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HomeMy WebLinkAboutDrawingsL.LIV I LLSLIIYL VL' I "I— rM VLIY1LiY 1 M 11`1 11V I L.iIJL.l..11V1YJ rtJ LL1['11LLL - 11 .....w...,,....,...1�. . ,... #4 BARS AT 16 C. TOC M 318 M ; TANGENT SECTIONS 4 _ 6 , � II , CURB LINE EMENT LAYOUT RE NF R TYPICAL JOINT & I O C . , FOR CONCRETE PAVEMENT O+ W (,,...G;,.,,.:.,z ti.��.,,"...,>!.,•„G;„ .'.,..Gwn,.,.. r—>fi ..,..o'.....,C.....i'.,../,.,,..I,.w.<:.�.........�,s: t:../.✓.M....,..n / 4._4_.,..�w.G-_ , 304 t r.. FOUN/EbATIdN / / r Z 7 BY: JOE G. ze / f '...,,..,M......,M,.w..,....,...,,..1.......µ.,,..... 1-16- - I I I j} 318 LL l i _ .......41 04 ... "AL I SS' - SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR TC=315.00' „ fi I : , Jr .,TP=314.50' ' `° ;� 3 316 �N � 316 3/4 X 18",12 O.C. .r` f / r` r rf % rf ; @ " . t / 6 SAN: SEWER @BLDG.:= ±314.60 i (COATED WMEAVY GREASE) / 3/41'5-1/2" / :.. T,.OG=314'.00' / f _ _ . _ + _ GROLTN W :ALAI - � � D 7rLEV 1 �1 m 71F i FIRE LINE TO F.D.C. ! w 314" 6" THK. CONCRETE BOX ,- ' —m W / �� CURB & GUTTER SECTION �e - °;• .. :. 6" MIN. A - #3 BARS @ 121. O.C.B.W. I _. _ _,_ ef'� _,,.,_ _ _ f 18" PVC 4UNDERGROUND 1-5/8 "� S __ . I 31 4 ;c ELECTRICAL CONDUIT (2) j j 314 i UMP=312.00' 1 - RECYCLED MATERIAL, 1/2 3" LONG METAL OR PLASTIC CAP - ..., • > 1 1/2 THICK AS MANUFACTURED TER INSIDE DIAMETER TO BE 1/16 GREA " 3 � � � �� � CEMENT STABILIZE ALL UTILITY CR I SSINGS � BY J.D. RUSSELL CO. OR THAN DIAMETER OF DOWEL BAR. CAP A - _ a w_.._ ., w CO 12"ABOVE TOP OF PIPES APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" * 10 YR STORM EVENT = 314.50' i OF DOWEL AND HAVE STOP SO END OF CAP Is r' FROM THE END of BAR. METAL KEY WAY PLATE GRATE INLET BOX X -SECTION 'A -A' '¢ F 1 NOT TO SCALE 312 �;� � i � 312 TYPE G _ I STING 24" PVC STORM PIPE • EXPANSION OR CONSTRUCTION JOINT NOTE: h EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION . 3- TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE Pl S, JOINTS SHALL BE AT 60' CENTERS. CURB 310 j 310 & ON ALL HORIZONTAL &VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. 1 I TYPE D JOINT ;� I 5 e i �P LONGITUDINAL JT. @ 90 ^ i £ '• 1 TO CHORD OF RADIUS. (TYP.) f _ I 308 r � � ; 5' SANITARY SEWED DROP TR I � � 308 V♦ FIL TOP = ±309.20' 3 1 I _ 71 7 ; F/L BOTTOM ±-960' 0 t I (TYP.) i tr i TYPE "G" JOINT AT ALL SAWED OR FORMED, SEAL > RADIUS POINTS AND Z WITH JOINT MATERIAL. MAX. DISTANCE OF 3 0 6 I 3 O 6 1 SEALING NOT REQD IN CURBS. 300' ON TANGENTS 1'-6"<, ry,�•--� I �: ui • 3/8" R 1/8" TO 3/16" I I I BACK OF CURB ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 304 ' HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY ' I ' — — 6„ MIN. „,._._ .__ _. EXISTING SANITARY SEWER MANHOLE ° TYPE D JOINT BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL RIM = 313.87', INVE T 3b�L70' TYPE "B" JOINT TYPE "G" JOINT AT FUTURE GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS ' I EXTENSION OR AT PROP. IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS - i 3 d n #4 BARS, 16" O.C.E.W. WORK (TYP.) SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. C I NIC— , 304 UL 'A COLLE � 44-__ Ti _�T-A i NG_ -DRAWN - BY: JOE G. DATE: JUNE 2014 j I SCALE: NOTED APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED n n DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY _ :BLDG. UTILITIES CROSSING @_STOF�►M SEWER TYPE B PROJECT #: GE013006 TYPICAL JOINT LAYOUT AT CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE CONTRACTION JOINT VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS CONCRETE INTERSECTION COMPLETE AND THEN REMOVED BY CONTRACTOR. PROFILE VIEW SCALE: VERTICAL 1"= 2' i Cm2. TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TO CENTER ALL CONTROL MEASURES SHOULD BE CLEANED OF HORIZONTAL 1"=2 ' SILT AFTER EVERY RAIN. u 1 GENERAL NOTES _ STATf - �'„T�xaS Land�c� e p �' LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.,• BELOW FINAL GRADE. ALL ROCKS, TRASH, AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. • WILLIAM D.I'ITCH PARKWAY .Creations LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. R -08W. VARIE5 DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER 12915 State HW 30 ,y • INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF /2 BELOW ADJACENT PAVEMENT. College Station, T 77845 LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING o , . 979-776-88 3 IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. !NDS ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WELL BE RETURNED TO ITS EXISTING CONDITION � 4 OR BETTER. �+ , 'LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. tpi LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. �. ............:............ LL ._..:............ . ..... EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE / _ I RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY O UTILITES. HAND. DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. ` ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS C NDITIONS TOOLS ( OPEN HOLES, ETC.) ON A DAILY BASIS. .............. - f ...:: ....... _.... ,• :..... — yrs; }: -- - - ` ' '�'= - "'— UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY �AWN... CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRS, LITTER, ETC. AND REPAIR DAMAGE TO I FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. — T T S"I- ST ST ST ST ST ST ST , ! , LANDSCAPE NOTES E I ST I f 1 1 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE) ORA ' f 1 T SCARORA: CRAPE MYRTLE ST I ! ( e PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT : I i i SILVER ELAEAGNUS (61 36 lo.c.) SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON I ( I THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. AST _LIVE bAK SHUMARD OAK i -- —50 Streetsca�e — — — — — n — — IRRIGATION NOTES SHUMARD OAK. — -; SHUMARD OAK , AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLAN ING BEDS AND LAWN AREAS SHALL BE LAWN :r i 1 INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. IRRIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY ■ S®T OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. W o } i v 1 Ij •.•y � _ 1 I I t _............_ .�, /' i!! o \r -........ d o (10 0 4/ - ( ........:�__.. `` d SECURE TREE TO STAKES WITH LAWN ; 1 —� HOSE AND WIRE AT LOWEST " ( CROTCH OF LOWEST BRANCH 1 rO �1 1 0 0 12 GA. GALV. WIRE WITH BLACK TOP OF ROOTBALL TO SIT ' 1 � RUBBER HOSE TO PROTECT i SLIGHTLY AB E. F �1ISHED --TREE _ ___ _ . _ _ C i I GRADE PLACE ROOTBALL ON (. j ( i i SUBGRADE ,� — — — -�3 - 6 (MIN.) LONG DARK GREEN TILL EXISTING SOIL TO A DEPTH OF 6 , AND i I I- ------ —� - I ! _ "T" POSTS. INSTALL STAKES ADD A 41 DEPTH LAYER OF PLANTING BED 3 HT. WATER RETENTION SPACING PER PLAN MIX. PLANTING, BED MIX TO BEA 1:1 MIN. 1 INTO UNDISTURBED BASIN SUBGRADE. COMBINATION OF FULLY COMPOSTED € 1 p o ORGANIC MATTER WITH TOPSOIL. (, I I ti _ oe o 1 i 1 DIG HOLE 1.5 - 2 TIMES WIDER TOP OF ROOTBALL TO BE LO E O THAN THE ROOTBALL WITH �' LIVE OAK \ 2" LAYER F HARDWOOD o o o a \ SLOPED SIDES. o eo, SLIGHTLY HIGHER THAN .._.. I \ BARK MULCH - o _ e 411 FINISHED GRADE T j ` ®/ CO �\ ( FINISHED GRADE o ' COVER BED WITH 2" LAYER OF CSF/\ CAPROCK !