . � e--. , I. � .�. -_ �, .', - 4" 1 � -01, _r I . I I . I I I I I k4 + � I � - ARIES ---,I �_ 6" MIN. \'-FACe OF I . . � I � I , "' * . 0 1 . .1 � � . � - � . . .. t - . -5-2% MA - , � I I I � I 110"MAX. CURB I SCHOOL OR SCHOOL ZONES, THEIR HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE . 5. CURB RAMPS WITH RETURNED CURBS MAY BE � USED . ONLY � � -_ I � � I , , , " - � . I PEDESTRIAN CROSSINGS, THE L NGITUDINAL (OR . APPROXIMATE LOCATION FOR THE DETECA13LE WARN NG WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS � I � . I . � .., , . I . - ".",_ ___ � � I � I I I . . . IV .. , � , (01, I - W �,�� r " t* I __7 - I I I - LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. 11 � THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE Is I I . � � . � . *.: 00 I , 4� � I �' le 'I, I I I � I .,';, I I THESE PREFERENCES WILL BE ALLOWED ONLY WITH . . � I , 1h Lioe ,&, � RECYCLEDh I ... 1. "..., " * I I TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BEA MINIMI IM OF � PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE . I . I . I � * . . � , , I . tu._.� . w lk 4 -+ -, y I THICK AS MANLi - I ::::., * rl-. � . - � � 1p * .:-. ., � .� IATERIAL, 112 , :*v._ I . � `% � I � . I - � I . . 41 I " 11 I NN i%CTURE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. I I _111, � I ,, 4, I SEE NOTE 4 - . ,,, , . _ '11 . : � . , - " . . V BY J.D. RUSSELL CO. OR I . 1 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRA -V EL, OTHERWISE, PROVIDE FLARED SIDES. I . � .. � I I I _." 41 3 LONG METAL OR PLASTIC CAP, INSIDE SURFACE ON IANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24�' AND EXTEND THE FULLWIDTH OF THE CURB RAMP OR . �,� . 4, ,,, - � DIAMETER TO BE 1/1 6" GREATER -THAN " ,, �. - � + �p �\\ . APPROVED EQUAL I � .1, - �k - I .,.. - .. , " � " . I � I . I - . 1. '' � -.1 - , 1, " . . I � DIAMETER OF DOWEL BAR. CAP MUST I I � � --- WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION . � � I I 1. I , . I " I . , , , I, , 1 41 I . I I , 1, 'i, I � I � #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE I I APART. THE TRANSVERSE MARKINGS SHALL CONSIST . 11 - 11 It: ,* ,.� "..'. . . , -4 THE STREET. 1� , � � � , BE LONG ENOUGH TO COVER 2"OF I DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE I I .... I '. I � - I I . . __ � I ') FOUND IN THE CURRENT EDITION OF THE TEXAS I I , I I I ,." � ." .� I— I I I . . I I , I I - - :, . . � � DOWEL AND HAVE STOP SO.END OF . #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI I � S'"72 OF TWO 12 -INCH WIDE LINES SEPARATED BY 6 FEET 6. DETECTABLE.WARNING SURFACES SHALL I ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102 1 1 1 1 . I . I I I - _0(J OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF � . � I � . I 11 . . " THICK MIN.) - --- BE LOCA I ED SO I I ... �, -7 + * I PERTAS I , CAPIS 1"FROM END OFSAR. � I 1 4, 1 � � I I � r "I - � �Et: I-IN15H NOTE I I I �. I MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION I I . � � I � I I � � I I I I '_� I I I I . I I 1 6" AND A MAXIMUM OF 1 i FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN � . � � � � I I � - I . I I I . I . I I I 11 I I I I I I I . I z . FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED FACE OF CURB. DETECTABLE WARN114G SURFACES MAY BE SHOULD BE A MINIMUM OF 5'WIDE. MEDIAIQS SHOULD BE � . � I . I I . I I � I I . � I I � ,� . . . . . I I I . I . . I . . :5 z LANDING , � , BY THE CITY ENGINEER. I . � I , . � 11 11 , I I . I . � � I - I . . I - I I I I -1 I � . m 0 1 CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSOLE PASSAGE OVER OR . � I I �. I I . I . � . I I I ur-P . � � � � �-_jp , I THROUGH THEM. I I � I I 1. I I I . . I � � . --- I I � . : I . ALONG LOCAL STREE I S I � I OWL) I I ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTA13LE PAVER MATERIAL SHALL 13E CLAY, VITRI IED I I I I � I I I I I , I I SIDEANAT EXPANSION . . a � CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER . . . I 11 I . I I � . � I I I I . ... I I 1. . , ALK I W>,,, . � I I . I . I � I - I - - � I I . . I . � I � I I � I � I . 0< AND CONCRETE. I 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND I 11 I I I I I . . I � . . . wm% CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, � � � STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE _1 L � � � , I � . . SID,EWALK SLOPE REQUIREMENTS , - I &CONSTRUCTION JOINT �� . � . � I . (LI --a DETECTABLE WARNING SURFACE STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE . I I I . IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK � . I I I I � � . . . [swi-00 , I I . I I . . I � . (DOMES TO RUN PARALLEL TO .� RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE I I I . . . � MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE I I � � . I � 11 � I , I I I � I I I . 11 . I . I I I . . I- . . I PEDESTRIAN TRAVEL) STRIPING. � I � . � . � I � I � I . ALIGNED WITH THEORETICAL CROSSWALKS, OR AS I I I . I � I . . I . I . I I �. 4" . x4"x3/16" STRUCTURAL STEEL TUBING I I � I � . I � I . I 1.� . � . I I I - . I I . I I . � 4" MAX I . I � I .1 . � I I . I I DIRECTED BY THE ENGINEER. . - I I . . I . . I . � . I i I AND USUAL 11 I . I I � . . . I I � I I I 'O.C. MAXIMUM 8. O.C. MAXIMUM � I 1 12" O.C. I � . . I . I I I -SAWED OR FORMED, . . � I . � I . -3'-O" MIN. 61-0. VARIES -J, I � � I .. 'i � 11 I . . � I I . 11 . . I 1 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN . I . . I � � 1 1/8" TO 3116" . I 1 I . I . I . I . � I I '.. .. I . IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. � I I � I ' SEAL WITH EXPANSION . - - `., I I I I . . I . I . I � .1 I I . I "I . � I T 11 � I I I � � I . I I . . I I . � I � I _�� I . I I . � I JOINT MATERIAL, MIN. - I I ` * .01. I SIDE FLARE I . I I . I I 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE I I � F_1�8 -7 : i I I I - � I . I . � I I , 2% MAX- I � 11 -----.'.,.,a ---- - � , � - . I I � T �_: � 1. . - (TYP.) � � � ,� I . I I I . I I . I � I , 5 11 11 R -11 11 Ir - lik 11 IF I I I If 11 11 / I . � . I � 3/81, R . � - � I I N 9 .. � I I CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES . I . � . , . I I I '' I , X � . . I (PENETRATES) A CURB. I ii � . � � . . � I I � I I . . I I � ,� I I I I � . I . i: I .1 � I � � . I I I I � . . . 1'111�SEE NOTE 4 . I I I . I . I � � � I I . � I . � I I . . . . I I I I ; I � 11 .1 501, 1 1 . I I I I . � . 1 \_71%__1 � -- i I I . I . , I � I . . 11 - I I I I . I . I I I . . , , . I I I 1111. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT . . � � : - 11 I , - , I I : . I I I I I 1 _ - ..-... . .� � * �: _�_ . I . I . SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR : . � ; � I I � . . - - . * :_� , 4" . � I I I � � I . I 1, I I I . I I - .- -, ,,. ;", �, - _;,.� ,;� � �. Y_ , I I I . I . � I I I I . I I . . I . I � BOARD JOINT OF 314� UNLESS OTHERWISE DIRECTED 13Y . I I i � � � I I . I . I . - , I I v A" MIN FACE OF I I . I , . ; � I I I I I I � I - I I F - -[M-Tk �i . . I'll � I � . I I I , I .11 1.� 1. I ., � . . . � I . I 1 #3 BARS @ 12'0.C.E.W. OR � I �. I I 10"MAX 11 I � . . �� I I I THE ENGINEER. �. � . I I I I I . i .1 1 4 1 - �, , . I I I I I I . I I I I " O.C.E.W. OR 28 -DAY CONCRETE � . I � . . . CURB . . � I . 1. ,� . 11 I , I . I � I . I i � � I L-- w. O. C. - , I I . . I . � 1. � � . I . � . I I � I I I � #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI I I I . I �. I . I 1 � I .. I � I � � . I I I � . I � I � 1 12. . PROVIDE A SMOOTH TRANSITION WHERETHIECURB RAMPS I I I I !: . I I I I I � I " . I ' . I THICK MIN.) I � . I TYPICAL PLACEMENT OF DE TECTABI E � . I I � .1 . I � I I I � I �. I 1. I I � . � .CONNECT TO THE STREET. I . I . � 1� . .. . . I I I � 11 I � � . I 11 I : .1 � I � I 4"x4"x3/116" STRI ICTI IRAI I . I 4"x2"x3/16" STRUCTURAL STEEL TUBING I I SIDEAVALK-CONTRACTION JOINT � I I � . .�,�E FINISH NOTE . � I I . I I I � I � 1. � I 11 � . I I � �. . I I � � � � . 13. FLARE SLOPE SHALL NOT EXCEED 10% M I I I : I -_ - - - I I � � I I EASURED ALONG I . . I I I CURB LIN . - I - k -OF � � STEELT 11"xl"x3/16" STRUCTURAL STEEL TUBING - I I I . I I � I I � WAIUSING SURFACE ON SLOPING RAMP RUN . I I I I i I E. .1 I . : � I . . I ; I . ! I I . I . I I I I 11 � . I I I . I I � I � I I - I I I I . � I � I � � I � � I � I . . � . . � I I I I I I -I � I I I I . � I I � I I I . . � . � I . L i . I I I I . � � I � I � � � I I I . I I . i . I I I I I �. I . � I I . I I � SEE C . ONNECTION DETAIL I . . .1 . I SWEEPSAND � ALONG MINOR COLLECTORS � I I � -1 I I I I SW2-01 I � I � � � I � I I . ! - I � . I I �. � � I . � I I � . i I 11 I � I . I I � . I . � I MIN 8" INTO ALL JOINTS . - I I � � I I � I � � � I . � I � I I . . .. I 11 � I . I L i I I I . I � I �_ I I .�� 4 � � I � - __ . I � I � � � - I I I I I MAX 24, 1 v, I . I 1. I i � I . 1 4" 1 - I � AND LARGER I I . I � Lfj_2_1 I � !GENERAL NOTES (PAVERS) I I . I I I I I 11 � � I I . � I � I I I I I I 1 6" -�. "..." I I I CONC , SIDEWALK I . � � . � � 17--] I 1/81, I � � I I � � I � I I � I I I .. 1 3-1/2" I I � I � I I I : FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL I � I 100mmi . i I I % - � � I I I . . I - - i , � I I z . � � I . - I I . � . I I I ! REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY � � 1i I . I I . ... I I __T I I .. ., I I'v"10 A T ; :,.. - )IA. BOLT � -i r I ". / I 1 2-3/8 1 � _11711-i PEDESTRIAN , � ......x- ; L ... ;.' . � I � � I I i I I I a I � � I UNIT BASKET WEAVE PATTERN OR AS DIRECTED. � : Wc, . 11 - . I I y ni"X� ' I I I � I I � I I I I I .1 . . . . � t. - - , � ' < 2 5 � � � I v 4� �_ � � 1`i -..::,. .... � . __._ . 4" 1 . I I I � . � I I . I I �p % � � 11 . I � CON] \ El C. -7 YONDE, TA IL I .. . v , v . . %, --. v , -,,, - - . . I I I I I I . .1 I I � I � I FX 0 LANDING I . . 