_.; i ! i , HARDWOOD BARK MULCH 1" LAYER OF COMPOST .. i .-. , _ , i - I (...... , ;........ . . . . PLANT! OU 'D BE _:__ BACKFILL WITH NATIVE SOIL :-:--::,:-._.. :I!,.._..:I . ' . . ' . 1 :::::::. €.- CROW ED ! _ • SUBSTITUTING WITH TOPSOIL az ,,. , E MERGf NCY _.... ; .....;_.__.;r....._,..._...... , ;?. :: f _._: � __._: i _ Z I I r IF NEEDED. f' .......... ..r r `� : _. ,—_. :—. _. —. : __: ,_._._: — . ' . ' ..' . ' . ' . ' • '. ' • '. ' •'. ' • '. ' • '. ' . ' -"'' :; <: t - -{ .. '� r:. "7 •.4 I _....::.__... _; : UNDISTURBED SUBGRADE 1: .< 751 5G 5Q fT ................. '5 204 14 :^ i i: -:i t is I {:-:: i... ! I {�::::i I i ---:i 11.;:::::: I i::: (i'_: (€:_"::i .. _ .. .. M •'` ! SILVER: \ ST - f s ..a. ELAEA NUS`` r, I �., s I'�. N i i z er tubi.; r _ .� L . .......... L. t i 1. TREE PLANTING DETAIL NOT TO SCALE 2. PLANTING (22 36 ��D DETAIL NOTTO -b 1:...1. SILVER.,, ........ .r' LIVE OAK rx ELAEAG.NU.S-\ Gi ............_. € f (13 @ ,� o.c.)`/ 1 + ST 1 SILVER ELAEAGNUS, 8 @ ® % PLANT SYMBOL KEY A14D LANDSCAPE POINT DISTRIBUTION � t ; : 36" O.C. .wa t IE i LANDSCAPE / STREETSCAPE CALCULATIONS WILLIAM D FITCH STREETSCAPE: 237 If of frontage - 27 If public access easement = 210 If (210'/50) = 4.2 4.2 X 300 PTS = 1,260 PTS (210725) = 8.4 = 9 CANOPY STREET TREES REQUIRED (10 Crape Myrtles, 2 Live Oaks, and 2 Shumard Oaks provided, marked with "ST") GREENS PRAIRIE STREETSCAPE 202 If of frontage - (25 If of driveway + 18 If public access easement) =159 If (159750) = 3.18 3.18 X 300 PTS = 954 PTS (159732) = 4.97 = 5 CANOPY STREET TREES REQUIRED (5 Live Oaks provided, marked with "ST") PUBLIC DRIVE (NORTH SIDE OF PROPERTY) STREETSCAPE (296 If of frontage - (24 If of driveway + 12 If public access easement) = 260 if (260750) = 5.2 5.2 X 300 PTS = 1,560 PTS (260732) = 8.13 = 9 CANOPY STREET TREES REQUIRED (9 Live Oaks provided, marked with "ST") POINTS PER PROJECT AREA: 64,111 5Q FT OF SITE AREA : 64,111 11000=64.111 64.111 x 30 = 1,923 PTS TOTAL POINTS: 5,697 10% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-569.7 PTS) TOTAL POINTS REQUIRED: 5,127 TOTAL POINTS PROVIDED: 5,310 SYMBOL SIZE COMMON NAME Q n, POINTS TOTAL BOTANICAL NAME EACH POINTS "ST" ALONG WITH THE TREE SYMBOL ON THE PLAN INDICATES A STREET TREE CANOPY TREES 2.1"-3.4" cal. LIVE OAK 19 150 2,850 • 30 gal. container min. QUERCUS VIRGINIANA 2.1"-3.4" cal. SHUMARD OAK 6 150 900 30 gal. container min. QUERCUS SHUMARDII i NON -CANOPY TREES O 1.25" cal. per cane TUSCARORA CRAPE MYRTLE 30 gal. container min. LAGERSTOEMIA INDICA 13 40 520 'TUSCARORN SHRUBS Jun i pe -S 7 5 GAL R ELAE t7S 104 10 1040 30" spacing EL BINGE! TOTAL POINTS PROVIDE 5,310 LAWN All areas not planting bed or pavement and all disturbed areas on adjlacen property to be hydroseed bermuda grass �I L ke Asim P ec0>esVed 1�.. Lf:1V 1lJl'I'1SL SlGJ1V1V Y11VL l"S1 V!]LS J1J lil']1Y l>L 1 Vl11VL VLY JI 3LL1 L-1. - SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY.Lu 12. ALL CURB RADII SHALL BE V FROM BACK OF CURB UNLESS NOTED OTHERWISE. 7. FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4" WIDE RED PAINT EXISTING &PROPOSED 13, ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISE, WITH " FIRE LANE " SPACED EVERY 25' TO ESTABLISH FIRE LANE. P EROSION CONTROL SITE CLEARING AND GRADING: 14. CONTRACTOR SHALL HYDRO MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREAS N V s ® ® 1. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF BLDG. & SITE LIGHTING: i.�,i PROPERTY LINE 1L AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT THAT HAVE BEEN DISTURBED BY CONSTRUCTION. 0 /� ALL TOP SO 15. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM _ - BUILDING SETBACK LINE A LOCATION DESIGNATED BY OWNER. L EXTERIOR BUILDING AND SITE LIGHTING, WILL. MEET THE STANDARDS OF SECTION 7.11 OF � � z V —SF—SF SF-SF—SF— SILT FENCE VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW V _ W ' — PUBLIC ACCESS EASEMENT LINE 2. ALL AREAS THAT ARE FOUND TO BE'PUMPING' OR'SINK-HOLES' OR NOT TO BE IN WITH -IN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. GI) M — RD3 — RD3 — RD3 ROCK FILTER DAM -TYPE 3 RESIDENTIAL DISTRICT W AN OPAQUE HOUSING AND NO w ORIGINAL UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED — UTILITY EASEMENT LINE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT 0 WITH SELECT FILL, COMPACTED PER PROJECT SPECIFICATIONS. • ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. DOES NOT CROSS ANYPROPERTY LINE. I Q t- ® p t� ` r f CiJ {\ W� = —4S— — — SANITARY SEWER LINE/SIZE (INCHES) ` STORM WATER MITIGATION NOTES: LIQ CURB T PROTECTION — —�_ SANITARY SEWER MANHOLE � � 1. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ 6W 6W - WATER LINE/SIZE (INCHES) SITE ELECTRICAL NOTES: UJ® VLL PRIOR TO CONSTRUCTION. M f PROPOSED AE OVERHEAD ELECTRICAL 2. THE CONTRACTOR 15 RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION 1. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. h J J �" TED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO 2. CITY WILL PROVIDE DRAWINGS FOR CONDUIT INSTALLATION. V J EXISTING POWER POLE ASSOCIATED v PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 3. DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS AND _ 6W PROPOSED WATER LINE & SIZE 3. ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER EXTEND AS REQUIRED. PROPOSED SANITARY SEWER LINE/SIZE INCHES GAS UNDERGROUND GAS LINE GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED VIA A 3' 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER, DEVELOPER SHALL FURNISH 6S (INCHES)IL TEL TELECOMMUNICATIONS LINE SQUARE INLET GRATE AND THUS CONVEYED TO THE EXISTING REGIONAL AND INSTALL CONDUIT AS SHOWN ON ELECTRICAL LAYOUT. V_ WATER VALVE DETENTION POND FOR THIS DEVELOPMENT. 5. DEVELOPER WILL INSTALL METER/SERVICE LOCATION AS CLOSE AS POSSIBLE TO 280 — — EXISTING CONTOURS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL TRANSFORMER. FIRE HYDRANT ASSEMBLY STORM DRAIN MANHOLE OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR 6. SERVICE WIRE TO BE FURNISHED AND INSTALLED BY COLLEGE STATION UTILITIES. / Q so Q PROPOSED FIRE LANE SHALL USE ALL MEANS' NECESSARY TO PREVENT THE OCCURRENCES OF WIN FIRED BLOWN -♦ FIRE HYDRANT LITTER FROM THE PROJECT. SOLID WASTE DISPOSAL: N WATER VALVE FIRE SUPPRESSION & FIRE LINE NOTES: 1. A 12'X 12' METAL TRASH BIN SHALL BE LOCATED IN DESIGNATED AREA WITH A 6' PRNACY DRAWN BY: JOE G. - �WATER METER & BOX .FENCE WITH GATE. n TRANSFORMER DATE: JUNE 2014 PROPOSED UNDERGROUND ELECTRICAL -C~ 1. FIRE SUPPRESSION- SYSTEM SHALL BE DESIGNED & INSTALLED BY A LICENSED INSTALLER. UGE UTILITY POLE FOUNDATION &BUILDING CONSTRUCTION. 