11 � I I � I I . . � I I LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS I immomi v _ I I . , . . i�._ �!;` � 5, x , . GUARDRAIL I I , � , v I , :., t, - , . . , ,��- L - 7.5" - I . I I � 11 1. . � i � � . I 1 :5 z . CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT wm:p I I I I I I I . I I : . � WW8 . I I 1 0060 1 . . I .1 I ACCEPTABLE .� 1 4.1 11 - . I lix 01 . DETECTABLE WARNING PAVER UNITS USING A POWER SAW. I I I I � I V.; . - * t, 1 81v � I I I W> � . 2' 1 i I I I I I I � I � I I I � - I . , . , . . t, _ , - ". . 7 . TRAFFIC RATED - I � . I � I 00 . . i � � I I I , I I I I . I . I I � I 'V� - F__ - - " . _�... . 1, . PAVER MATERIAL VARIE", , . � I I :� 1i I � I fl- 00 V, , . couju LANDING I I 1. I � � . 1. 1 F___4 1 . I I I � I � I � - � wm I w . I I I I � I I I � . � . � - I � I . I . , .� 11� 11 ILI-_5 I' I � � . . . � uj> I I � I I I I . . I rmliiiiiiii � I __ � In< I . � I � . I I I I I � I I � I . I � � ., I I 1. : , I I I I . I I . I I . I � I I 1_�_ , - 8-- � I � wcrx � . . I . .1 . .1 ,� i '11 I I �. I . . I I �� I I I . � . , 2% MAX, I'll I'll, . I . .� � I , I I I I ., � � . . I I I � I i I . I I � I I - . I I � I I . , I I I . �... I . I I . I � I � I . I I . I I I I I I � I I � I I . I � � I . I I , I I [L�_a - DETECTABLE WARNING 1. . I I I . NO. 3 REBAR AROUND PAVER INSET � : ' �- -iii< r--4 . � � � . I GENERAL NOTES: I ' � � I . I I . I I I I � . � I I I I . � I I I I I I I 1. .. 1" MAX. SAND LAYING COURSE � I I . .". 1%,. .. . I I � I - 11 I � I I . . I . I I.. I I . . DETECTABLE . I PAVER WITH TRUNCATED . I I . � . � I . . I I I .1 . I - � I I I � I . . r- . I � . � I . I I . I . � I I � I . . .1. I I � . I , :, . . I . . I I � I � I I 11 1. �� . I I I . ' 11111� .1 , . I I E a . 4" MAX , DOME SURFACE . I I I I .1 I I I I . � I � --I I � . . � , . 1 I I I ""AA I � I L � I I . I I SEE NOTE 4 . I I . I � . w < I I I US . � I . ALL AREAS WHERE EXISTING VEGETATION AND GR AIRED BY CONSTRUCTION I I . � I . � I . 1. I 1. I I . I I � (L . Q I I I r RATING PA PER I J�,DUAL. .1 � I . DETECTABLE WARNING PAVER WITH - � . I .. I ASS COVER HAVE 13EEN B WTH IS 11 . I , I � I I . . I I �. I . � I I � I- - I I .. T,T,A . I EXPANSION J011 . � TRUNCATED DOME SURFACE 1 71- A1111i A, � I . I I : ii � I . � I I I . I r . . . I � I I . � I i I I . I I �� . .. � . I I I � � . � . ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. . � I TRAFFIC RATED � I I I . I I I I � I I I I . T1"MORTARBED i . 1. . -I SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GRO . � S ENO E3 �. I � � I I's SIDE FL E . � I I . - . I ;i A , A . . AS REQUIRED - SHALL CONFORM TO ' , %MOOPF -d , I 28 -DAY CONCRETE I O �� 1:10 SLOP I .1 9 SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS - 1 0-i 1 � BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. .� . . I � . I � I � I . N MAX. .1 I � � I I I I N g L . j . I I (TYP) I I . . I I . I I . I . � � I PAVER MATERIAL I � I #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI . � , . I I T: (TYPICAL) I . � _. / I (TYP,) � 11 . . . CONTROL JOINT PERMISSIBLE . I 1 . I . . APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS I . I � #4 BARS @ 18" O.C.E.W. (4" THICK MIN.) I � . I I . ---.--I I - I � I I - I - . I 2:,,, I � I r I . I I � . � I I . i � . -_ I- . I I . . I � , . '-16-� - , . _ I I I � . . I 1, 11 I I I ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. I I � SIDE WALK PAVER SECTION I . I I I I � I . -%= I I � BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS SEE FINISH NOTE 10, I I . I I . � , . � � � - I I � � I . �� I . I I I I I � I . . � . I I -.7--r- -.1 I . . I � r " I I . I I . � I I I . � I . I FACE OF I I . . I I � I �_FACEOF , . � . I I . . I I I . � I "iiii' I I I I ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. I . � �(- 6 > .< ->-I < � � � I � ALONG MINOR COLLECTORS � I TYPI(-Al) VRAMPIVIDTH 1 6' CURB I I � 11 CURB I I � MIN. 4�' , � I I .� I I I 11 (TYPICAL) I I � I . � I I . . � � I I I � No. 3 REB I � . � . I I 11 � ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ' � I I 1 18' All AT -J I I I ACCORDANCE WITH TXDOT STANDARDS I I . I TRUNCA . TWAX,V N -CENTER . ".� . I I I I � � .. I � AND LARGER � TED D0j1E,PA 7TERN � . I � A - I I � I I I � . I I � I � I I BO WA � � I I I � � I I REFER TO SPEC 31 IT23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. 1. I .1 I � .- � I : I I � I I I I I CURB)MAIP I I I � � I � CLASS A CONCRETE - SHALL CONFORM , I I � I I 1. � I r-77" I I I _F]w SIDEWALK , . TYPICAL AMBULATORY RAMP � I I TO APPLICABLE SPECIFICATI � . . . I I ,� 11 I . CONCREJ .,-, . . . , - � I I I � . � . I � I I I . I I � ONS � I � 11 I � I I I I . I .. . � I I . I . I . I � � 11 I � I I . � I I � I I � I I � I I I . � . . . . � . � . I I I . I � � � � I I I I I I .1 . . . I I I I I I I I I I . I I � . FLAIIED WINGS I � I I � . I I I . . � I I � I 1. -1 I I � I . � � . I I . I . I I � � . I � . I I I - � � . . I I � � 10-i - I I j I I I I I., - . . I . .. I I . I I � I - � I �, I � � . I . I _&.&_j ji,jji j . , � SE CTIONA -A ,� � � � � I I � I I . I I � I . . � .. � - . I � I I I I 11 I . I I [SIV . .11 I .1 I . _. DL lr]WCTABT 1- AVARNING PAVE R. . I � , �, I � : I I I I 1 1-02 - � I . � . � I I - I � � I . � � - . I I . I . I � I'll .11 I 1. I . � I � --- .1 I ,� � . I I I I � .. I I I I I , 1. I 11 - , - . - . � � � � r.opi I � 1� I I � I I I I I I I 1''. I I I . I . . I . . I . . � I I I .. � � -,.--I , - - _.. FSW2-02 1 , � . I I I I I , I , I � I � I I I (z) 11 . � I 11 � I I I -1 � I "'. I I I I I I � I I .1 I I . . . I '.. � I ,_�_ . ", ''. . . . I � : I I I I . _� I I I I �. : , . ..., I I I � " _�& I - . . I . � . ''I'll I � I � I ; I . I I I . I I � I � I � 11 . � . . � I I . �. . . 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BACK-// SMOOTH DOWEL BAR, BACK �7 1 1 CAP @ 12" O.C. , I :--=:: 1/2" DIA. X 16", WITH � I . . � . � . � � � I I I I � I .1 I I I I I I I I I � I . . � . . I I I i I � . � . � CAP @ 12" D.C., I I I . I I . . I 11 I I I � I I I � � I I � � I � . I I [: OFCURB 1/2" DIA. X 16" WITH � OFCURB 6'MIN. (COATED W/HEAVY . I BACK-/' - (COATED W/HEAVY , I . �. . I . I I I I � I I ,� . I . � , I I . � I . � I I � I � !] I � I . . I � � I . . - . . - I I :: I � I CAP Q 12" O.C'. GREASE) . I OFCURB I .1 I I . � � . . � . � 1. I I I I I . I . � I � . I . � i . I . I � . . � . ! . I . I . I � I . � .1 � I I I I GREASE) � � I � I I I . I � . � � � I � � ; I � I I I I I . . , . I I . 1. I I I I � � :: . I I . . I . I I .. I I . I . I � I � - I I GREASE) . I I 11 I I I I � � - I . � I I . . . I I � I I I I . . . I I ...... I. i� I I I � I . � I � . I i . I � I � . I . � . I I . I � . I I � 11 .1 I . . � I � � .. . l� I . i I I I . I I . � I I I I I � I I I I I I I � � . I I � I � . I DRAWN BY: 1C. L. M. 1� I j,/x\/mm7 ; � ec(: . `0 � I I . I . I I � I I I 1. __ 11 I I `0- .01A� [�" � � 11 D !f I I 11 fl, lmm4t x N Tif I > 7 1 q4 _4� �_� . :9-44 - '� : �11' I �- F/ � � . 7,t,��( Ix -1 �`SIDEWALKAMBULATO"D'%7 RAMP 6SIDEWALK, AMBULATORY RAMP � . I . I . � I . . . I I I I I I I I I I . I i � 11 . , SSI AMBULATORY RAMP I . . I I � ,� I � I - I I � � . . � . � I � I . I D A T E : 08-01-12 11 A_jjL I E_'RSECTION & DRIVES A r -P - � r_p_v � . . I I I � I . I � I I . I I . I � I I I I., � I I I I � I I I 11 . I I � I I . I � . I . I . S C A L E :1 N T <3 11 I T STREprr INT"L - IA., STREET INTERSECTION & DRIVE S AT STRE ET IN I _11JRSLCTION & DRIVES � I . I I � I . I I I I I - . I I . I I __ - - - I I � I . I I .. . I I � . I - I SW3-031 I [ SW3-04 I I � I � �. I I I . I I � I I .1 I I ; I I . � � 1. I I � I I APPRO VE D: W. P. K11 . � .. - I I � FSW3-051 � I . I � � ! . I i I I I � ! . I I : . I I . I � . . I � I . 11 I I I I I I . I I � I I I . I I I � . I � . . I I I � II-- IGUREI: I I I � � I I � I � I i . I � I I : . . . � � . � 11, I I I I I � � 1 1 1 � i, I � � I i I I ! � I I � I � . . � I I I I I I I I I I I I i . I � . I . � I I I � � I I I I � I � I I � 1 � I . I � I !: I I � � . I . . � I �i I I ,� I . I . :: � I I I I I i� � . I . I I I . I ; I I . I � . � � � I - I . 11 I I . I . I I I I . . - . I I !!, I I I I I I I �. I . � I R VAV: I I - - , � - - --.--- . - 0 � I - � . � I I I I I I I � I I I � � I I I I I .1 � I � � I � I I i I , - - 11 . I I . I . � � I I I . I I . I I � . I i, � I I I I . I I . I � . I I �. I . I � � � . � . � I I .. � I I . - I I � � � I I I I � I I I I I I . � � I � . � . . . I I I - I I . .. �., . � . I I I I .1 . � �. � � . I I � I 1 . . . � . I I I . I Is=- I , SHEET .1. Off 1. � , I . I I � - . � I I . I I � � I I I I � I I .1. I I � I ., I 11 I I I I . I . � 11 I . . I . I � � 11 � 11 I I � . . � . . ,. I �. I I . -- , . I . I I I I I I � 1. . I I � . I I ,� I � I I I � I I I �, I I 11 I I � t : . . . - I I I I , � . � � I.. � �. I � I � � I I I . . � . i I . . I I .1.1 - . I I .1 . I : �, 11 - . � � I .1 I . i . I . � � � 1. � I : NO TE. �, - •� 1. VALVE EXTENSION TO BE USED.. T VALVE „ ONLY WHEN 70P OF GA E a 24 X 24 X 6 . ET FROM " I IS DEEPER THAN 5 FE • GENERAL. NOTES. LES _ BE MECHANICL JOINTS UNLESS � , ALL FITTINGS !L .._ ELY DIVIDED F FREE OF ROCK LUMPS AND CLODS 6, A F I. FIN EARTH , ED. EXCEEDING 6 SH LL BE PLACED BY HAND, AND OTHERWISE DIRECT A ,. '„ TED AR T IRON PIPE TO A DEPTH OF ' : 24 X 24 X 6 COMPAQ BUND THE CAS R D NO CLOSER THAN HYDRANTS SHALL BE LOCATE 7 28 DAY CONCRETE O THRUST BLOCK NOTES: ED INTERNAL, 1. ALL CALCULATIONS ARE BAS ON IN PRESSURE OF 200 sl FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE E ID THRUST C A VOLUME s In ton ft ft c.. 5.1 4 6 8 1.5 2.5 0.3 1012 11.3 i,y 3.5 0.6 WATER LINE UIRED + AS REQ NOTES, TUBING WILL BE ALLOWED 1. NO SPLICES IN COPPER TUB N FOR SINGLE SERVICE OR BETWEEN THE SERVICE SERVICE. _ SADDLE AND THE WYE FOR DOUBLE 1 1i2 BAL " O DOUBLE (FOR w STRAIGHT BALL VALVE W! PLUG Z p _ (2 FOR DOUBLE SERVICE) -j � V L O AVE J SERVICE 6,8" 5.0r2.5 1.5 ° E DRANT STANDARD FIR HY 2.7 V 1' MIN. 10,12" 6,5 AY CONCRETE 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN - O THE - _ SURFACES OF THRUST BLOCKS LL BE THE RESPONSIBILITY OF THE CONTRACTOR 28 -DAY FI ISHED GRADE. ' 11 I N - 3 FEET MEASURED FROM THE BACK OF CURB T STRENGTH - 2000 si 2. ALL BEARING SURA 2. IT SNA NLY) I _ CHAN . H - 2000 Psi BY ANY ME I ALE EQUIPMENT. D INST UNDISTURBED E TEST LINE IMMEDIATELY AFTER THE _ STRENGTH p C Q AMER ON THE FIRE HYDRANT. SHALL BE PLACE AGA TO PRESSOR _ - _ _ _ -�_ - I 2000p sl FACE OF THE STEAMER p G� WITH #4 BAR AROUND ITH BAR AROUND L VALVE OPERATING NU EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. 4' MiN.=-- W #4 2.AL D D L CONCRETE ALL BE - 28 DAY CONCRETE ALL VALVE BOX. E OE 2, AL C N) OCKING SH OF FIRE HYDRANT THEN , ALVE BOX. SONS ARE TO 8 MA EIS WITHIN 50 FEET ALL V EXTENSIONS _ 8. IF MAIN VALV --• '� - 20 0 psi. NOTED, STRENGTH Q6 s�. ON A DEAD END HYDRANT OF STEEL SIZED AS NOT p SEMBLY VALVE MAY BE OMITTED 3. CONCRETE FOR BLOCKING SHALL BE 200 p 3. MARK EACH SERVICE ENO WITH METAL T POST cn AND PAINTED WITH TWO (2) LEAD WITH NO ADDITIONAL CONNECTIONS. 0 3, ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF MAY BE VARIED AS REQUIRED BY PAINTED BLUE. z 4. DIMENSIONS METAL PAINT. r _ O . COATS OF M CRETE ON VIL W A A - 2 SQU/\RE FEET OF BEARING AREA OF CON T MEASURED FROM THE STEAMER _ EIGHT OF FIRE HYDRANT FIELD WHERE AND AS DIRECTED BY THE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BY THE ENGINEER. 9. H NDIS (URGED SOIL OR AS DIRECTED VE NEAREST FINAL OPPERHEAD BE A MINIMUM U 8 TO 24 INCHES ABO _ _ ENGINEER. THE VOLUME OF CONCRETE APPROVED EQUAL. ** SEE TECHNICAL SECTION 331213 Q vi TRAFFIC RATED C 3. EXTENSIONS SHALL NOZZLE SHALL BE 1 VIEW 1 �i SHOWN ION OR BLOCKING SHALL NOT BE LESS THAN L REQUIREMENTS 1 DOUBLE SERVICE -` SNAi<EPIT TEST STAT OF ONE (1) FOOT LONG. LILLY PRESSURIZED UNTIL GRADE. 4. WATER MAINS WELL NOT BE F APPR OVED EQUAL HERE. E GTH. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIA EQ I 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. WYES &EXTENSIONS ARE TO BE i w VES TO ISOLATE FIRE 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE VAL ALL �E WILL 8E LAID SO AS THE ENTIRE BARRELL 5. AI_ 1 EACHE01500 s�. INSTALLED WITH THE MAIN LINE CONSTRUCTION. , SUPPRESSION LINES FROM PUBLIC E DED WILL HAVE FULL BEARING ON THE FIN GRA STANDARD FIRE HYDRAN ALL CONCRETE BLOCKING HAS R p BE AMPro WI NOTE: , WATER LINES SHALL BOTTOM. ELL HOLES SHALL BE CUT FOR TVA _ TRENCH OTT M. B 0 7. METERS AND VALVE BOXES SHALL BE PLACED CONC. CURB &GUTTER `s TIE T T A A USA LL562 LOCKABLE LID. O PAYMENT OF FEE, EACH BELL AND FIRE HYDRANT. GATE VALVE USE POLYETHYLENE WRAP OR . WIVALVE BOX T BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON O HORIZONTAL THRUST BENb SIZE fAt O O .(ft) (ft) WATER LINE UIRED + AS REQ VOLUME 9U° 6,8" 5.0r2.5 1.5 ° E DRANT STANDARD FIR HY 2.7 V 1' MIN. 10,12" 6,5 TRAFFIC RATED COPPERHEAD PIT TEST STATION OR SNAKLTEE E BOX PER SPECS WITH BOX VALV O E 5 PEGS. VALVE BOX PER VA V 1.045� STEAMER NOZZLE CHAINS D Y TO BE R EMOVE B IN OR TAPPING 1.5 0.9 APPROVED EQUAL EXTENSION AS NEEDED 12" 3,5 CONTRACTOR PRIOR 70 SLEEVE &VALVE 1.10 2,2 0.5 . . . / _ 2 SQUARE AWWA NUT EXTENSION WITH A CENTERING COLLAR. A CITY'S ACCEPTANCE OF WORK. GRADE AS REQUIRED REQUIRED 1 6,8" 1.0 1.5 � . TERMINATE 4 TO 5 0.4 FINISHED 11.25' 10,12" 1.511.5 1.5 ;•: A :.: 6 OM TO OF BOX.: FR P :. • . -6 . . , -P BURY LINE , OR 90 BEND ANCHOR AS EQ'O ARIE I V LVE BENb SIZE fAt O O .(ft) (ft) A) VOLUME 9U° 6,8" 5.0r2.5 1.5 9 AA 0. 2.7 0.4 10,12" 6,5 1.5 1.2 4,0 1.045� 6,8" 2,0 1.5 0.9 1..5 0.22 12" 3,5 5 1,22.5° 1.10 2,2 0.5 .6,8" 1.5 10,12" 2.0 1.6 1.5 0.9 1.2 0.8 1.1 0.1 0.3 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 11.25' 10,12" 1.511.5 1.5 1.2 0.6 0.1 & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH ///\///\///, ;• \\/ /\\/// �/ FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON _11 I COMPLETION OF CONSTRUCTION. -- ' ' .. 12" MIN. -24" MAX. �: : STRAIGHT BALL VALVE 2' MI STRA G WITH PLUG ((2 FOR DOUBLE SERVICE { i D LES -APPROVED SERVICE SA D DUCTILE ANO PVC OR FOR 4' MIN. . < I I . I � I I TAPPED TEE GATE A w „ !VALVE BOX z UARE AWWA NUT W 2 SQ E TUBING m 1 TYPE K COPPER IT H „ . EXTENSION W D. a 6 ST E HYDRANT IR E LE ERV C STANDARD 7- D UB S 1 N A 2 F0 O , STA R CENTERING COLLAR: a - GATE VALE I TERMINATE 4 TO 5 WITH S5 OL S 3 THRUST .BLOCK DETAILS „ .{_ LL 1-112" X 1"BRASS WYE ' F OM TOP OF BOX. SEE NOT 8 6 D.I.OR C909 PIPE DOUBLE SERVICE R ( ) „ p (1 FOR U ) : °0 6 MJ ANCHOR 70 TE VALVE I v L G x SHALL NOT COUP IN CONCRETE H g Gq ESS _ CORP STOP 0 W/S`fAiNL - t� OUR CONCRETE AGAINST AWWA C90 _ P JOINTS . EXTEND BEYOND STEEL BOLTS •• ( SERVICE) PRESSURE PIPE UNDISTURBED EARTH 1 TYPE K COPPER TUBI G SINGLE ..PRE � - , _ „ ER GING DOUBLE SERVICE : CONL.RETE PEA GRAVEL FILL 1 1/2 TYPE K COPP ( ) _ LL L E BLOCKING TO 1 FT, ABOVE WATER LINE SEE NOTE 1) 1 112 BA VA V 14 a. INSULATED D.I. PIPE WEEP HOLE FOR DOUBLE SERVICE . PVC DR ', i i -_ N C ONLY) g ERTRACER ,-.. ,... .:-.:,,...:. FIRE HYDRANT LOCATION ., COPP _ 1 _0 WATER 1 ' WIRE ;,, :.,,. THRUSTBLOCK TRENCH � O PIPE 1 �%I 1'� CO i ..., NEW wAT�R SERVICE :.. REALIGN AS NI'.F�DED ,- i � C ITAPPING BLOCK USING 12"x'12"x4" 1. ,•,, _.., • .. TEE DR TA .,:-.-. -, :::.':'; (SIIORTANDLONCSIDE) _ . VE RETE •: ., ... r , V V 2 ll 1 SLEEVE &VAL MECHANICAL JOINTS I PRECAST CONCRETE I 1:- DIRECTED, AS REQUIRED ,• :; , : - r... .. _ X X BLOCK AS WITH SET SCREW BLOCK . DIMENSION APPROX. ER GLANDS .. -.. . .- - MIN. DIMEN RETAIN :: THRUST L BACKFILL AREA INCLUDES UAL TO ONE BAG OF OR MEGA LUGS EQ 2 RADELOK :,. STRUCTURA i CKRETE 6 X1 G i ALL PAVED AREAS SIDEWALKS, STREETS, AL YS, : W/M.J. SPLIT GLAND -1 m ... • , .. - . -.., .. .,. TT .. .. Q .. ... ( D S ALL I�ARI:) FI R.3._ 0 PARKING REAS AN H ' .STAN . .... •. ... .... , ORIVEWAYS,AN A BLOCK AS DIRECTED ROTATE TO FINAL GRADE) r . ,. (STRUCTURAL PTIONAL ' EXTEND 5 BEYOND THE CURB LINE?. �7 c EII3 Li' -.11 ` - .�� : • �: ; - � L SHALL BE CEMENT STABILIZED SEE Al �l T A� V < : ED) O EXCAVATED 4' 2' 2' 2� B HYD R c :. - . , PIPE DETAIL W4 02 AREASTO BE PAV R 2 GATE VALVE & O W1-00 W 1 r O � :: '•: , .:' :-: :: ;`••: "•' . ; ...�. .JOINT SOIL COMPACTED TO 98%MAXIMUM DRY DENSITY AS NEAREST BELL MAX AX 6' 'TYP. MAX MAX 6'8" TYP. 6'8" TYP, MAX u "• - - PER ASTM 0698 WITHIN OPTIMUM TO +4% WET OF JOINT P. .: '.:. T T EA. ENb) I1" MAX ` ' • • - 11 OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL I -Il TRAFFIC RATED •X REFER TO TECHNICAL SECTION � •'`- INNER \NN AREAS) I LR. 2" SQUARE x 2" HIGH COPPERHEAD 09 0312 FOR TRACER WIRE p\P TING NUT INSTALLATION 1'-0" IA. I OPERA SNAKEPIT TEST INSTA A ON OR TRAFFIC RATED COPPERHEADI .. � C) i STATION SNAKEPIT TEST STATION OR C UTE POUR CONCRETE V(E . APPROVED EQUAL APPROVED EQUAL DIA. AGAINST UNDISTURBED ,D\P `�,�' . li �1 EARTH BIC �� 5 „ V, GROUND LEVEL % 8„ TYP 1 MIN. CLR. r _ PLf].N VI�ti1 I SECTIOl� 1VX r -11 [ ,..... ...; /11 .. STEEL CASING s _ ... „ „ ,.. •: C �P� QIP CARRIER PIPE CASING SPACER �I 24 x24 x6 rr\\u, F� J P � il 90° CONCRETE PAD - W G� P�' ULL ON WATER -,. 2 D < - - 1 PC. P 4 (STD.) METAL AL -y' Q F i TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS �� MAX. .0 C UT -1 G TO MAINTAIN 1" MAX GLR. ' VALVE OPERATING N DETECTOR TAPE r? J •C SEAL WI STN. STL. I; EXTENSION METAL DETECTOR TAPE C9 5 DIA x 118 MIN ,.r; ,: ,:.: u.m Q :.': yQ I PAVEMENT AREAS CLAMPS "APS" OR 30° T /�"� THICKNESS STEEL / i 4 Ox L PSI MAX C � 0 UT -OUT G p -THRUST- ;':`-.••r Q wU ♦ STEEL CASING : PLATE w/9 C - O :: amC_j BIC BAND CLAMP T� MIN. '- ; " . , . • • • ' ' • :' SI E ALFfi A ERS 8,. WIDE BAND STAINLESS : P� TRACING WIRE i . . ' ' " ' P W NOTE, CASING SP C AT RINGLINE LL END • • ' 4 -RUNNER MIN. (THRU 24' DIA STEEL (TYPE 304) - 1 DIA STEEL ROD- 14 a SOLID TRACER WIRE SHA I • TEST STATION. POUR AGAINST 5' g AT E CASING) OR 6 -RUNNER MIN. PROVIDE 4 COPPER UNDISTURBED 24' 42 DIA, CASING) STAINLESS RUNNERS AT UARE SOCKET NEOPRENE INSULATION SLEEVE C'.�) F SQ EARTH- TL. TYPE304; 8"WIDE BAND BOTTOM 45 BETWEEN PIPE AND BANG 2' DIA INSIDE "-""' W1 POLYMER RUNNERS; CENTERED' MIN POLYMER RUNNER (TYP) SET SCREWS ON OR NON -CENTERED; CLEAR BELL, 2114 DEPTH _:; TWO 3/8 E TYPICAL UTILITY PIPE: 118 MIN WALL EITHER SIDE TO LOCK THE TYPICAL UTILITY PIPE RESTRAINED FROM FLOTATION; (( I LOCK „ ° THICKNESS) OPERATING NUT. SCREWS `. < ZLL THRL 5713 i ) tj ;�( _ INSULATED, APS, INC., MOD SSI .. ARE TO BE FLUSH WITH I` _�� OR CASCADE OM DEAD END 1. ,:,- AREA. 4� OUTSIDEEDGEOFBOTT-.- .STRUCTURAL BACKFILL AR 'x TRACER WIRE MUST BE INSTALLED r< �9 SOCKET DIRECTLY ABOVE THE PIPE - _ TTA -L ,; = _ L HORIZO C 1 SING DETAIL TYPICA T _ W2-03 EXTENSION GATE ALAE E T BLO CIl _ W2 02 iI <=) ii I LOCATION MATERIALS THRUS W2 �0 UTILITY PIPE LOC w l -0 3 - I II I 11 W1 01 f_ w - I . I _ :: OTE: NOTE: N : O E NOTES. S GSE CITY GATE VALV GATE VALVE E L E CROS IN O AER AND SEW R IN E INFORMA ION N W T 1. FOR MOR VALVE BOX B W/ A : WlVALVE OX E CITY E LINE CONSTRUC ION OSSING SE FOR WATER AND SEWER IN O ON PLANS ND SEWER LINE CR S HOARD SPECIFIC TION R 1. FURNISH AS SHOWN ATION ON WATER A TA > PIPELINE 1: FOR MORE INFORM TION WER L NE CON ST Ruc -. TS. NE SE VE N POS AIN LI R A D N ALL VAL SIG M OR WATE N DO ONF AN PECIFICATI , W RN NG SIGN STANDARD S A T O S. B E IED IN THE TECHNICAL SP ECIf1C i N MEGALUG OR . , TIONS. 