2. FIRE LANES WILL BE CONSTRUCTED MEETING MINIMUM FIRE APPARATUS TEMPLATE. SCALE. NOTED PROPOSED SANITARY SEWER MANHOLE GUY WIRE ANCHOR 3. A FIRE LANE SIGN SHALL BE INSTALLED AT ENTRANCE. 1. FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY e V �f—�f—lf- WOOD FENCE 4. CURBS TO BE MARKED: 'FIRE LANE, NO PARKING, TOW AWAY ZONE' w/ 4' LETTERS. OTHERS. AND ARE NOT INCLUDED IN THESE DOCUMENTS. PROJECT #: GE013006 PROPOSED CONTOURS REAR F THE BUILDING AT CORNER OF 280 CONCRETE 5. FIRE HYDRANT #1 IS LOCATED AT THE O INTERSECTION. WATER &SANITARY SEWER LOADINGS: PROPOSED OVERHEAD LIGHTING F/L FLOWLINE 7. THE F.D.C. RISER IS LOCATED AT THE REAR DRIVEWAY ENTRANCE TO THE SITE ALONG 1. WATER DEMAND AND SEWER PRODUCTION: TOS TOP OF SIDEWALK GREENS PRAIRIE RD. THE F.D.C. IS 100' AWAY FROM THE EXISTING FIRE HYDRANT. MINIMUM AVERAGE MAXIMUM PT POINT OF TANGENCY TC TOP OF CURB 8. BUILDING WILL BE REQUIRED TO HAVE A KNOX BOX. WATER: 2 GPM 17.5 GPM 70 GPM HANDICAP PARKING SIGN LOCATION SEWER: loo GALJDAY. 1,500 GAUDAY. 6,000 GAL./DAY TOG TOP OF GROUND TP TOP OF PAVEMENT FF FINISHED FLOOR ELEVATION i €/fl+ � (%/f� ,�.+•� 3 +/ r ' :�.+.':,' �f � _ .'/F, ///r f.?r+f`,+`',,/ � j I / f r` i GENERAL NOTES LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCKS, TRASH, Texas Landscape AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. CreatlOnS LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDING WATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER 12915 State Hw y 30 1 INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF /2 BELOW ADJACENT PA, VEMENT. College Station, TX1,77845 LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING 979-776-8873 IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTI � G CONDITION �o�,pelDSCqt OR BETTER. LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. 2262 Qy LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO CON STRUCTION. .... EXTREME CARE SHOULD BETAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRAC OR WILL BE RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR TI ........_LITES. HAND .•fir DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CON DITIONS (TOOLS, OPEN HOLES, ETC.) ON A DAILY BASIS. nt.. UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. LANDSCAPE NOTES. o 100 /o COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK NOT LOOSE) OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT INDICATED ON THIS PLAN USE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. IRRIGATION NOTES AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. IRRIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOW DEVICE AND INSTALLED PER CITY ■ OF COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST BE TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. ■ o SECURE TREE TO STAKES WITH b b HOSE AND WIRE AT LOWEST o b a CROTCH OF LOWEST BRANCH 0 0 12 GA. GALV. WIRE WITH BLACK TOP OF ROOTBALL TO SIT I RUBBER HOSE TO PROTECT � SLIGHTLY ABOVE FINISHED TREE GRADE, PLACE ROOTBALL ON SUBGRADE 3 - 6' (MIN.) LONG DARK GREEN TILL EXISTING SOIL TO A DEPTH OF 6", AND "T" POSTS. INSTALL STAKES SPACING PER PLAN ADD A 4" 'DEPTH LAYER OF PLANTING BED 3" HT. WATER RETENTION MIN. V INTO UNDISTURBED MIX. PLANTING BED MIX TO BE A 1:1 BASINSUBGRADE: COMBINATION OF FULLY COMPOSTED o ORGANIC IMATTER WITH TOPSOIL. DIG HOLE 1.5 - 2 TIMES WIDER o THAN THE ROOTBALL WITH o TOP OF ROOTBALL TO BE �. 2" LAYER OF HARDWOODo e r SLIGHTLY HIGHER THAN SLOPED SIDES. d BARK MULCHo o� FINISHED GRADE >1 tet- FINISHED GRADE- - COVER BED WITH 2" LAYER OF co W HARDWOOD BARK MULCH 1" LAYER OF COMPOST PLANTING BED SHOULD BE BACKFILL WITH NATIVE SOIL,. SUBSTITUTING WITH TOPSOIL=-:....:.�...... € (.._ CROWNED THE TER ..I: T..i`_ IF NEEDED. : .......: :........: ;........ ;........_...... . LL :a I_ ..,jam_ ,._�:.:..I. .._.I ::;: I i UNDISTURBED SUBGRADE V _ LL c� 1. TREE PLANTING DETAIL NOT TOSCALE 2. PLANTING BED DETAIL NOTTOSCALE -� PLANT SYMBOL KEY AND LANDSCAPE POINT DISTRIBUTIONc;) LANDSCAPE / STREETSCAPE CALCULATIONS WILLIAM D FITCH STREETSCAPE: 237 If of frontage - 27 If public access easement = 210 If (210750) = 4.2 4.2 X 300 PTS = 1,260 PTS (210725) = 8.4 = 9 CANOPY STREET TREES REQUIRED (10 Crape Myrtles, 2 Live Oaks, and 2 Shumard Oaks provided, marked with "ST") GREENS PRAIRIE STREETSCAPE 202 If of frontage - (25 If of driveway + 18 If public access easement) =159 If (159750) = 3.18 3.18 X 300 PTS = 954 PTS (159732) = 4.97 = 5 CANOPY STREET TREES REQUIRED (5 Live Oaks provided, marked with "ST") PUBLIC DRIVE (NORTH SIDE OF PROPERTY) STREETSCAPE (296 If of frontage - (24 If of driveway + 121f public access easement) = 260 If (260750) = 5.2 5.2 X 300 PTS = 1,560 PTS (260732) = 8.13 = 9 CANOPY STREET TREES REQUIRED (9 Live Oaks provided, marked with "ST") POINTS PER PROJECT AREA: 64,111 SQ FT OF SITE AREA 64,111 /1000=64.111 64.111 x 30 = 1,923 PTS TOTAL POINTS: 5,697 10%o.POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-569.7 PTS) TOTAL POINTS REQUIRED: 5,127 TOTAL POINTS PROVIDED: 5,230 SYMBOL SIZE COMMON NAME ( QT, POINTS TOTAL BOTANICAL NAME EACH POINTS "ST" ALONG WITH THE TREE SYMBOL ON THE PLAN INDICATES A STREET II TREE CANOPY TREES 2.1"-3.4" cal. LIVE OAK - 19 150 2,850 30 gal. container min. QUERCUS VIRGINIANA j ♦ 2.1 "-3.4" cal. SHUMARD OAK 6 150 900 30 gal. container min. QUERCUS SHUMARDII NON -CANOPY TREES 1.25" cal. per cane TUSCARORA CRAPE MYRTLE 13 40 520 30 gal. container min. LAGERSTOEMIA INDICA 'TUSCARORA' SHRUBS 5 GAL SILVER ELAEAGNUS 96 10 960 30" spacing ELAEAGNUS X EBBINGEI TOTAL POINTS PROVIDED: 5,230 property to be hydroseed bermuda grass I, LAWN All areas not planting bed or pavement and all disturbed areas on adjacent comments eview plan;'; chap l NOTE: GENERAL NOTES! 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDE,, EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS 24" ter, (e X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6HALL BE PLACED BY HANG AND OTHERWISE DIRECTED.'- . � 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED ROUND THE CAST IRON PIPE TO A DEPTH OF 1 • I STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THE 'COP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 24" X 24" X 6" BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28 -DAY CONCRETE WITH #4 BAR AROUND : _ D D 2. ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. I STRENGTH - 2000 psi _. ALL VALVE BOX: EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE .t, WITH #4 BAR AROUND OF STEEL, SIZED AS NOTED :STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET -OF FIRE HYDRANT THEN �• . ALL VALVE BOX: AND PAINTED WITH TWO(2j ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT ( . COATS OF METAL PAINT. j 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. B FEET F TRAFFIC RATED COPPERHEAD 2 SQUARE O FARING AREA OF CONCRETE ON SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER APPROVED EQUAL OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VIEWA - A . 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE SUPPRESSION LINES FROM PUBLIC I ARRELL VIEWA A WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRANT EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX _ WATER LINE TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX APPROVED EQUAL. EXTENSION AS NEEDED VALVE BOX PER SPECS. -STEAMER NOZZLE CHAINS 1' MIN. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE &VALVE f_7 EXTENSION WITH A A CITY'S ACCEPTANCE OF AS REQUIRED AS CENTERING COLLAR. WORK. REQUIRED e•t - s _ TERMINATE 4l TO 5' A A t�" _ FROM TOP OF BOX. FINISHED GRADE -� -. BURY LINE 2" SQUARE AWWA NUT AS EQ'D ARIES- ANCHOR 90 BEND EXTENSION WITH GATE VALVE w CENTERING COLLAR. 6 STD. W/VALVE BOX z :3TERMINATE 4 TO 5 IL GATE VALE STANDARD FIRE HYDRANT FROM TOP OF BOX. WITH SS E OLS g�D GgTE (SEE NOT 8) 6" D.I.OR C909 PIPE ' 3 AWWA 0900 WISTAINLEyASSLVE 6" MJ ANCHOR + o PRESSURE PIPE - STEEL BOLTS COUPLING t- � x CON RETE O 14a. INSULATED BLOCKING PEA GRAVEL - FILL g PVC OR D.I.PIPE TO 1 FT. ABOVE COPPER TRACER EE WIRE - WEEP HOLE FI NT L THRUST BLOC - RE HYDRA OCATION K REALIGN AS NEEDED TEE OR TAPPING " • •� '••` SLEEVE &VALVE BLOCK USING 12"x12"x4" BLOCK AS DIRECTED. MECHANICAL JOINTS AS RE UIRED PRECAST CONCRETE Q . , •.•.., .,..: WITH SETSCREW MIN. DIMENSION APPROX. BLOCK EQUAL TO ONE BAG OF RETAINER GLANDS _ OR MEGA LUGS SACKRETE 6" X 12" GRADELOK WIM.J. SPLIT GLANDS BLOCK AS { IRECTED ROTATE TO FINAL GRADE)T S STANDARD (FIRE OPTIONAL . ATE V G ALVE &B X O HYDRANT ASSEMBLY W1-02 TED 2" SQUARE x 2" HIGH TRAFFIC RATED �c REFER TO TECHNICAL SECTION OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION - STATION OR - TRAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR APPROVED EQUAL GROUND LEVEL 90 ° 24"x24"x6" VALVE OPERATING NUT 24" SONDCRETE PAD EXTENSION MAX. DE ECTOR TAPE ( , 5" DIA x 118.. MIN METAL DETECTOR TAPE THICKNESS STEEL PLATE w/ 90° CUT-OUT 48" MIN. 1" DIA STEEL ROD TRACING WIRE 14 a SOLID TRACER WIRE SHALL END SQUARE SOCKET COPPER AT A TEST STA 2" DIA INSIDE TION. 2114" DEPTH TWO 318" SET SCREWS O (1/8•' MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH SOUSIDE OCKET EDGE OF BOTTOM TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. -- GATE VALVE EXTENSION _ w1 UT _ ILITY PIPE LO CATION MATERIALS Ol W1-03 BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (c•Y•) 90° 6,8" 5.0 1.511.5 0.9 2.7 THRUST BLOCK NOTES: - TEE SCHEDULE p 2.5 ID HRU. 1: ALL CALCULATIONS ARE BASED ON INTERNAL- C A VOL!_E NOTES: w 1.0 450 10,12" 3.5 in tons ft c.. PRESSURE OF 200 psi FOR 24" AND SMALLER ft p 4 6 8 1. NO i SPLICES IN COPPER R TUBING WILL BE ALLOWED FOR SINGLE SERVICE ' ST STRAIGHT BALL VALVE A VE W/ PLUGz 2 FOR DOUBLE - 2.2 0.5 22.5* 6,8" 1.5 10,12",2.0 1,5 2.5 1.5 1.5 0.9 1.2 0,8 1.1 0.1 0.3 . 11.25° E 5.1 INN R DIAMETER PIPE. 1.5 2.5 0.3 OR BETWEEN EEN THE SERVICE SERVICE) V,, ( IC) � 0.4 0.1 10,12" 1.511.5 1.5 1.2 0.6 0.1. 1012SADDLE 2. ALL BEARING SURFACES OF THRUST BLOCKS AND THE WYE FOR DOUBLE SERVICE. 1-112" BALL VALVE ~. 0 SHALL BE PLACED AGAINST UNDISTURBED 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR DOUBLE ONLY SERVICE EARTH OR ROCK. TO PRESSURE TEST LINE IMMEDIATELY MM IATELY AFTER THE ) - STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi.. 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENG ENGINEER. THE VOLUME OF CONCRETE 4. E MATERIAL USED SHALL BE AS SPECIFIED OR AN VIEW A A Z C) BLOCKING LOC INC SHALL NOT BE LESS THAN SHOWN APPROVED EQUAL. ** SEE TECHNICAL SECTION 33 12 13 O - HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE •DOUBLE•,SE+RVI(�'E+Ln w NOTE: INSTALLED WITH THE MAIN LINE CONSTRUCTION. USE POLYETHYLENE WRAP OR HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BE BETWEEN CONCRETE . METERS AND VALVE BOXES SHALL BE PLACED 7CONC. CURB & GUTTER - BY THE CITY UPON PAYMENT OF FEE. � BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (c•Y•) 90° 6,8" 5.0 1.511.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 450 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.5* 6,8" 1.5 10,12",2.0 1,5 2.5 1.5 1.5 0.9 1.2 0,8 1.1 0.1 0.3 . 11.25° 6,8" 1.0 1,5 =50. 0.4 0.1 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 O FROM STICKING TO PLUG. OE E i,'l\:,. 7A, r ��rUN R TH SUPERVIS O LI N F A RP S UPONCOMPLETION OF CONSTRUCTION. 12" MIN: -24" MAX. STRAIGHT B L VALVE WITH PLUG (2 OR (2 FOR MI . DOUBLE SERVICE) 1 APPROVEDE S RV CE i SADDLES FOR DUCTILEND A PVC OR I TAPPED TEE 4' MIN. l u j A THRUST BLOCK DE 1"TYPE"K"COPPER TUBING TAILS - (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT (1 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 1" TYPE K COPPER TUBING SINGLE SERVICE 1-1/2' TYPE COPPER TUBING D BLE ) YP K OU SERVICE C WATER LINE SEE NOTE 1) ( ) 1-1/2" BALL VALVE FOR DOUBLE E 1.-0„ SERVICE . TRENCH WATER PIPE ONLY) NEWEW WATER SERVI E > SIIORTAI� D LONG SIDR 1 X X - W2 Ol Tk THRUST m w ' STRUCTURAL BACKFILL AREA INCLUDES :... t9 ALL PAVED AREASD SI EWALKS a .STREETS YS DRIVEWAYS AND PARKING AREAS AND SHALL EXTEND 5' BEYOND THE CURB LINE, STRUCTURAL CEMENT BACKFILL SHALL BE E -.: .... :::.:; •• NT STABILIZED (SEE �';'..;:.';`• E PIPE DETAIL W4-02-AREASTOBEP ED) n AV OR EXCAVATED 0 4' 2' 2' .JOINT I' 2 2' L SOI COMPACTED TO 98/o MAXIMUM DRY DENSITY AS NEAREST BELL TY , " MAX AX 6'8'' MAX -MAX-,- • T E o TYP. 6'8" TYP. 6 8 TYP: MAX T PER ASTM D698 WITHIN OPTIMUM T + JOINT P. M O 4/o WET OF OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. END) 1" MAX E INNER AREAS) ) LR. 1 C UTE POUR CONCRETE �E AGAINST UNDISTURBED V DIA. AP. EARTH SECTIONX-X PLAN VIEW „ C 1 8" TYP 1 MIN. CLR. I STEEL CASING' Lu CARRIER PIPE JQ- PQ- i �� CASING SPACER a - - 1 -PC. PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE LL d Q5 ,G "r`� t SEAL WI STN. STL. TOP RUNNERS O Q- J) PAVEMENT AREAS „ „ TO MAINTAIN 1 MAX CLR. O� •C , . CLAMPS APS OR e p TRUST- Q wU �`C� \5 ' b�# "PSI" 30' O - NO MAX ' Bli.r' -. `. ... •- .. • •• .. BAND CLAMP STEEL CASING ... • .... .... • ..AT SPRINGLINE 1 f . • SIQEWA(1(. NOTE: CASING SPACERS 8., WIDE BAND STA INLE SSPOUR AGAINST STEEL (TYPE 304)UNDISTURBED : 4 -RUNNER MIN. (THRU 24DIA CASING) OR 6 -RUNNER MIN. PROVIDE 4 EARTH 4„ „ 2 -42 DIA. CASING STAINLESS NEOPRENE INSULATION SLEEVE - ( ) RUNNERS AT `STL. TYPE304.8" W D D B i E BAN BOTTOM 45 BETWEEN. PIPE AND BAND W/ POLYMER RUNNERS; CENTERED MIN OR NON -CEN BELL,L E TERED, CLEAR POLYMER R RUNNER P TEE THR TBL( ) US OCK • - RESTRAINED FROM FLOTATION; INSULATED' "APS, INC., MOD9918" l OR "CASCAbE" r : _ STRUCTURAL B �i ACKFILL AREA TYPICAL HORIZONTAL �i CASING DETAIL THRUST BLOCK w2-00 [W2-03 NOTES. NOTE: MEGALUG OR 1. FURNISH AS SHOWN ON PLANS NOTE: AND ON ALL VALVE SIGN POSTS. PIPELINE GATE VALVE SETSCREW MAIN LINE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY 1. FOR MORE INFORMATION ON WATER D BLACK WARNING SIGN W/VALVE BOX T AN SEWER UNE CROSSING SEE CITY GATE VALVE RETAINER 10' 2. SIGNS TO BE CONSTRUCTED STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION WIVALVE BOX TEXT -- N (�' / + FROM 20 GA. STEEL BAKED ON 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS.2. STEEL CASING ��' +'' `t v ENAMEL FINISH. FURNISH ONE IN SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. NIN UNDISTURBED WARNING AND ONE VALVE SIGN 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. DIRT 10" U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE THE CITY ENGINEER. ABOVE THE MAIN IT ,IES INTO BEFORE EXCAVATING 24 MIN. ' CONTACT THE CITY INSTALLED AND AT OTHER . r't • LOCATIONS AS SHOWN ON PLANS. c "• ° 0 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED T WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL 1B "` ' "•' FURNISH SAME NUMBER OF WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. END OF LINE REPLACEMENT SIGNS AS FOR EACH MAIN. SLEEVE &VALVE TEE OR TAPPING - • WATERLINE CAP/PLUG YELLOW O SLEEVE & VALVE BACKGROUND 4„ INSTALLED OMITTING VALVE 9 M. J. TEE AS REQUIRED ENCASEMENT AS REQUIRED NUMBER ON VALVE SIGN OR CROSS 2l-0" MIN. 2'-0" MIN. (NOT A SEPARATE PAY ITEM) ENCASEMENT V AL V WATER LINE WATER UNE ;:::::. i .,i ' OPEN CUT OPEN CUT SHOULDER VARIES 7„ NO. LIMIT LIMIT WIDTH OF PAVEMENT 5'-0" NSLAB MIN BEDDING SAND 2' BLACK PRESSURE - WI CONCRETE WIDTH OF PAVEMENT . MIN. „ N TO BE ADDED AFTER BASIC SIGN HAS BEEN ::•:.:. , ..:.... :.. s:..; �, NOTE: PAINTED. ,.: 10. _� O DIMENSION FOR CONCRETE � WHITE .y'."-• a'•:. _ 24" 3'-0" MIN. SIDEWALK MAY pry, BACKGROUND GATE VALVE GATE VALVE 3'-0" BELOW DITCH FLOW LINE. „ BE OPEN CUT � E't VARIES WITH WATERLINE SIZE MIN. . p' MJ PLUG OR BORED AS PLAN VIEW • ,, , :. .b DIRECTED BY THE ENGINEER PIPELINE WARNING SIGN .. STEEL CASING--jy , � -fir• AS REQUIRED CARRIER PIPE i CARRIER PIPE :a2t•- aa STEEL ASING ,.,. UNDISTURBED COMPACTED 4'-p"„ VALVE IDENTIFICATION SIGN W DIRT 8' BLUE, HEAVY DUTY, WING SELECT FILL VALVE BOX AND SHAFT EXTENSION TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL ST EET CROSSING OSSING MEGALUG TX 4 X P ST 4tp" CAST IRON VALVE BOX COVER c.....> . , <.:.: : r- 6 4 CHANNELO-00 W4- ::,.. ;.• <:> ; CONCRETE SLAB PIPE : : •: ,. , ... •�,-::.:-"..... >,...::.. ,--2'X 4 X 6 CONCRETE SLAB A SELECT MATERIAL O ORIGINAL GROUND OR 6 MIN.....•;...•......:..,:.,..•;:.;,...•:..:.:..:::..::�..• ` - U :; MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF BOTTOM OF SUB GRADE OTES: .:..• •:. •,..•:..• • ,.;••.;:•: - ROCKS LUMPS CLODS 4 -0 '. NOT GREATER OR DEBRIS LARGER THAN TWO (2) :•:•• .: •;• .: �+I o INCHES THE LARGESY DIMENSION COMPACTED TO A THAN 45 1. FOR BEDD/NG AND TRENCH/NG WITHINALL EX/ST/NG BACK FILL MINIMUM OF 90% OF MAXIMUM DENSITY AS .:..• .:.••;.•..�.•..:. ..:•....•.. .. ..: >:.•::,•..'- 2 DE TER 1 E DB Y ,. PAVE O AREAS SEE DETA/LS FOR R OP EN CUT ST RE E TSASTM 0698 ((STANDARD TA MOISTURE CONTENT WITHIN Deta1/sST4-00ST4-01 ST4-02i H/SNOTEDDEST AMERICAN FLOW CONTROLTRENCH 6.DIP WIRETAINT G 9A OPTIMUM T0+4/O OPTIMUM UNDER - O-- .................:. ::.:�::.:. >.::.::'•::..•:... :::• STRUCTU AL NOTAPPLY TO STREETS BE/NG RECONSTRUCTED. UCTED.2 GLAND ATBE D ANDADAPTEROR AN ROVED EQUAL AREAS e..YARDS PASTURES, EASEMENTS AND TOA O SELECT MATERIALPLUG. MINIMUM OF 98/OF MUM DENSITY AS DETERMINED 2. EVERY WATERSTOPBLOCK12 MIN. ►1 U BY ASTM D698 (STANDARD AT A MOISTURE CONTENT WITHIN COMPOSED OFCEMENT SAND OR NAT/VEMATER/AL 'A OPTIMUM TO +4/° OF OPTIMUM UNDER NEW STREET AREAS A SELECT MATERIAL DEPEND/NG ON EMBEDMENT. BLOCK SHALL BE6FEET i O �- '` ©CEMENT STABILIZED SAND CONCRETE ?. G AND STREETS TO BE RECONSTRUCTED: /N LENGTH. NO BEDDING SAND /N THIS AREA. :� . , .. - 8,._ 12" MAX E T - e `:> a yp MANUALLY CONSOLIDATE 8"- 12" MAX. :' :( 3. ALL BEDDING & INSTALLATIONOF E S C IONA A ©( ©MANUALLY CONSOLIDATE PVC PIP SHALL rrr.rrr� :r;vrr� r.r.rrr . ° • B GRANULAR MATERIAL AT OPTIMUM MOISTURE BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS THRUST BLOCK :i " ) '''.< AT OPTIMUM MOISTURE) FOR PVC PIPE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL :: � .•`: < .. T L QUANTITIES OF CLAY QEBRIS, OR ORGANIC ':: `:. 4. ALL BEDDING & INSTALLATION O D i •• , � � •� � ; . T N F DUCTILE IRON PIPE RESTRAINED JOINT B M. J. ELL PLACED ON MATERIAL AND WHICH, WHEN TESTED EKY STANDARD" :: :': SHALL BE IN �+c NOTE: WI THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING LABORATORY METHODSREQUIREMENTS: MEET THE FOLLOWING 4 4", ACCORDANCE WITH ANSI/AWWA C150/A21.50 :.. • . COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL ° UNDISTURBED SOIL OF ASSEMBLY SHALL BE 95/° MAXIMUM PLASTICITY INDEX 15 PIPE' pip TAMPING. END OF LINE BLOCKING STANDARD DENSITY PER MAXIMUM PERCENT PASSING N0.200 SIEVE 35 O.D. ' ASTM D698 O6. RELATIVE COMPACTION SHALL BE TESTED IN THE IN-LINE BLOW OFF ASSEMBLY MINIMUM PERCENT PASSING 3/4"SIEVE X00 PRESENCE OF THE CITY ENGINEER. � `� 6" MIN.I12" MAX. PLACE METAL DETECTOR �� O.D.�MIN.l12" W3-0 0 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL TAPE ATA MINIMUM OF 24 MAX. 7� T 9 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. ABOVE TOP OF PIPE 7. DUST RESULTING FROM THE CONTRACTOR'S V V 3 _ Q � PERFORMANCE OF THE WORK, EITHER INSIDE OR NOTE: AREAS TO BEPAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED 1. EMBED COPPER LINE IN TA BRONZE INSECT SCREEN 171.y ------GALV. ELL C CEMENT STABILIZED SAND NON"•STRUC� BY THE CONTRACTOR: UNDISTURBED SOIL TO 6" ABOVE AND ON BO WIS.S. HOSE CLAMP 1 O OR. STREET T r �_,,�, AREAS' S TO 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY SIDES OF COPPER PIPE. BOTH AIR RELEASENACUUM GALV. NIPPLE-�"' 1. REMOVE AND DISCARD PAVING OR PLATING PLACED AT THE END OF EACH 2. PAYMENT FOR ,. BREAKER VALVE 1AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION RECONSTRUCTED WORKING DAY. R BID ITEM OF "AIR RELEASE VALVE VALMATIC MODEL 101 ((1) 2" METER BOX WITH I I EXIST. GRADE 4•_p•• CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 (2 OR CAST IRON LID i DETAIL, INCLUDING MAINLINE TAPPING SADDLE. APPROVED EQUAL i SCH: 40 GALV, PIPE i ;1�2` X 4'X 6" CONCRETE SLAB CI ITT . OF BR 11!]1 V 3. PIPE SIZE SHALL BE 1" OR 2" BED Q� I1 /-AFTER SLOW -OFF ,,.. DING AND .TRENCH FOR DI PI 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY I I INSTALL MALE QUICK AMERICAN FLOW CONTROL PE CX PVC P� PE The Good Life Texas S lle. THE ENGINEER I CONNECTION & CAP TRENCH ADAPTER EXIST. GRADE ; HOT -BOX POLY O OR AN APPROVED W4-02 MODEL PHRI (1 ) WITH 4" APPROVED (2-) BRASS BALL VALVE PIPE MATERIAL Z HEAT TH HEAIT OR APPROVEf� __,.,:.....