2. STEEL CASING SHAL EAS SP GIF BLACK ICAL SPECIE ICA _ S TO BE CONSTRUCTED S SPECIFIED IN THE TECHN 2, SIGN. L CASING SHALL BE A S ETSCREW A _ 2, STEEL - RING i S RE IRED. . E 3. DRY BO Q TEXT--,, TESL BAKED ON E E 10 F ROM 20 GA. S :. IN R R TA -\ ED BY `. a OV L WHEN APPROVED ED ONLY . L O p ^ G SH ONE BORING IN PREFERRED, D WET BORING A LOW (\ I V LFI ISH. FURNISH 3. DRY OR� . � I F W A AME N EN , E AIN TIES INTO ALB I STAL ED ABOVE TH M I k-1 I WARNING AND ONE VALVE SIGN THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SH L E N L • THAT THE CARRIER PIPE CAN BE PULLED ABOVE HE PARALLEL B D WITH A BEND SUCH UNDISTUR E 0 VALVE 1 O OR EACH o DO NEP POST PP NG _ PIPELINE O TEE OR TA U DERGROUND D ABOVE THE MAIN IT TIES INTO c HALL BE INSTALLS AIN. IRT SSING A ROADWAY 5 TEE OR TAPPING M D 4. PIPE CRO INSTALLED LLED AND AT : INT VALVE CITY o ° VE & CT THE L SLEE CONTACT LLE AB HE PARALLEL PULLED VE T o � l CAN BE PU O c CARRIER PIPE A HE C THAT T V LVB . SUCH T VE & A . ,. NDS SLEE .< WITH A BE -.. PLANS. W ON _ O S SHO N LOCATIONS N AS .. L UI ED .. ... EXCAVATING REQUIRED VAT N AS R ., RE CA Q r BEFORE EX REQUIREI 11� 14D E AS E SMNT . .. .- Q NCA 24 M IN. MAIN. . NUMBER OF „ � ,E FURNISH SAME • ::::,: r. O EAC AS R - ., SIGNS F LA CEMENT ..• ,..:..:,. OF LINE REP .. ': r END I .. ._ _ MIN. O E _ 2 0 _ YELL W M. J. TE N. II � � O i INC VALVE M 2 0 MI E INSTALLED M TT � NCA T WATER LIN PLU G , E SEMEN CAP/ „ TER LINE WA D ', ULbE VARIES WATER. 11LINE BACKGROUND ( G OR CROSS SHO UL : WATE 4 NUMBER ON VALVE SIGN) ' E PAY IT M E AT OUT AS AR NC NOT P OPE ., ( EN CUT _ OP : 5 0 _ _ H O�PAVEMENT AL LIMI T LIMIT 5 0 WIDTH MIN. .. ,.... WIDTH OF PAV1. EMENT .j p,. 11 �I - N0. ` . 11 1. 3X 3X -7 n BEDD N G SAND SURE C PRESSURE. ' B K LA B 2 SLA ,_,.11 ,, : CONCRETE :, tl .. - .. ,.. ,. :;11 � �. �� ... ,, Iii --i TO BE AOOEO AFTER .. ... ; r N . SIG SIGN HAS BEEN > > BA , .. - FLOW LI E. I� .. > „ DEWALK MAY 3 0 BELOW DITCH PAINTED. > SI ATE VALVE 3 0 MIN G GATE VALVE E OPEN CUT 10 B HITS _ �I L� NOTE, A W OR BORED AS n DIMENSION FOR CONCRETE 24" BACKGROUND MJ PLUG DIRECTED BY > D a ES WITH WATERLINE SIZE MIN. . 11 VARIES THE ENGINEER (' CARRIER PIPE n, PLAN YIL I V >,F ,:. . , .. STEEL CASING STE L CASING - , ,l I .� AS REQUIRED CARRIER PIPE J I � I , _ � . ti. W n„ PIPELINE WARNING SIGN -"t 1L _ R, I SIGN INC 4 "[� AL � REST CR O VALVE IDENTIFICATIONT 1 PI CAL RUR ,a vrrr - �Al�TT .CITY QTR EET CROSSII\TG 4-0 N>. DUTY WING VALVE BOX AND SHAFT EXTENSION TYPICA,.L UR W4-01 Ia 8 BLUE, HEAVY , W4 -OO �, i �n BED DIRT COMPACTED CAST IRON VALVE BOX COVER UNDISTURBED CHANNEL POST 4-0 - �9u SELECT FILL :. V it 2'XWX6" " , ,, DOR,. �.., ., .� > •._ ,.. CRETE SLA GI L GROUN _t,,. ..�...... ,.. 6 CON ORIGINAL _ S.. E,. ,.. .:,_, ... , E SL : , TE A > . � r CONCRETE A SELECT MATERIAL SUB -GRADE .{rte ,� ,.,.,., MEGALUG C N NOTES. :..,.ri: nr.k;.r:l.�..r.-z F c�._ n�\r r\\,r...• BDTTOMOF$UBGRA _.. -r ,... .. , ..,. ,, 3. , r?r ;i>. -, ... ... HICH IS FREE OF ..v.a., .... �:..., PIPE .�. r_, ...,._r �„t. > > D FROM THE DITCH W n m,,.. � , St- ...� .. ... _.. ERIAL EXCAVATE T G _., : , ...,, . r .> . > . .. MAT INC AND RENCH/NG W/TN/N AL6 EXIS /N k , ,..,, 1. FORBEDD T ..m.,.,. ., r.,,. �RTHANTWO . ,. � . •.,.,,, _ .-�ta.._.._,,,,,#,..., ,.•.,i., uiC�, PS CLODS OR DEBRIS LARD O , ..,.,r�:,x,., ,. �_,.,,>.. .. ._ .. •. ROCKS, LUMPS . IM NSION COMPACTED TO A PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS.- • : : INCHES IN THE LARGES' D E . ,. Details ST4-Ofd ST4-0>, ST4-02 . TH/S NOTE DOES . t � 6 MIN. ,. . , • . , . , < . .. NOT GREATER ° ) 90 OF MAXIMUM DENSI� AS DETERMINED BY 4 0 � MINIMUM OF / -.,::, :.::;:.:•:::.:..:-:.,�_ .,,.,..,,. .. .. < ILL .,.., :,.:... O STREETS BEING RECONSTRUCTED. . %:... .. • -..%:,-'-,..% • .. •. • <. ..<. ..<..... THAN 45 BACK F ..:. _:,,. NOTAPPLYT • .. -- . * ASTM 0698 STANDARD) AT A MOISTURE CONTENT WITHIN ,. �•. ..,.., .. < .. .. � / �' A IOPTIMUM TO +4/° OF OPTIMUM UNDER NON-STRUCTURALSELECT ATERIAL EETPROVIDEA WATERSTOPBLOCK .•.....,... 9 • � � QAM 2. EVERY 100 F 6 DIP WlRETAINING ie...YARDS PASTURES, EASEMENTS) AND TO A �- NT SAN ORNATIVEMATERIAL - G AREAS COMPOSED OFCEME D , : .• :..• : .... ,::..:-.;:..:- AMERICAN FLOW CONTROL TRENCH ° 1 AS 6ETERMINED :,?. DAT BEND AND A MINIMUM OF 98/o OF MAXIMUM DENSITY CLAN "•� ::. •...: , "• DEPEND/NG ON EMBEDMENT. BLOCK SHALL BE 6 FEET D E UAL 9 E CONTENT WITHIN .... - . •.: • • ..: • .: ADAPTER OR AN APPROVE Q , .. .. .. .. PLUG. � BY ASTM D698 STANDARD AT A MOISTUR �_ �'^""`'� "•>�` =�'�: A SELECT MATERIAL �- ...,., , -.. .. , . O CEMENT STABILIZED SAND /NLENGTH. NO BEDDING SAND /N THIS AREA: • • .: • • .: • • .: ((° NEW STREET AREAS , :. ::: - . C 1 M TO +4/o OF OPTIMUM UNDER N < .. OPTIMUM . 2 IN: 'P . ...•,:-:.:..__..`<',;, 13"_ 12"MAX. ::::.,;:' ::; E SHALL „ ,• ,.. ,...•.- ... ,; 1 M BE ECONSTRUCTED. 8 12 MAX. :.: •....:.. 3. AL BEDDING &INSTALLATION OF PVC PIP r.•...!.•.....•... .. •... .... .:.. ..`.:.:..:. •..-.... O ANO STREETS TO R ..I'll ( @( MANUALLY MANUALLY CONSOLIDATE :.:; :: ?.: B MANUALLY CONSOLIDATE L WITH ANSI/AWWA STANDARDS p f ,, - - /, , ©AT OPTIMUM MOISTURE) A ) T OPTIMUM MOISTURE BE IN ACCORDANCE CRETE > • > MATERIAL .-: / ':: FOR PVC PIPE. CON r, B GRANULAR l% ; ;: ' ,r . , / .. - F DUCTILE IRON PIPE ( 4. ALL BE & INSTALLATION O r�/ic\ Inv/n 11I'll� i . \ E - // - LL 8E BANK RUN RIVER SAND WHICH IS FREE .-.,::..:� ,,..; , ...: ,.,.:. SFiCTION A tl CK v r MATERIAL SHA THRUST BLOCK-/ - OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC :.. ;.:..; SHALL BE IN ACCORDANCE WITH ANSIIAWWA C150/A21.50 N TESTED BY STANDARD 4 4•• rrr , r, r .vrr MATERIAL AND WHICH, WHE .`_:' : 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL RESTRAINED JOINT 6" M. J. ELL PLACED ON LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS. BED SOIL INSTALL ANCHOR COUPLING UNDISTURBED 45 UNDISTURBED SOIL UNDISTURBED SOIL TAMPING. II . E WI THRUST BLOCK MAXIMUM LIQUID LIMIT NOT , AND REDUCER AS REQUIRED I PIPE PI COMPACTION WITHIN LIMITS MAXIMUM P LASTICITY INDEX 15 �I 6. RELATIVE COMPACTION SHALL BE TESTED IN THE o PERCENT PASSING NO. 200 SIEVE 35 O.D. O,D. PRESENCE OF THE CITY ENGINEER. ASSEMBLY SHALL BE 95 /o MAXIMUM OFA ., , 100 E METAL DETECTOR 6" PERCENT PASSING 314 SIEVE R �L -{ STANDARD DENSITY PER MINIMUM �� „ PLAC M MIN./12" MAX_ THE CONTRACTOR'S 6 MIN./12 MAX: TAPE AT A MINIMUM OF 24" 6 M N 7: DUST RESULTING FROM H !OTD OF LIl�T1C BLOCKING ASTM E W OFF ASSEMBL,i' IN-LINE B LO Y V �J THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL PERFORMANCE OF THE WORK; EITHER INSIDE OR ' I N07 ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. ABOVE TOP OF PIPE W 3-O 1 AIZ�AS TO 13EPA TILD BY THE CONTRACTOR.F-WAY, SHALL BE CONTROLLED j W3-00 I .TUBAL NON STRZ C , , , CEMENT STABILIZED SAND OR STIZTS 7 O I3L 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY NOTE: GALV. ELL © AREAS i PAVING OR PLATING PLACED AT THE END OF EACH BRONZE INSECT SCREEN XLCOIV.STRL/CTL1? WORKING DAY. 1. EMBED COPPER LINE IN TAMPED SAND FROM W/S.S. HOSE CLAMP GALV. NIPPLE I 1 REMOVE AND DISCARD UNDISTURBED SOIL TO 6 ABOVE AND ON BOTH -- AFTER USE MJ PLUG AND SHAFT EXTENSION . AIR RELEASEIVACUUM I SIDES OF COPPER PIPE: I VALVE BOX „ : VALVE BOX COVER CITY OF BRYAN V - BREAKER VALVE EXIST. GRADE- 4.0 CAST IRON V ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 101 1" 2" METER BOX WITH 11 2. PAYMENT FOR BID ( ) - The Cood Life Tee S le." IN OR CAST IRON LID T QQ__ E , /J SHALL INCLUDE ALL MATERIALS, ASNSHOWNOR MODEL 102 (2) A 40 GALV. PIPE- 2 X 4 X 6 CONCRETE SLAB N CI I FOR D I PIPE (.X. PVC PI P MAIN LINE TAPPING SADDLE. APPROVED EQUAL (1 SOH. BEDDING AND TRE DETAIL, INCLUDING MA N i I r\\ > „ .. n AFTER BLOW OFF W4-02 3. PIPE SIZE SHALL BE 1 OR 2 . I i AMERICAN FLOW CONTROL INSTALL MALE QUICK ; TRENCH ADAPTER I , LES MAY BE MODIFIED BY CONNECTION &CAP 4. SIZE OF LINES AND VALVES OR AN APPROVED EXIS .GRADE THE ENGINEER T EQUAL T/ . GENERAL NOTES: HOT BOX POLY ROX 4 APPROV ED1. . " LVE IPE MATERIAL.1 I BRASS BALL VA P WITH .._.. D P MODEL PHRt (1 ) W TH , ,; , . _ MJ TAPPED CA HEAT OR MODEL PHR2 2 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER LL BE ADE UATELY WITH HEAT OR APPROVE HAVE BEEN BARED BY CONSTRUCTION SHA Q THREAD HA EQUAL IRON PIPE �, 'BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL INC S THREAD PIPE I . COMPRESSION FITTING BRAS WATER GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS BALL VALVE D E S AND MAIN IS PRESENT BLOCK SOD WILL BE REQUIRED. BARE AR A . LL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS O F SNA . ,; COPPER EXPOSEDTO LAST DISTURBANCE 1 ' CRETE PAD FOR 1 PIPE BRASS ELL MJ TAPPED CAP 4 X 3 X 3 CON CONCRETE E E SHALL BE ,. C N RT I.,/ DRAWN 8Y .M,I D FOR 2 PIPE) Ci.l.. 3 CONCRETE PA ( ) 4 X 5 X ( T APPROVED INSTALLED SLEEVED WITH H APPROVED EROSION CONTROL MEASURES MUST BE ER PIPE SLEEVING E S ED -BY is COPPER DURING THE ENTIRE TIME THAT EARTH HAS BEEN AR . ,• CONCRETE BLOCKING TO CONCRETE BLOCKING TO 4 M.J. ELL PLACED ON ` LL STAY PLACE UNTIL ACCEPTABLE DATE: T E t - - WATER N ACCORDANCE WITH CONSTRUCTION AND SHA A G 08 01 1� BE IN ACCORDANCE WITH UNDISTURBED SOIL BE R TUBING. DETAIL W3-00 MAIN DETAIL W3 -00 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS TYPE K COPPE COMPLETE AND THEN REMOVED BY CONTRACTOR, C , sCA�E N T S D n ALL EROSION CONTROL MEASURES SHOULD BE CLEANS OF LF_ LLT AFTER EVERY RA.Ll IN. • BRAssNIPP s APPROVED . K. 4 END OF LIhTE : W. P WI ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY TEM. / TAPPINGSADDLE ./n _ FIGURE: CORPORATION STOP. W OFh RISER BLO VV .IFF I _ 11 2 BLOW -OFF _T _ ,1 �E - 4 M CHECK VAL tiV3 0 RELEASE VALVE & VACUO 7 - 3 AIR _E21X30 W3 WAW 1 METER NUT SIZE 3/4" x 2.5" Long FORD PART NO, . C38-23-2-5 MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR LOO OF THE VAULT. C38-23-3 MODEL SIZE L1 W1' H1 E C38-44-2-625 1 C38-44-8-5 _ DMG CS3 DMC -CS 4 DMC-CS6 3 4 6" " ,. .. g -8 _ _ 2 5 0 4 6 1 ,000 8 -8 5%0" 46 12,000 11%0" 6'-0" 4'-9" 12,000 BBIM-66 METER NUT SIZE 3/4" x 2.5" Long FORD PART NO, . C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38-66-2-875 B 1-1/2" Meter ushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 �� IL-4 j®-•� NOTES: NOTES: NOTES: O1 Service saddle, SS straps, CC threads © Brass bushing IPS -1 x 3/4 Q Service addle, SS straps, CC threads 6, Meter nipple - C38-44-2-625 1 1 Service saddle, SS straps, CC threads 6 Swivel nut- 038-66-2-875 -1-112 installed per manufacturer's recommendations. Installed per manufacturer's Q 0 Installed per manufacturer's Q All main types: Cambridge 800 Series or 7 Mater nipple - G38-23-2-5 - 314 recommendations. All main types: V Ball valve recommendations. Ali main types: v Brass all thread I.P.S. -1-112 - Ford S70/S90 U8 Ball valve Cambridge 800 Series or Ford S70/890 9O Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S70/S90 8 Meter adapter - BBIM 66 -1-1/2" 2 corporation Stop: Ford FB 1000-4- i" 9 Meter box and lid: Old Castle meter Cl lid with Reader #36 O rp p; O O2 Corporation Stop: Ford FB 1000 4-1 2 " Corporation Stop: Ford FB 1000-6 1-1/2" g Meter box and lid: Old Castle meter 3 Service tubing: Type K copper - soft -1" box, CI lid with Reader #36 3 Service tubin 7 e K co g box, Cl lid with Reader #65 O 9� YP pp O g: Type copper -soft -1" 3 Service tubing: Type K copper -soft -1-112" ® Ford male adapter - C84-44-1" 4 Ford male adapter - C84 441 ®Ford male adapter - C84 66-1-1/2" ® Bail valve Q Meter box valve: 8 Meter box valve: a Meter box valve - 5 = Ford Angle Stop BA13-342W -1" CUSTOMER 5 - Ford Angle Stop - BA -43-444W -1" . CUSTOMER g p - g P - - 5 =Ford An le Stop - FV -43-666W - 1-1/2" r CUSTOMER 5A = Ford Straight Stop B11 -444W -1" VALVE 5A = Ford Straight Stop 611-444W -1" VALVE g p 9 P - 5A = Ford S raight Stop - 811-666W -1-112" VALVE 9 9 8 Z 8 8 4 6H 10" 3 5TI 3 3 4 5 6.11 L: CUSTOMER CUSTOMER CUSTOMER VALVE VALVE VALVE Li 8 9 2 8 g 2 .z� 3 M.. 0 7 7 4 5A 6 4 6 4 6 u In CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP 3/4'l Il 11 .� STRAIGHT OR ANGLE TAP - 1 S'TRAIC� IRT OR ANGLE TAP - 1-1 i2 W7-00 W7-Ol I W7-02 NOTES: NOTES: Q Service saddle, SS straps, CC threads ® Swivel nut - C38-77 - 2" 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER Installed per manufacturer's recommendations. BOX All main types: Cambridge 800 Series or 0 Meter adapter - BBIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP - --'--- Ford S70/S90 APPROVED EQUAL. 10 Brass nipple I.P.S. - 2" x 3" - 2O Corporation Stop: Ford FB 1000-7 (cc thread) - 2" 3.. ALL SERVICE WYE$ & EXTENSIONS ARE TO BE o � z © Meter box and lid: Old Castle meter INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1-112" BALL VALVE 0 Service tubing: Type Kcopper - cu -soft 2" box, Cl lid with Reader #65 (FOR DOUBLE t- Meter box and lid: Old Castle 12" 4. EXISTING METER BOXES ARE TO BE REMOVED. SERVICE ONLY) WATER O ® Ford male adapter- C84-77- 2 ® THE NEW METER BOXES SHALL BE OLD CASTLE. METER round valve box #3RT . O5 Meter box valve: Bait valve - — - — 4' MIN.— - — - = L5 = Ford Anggle Stop - FV -43-777W - 2" 5A = Ford - Strai ht StopB11-777W - 2" 9 © Brass nipple I,P.S. - 2" x 6" 7O Brass coupling I.P.S. - 2" VIEW A -A �S 11 !-VALVE MER DOUTLE. EW EIC CUSTO METER NUT SIZE FORD PART NO. r� 3/4" x 2.5" Long ' vaa� C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long 038-23-12 1" x 2.625" Long C38-442-625 1" x 8.5" Long C38-448-5 1-112" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY OF .RYAN ANGLE STOP ,s Stile. " The Cood Life Tem 2 171 WATER METER -METER BOX ' METER SWIVEL 1 @101\ ^ Q NUT OR NIPPLE � TYPE "K" COPPER PIPE DRAWN BY: C.L.M I 1-1/2" BALL VALVE (2 FOR DOUBLE SERVICE) (FOR DOUBLE SERVICE DATE : 08-01-12,ONLY) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) SCALE: N T S CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP 2" CITY OF COLLEGE STATIONj APPROVED: W. K. WATER SERVICE RECONNECTION F G u RILE: �V7-U3 - W7-041, n/-1!7 7111r ._ 2X4 WIRE MESH FASTENED TO T=POST NOTES. P 0 _ AP R VE 1 D EROSION CONTROL MEASURES iA 1. ALL SEDIMENT CONTROL FABRIC UST BE INSTALLED DURING TOPSOIL SHALL BE SALVAGED THE ENTIRE 7IME THAT EARTH HAS BEEN 8 STOCK AND BARED BY CONSTRUCTION. PILED FOR REUSE.. FASTENED SECURELY TO TiON. 2 IT IS THE RESPONSIBILITY T -POST &WIRE MESH 2- THE CONTRACTORTO USE MAT EVER 2 BACKFILL ALL PROPOSED PARKING LOT MEANS NECESSARY TO MINIMIZE EROSION AND PREYEN ISLANDS WITH FULL DEP METAL T -POST 8" LEAVING .THE PROJECT SITE. T SEDIMENT FROM DEPTH TOPSOIL OF FILTER FABRIC TO EXTEND THIS INCLUDES THE INSTALLATION of CONSTRUCTION EXIT AND SILT A 3 A FENCE AS NECESSARY. ALL STORM AS REQ D, TO MAINTAIN. INTO ARV., SEWER PIPE, EXCEPT As A TRENCH AND BE ANCHORED No .. � LTED.. SHALL BE HDPE, SDR-35. SPACED 6 APART WITH COMPACTED 3. THE COTRacroR iS RESPO I AS - R 38, BACK FILL � NS BLE FOR INSPECTING .AND MAINTAIN TMD 3D34, PVC- PIPE MAY BE USE THE EROSION AND SEB ING. I D SEDIMENT CONTROL. DEVICES N PLACE OF HDPE PIP . . ... ....:.. .... �..- ... � INSPECTIONS SHALL. E. ..HDPE PIPE BE DONE 14 DAYS » SHALL MEET AND AFTER EVERY RAINFALL EVENT OF 1 2. AASHTO M294, TYPE 5 � SiL ALLOW 2.5 T0.5 AT TOE OF OR Mo / T FENCE AND/OR RE. THE CONTRACTOR SHALL REMOVE ALL WITH WATERTIGHT S£AL. HOWEVER LO THE ADJAC MUD DEPOSITED ON P THE SLOPE FOR SEDIMENT TO E STREETS AS A RESULT OF THE PROPOSED .STORM SEWER IS PRIVATE BOYETT STREET HAY BALES TO BE CONSTRUCTION,OF THIS ATE ACCUMULATE. ALIGN EN PROJECT.. AND SHALL BE INSTALLED 1N FENCE _ USED IN AREAS OF ACCORDANCE WITH - THE LOCAL ALONG SLOPE CONTOURS. 5a OW 27 PAVEMENT �. coN STRUCIION EXIT: IS .TO BE .DRESSED WITH ADD17tONAL ROCK PLUMBING CODE THIS INCLUDES THE R � E f DRAINAGE FLOW. As NEEDED AND MAINTAINED SO PIPE MATERIAL AND I1 AS TO PREVENT CONSTRUCTION FITTINGS. THE , ON TRAFFIO FROM TRAC IN MUD ON CONTRACTOR SHALL VERIFY WITH THE NATURAL GROUND OF FLOW ADJACENT PUBLIC STREETS. 1 d 5 O' C-t10N � LOCAL. BUILDING oFFIGALs THE II 1Q (TIRE S S. THE CON OF MATERIALS TYPE TRACTOR IS REQUIRED. TO MAINTAIN THE TPDES GENERAL ALS REQUIRED BY THE CITY .,, (1 F ffl\PER N0. 150000 REQUIREMENTS F O COLLEGE STATION PRiOR TO y+. OR CONSTRUCTION SITES. SCALE IN IFFY >i. I CONSTRUCTION of THE S t,. 4 TORM SEWER. 6 ALL AREAS � ERE EXISTING VEGETATION .AND GRASS COVER. HAVE - — N 4. ARE IN BEE DISTURBED BY CONSTRUCTION SHALL BE A LETS MAY BE CAST IN PLACE ADEQUATELY " HYDROMULCHED OR BLOCK SODDED RECAST CONCRETE. ALL 4 4 AND WATERED UNTIL GROWTH RO 6 4Y 6 W 6 _-�Ihr�F, � MIN, TRENCH WTH !s �•,� ESTABLISHED. ALL EROSION CON CONCRETE FOR DRAINAGE �✓_•_ � 6 W 't W 6 W--6 -�-� W,,.,C---�..,.n...........,_.. ,. �,._. � " CONTROL MEASURES SHALL: R 20 PLACE UNTIL' ACCEPTABLE VE REMAIN IN CONSTRUCTION SHALL HAVE A MINIMUM W $ VEGETATIVE GROWTH !S ESTABLISHED M _ .,.. AFTER _ ONS 28 --DAY COMPRESSIVE CONSTRUCTION 15 COMPLETE AND THEN REMOVED B 0 VE STRENGTH OF Y CONTRACTOR. 3000 PSL . _ _•_ ._- _ - INLET PROTECTION TO BE INSTALLED T _ 11x, - �-..••,_-_-._..._..-.�.:....,...., _ _ ..,. - Y , -•-, - ---- A ALL PROPOSED AND EXISTING } 5 . S INLETS ADJACENT TO THE PROJEC TRUCTURAL HACKf1LL AREAS ARE W 2 _ T SiTE. W 2 W . 2 W 2 ,-------�,r--� W W.�2-,—..,..•-•„-----W-2 !`��.2' �--• -•; •,�-- _ _ c 1' I"� W-2 2 DEFINED .AS ANY TR - : :,,• • .. � ..• ... i 1 i F,� } e U ENCH SECTION UNDER OR WITHIN 3 OF PAVEMENT. r _t _ i I t 1 ! L_ I SILT' FENCE AS JUNCTION Box (- ( ` 1 ri f� SEMI3LY STORM SEw£ft COVERS , t ARE PRIVATE, AND THE "CITY OF 1 1 H COLLEGE STATION LOGO S ...:•. _i • , l i�r - k� .� -, .-•• 1 , � A HALL. NOT PAVEMENT BE USED ON COVERS. S. NT l\ .T.S STRUCTURE - .�....�+�...��..��. PER PAVING PLAN I> b l _ i R Q A Ir I' X. :• •` �.. COMPACTED CEMENT STABILIZED PIPE O.D. SAND, 13� SACK jCY, PUGMILL I ' I •• . .. - 6" MIN ...; ONLY. SPADE 8Y LIFTS INTO .4 .... , .• .. -... .:... ..... ....;. PLACE, TO FILL ALL VOIDS ' .• .. :. .. ..,AROUND .PIPE. MANUALLY �• -: CONSOLIDATE AT OPTIMUM ; PIPE MOISTURE „ O D. GRAVEL BAG ' THE TRENCH BOTTOM SHALL E CONSTRUCTION EXIT ' � • ,` .: -. ` • • - A B RAD GRAVEL BAG GRADED SO AS TO PROVIDE UNIFORM >� AND. CONTINUOUS SUPPORT FOR THE 12 MIN. �-� PIPE BARREL BETWEEN BELL HOLES '. ':. �' .. ,• • � � � • • 345.20 FL . BED�I14 G AN17 TRF INCH BACKRI,I, FO It jlyi _ ti I)PF. PIPE STRUCTURAL AREAS � ,• i .: - .I Vyrq :.:_: ;. - .z- -. NOTE• : - mi i - { r�1 ,. _ < ;:_ ,•t�' 6 MIN. DEPTH STONE VARIES S A TM D448, 3 TO TEMPORARY DEVICES RD ,; .. A UND STORM- DRAINS ARE U ;•:� : . .: . . : . : : :.. , , , , - . I p0 USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN s 5 DIAMETER OVER I.T. 1 % ADEN RUNOFF. THE ) S �0 PROTECTION ALLOWS S SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO .:.:. _. _-.--, _-..._., 0 A STORM DRAIN i. _...__..---..... GEOTEXTILE FABRIC 5 N INLET OF CATCH BASIN. ,i GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NO WITH SAME SQUARE U T DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DET RIORATION. GRAVEL BAGS I A SHALL BE INSTALLED & MONITORS FOOTAGE. D Sil „ THROUGHOUT THE PROJECT UPON INSTALLATION! OF AN INLET. GRAVEL BAGS TO " BE FILLED WITH CLEAN 3 4 OR LESS GRAVEL: I ,�� -. -:; : EXISTING STREET �I 1 STORM DRAIN INLET PROTEC�'IOI�'° NOTE: : • +p,! BOYETT ESTATE APARTMENTS 6" MIN. DRESS WITH ADDITIONAL c;! 