•. - :.,: l Tl �l Ei�L�l. NOTES: MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AL AREAS WHERE EXISTING VEGETATION AND GRASS COVER AND BALL VALVE WATER MAIN HAyE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 4" X 3' X 3' CONCRETE PAD FOR 1"PIPE COPPER EXPOSED TO BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL 4" X 5'X 3' CONCRETE PAD FOR 2" PIPE CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS SLEEVED WITH APPROVED IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS COPPER PIPE SLEEVING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF CONCRETE BLOCKING TO LAST DISTURBANCE. BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO ) TYPE K„ COPPER TUBING DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN B Y • U M• h DETAIL W3-00 DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE 08 -01-12 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS BRASS NIPPLE 4" END OF LINE CO PLETE AND THEN REMOVED BY CONTRACTOR. , ,� f TAPPING SADDLE W/ SCALE•. N T $ CORPORATION STOP. it ALL�EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. APPROVED BLOW -OFF RISER BLOW -OFF - W. P. . ESTI BLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. AIR RELEASE VALVE &VACUUM CHECK VALVE W3-02 W3- FIGURE �I 03 W3-04 I, MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 8. THERE SHALL BE NO PIPING UNDER THE FLOOR OFTHE VAULT. MODEL FORD PART NO. L1 W1 H1 C38-23-3 DMC-CS38'-8" C38-23-12 1" x 2.625" Long 5'-0" 4'-6" 12,000 DMC-CS4 Ij4V' 8'-8" " 5'-0DMC-CS611'-0" 4'-6" 12 000 2" Meter Bushing BBIM-77 6'-0" 4'-9" 12,000 METER NUT SIZE FORD PART NO. 3/4" x 2.53/4" x 2,5" LongC38-23-2-523-2-5 C38-23-3 3/4" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-448-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 II NOTES: NOTES: NOTES: " " i e sad SS stra s CC threads Meter ni le - C38-44-`2-625 -1" 1 Service saddle SS tra s CC threads 6 Swivel nut- C38-66-2-875 -1-112" 1[J Service saddle, SS straps, CC threads ©Brass bushing IPS -1 x 3l4 Q Sery c p die, p , © pp Q p traps, Q Installed per manufacturer's recommendations. installed per manufacturer's 8 Bail valve Installed per manuf cturer's 7 Brass all thread I.P.S. -1-1 /2" 7 Meter nipple - C38-23-2-5 - 3/4" All main types: Cambridge 800 Series or Q recommendations. All main types: O recommendations. II main types' Ford S70IS90 8 Ball valve Cambridge 800 Series or Ford S70/S90 9 Meter box and lid: Old Castle meter box, Cambridge 800 Ser s or Ford S70IS90 8 Meter adapter - BBIM 66 -1-1/2" 2 corporation Stop: Ford F13 1 000-4-1" 9 Meter box and lid: Old Castle meter CI lid with Reader #36 O p p; O Q Corporation Stop: Ford FB 1000 4-1" 2 Corporation Stop: F rd FB 1000-6-1-1/2" Q9 Meter box and lid: Old Castle meter box, Cl lid with Reader #36 box, Cl lid with Reader #65 3� Service tubing: Type Kcopper -soft-1" O Service tubing: Type.K copper- -1" 3 Service tubing: Typ K copper -soft-1-112" 4 Ford male adapter - C84-44-1' 4 Ford male adapter - C84-44-1" 4 Ford male adapter - 8466-1-112" ®Ball valve 05 Meter box valve: U5 Meter box valve: Meter box valve: 5 = Ford Angle Stop - BA13-342W -1 VALVE 5A F Ford Straight Stop - BA -43-444W -1" CUSTOMER g p FV -43-666W -1-112" CUSTOMER g CUSTOMER o tr 5 -Ford Angle Sto 5A = Ford Straight StopB11-444W -1 - ght Stop - B11 -444W -1" VALVE 5A - Ford Straight Stop - B11 -666W -1-1/2" VALVE 9 9 g 8 M<. Z 8 8 6 10 3 5 3 4 3 4 5oq 6 i CUSTOMER CUSTOMER CUSTOMER H VALVE VALVE VALVE 3 8 9 2 3 $ 9 @7 9 1 38 w 4 5 6 7 g q 6 Q - o CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4" STRAIGHT OR ANGLE TAP 1" STRAIGHT OR ANGLE TAP - 1-1/211 W7-00 W7-01 W7-02 NOTES: NOTES: 1Q 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 or90 Meter adapter - BBIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP - Ford S70IS90®PPROVED EQUAL. Brass nipple I.P.S.LP.S• - 2" x 3" o � z 2 Corporation Stop: Ford FB 1000-7 (cc thread) - 2" 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE 1-112" BALL VA VE Meter box and lid: Old Castle meter Service tubing: Type K copper - cu - soft - 2" ©NSTALLED WITH THE MAIN LINE CONSTRUCTION. ( box, ClCI lid with Reader #65 SERVICE ONl) WATER 4. EXISTING METER BOXES ARE TO BE REMOVED. ® Ford male adapter - C84-77- 2" © THE NEW METER BOXES SHALL BE OLD CASTLE. METER Meter box and lid: Old Castle 12" round valve box #3RT Meter box valve:- — - 5 = Ford Angle Stop - FV -43-777W - 2 ® Ball valve — 4' MIN.— - — - - 5A = Ford Straight Stop- 811-777W - 2.. © Brass nipple I.P.S. - 2" x 6 7U Brass coupling I.P.S. - 2" VIET A -A 3 CUSTOMER D UB �i S SUC O 11 VALVE RYAN 13 3 4 5 CUSTOMER 2 13 2 11 VALVE 1 8 10 METER NUT SIZE 3/4" x 2.5" Long FORD PART NO. C38-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 ITY OF ANGLE STOP The Good Life, Texas 51e. WATER METER METER BOX METER SWIVEL 1 NUT OR NIPPLE 6 9 I A TYPE "K" COPPER PIPE DRAWN BY: C.L.M. 1-112' BALL VALVE (2 FOR DOUBLE SERVICE) SERVICE DAZE 0$ ONLY) FOR DOUBLE SE 1-112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) SCALE: N T S CITY OF COLLEGE STATION CITY OF COLLEGE STATIOhT aPPRovEo. W. P. 11 . STRAIGHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION FIGURE. W7-03 W7-04 nnn �I� SEE NOTE 7 NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS EACH SHALL BE USED ATE H MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS MANHOLE DIA. MAIN SIZE 4 FT 181n. 5 FT Z181n. <301n. 6 FT ;->361n. SEWER PIGN nnNNo e NO. AND CHIMNEY OR CORBEUCONE SECTION. H T RM A B LL W E RESSED N E HAND STD. DUCTILE IRON MANHOLE COVER # 5 BARS MANHOLE SIGN N 3. MANHOLE BASE THICKNESS AND FOUNDATION AND FRAME (30" DIA. OPENING) NOTE: (SEE DETAIL S5-02) STABILIZE FOUNDATION. FROM FLOWLINE TO RIM AS FOLLOWS: OR EQUAL - SUBGRADE. ADDITION OF CEMENT STABILIZED N DROP INFLUENT 0 PIPE OR MANHOLE DEPTH (FT.) BASE THICKNESS SAND OR GRAVEL MAYBE REQUIRED TO STD. DUCTILE IRON MANHOLE �� 3' MIN. STABILIZE FOUNDATION.. 0-12-----=------8„ COVER AND FRAME MAIN :.,.. • 12 AND OVER _ - - - - _ _ - 12" ;:;.;, ; SEWER (30" DIA. OPENING) OR EQUAL ., . : PIPE • ;. FORM SMOOTH CHANNEL TO INVERT. 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: COMPACTION REQUIREMENT MAX. 12" E NOTE 1-1 SE ( ` r, .r y 2MAX. MANHOLES SHALL BE BY CORING ONLY ::: ;'.' 12" SAND AS SHOWN SEMONA A LOCATION 2'-6" .