3 STORIES STONE AS NEEDED. fa } t -.. �., 3010ti6 BLDG:_ H.T. _ _ __, : _ STONE IS TO BE MAINTAINED I FF = 3 _ __ __ SO AS TO PREVENT ` 46.4 / CONSTRUCTION TRAFFIC 4 9,499 5F C G T XTI 1 EOE LE FROM TRACKING MU TO NELSON RENTALS INC.. - ,>:.:. � N DON � 3 2 BEDROOM UNITS ,..: FABRIC ABR 1.. '. ADJACENT BOYETT BLOCK 12 LOT T$ rU N _ ._. - PUBLIC STREETS. 1: , , 3 BEDROOM UNIT ,. NORMA SUE BOYETT MITCHELL //11/ ZONED NO—1 I BOYETj BLOCK 12; LOT 2D 1 SUBGRADE ZONED NG -1 : MINIMUM 12 SHALL BE FULL I , , WIDTH OF SITE N _ i E E TRANCE jj 344.98 FL ;. , T � . CONSTRUCTION CTIOi� EXIT DETAIL l�r;i v IL N.T.S♦ ..-........ � ;, .� � � ,. 8 MIN. , OVERLAP lils;i 6 ( ) ELEV. = 345.6 — — —L 20 �i PROPOS PAVEMENT STRUCTURE (-'- - ED 1 ROOF PER PAYING PLAN DOWNSPOUT " 7 }y: • y 1 •� NOTE: PIPING R T �}.t "U" BARS r .•-: •.:.,,� ALL P NG AND FITTINGS " E WING .WALL » fni TO BE IN ACCORDANCE 4 PIPE 12 O.C. : .r•"•.u,.• •r BARS w WITH PLUMBING CODE LENGTH VARIES i�4 h,f { '.:TRENCH. GRATE Y><t O.5x S ia. R , . Lor1GITUD1aL NTH LOPE l �--- (•.,. `\ AS SHOWN STRUCTURALLY ON BOTTOM OF CHANNEL ,v 4 45' BEND » t2 COMPACTED NATIVE SOiL by 4 PIPE NO i1 } TES I I7t } LENGTH VARIES 1. TRENCH GRATE. & FRAME SHA 1. <I M LL BE EAST JORDAN IRON WORK X6958, OR EQUAL. I ;,xik 3" DIAMETER PiPE 2. 'TRENCH GRATE & FRAME SHALL BE INSTALLED .. •lift ,,, _. � - - ... " M THROUGH WALL UTILIZING 30 0 48 OR 60 0 24 PRE -BOLTED ASSEMBLIES (SECTIONS}. _ �r f � 3: DO NOT DISASSEMBLE SECTIONS B 1", 8" PI 8 WYE 8 PIPE BEFORE SETTING IN PE .ELEV. = 3 CONCRETE. 'I;�I ; � ,.- •: 44.35 FTE. 4. TR ENCH DRAIN SHALL BE CAST-IN-PLACE4�1 ..- .... r " :CONCRETE k: T POND OUTFALL WITH & SIDE WALLS do FLOOR UTILIZING " ; ROOF DONNr SPOUT ALL DETAIL u BENT BARS AT 12 O.C. MAINTAIN A MINIMUM 18" OVERLAP NTS WITH PAVEMENT BARS AND PARE TiE TOGETHER - CONNECTION DETAIL S. CONCRETE To SE THE SAME TYPE AND STRENGTH AS f.? f o PAVEMENT. P�4-k;r�I1IENT TRENCH DRAT NT C', TE d; 3`16 f NIM LEVEL SPREADER )`RARZL' DETAIL {ISL. I "To the City of College Station: �.rs. ! s z I hereby attest that I am familiar with the roved drainage . pig g pan and as ;5 v m RETAINING" WALL construction drawings and furthermore, attest that the drainage facilities ;�j� _.. _v; 1 I g ies have been constructed within dimensional tolerances prescribed b the - ...,,AE 344.73 FL �e<t\ }i!--1 •- 1 '-t ui ,;' .. p y . Bryan & ---AEd C . -. . , --.--AE '.,•iC^'.,.---•�- 1 ;.=.1�1j i� - T i +;--- � � • _ � , :I{} � � College Station Unified Stormwater Design .Guidelines and in accordance AE-----�---��,_,' . • '"=�.-{(�I!41_._r . _l� }.- o ,: a with the , approved construction pians or amendments thereto approved AE-'--- - - AC----_ `___ 1, 11- fir, Ifl= PPS by the City of �_` AE 5- College Station." --------�,,_•_ � � �t f� -•-, � POND BOTTOM Air " BOTTOM n--- _A �� — F FL. 344.35 `�` VICINITY MAP Licensed Professional E gineer 3f1 l Bff"CONCRETE 3 nc---�-- "�E---�,-`�-"-`. - S- ------= - 344.35 FL DETENTION POND '----A AE peven L. Doyen, r B A --- ---- State of Texas No. 1098 x .35 WALL RETAINING - TYPICAL GRAVITY CONCRETE WALL �I B A ' SECTION A -A POND OUTFALL SILT FENCE LEVEL SPREADER PROJECT CHARLES H. SZABUNIEWICZ _ LOCATION BOYETT, ..BLOCK 12, LOT 5 RICHARD B. BENNING RICHARD B. BENNING " BOYETT, BLOCK 12, LOT 3 I certifythat the subdivision ibuilt,&- - ZONED NG -1 BOYETT, BLOCK 12, LOT 4 OWED _ improvements shown on this sheet were actual) Z NG 1 Y ZONED NG -1 and that said Improvements are substantially as shown hereon. I further certify, to the best of my knowledge, that. the materials of construction and Ft = 344.35 sizes of manufactured " items, if any, are stated correctly hereon SECTION B -B l 1 CUSTOM ne I on ra or I -_ II THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY C llitz Engineering, . D ICEN L, D. 10 P.E., LICENSE N0. 1(}9835 2730 Long mlre Suite A DECEMBER 19, 2014 College station, Texas 77845 RECORD DRAWINGS 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO, DATE +'�r' SCALE *".........,'OETT STI''E'T AP N.. .�ISHEET * >�* 9 � ..............�i VERTICAL N/A DEYEN L. DOYEN W.C. BOYETT ESTATE' PARTITION .......................... 109835 & S L `_1 IME N HORIZONTAL ill CE .••r LOT 19' BLOCK 12 " /y /r �V LL is STATION, PLOTTING SCALE: FIPM # 123 7 ATIC 0 TP 0 T 01 T ON T Fti-H,! I i T 1 A AT IAIViE: i �x_�zn:d . � � . I I I I I � . I � I . � I I . � I � I I I I I I I I . 1 6 . I � I � I . . I I I I � I � - . � I I I I I I � .. � 1. . � . I . . I I.. I . I I � I I I � � , I � I � I I . . . � -.-- ___� . � I , I I I I � . . � � i I _ � . . . � . ii . � . I � I I � . . I . ,I . I I . I � I . � I I I . I � � � I � I � .. . . � a. -O. I I PAYEMENT CONS RUCTIQN NOTES-. I � � � . I � � . I I I I 1: I . � � � � � � I � I . I I I . I - I . I I I I I I I I . . � I . I � . 11 . I . I I I �� I I 1. URB ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN TYPE 4 C � I A MINIMUM 28 -DAY COMPRESSIVE S ,ON THE PLANS AND SHALL HAVE 6. : MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF I . I � I � I � . PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. � . � � . I 1: � � � I � � . � , I � I I BOYETT STREET I I I I � I I I I I � . 18" #4 Bers , CONCRETE PAVERS � I . � I I I � . I . . � I I . . I I 0 12' O.C.E.W. . � I � 'I . . . [: . I I � I I I � � � I I I I � I I I I I I . . I I _� T. I I I � 50' ROW, 27' PAVEMENT � . 1 2. REINFORCING STEEL SHALL BE GRADE 60 (50,1000 PSI) . I 1�1 I VEM j ." I I I 3. IF SUBGRADE PI GREATER THAN 21 FOR SOILS BENEATH THE PAVEMENT, THE SUBGRADE SOILS BENEATH THE PA Er T I I I , � ;r . . - v4F. 1,2- 1� SHALL BE LIME sTABILIzED TO A MINIMUM DEPTH OF 6' AT A RATE OF APPROXIMATELY 6X OF THE DRY WEIGHT OF THE mll,, . I I I - - , . . . SOIL THE LIME. STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WTTH A MINIMUM PH OF 12A, , . . . I � I I I , I I � I . AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), � I . I I I; . STANDARD SPECTICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED � \_ 5. Conn W/ I � I � I !: I � I � � . I � � � I . I I . I I I SOIL, SHAH BE COMPACTED TO A DENSITY OF AT LEAST 98X OF'THE MAXIMUM DRY DENS17Y AS DETERMINED BY ASTw I I NO CUSHION #4 0 12" O.C.E.W. � � � .. I I I I . . I � I I 1. � I . � . I I . � I . . .1 . � I I I I � I � I I . - I . � 1-11 I D698 ATA MOISTURE CONTENT FROM OPTIMUM MOISTURE To 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED To . I 1 9- 1 . . � � . I .1 I I 1. � . �O .1 I � I STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY", THE LIME STABILIZED I � � � . � I 10 5 0 10 sUBr.RADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. I I � � � . I I I I I � I — I I � I W-6 — 1 NEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND I TYPICAL SECTION � I.. . � . . � W-6 . I . . I . . . I I I � � � � � . I I W-6 —W"6 W-6 --W-6 � I I SCALE IN FEET "PROOF -ROLLED'. ANY WEAK OR SOFT I � I - . I ____r_19_W�6 —W-6 —W--6 —W-6 - I � I I AREAS IDENTIFIED BY THE "PROOF-ROWNG" SHALL BE REMOVED AND REPLACED. . I . I 345.20 TP � I I I . I I � I � _____�_ I , 345.30 7P-,, . 345.20 TP � 345.64 TC 5. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL � I . � I . i i I \ CURB 4rilL . - __ ... _ ...".. , - . . ... .., .., ...,�, � .� - .. . I I I I - - . . 345.63 TO I 1 345.61 TC I I . . .. — — I .,!' -,.* — :, . . I I . ... . � _ I I ,. I I . . I W-2 - � -W-2 I � .--- .1 : . - - ______ � . 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY To THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT * CURB - � , I I . . -----W--' ----- 345.67 TW I " -- 1 � � I � , _L � 8 i I . . I I I I I I - � . . � I I , RATE 'RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. . : W.. t W-�2 . � � -'2 .__.... -2 -2 - � I . I I I � . , * 345,70 TP H . . W — � SIDEWALK . � . . . . I I .... I .. . ..... Z45.B6 TP I , . W W DEWALK i I � � � . . � , 4- ! . � � i I . I � . I . I . - _ . i H -1 H 1--j 1 i .�� .�. � � I . 1 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN : I . I I I I � I I . I � . .. .1 . ; . . 345.60 TP:�, I � - \I- . - -_ ��., I �> I - - I . . . I I . � . PAVERS I I � I 1. I I I . .: . .. - Iff- � I - 17 _-1 f r ... 11 i I 11 I � " . THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFAC BRICK � � i I I I I . I � - - - � I t> I I � I . I WITH LOCAL AND STATE ADA REQUIREMENTS. � I � . . - � i I I I � . . ! . .. . ' I ! F . I . . . . 1. �. '�J' �3345 75 TP ' 34 27 To __1 I`-- "'I 36 TC I I 1 .. . . . .. - . I I I SIDEWALK : �' . . . . - � r"L * _1 346 30 TC ! . 61 . . . I I . ; . . . �. � � I I . *i7 TW I -- I . � I I . . I i . . . I '. : PAVERS � � I I I I I . I I L_j :: - I.- - ,.-- I - - I - -1 . I . I I � . I I I � . . I I i LEGEND . . 1 ,-j\HS45. BO TW --1 < , I .6 . � . . a. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES 19 27. FOR SIDEWALKS AND PAVEMENT. 6;174L . � _1 f- I 1H F'-1 'P141, �, r-1 I . i'Ll, I � � - H11 - .... -_ 345'80 TIN � I � � Z345.66 TIN I � I I .. , . .1 . : .." . I . - I - I . . . 9. 11 � I I-_ in ] 4 1 . I I I . ! . : - &. - -1 - * I . REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADF- PAVEMENT, FOUNDATIONS, . .. . � . . * I ETC, . I . . I � . . . .A., ; 1 1 . I � . V I i I 110. THE DETENTION AND DRAINAGE FACILITIES MUST BE CONSTRUCTED FIRST. . . � i � � � . I I I � , � : . j . I 1 I . II I j I . � I I Ill.. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT STANDARD SPECIFICATIONS (CURRENT I I I � � CONCRETE SIDEWALK I EDITION). WITH THE FOLLOWING EXCEPTIONS: 1) TYPE II MARKING MATERIALS , I UNDER PAVERS � I NEED NOT BE PURCHASED FROM THE : I � � DEPARTMENT, AND 2) GLASS BEADS MAY BE OMITTED. BUT MARKING MATERIAL SHALL BE TYPE 11 PAINT -TYPE MATERIAL, � SECTION A -A I I I I i I I � I � � I I 1 12, EXISTING PAVERS SHALL BE SALVAGE AND REUSED IN AREAS OF PROPOSED BRICK PAVING SHOWN ON THIS PLAN. I : I � ADDITIONAL PAVERS MAY BE NEEDED TO COMPLETE NEW INSTALLATION. � I i I I 13. , ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS. CURRENT EDITION I I I . � � I . � I � I � I I I . . I I V "ARS I I � . � le I I . � I I � I S NE VENEER OR S.I TAMPEDI AND STAINED CONCR .: . ':1: I -... � ETE. PATTE . . .' RN SHALL COMPLMENTBUILDINGS.. . ,. , :� ...* AND .1- - . . -- - =OI,183SHALL BUILDINGS. _ 345,70 TP I546,15 ,• ." ..-L. .60 TP I I I I I � I . . . i � . I I . � I CORNER BARS I . . I I I I I I I BOTTOM I I I I 11 11 � I 41�. , I I I I . � I . , I � OUTSIDE MAT #4 BARS 0 12" O.C,E --W,� . - .-. ... .., I � � . t -T I I . . 11 . � it I.... . ... .! I I � I I � � � I - .W. . I I . I I I . I I - I I .. . I I � . . hl: I I � I • ." I ....... . :. , I . I I . � ; . . . . . I 1. � INSIDE MAT #4 BARS 0 12" O.C.E.W. , . I I I I � I � ,- , '� I 'r , ... - - -*� � . . . - i. -if � I : I . I I I � I SIDEWALK OR PATH I � I . I i � , .,. . . . . . .. . ... . . ,.,. � , I . . 345.50 TP � �', . � ; —d — � ; i I i I I � MARK LOCATION WIT � . I I 1 4 1 1 1 1 . � I . . . . . . I . /345.20 FL I I :. � ::: . WHERE APPLICABLE 11�: � I � . I I . � . . : I I � � . �, . j I � � :_ I I I I I i I � I i I 34610 TO , r.;#4. . . . . GALVANIZED I i . I . --- - . I I I I . � . � _ . � I I � 0 12" O.C.E.W. I . � I . . 1. .__ ___ , , iivi�,?,717- I ii. . . . I CARRIAGE BOLT %" I I INSTALL � a. - : - WALL RETAINING - TYPICAL GRAY: TY CONCRETE WALL I � I � � � 1 .. . !. , � � � � I . �.. ��. 1 . I I I . ... . ... . q � . . I I . I i � I . 'jj 11 X 2" 1 BOLT IN I . I i I It;t I I � I'll ; !!!!!! i I � G.. , #4 BARS 6 12" OZ.E.W. I -b 1� NMI,, "I'll, . I � SECTION 8 I i I . I _.. - �, I I � I WALK I . I I I I I I ti'!��l � - ,. . I I . z 9. . � � I I ") I I I I I - . I I � � I I I 11"t I . . . q � j �. . : I �- FILL. W/C*NORETE , ,z _� I I : . � I I � � I , , I I -, ; . I - -- - --' AND ROUND OFF i I I � 1_,;,-- I.- . I I -, i I I I I j�," I � ::-_",� --- -------- . . . N I - . 1 2.4-�' -� I . � I � TOP V 7_ . - - - - - �'; ` i I I . . I � � __��--_:'_:;.,7_._; _;z.- � :1 � 1� ,f I - . � I . . .. � . - z, I I WffIH GROUT PLUG IRE', I - I . I 1! �� j, "r � ) � i � � ; � , . I I . I � 1,p?,}1 " � . 1 : . I � I I I . . I I I � I i . . . . I . . . I , : I � ; i i � . I I - -_ 1� � � I � I I I . . . . . Itq�, I . ; I � 4 , , � � , , I . fi I � I I : ,: I ; � ! � . � . . . / / ." , , / \ I X* KEY Y . •I , r . : . I . I I � : - � . � � I 1 �14 1 . I i 4 i . ; 2 r ' - . . . . I � I . I � 1�1_: . -11: . � � . � . � r-1- � . � I � ,� - .1 -1-1 . I . I I I r / � � CONTINUOUS ALONG _______________ 7 . . I . 1 " , ,: . 1� . I/ , i �* . - — ..�.. ni�. - . . � . . I - . 11 WALL I I ". 1, . . � I sit 1 � - Jim' --,'_1rF,. ,M!T-,_; LO ��V�ET'-@;. I H . i I I . . NI . . - _i-.. :t I " . , nw- ! RE. T W Yi 6' SC 40 STEEL PIPE . - r , I � � I , , . EXTEND END 1 < _: .: . �'� �J_� ',?5�4 "� I GRIND SMOOTH ALL ROUGH 1 , !-.I:.,- / " - 107 - , . . , � . I I 1, I . I . I .- el!=�!_-�= I . ,141-i'�IN, � I f 34,15 , TP � 1. : I I I � . - � _ JL� , "!�_- r . 1, . . . m -)�� .g .- R . I I I � I I I / . � 1.1� N4��5 RAVEL B 44* 1 1 . .. - BACKFILL . � - 1 014.;l � � I . I AREAS AND EDGES I � 14��fi I I I ... � I � . I I I I - ,4- _"j; _,_,� ';� : "I. 11 it I I I . I I 11 . I I iX . I - � � `.�.O.. JJL_�� --_,--,-LT"7",- � � I . . I � � . ff� I I '. ------ �, ,�,: `.f * , - - - - - � . I - - I . I � I 11 ► I ! � I AND TAPE BOTH ENDS I I AND STAINED CONCRETE. PATTERN .�'_ 1! f. , I � I � ,13 � , . � : I � . I I �, , I � I � I A-..'ll-r-,�l�:�,-��-�!--��-�I OR STONE) . . . � I I s; � I I.. -i � I I � . .11 . I I I... , -_ - `1 ` - '___L_ �... I . "' I ii", 11 I I �. , 5--T . I I I I I I ;11�'. - I . I � � 4� ._" lj_ 1/4* . � I . . � SHALL COMPLIMENT BUILDINGS AND +HL'��i- N7�5,14'*"'- `= - ' . ." lop or -0 A, . . . . I I I � a . :".,:, -_--1-1 _ � . . . : " I I � . . I . I . . � � I � I _;�! -1i, � -1- -I CUBIC FOOT OF 1* RIVER GRAVEL � : � SLOPE , "- FINISH WiADE 11 I I . 110 � I . . I . � I . ,;:, �ffj�. IZ.L-- I : I COLOR SHALL MATCH BUILDINGS. I � CONCRETE � N- I , . ' . � I . � '� I -- - � z I I I I * . . I 1 -7, �`_ , -,----- WRAPPED IN GEOTEXTILE FILTER FABRIC � I I I . 'I w _ � I I . I . .. , rit--ii " . . . . � 4 1 I., I __ if, t=11� 7-- � I I . .,�!.i ,M, -'F,j� =1 0 EACH 11 , . � � . . I �4.." 1 , ; . . . I I a_ I*- I I � k,�.'_--.�i 11 - -, . � I I . . , . I I � . � _ - =1 iH � ,. � 11 . _ 1. _. � : I I I . . I . I . '. .-j - H r DIA, WEEP HOLE SPACED 10' O.C. � � 11 - -�, ,!:. � i I i�r IL* � � . . P " . I � 4' THICK 1 --_-7 �- " . Ti I :";. I , � I i . � I __...,� " . i,j _,��3_- SCH 40 PVC PIPE -! A t�F., .... � ! ,ft. !.�_ .. P ... � � I I I 14' ", � . I � I I - �... �Z�_ 11 I I I I I I ; I I I . 1 -4"... .. -11 � . I I I . . I CONCRETE ...'�, � �!, il Jill � I.. I . I . I � I R, : -4 :: .1 I . - BELOW TOP OF * PAVING [Tlf-- ,-- " - , , , ',*.' -,, I � I - ' -- I �, I," I � 77N'77. . , :� i,i . I � , iMa � , ... . ; I � !,;7-5fm-�f itg.1----...-----�.,;,il..,....,...�:iI a•, I I I I I I � 12 � g-,T-'g5FT� - r= 1 . -_ . : . ,� � I I I I 4r. _ I q: � I . I � r ...- I I I I— � , . , , i I � .. � . I UQM. - F� " - 11 I i I 1 �!;',�'!R` � . I g . — — �� TT ; I � I I p li447;1, — �Xi.. I I . I GRADE TYP, 4 _ . . : I I . , 1, I UL � - � I I i;., I .�, � . I i I � . 14 1 1 . 1 --Vmq,�- -," "iFF1 . . . . I I I �� I I . I . � I - , . .,..,� . I I ,�t Ll �� .': I I i -M, i APARTMENTS; " . . I 1-w1_ . 1�.., I � •., I., I I . � o'll BOYETT ESTATE APARTMEN � 1-1. : I i . . I I . I � . � . RI), I .. . . . � � I � gr ,•• CONCRETE I � . . I � I . � SECTIONS SHALL 13E W BELOW I . � go : . I I . � I I 1. , I �,��!-,l 3 STORIES . ; � � . � ? ,.I � : � I I I ig!"111 � . I I I I . PVC THE TOP OF PAEMENT. . I I . I 1.ENCASEMENT' . .1.1 I . I I 'i� ;k- . : . ,I . , hl, " . K.T.S. . ., I -1 , . I " I � . ,,'! I 1 30' 103�a7 BLDG, HT. . . � WALL RETAINING - TYPICAL GRAVITY CONCRETE WALL 4- . I 1 --S', � I I . � I I . . I _1 It"i'l!"M I - I . I I . , � 11 � E,� I I I I I � I I � I .. � P, I �� FF = '246.4' � . I . . : , ". I I M � I ., I i , - I . I - I . I I � I � , � I , , . to . . . ial.- - � ____ I I � I I � . I . SECTION C -C I , "': ..... i I gl' . I � . 11, - - I �� - - . . . : , I I - i ; . � - � 1 9,499 SF I . . I . . . I . I I I � A I I I . .. I ! r". �,"!. � I . � , I I �, i � � I I - I " V . . . � I I I " . r I � � I - "" , . . � TALS INC. 1 wIp"I I 1 3 - 2 BEDROOM UNITS ; I � I I I � . I 6 ..�� . I I I � I , � �,.�I�I i ! � I . � . I , - �ftv I . - 3.13EDROOM ,UNIT .. � , . . I I I � I , I I . I � I - . . -V . � I . I I I BOYETT, BLOCK 12, LOT 18 � I___,. 1 , , . ; , I . . I - I NOTE: . � �i I . I I �t . I . . . - . I � I . I . . I � [Lt�j . � -..:- � __ �': � NORMA SUE BOYETT MITCHELL � � 11 I . ZONED NG -1 . I . .- 1-flk"'t j, I - . - - � , ii I I I .1 I .: .,�,�-��l-"-.,�l_--:-, - I I I � I , . --- _ _. I � : . I I 0) . � .1 - - -z- - I I � I BOYETT, BLOCK -12, LOT 20 1 1 1 � �, 1p, I - - :1 I � � I - I I - "i I 1, I . . . � I � . I � I 1. REFER TO ARCHITECTURAL 1 - A wi,14 , � I I I � �% I I . I I I . I I . � I � ! I . ir, . . I I � I PLAN FOR PLASTIC SLEEVE : I . 1 :4 . � . I � � I I I- "', ! I . . � I I I I I COVERS It M I :, � � . I � EL I , .- . � I I I . I : , I - I . . � . i - - p � � 'Pi'll I ': , . � 1 47, WIDE CURB ,,, - I � � I 111 . I . I ; . . � I . , Ir i I . .., I I t I . I I FOR EDGING . I . � . . I � g.,��, ( .. - 346A5 TP . . . � 1 345.60 TP . . � I � I I . I ': . t : . � � I I � . � I I � I � 346.10 TC, ,., 1, __ :.� I - I . � I BRICK PAVERS 'I-YPICAL BOLLAM DETAIL i . � W, " - . � . I ,!�r344:98 FL ii�;�- ,� -, ; I — � - .:,,, � .1. � . . � . 24v'— -- I I I . . , I - I I � � � I I I i '.. ij,"I" I . I . I . I I I . � I W, 1, � I . - 13RICK DIMENSIONS_ I I I - . I . I . N.T.S. 0 ! . I , 1" THICK I . i I � , . � I � I - �,l :, I I & 7 'Ns' x 3 %" x 2 %" I � ! I -1j), .: 1, I I . � I , . � ... � I � i � I � . . � I � I �S_ _\ �-,'-..-..".. I '. I ,%V1j . I ^" I � . .1. . I I � �i�,,o _. . ol ; . .. I I I .. . * .. : I � - - - I I .. . � i I I I I --z ,.,. :. . U - I I I I I � I I i . � % * " , I ; - I ... - V, ! �, -,,� � I . I - . I ; ; I I ,%.,, ,... .., . I _._ � I -i I , . 1, 15F? ! I I - � . . I , , -11 I � I I : ; I . �... �_, ..-�.:,_w !�Tj' I s � � I I I I ....'. - - . I � . I . � . . . . 1� . . - � -, . .. )/4FPR-\ � I i . . . . . 0- � . .., ., ""' I . . I . A , I R. ,1I , ., I - � : . - 1� .. - . - . . , . I I I I : I 0 - , . : 4, .- - . . I .. I . V�l [I I I . - I I � � I >. . . . . r."... '. - ' * . i I : � ,,.,- I I . � , I � -1 , - . . 1. - 11 I ;� � � I I "I.M. . . -A. - - I , R" I � I .�z . - � "O., -1 `7`�i..71 -- , ; � I " I I "E . � I . .. ��7 .Jr7*�i..7Wr. , 1 3 l-, 'I ; � � I-— I . . - "o, R � I I , I . . �. 1. I'D '511 � I I flty. � I I . � I . �- '.. �,� 51 1 1 , I I - � - �. I I - .1 I . . I : I I . . � I _ I i I � . � . - �! �:�::�: � I � .".. . STEEL REINFORCING BARS .1 I . - :. �� . \ I 11 � ::.; �__:._::W�:::_ . ; ". * ". I — - i � - , - - , I I . � . I ::.i::��,-:�:._, � I - , : I � � I , . I I I I ! wiw. I . t I " . I . .. 12" I I , :: - ; :. I " -Z�� . .� : �� . � . . � I % I . -a- . I I � � : I �� I 1. j I - I � I � � 11 1, I , . � I P OR 6 4 1 i - I I � , - I I ; . _. � ..� I 1 61y STRENGTH = 3500 PSI) , I I .. � � �; * , .. -." . - ------- t I IS- O.C.E.W THICK CONCRETE ... . -�; :;:•.- z : I , I it � 0 � I � 'CONCRETE. PAVEMENT (28 DAY . ! 1,4. I * � --� _�.L`: :�:-.,-.�- __. I I � ;:, � , _ . __ I I � . - � I I . I � I . 