• SEE NOTE 1 CEMENT STABILIZED " a 2'-0" PAVEMENT_ _ _ _ _ _ _ _ 98 /o STANDARD PROCTOR - ASTM D 688 0 696. _ _ _ 80 o STANDARD PROCTOR -ASTM D LANDSCAPE AREA- / 3". t i •: CLASS "A" CONC. 3000 PSI IN 28 DAYS PRECAST REINFORCED CONC. MANHOLE SECT. � 2'- " 6 • ' ,a A VARIES: :','C A - SIZE X SIZE WYE .VARI E 3" SIZE X SIZE WYE 45° BEND- ;: ::.: 45° BEND ASTM DES. C-478 ASE - BASE - ti SEE 5. NO RINGS ARE REQUIRED OUTSIDE OF VARIES STD. DUCTILE IRON VARIES1 MANHOLE COVER AND - IL NOTE. GREATER THAN 12 FEET WILL OR APPROVED EQUAL. (2 REQ D) STREET RIGHT-OF-WAY REQUIRE 2 MATS OF REINFORCING GRADE RINGS FOR SEE TABLE STEEL IN THE BASE W GRADE AS PER DETAIL 8' GREEN, HEAVY DUTY, 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED PLUG VARIES ES PRECAST FLAT -TO LID e _ BACK FILL AROUND MH a (6"AND LARGER) WING CHANNEL POST FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE DETAILS1-02-NOTE4 �.»,., ' 9" 6. MIN.. - BACK FILL AROUND m' SHALL BE AS PER NOTE 4 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED VARIES USE RAM -NECK O-RING, OR THE BASE FLOOD ELEVATION OR A BOLT DOWN S ALL BE USED WATER -TIGHT RING AND COVER H EQUAL � . MAX - S BE AS MH HALL PER NOTE 4 5"MIN. - ( SEETABLE) JOINTS VENTED WHERE REQUIRED. 912E TYPE AND INV ELEV 1 1-314" STAINLESS :..........:.. PVC PIPE SIZE EQUAL TO ,''' ,,e T - THICKNESS TYP W/ . ELBOW (TURN W/FLOW W/ MORTAR SEALANT AT ALL JOINTS 7. WARNING SIGN ONLY TO BE PLACED WHERE ' & GROUT IN PLACE) 1 ANCHORS (TYP) SEC770NA -A STANDARD CLEANOUT MATCH TOP OF ELBOW SOFFIT T TOP OF SOFFIT OF TRE 112'I�INSIDE E- • STANDARD CROSS :•.: •: '� #4 BARS, 8" O.C.E.W. - 5"MIN 24" IN. .t:. .•� 9" 247 MIN. E ENT STABILIZED SAND AS SHOWN. �I SEWER CROSSES OPEN FIELDS. _ ='t r•- a Z co STANDARD CROSS NOTE: DEPTHS GREATER / ::.. -�3 - .: vnRlEsfi „ VARIES . STEEL IN THE BASE :• ... 90 BEND .. ., 90 BEND ... .t. .,. •...,. •., .•...: "•MIN; PLUG SEE f BASE • . , ., :, NOTE : •: . 4 :•...- FOUNDATION T IFT 112 OP MANHOLE 6„ MIN, 2,_0.. INVERT = DIAMETER OF PIPE INR 31 4 YA-DROP CITYOFBRN OLE TO BE USED ON - 2 MATS OF REINFORCING STEEL IN THE (2 REQ'D) LINES UP TO 12"INST9,F BASE _ . " 24" AND LARGER- UP TO 24 A N-DROPMANHOLETO BE USED ON LINES UP TC 4"IIV SIZE CITY F BRYAN C O OUTSIDE DROP MANHOLE SHALL BE FULL DEPTH INVERTS. ONLY TTF3ENAPPROVED BYCITYENGINEER :. c. BASE _ WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. #4 BARS BENT90A AND (2 REQ'D) TIED TO WALL AND BASE. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF P NX_/ REINFORCING STEEL IN THE MANHOLE TER SEAL MANHOLE ADAPTER SEAL, D #4 BARS, 8" O.C.E.W. BASE. OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINPLACEMANHOLE PRE ASTMANHOLB STANDARD MANHOLE 31-00 ORIGINAL GROUND OR BOTTOM OF SUBGRADE .NOTES: A SELECT NATIVE MATERIAL 2• / DA S 1. FOR BEDDING AND TRENCH/NG W/TH/HALL EXISTING PAVE AREAS MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF .. „ •. ; . : •. ; .: : ' A O SELECT MATERIAL SEEDETA/LS FOR OPEN CUTSTREETS. Detalls ST4-00 ST4-01 ST4-62. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2)-; . ; '• .. ; , . ECONSTRIICTED. THIS NOTE DOES NOTAPPL Y TO STREETS BEING R" T), I LARGEST D E _ INCHESN THE IMENSION COMPACTED TO A o ELECT MATERIAL A S MAT RIA O : •• >' . CEMENT STABILIZED y C O 2: ALL BEDDING &INSTALLATION OF PVC IPE SHALL BE IN ACCORDANCE P TO ANSIIAWWA STANDARDS FOR PVC PIPE. MINIMUM OF 80% OF MAXIMUM DENSITY AS DETERMINED BY - 8" 12"MAX. 0 (STANDARD) D E E ASTM 698 A R AT A MOISTURE CONTENT WITHIN ( ) - `; © (MA UALLY SANG 8"-12"MAX F DUCTILE IRON PIPE SHALL BE IN 3. ALL BEDDING & INSTALLATION O 0 o + O OPTIMUM TO 4/o OF OPTIMUM UNDER NON-STRUCTURAL AS ie YARDS, PASTURES, ARE .. Y R RES EASEMENTS AND TO A ( ) ..CON SOLIDATE :.' AT OPTIMUM B A Y Q E `� %` ` " ' WIS C150/A21.5 .CCORDANCE TO ANSI o :. OF A 1A MINIMUM OF 98 o M X I ASD INED MUM DENS TY ETERM � TURE MOTS0 )IAWWA .�OT� :" - ! : •'/ D B MECHANICAL TAMPING. 4. COMPACTION SHALL BE ATTAINED Y M S D698 (STANDARD) T TIN BY ASTM AT A MOISTURE CONTENT WITHIN BELOW 6 O o OPTIMUM TO 4/o OF OPTIMUM UNDER NEW STREET AREAS PIPE BELL .. .. `. ; .. > 6 BELOW - 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. AND STREETS TO BE RECONSTRUCTED, O.O. (PIPE I UNDISTURBED SOIL PIPE BELL O.D. f UNDISTURBED SOIL GRANULAR MATERIAL O.O. R\ J PIPE e O O.D. I�- MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC " „ B MIN./12 MAX. PLACE METAL DETECTOR 6 MIN.112" MAX. MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE ATA MINIMUM OF 24" METHODS, REQUIREMENTS: LABORATORYM ,MEET THE FOLLOWINGABOVE TOP OF PIPE MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 NON-STRUCTZIRAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 + ARILS TO BE PAVED MINIMUM PERCENT PASSING 3/4" SIEVE 100 ARFAS OR STREETS TO BE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL _ NOT AD ERE O FO A H N P 1 TH RECONSTRUCTED C CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE & PVC PIPE 51-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM DIAMETER # 5 BARS SUBGRADE. ADDITION OF CEMENT STABILIZED 8 24" SAND OR GRAVEL MAY BE REQUIRED TO NOTE: 14 STABILIZE FOUNDATION. MANHOLE BASE SHALL BE PLACED O IR ON M SEWER F ' - SUBGRADE. ADDITION OF CEMENT STABILIZED N DROP INFLUENT 0 PIPE OR SAND OR GRAVEL MAYBE REQUIRED TO PIPE STABILIZE FOUNDATION.. N G IN EXISTING MANHOLE, PLACE PVC MAIN :.,.. • ELBOW ON BENCH GROUT NEW BENCH ;:;.;, ; SEWER TO SPRINGLINE ARD TROWEL SMOOTH. ., . : PIPE • ;. FORM SMOOTH CHANNEL TO INVERT. ........ '' '" `.. "•; ALL NEW CONNECTION AT EXISTING F F 5"MIN.::: GEMENT STABILIZED MANHOLES SHALL BE BY CORING ONLY ::: ;'.' 12" SAND AS SHOWN SEMONA A 12.. VARIES CEMENT STABILIZED " , SAND AS SHOWN 4.-�1 .; •-,::•�,• tr.;:,� ::;;5.a•:::•. 3.. 3". t i •: PLAN _ c.j VARIES `•1 . ,I+ fi 3" A VARIES: :','C A - SIZE X SIZE WYE .VARI E 3" SIZE X SIZE WYE 45° BEND- ;: ::.: 45° BEND ASE - BASE - SEE NOTE NOTE FOUNDATION STD. DUCTILE IRON MANHOLE COVER AND #4 BARS, 8'• O.C.E.W. - DEPTHS MANHOLE DAP ER SE MANHOLE ADAPTER SEAL,: FRAME (30" DIA. OPENING) OR EQUAL NOTE. GREATER THAN 12 FEET WILL OR APPROVED EQUAL. (2 REQ D) .:. REQUIRE 2 MATS OF REINFORCING GRADE RINGS FOR 8" 18"MAX STEEL IN THE BASE ADJUSTMENT TO FINISH GRADE AS PER DETAIL CITY OF COLLEGE STATION S1-02 - NOTE 1 .r ra•-• .,< cr-: ; - VLE OUTSIDE DROP MAlHO PRECAST FLAT -TO LID e TED FOR MAINLINE CO CTI ONLYALLON NNE ONS BACK FILL AROUND MH ,.•.; VARIAB (4- MIN.) ` (6"AND LARGER) SHALL BE AS PER ;:, :; 1 : 5 INCH DETAILS1-02-NOTE4 �.»,., THICKNESS (MIN) NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED " GROUT '.'"' USE RAM -NECK O-RING, OR SAND OR GRAVEL MAY BE REQUIRED TOAPPROVED EQUAL ..:.....:. STABILIZE FOUNDATION. ... PVC �� IN JOINTS - CROSS ,... I ' - - SEE PLAN OR PROFILE IPE P 912E TYPE AND INV ELEV 1 1-314" STAINLESS :..........:.. PVC PIPE SIZE EQUAL TO ,''' STEEL BANDS -1/8" INCOMING PIPE SIZE •,� THICKNESS TYP W/ . ELBOW (TURN W/FLOW ?; 518" STAINLESS STEEL 45° BOLTS W/EXPANSION & GROUT IN PLACE) 1 ANCHORS (TYP) SEC770NA -A STANDARD CLEANOUT MATCH TOP OF ELBOW SOFFIT T TOP OF SOFFIT OF TRE • STANDARD CROSS LARGEST PIPE IN MANHOLE;, ::•.: '� #4 BARS, 8" O.C.E.W. - 5"MIN 24" IN. .t:. .