1 t�g I I -1-1- -...-. : *�-_ - ,. _. 1 4" 1 11 cl) 0 � " 0 7pl 1 1 I � 1 1 1 I I . , ,9 . , � . .11 . . .1 I I I I I I - , � '. .. - . . . . - . , , .. :. ;_'_� .j .: � I . , -6 - . . � I I . " � ::_.�.,:: .1.1 : - FOR DRIVEWAYS) - ;_ 11 - . . :. . , • , .� . 1,;. I - . . I �? _ .-.I- . -1. I � :4� : , ;x . �. - I I I I I I � ,J,.4 - - . NOTES: � (15 , I'i;, I I � . . . - . t !. . . . I . .. .: ,:.� . . . .4. .- 1. . � . 6�� "I -t- --v-7- .1�7 I . . 7- i I• I . . 1i � ; M.15 TP � �- .. � I , 2 3" - .. . . . � , . . I I R. � -1 I - . I . I � I 11 - I -I I . � I I . . I - i I rA � , . � - I �iIi. . I - __ - , I I . I I I I I I - � . . . . . . . . . . /. A I . . I I I I � . . . . . . I � I I . I � I � I . . . . . . I I 1. � I � RED COLOR, � . . . . . " . X ! � I � . 11M.., I 1, I I . i I � . . X.. I I I I " , I t� I - . . I � I . I I . � . , '. �, i I i � i I ; - � � I . 1. BRICK PAVERS SHALL BE HOLLAND STONE By PAVESTONE IN RIVER I " ' /'/ . � . . I � : I � 1�, I , - - - - - I � r, 0, � . t 1 , Q � IRA .1 � � . . � � I _J T,L - /-XX - - M, < : I I I I I � . i I . . . I ,�, I I � 1 31 I-ro'. 1.1 I � . � . . i � I I I ., : I 1� ! I � I I -�;� I I I : : . I 1 1 ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND I , . 2 . I i I . � I I I . . - I I . PSI . , ; I PATTERN AS SHOWN ABOVE. - 4#? -I- 0 #4 BARS \ I ypf � . � I I ; � � . I � � I . � . ! I l� II , I _' I � � I I � 6" LIME STABILIZED . : �i, �. , I :� I ,� . I I � I I .i :z � I I Nil � ] - ,: . . I i ".", I . ;-.�', -1 I � � . I I I . : (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) � .; , � - � I CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI � EXPANSION DOWELS I . I i I �.,�i;fl I I T � 3 0 'y4" X IS- SMOOTH I I I i'Mi I � I � w, , � t, I . !! I � � � . � i ", . I I I I I I I : � I I i ,I PATTERN: I I I � - ,. . I . I '(1 ;� : I . i W"i 4 * I . � I 1, � I * : I - I , I � . . I• � I I X=!5" OR 6" AS SHOWN ON THE PAVEMENT PLAN I 0 N � �. � I - � I RUNNER -1 , I � � ! 1F.. I I � � : . I I � I I . I ; � I I 11 I � , � . . I 1, . . I I * 'PAVEMENT- USE #4 BARS @ 18" O.C.E.W. - I , I IN,,;,i�Rl I .1 BOND I � 6 I , � ��'Ni, . � ; � I i � . I , � 11 01 1 � , � : . I I 3 � I 11 ...... .. I I I I I . ! � ; ; I i I BOLLARD /� .... - I . . � I � I * 15" PAVEMENT -USE #4 RFBAR, 0 18, O.C,E.W. I � .. I : . I : � I ; . � , � I ,..!.Ii� .- BRICK PAVER DETAIL CURB DETAM , I I * I : C; `1;z . .1 I ; � I I 11 1. I : CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 11'�;,All 134615 TP w . .- ...... I.., . I I � I . � I � � I 1�!_,�;Ri . . I �,--,-_ii:.,_. -�:-'_ . a I I . 0% I - ," , -i ; CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS , . I � ,� t '.i".. - � I � I . I I - I . I . :7:,-,_:-.-:.:,-,- , _: !.- :- ; , ,; . . ... . I . :, � � i. ; :- . i . I . I . � I � -�-�, � : i � � � .: - I I . Iif-;..i, I . � - I 1g, 1 1 1 1 � . I : , � ., � I � . I mM � : I 1 346.30 TW � . � , � . I . . . . I i ;. � . : � � I TYPICAL CONCRETE PAN INC SECTION I . � I I I � I 1 7 � 1 346.30 TW: : I I , .1 � I � '�:'!� - . - ... I I . 1. It II 3-M.1 5 TIP . : I ! I ; � : : . -1-11-- - I I I I � I V" I � , if_� 11 _ ! I i,-; .... . ... I I _ .��4..,_; .... --_.,__.-1 N.T.S. � 346.15 * TIP I � ., � I I V ��,'!,�,, I * RR I I ,,, I . I � I I I I I I I I I . I � I . i'.11 I . / . I . I t;$ J . ` I � I �,j 1 11 /I - I � I I I ";-i .. . 11 I I I . � I I � GRADING CONSTRUCTION NQIFS: . I I MIA11 I I I , I I ��i I I , . � I . � � � . I I I ,�,! - I . I . . � 1:.;,, . I . * . � I I T. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED � � 1.� ; � � � I � . , . I I � I t, , -.1 20 TC . TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY AS . . . . I 11 11 LL 346.W TO I , , � . I I I I . � I � I '�-��H,ri 1 -_1 . . . . DETERMINED BY THE STANDARD PROCTOR TEST, (AM D698)i AT A MOISTURE CONTENT . i I � 1-1 I 348.05 TP . .1 . FROM OPTIMUM MOISTURE CONTENT TO 3X ABOVE THE OPTIMUM 1 345.50' TP I q j�'J� � -1 ' -1 I - ` MOISTURE CONTENT. AREAS OUTSIDE OF THE PAVEMENT SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY. , . - - Ll , . 'I 4620 Te 46, 1 .- .1 is 346,20 TW/TWALL � I I , j - 11 I I- M.20 TW I I I 1 344.73 FL - , 1 .,,,, r -- 345.75 TP_ _ - . To the City of C Ilege Station: � LI I ,� , .-.11 -_ — - . . I � 1 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE I I . . I � I . I I �`, �,",�\ 1�; - —_ . I . - 11 � I I I � . "PROOF-ROLUNG* SHALL BE REMOVED AND REPLACED, I I rtify that the subdivislon •improvements shown on this sheet reflect any '' . N, '11,11"k \1 , ", : I ce � 4, 111,� 3 1 1 1 \ .;" .- � �� 344.50 BWALL I I I I -,-1, , - , 46.20 TO � 1!1 - ,1-. . . , � � I . 11 . � . . . "N .. I I I I . . I � ,revisions of desigi of which I authorized, and/or any and all field changes of l� I I I — ,M_ WALL c G . i � AE 1 346.02 TO ',�'Vp I --! i i- 1�j =I � 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.'12H. _____AE � I � ', � - I � I � I . !� . � i I . - . I I ------- —A ------�Ag, t---- � .12 .L I I I I : 1346.10 TC � I ��,', \ I i " ki . . which I am aware. I I I E . il. , . I I - � -1 , I I . .� I . . 4. THE TOPOGRAPHY SHOWN IS PREPARED FROM FIELD SURVEY DATA. ! I I I . : I I I - - 5. 2 TIN - I \ - � - * � . I I � I ... - .1 I i : : I I I !� -- - - �5.50 TP I S REQUIRED WHENEVER THE TRENCH is WITHIN 5'. OF PAVEMENT OR SIDEWALK. i I ! i kE- a I __:�> I I E__--AE-�,A . - r 2 TC --- 1 SWALL * 5. STRUCTURAL BACKFILL.17011 UTILITY OR STORM DRAIN TRENCHES I : a_ — , 1�_ •- - _. , . - ��!!:: I ":: !1 111=11111 11 ::11 111 I I I . ! 3 - , - -- 34-4.51 SWA 34�18 � � . I i Licensed Professional inset I � I � _mrl 46.10 TC LL - - I 9- THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING ! : -1 _ -- - ---..— - : : I I . ADJUST CIPA1.0-1 - I ��, 114*.W __ �,--3n 346.10 TWALL - — � . PLAN MAY BE REQUIRED To MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE I Deven L. Doyen I I I I 1 344.67 9 . . "-344.67 A, OT - � DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. . I ! I � MATCH DESIGN GRADE � I ';AA. NK rf '-- L' 346.1 --------.A% 1r, � � : � I L I- 2 To . t, : I � I e 344.60 BWAI . _ • . . . 1, . .A cc - .- . ',,- - 346.10 TWALL — -- I . State of Texas No.' 109815 • , I , . . I . . '. . 'A I I - I — .;I BWALL . . - I I . 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. . � - . - I . . . . . ., 346-10 TWALL I . I . I M.10 - TC/TWALL B. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING ,�, _____Mr�_ - -_ . I � I . CO- I I I AND SIDEWALK AREAS SHALL RECEIVE 6* SANDY LOAM TOPSOIL PRIOR TO PLACEMEN OF GRASS SOD OR Ro � I I ENT HYD MULCH. SEE GEOTECH REPORT, I . . I � � . . I � I � I POND OUTFALL � . I . � I 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES; OR DRAINAGE I � . � I I � I . ! � PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. � I I 1! � . SEE DRAINAGE PLAN . . I I li I . I . � I I I I :! I ; CHARLES H. SZABUNIEWIC2 4" THICK . FOR DETAILS � I . 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY CO "), __KM CUSTOM HO I I : BOYETT, BLOCK 12, LOT 5 CONCRETE . . ' I WATER. A CLAY 'PLUG' SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR MPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE I MES_ General Contractor for BOYETT STRE APARTMENTS_ � � I I � RICHARD B. BENNING. I OR OF THE BUILDING TO PREVENT WATER FROM CANING ACCESS ALONG THE development, ce ify that the improvements shown on this sheet were a ally built, ; I � RICHARD B. BENNING TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE, THE PLUG S . ctu � ZONED NG -1 PAVING � BOYETT, BLOCK 12, LOT 4 . . I BOYETT, BLOCK 12, LOT 3 . Two FEET THICK, HALL EXTEND TWO FEET BEYOND THT PIPE FACE IN ALL DIRECTIONS. AND A MINIMUM OF and that said 1 V ments are shown, substantially hereon. I � : hereby certify that, to ; I � � . � the beat of my kno ledge, that the materials of constr ction and sIzF I la : � I IZONED NG -1 � I I � I111. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDAMONS. ETC, manufactured items, if any are stated correctly he I . I re : � I . 7 I � . I TP - TOP OF PAVEMENT I I � I � i . � . I . � I I I I . I � - TOP OF WALK I I � I � . . I . I I TW EG - EXISTING GROUNDI . I I . .[: BWALL - BOTTOM OF WALL TWALL - TOP OF WALL 7; �iU -: General � I j r . . . �. � I I . � r � I . I . . 440flow, . THE SEAL APPEARING ON THIS I � '?' , . I --- I . � - - � � ; , I ; � I T . � I 1__� T " -�, '... WA " 1* I., .. i : . I . , F_`,,_� ; : : . I . .1.1 - - -z- - - . - � - - I i'll. I - ,..- .,.,. , !,. - ,-1i,,,,,ii . It I�s 01F JA I to �� - ,DOCUMENT WAS AUTHORIZED BY . , - - �T�% I " a ....... . ��,nl,�lq - ..... . ... I � I I * I � . DEVEN L. DOYEN, P.E... . I * / * ........ � . 1, . I I � I I . 11 I � I � *i. .k __� I SCALE . SHEET &-%hultz E " I B OYFETT T S IrPID E E T AVAR TMENTS . . n, LL - - I I � I I 1� I 11 I . I . . . . . . . I 1 4 30 Longmire, Suite A DECEMBER 19, 2014 li I DEVEN, L DOYEN VERTICAL :1 � . I I � ...% ..................... I ... I I �L/A � !I College Station, Texas 77845 � r Ill P ARTITION . j � I LICENSE NO. 109835 . A .cx I "'ING AND I I 1 27 L M W.C. BOYETT I ESTA r GRA 7 i - I , � RECORD DRAWINGS . I XT.L 1_� A _1X I 1 . I . 979.764.3900 TBPE NO, 12327 � . .. .. . I . I � � 1: . � " I HORIZONTAL 1" = 10' ...• .. __ T f) rr -f n /-I T"p, . I . I I 1 I I � I .0 - RECORD, DRAWINGS I � I 1 / I I � I - .. I . 11 � i. . SURVEYED I DESIGNED I DRAWN I JOB NO, . I - - DATE I I I . . �, 11, , I . . I I �, ,. ! .., : r'! . i .!"!.� I I � !,�,117)4 I m7numER 2014 � I ; � I—- 31-77 r1'1('0-l'F-i,"IP. ' I C � I � t .Dj_jUU_11_ 14 I COLLEGE . , I � � I 1. COLLEGE STATION, TX I I I I I � f'A VEMEJ V1, T 1– TjT LjA r I — � - - --- PLOTTING SCALE: 1:1 , I