•� I +`•• :�.;;: 247 MIN. E ENT STABILIZED SAND AS SHOWN. �I _ ='t r•- a Z co STANDARD CROSS NOTE: DEPTHS GREATER ::.. -�3 THAN 12 WILL REQUIRE 2 MATS OF REINFORCING .: vnRlEsfi „ VARIES . STEEL IN THE BASE :• ... 90 BEND .. ., 90 BEND 6" MIN. SEE f BASE • . , ., :, NOTE : •: . 4 :•...- FOUNDATION STANDARD D OP MANHOLE _ I ATERSTOP-PIPECONX . #4 BARS, 8 O.C.E.W. DEPTHS MANHOLE ADAPTER SEAL, GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. YA-DROP CITYOFBRN OLE TO BE USED ON - 2 MATS OF REINFORCING STEEL IN THE (2 REQ'D) LINES UP TO 12"INST9,F BASE _ CITYOFCOLLEG I STA TI N-DROPMANHOLETO BE USED ON LINES UP TC 4"IIV SIZE CITY F BRYAN C O OUTSIDE DROP MANHOLE ONLY TTF3ENAPPROVED BYCITYENGINEER 52-01 _ NOTES. NOTES: NOTES: 33-114" DIA E LE ALL BE DRILLED THROUGH WALL OF 2" [51 mm] LETTERING [845mm] 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 1. 1 DIA. "STARTER" HOLES D 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE: EXISTING MANHOLE SPACED 3 APART CENTER TO CENTER. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OFA AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BOOKMAN OLD STYLE 32-3116" DIA 2. CHAMFER EDGES 314' . 2' LETTERING ETTERING [818mm] NEW MANHOLE. BY A CITY INSPECTOR THE CONTRACTOR SHALL BEGIN REMOVING es^ .��' LETTERING STYLE: 1- 9116" THE CONCRETE INSIDE THE PERIPHERAL STARTER HOLES. 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM �E BOOKMAN OLD STYLE 114 rr6mm DIA [40mm] 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. �9 (2) PICKBARS NEOPRENE GASKET DEPTH OF VOR TO A DEPTH WHERE A G000 BEARING SOIL IS 'Q� (2) PICKBARS 4-112" 4, CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF ENCOUNTERED. 5 Qi I I [114mm] y-•� MANHOLE. OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12 CC. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2„ V >< 7116 2"TOLERANCE. 51MM [51MM]', [11 mm] -t 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE, 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ® [ ] 5116 OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS `" [762mm] 8mm MANUFACTURERS REQUIREMENTS. - •S" [ ] III REQUIRED BY THE PLANS. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. crtroFeRYArI N 2-9116"T I-33-15!16' DIA---•� 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND 4. CONCRETE SHALL BE 3,000 P.S.I. [65mm] [862mm] COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7 DEPTH 6 SACK TOPPING MIX TO S+ R T �� 40-314" DIA BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING AROUND E{q/ E �,�*� RY fi' [1035mm] CONCRETE BLOCK RISERS, TO APOINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. Z 2„ 51mm LETTERING 2" 51 mm LETTERING r 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND [[ ]] [ 1 LE. FRAME SECTION 3; 0 4 BAR HOOPS, LETTERING STYLE. LETTERING STY FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. a 1 PLAN VIEW ;` Ey • 2 O.C. BOOKMAN OLD STYLE BOOKMAN OLD STYLE - 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT >y ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. EXISTING THE TING i.<;. H P PIER DIA. AS _. MACHINED SURFACE PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. SHOWN a 3-13/ r16 ON PLANS :> 32" DIA 96mm] [813 mm] „ „ 3 CLEARANCE 16mm [38 mm] 2-7/16" PIPE O.O. + 18 MININMUM • CONCRETE s [62mm ] 718" BLOCK [22mm] : a PIPE O.D. PIPE O.D. v-�isza 2-718"Q PLUS 4 + 1 m [73mm] R 1-314" 1" DIA X 4" LG µ t SECTIONA A PERIPHERAL[R44mm] R.S.H.Roo PICIEBAR DETAIL "STARTER" HOLES 1 COVER SE TION (SEE NOTE 1.) 2' MAX. 1 OPENING CREATION DETAIL NOTE: 1�TLT / 1 MANHOLE CONNECTION DETAIL ° ° CITY sPECIFIC sANITARY sEwER BOTTOM VIEW STANDARD MANHOLE V .MOLE A B LIDS TO BE USED FOR PUBLIC VARIES PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET o 0 OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. MANHOLE SECTION PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 SEWER SYSTEMS ONLY. NOT TO OF CO VER ]�111V G !AND CO V ERBE USED ON PRIVATE SEWER SYSTEMS. DUCTI , EIRON V-1432-3 54-01 38" DIA $!4" 13116" 96mm' [965mm] 1/4" (6mm DIA 30-314" [20mm] 32-114" DI NEOPRENE GASKET 2 781mm DIA. Omm "B E [ l [ IN 24 BETWEEN 819mm M N .250" •• ID OF GROOVE [ j D .18 0 1-112" CUT-OUT AN ERT AS REQUIRED REMOVE INV Q 6mm - C��Jd " "DIA 4" gp MANHOLE CONE. AND NEW INVERT FOR NEW. PLAN [ ] [5mm] 112 2-7/8" 762mm [38mm] 102mm] EXISTING LINE. NEW INVERT SHALL [13mm] 18" [73mm] [ SEWER FILL-IN BETWEEN DOG HOUSE HAVE SMOOTH TRANSITION [2�mm] FORM SHELF SLOPE AT MAIN CUT-OUT AND PIPE WITH INTO EXITING INVERT. REWORK 4" WIDE X 318" THICK STAINLESS STEEL BOLT HOLE SECTION 1-314 25 DIA. " I"/FT. NEAT AND SMOOTH. NON -SHRINK GROUT AND EXISTING INVERT AS REQUIRED. STRAP (PRIMED & PAINTED) FORMED TO II mm 1 ( mm)( �.- 32-5116 DIA -) CONCRETE BRICK AS NEEDED PERMIT SNUG TIGHTENING OF PIPE TO [ ] X 5112 1'40mm] [821mm] 1-1/2 BASE ';- MAINTAINING INSIDE MANHOLE LG STEL ROD �.-- 33-11/16" DIA [38mm] PIER (2 READ. PER PIER) MACHINE GROOVE " ;•„ . WALL SHAPE. NON -SHRINK [821 mm] GASKET GROOVE FOR ..: •: • •.:: _. _ ::...:.; ...: GROUT DIAMETER DUCTILE IRON PIPE 30" DIA .1 2" PICI�BAR LIETAIi 6 '�DIA. :._ . • 1-0 VARIES DETAIL > 114 [mm MINIMUM 3 - 2-1/2"X6"X16" WRAP WITH ONE " .. [762mm] " b mm] PNEOPRENE GASKET G L IZED S EEL ( FRAlY1ESECTION • NON SHRINK LAYER OF TAR PAPER A �/ N Z ., ::...;: ; :., •... ,;•":: •: CONCRETE BLOCKS. (TYPICAL) 2" CLR: C OR BOLj SECURD TO mm GROUT TO PREVENT BONDINGRCAL REINFORCING STEEL • •..• ,. ;..••. s: • r:•::..'Q • • ... _ .: 6„ OF GRANULAR BEDDING 1,_0„ •• SYNKO-FLEX PREFORMED NEW INVERT CITY OF BRYAN PLASTIC ADHESIVE %i:=::: MACHINED SURFACE WATERSTOP, OR APPROVED PIPE O.D� -� 2-718" J EQUAL. (SEE NOTE 3.) PLUS 18 . • > : [51Style.' ^• aa, LE1TER�ING ggTTrYIE NG [73mm] COVER SECTION Tfie Good Life, Tera #3 REBAR (1,V'LONG - I w , Bookman Old Style 2 5 m LETTE 1 G EMBEDDED AN� _- rr q R N EPDXYED INTO MANHOLE WATERSTOP - PIPECONX WATERSTOP•PIPECONX a °-� ;, ' < REDES FLUSHE"0 MANHOLE ADAPTER MANHOLE ADAPTER SEAL, w wo A . - A WALL 3". (SEE NOTE 2.) , .. " - PIPE O.D. SEAL, OR APPROVED OR APPROVED EQUAL. Q aOLG PLUS 18" EQUAL. (2 REQ'D) (2 REQ'O)11 NO X 2" LG U / T (HEX SS CAP SCREWS GE ( ) 5/8 11 NO X 2 W za N q E T &&ENARROW ZINC PLT & o 0 1 E N DETAIL SECTION VIEW VERTICAL STEEL AS PER TABLE �Q & NARROW ZINC PLT. L 'q� RUBBER WASHERS '�Tt-Ti- CITY OF COLLEGE STATION CONN CTIo ' 1 CONNECTION DETAIL SECTION VIEW. ��`" � • •:< ' ' � •:. C0 &RUBBER WASHERS �V O B.1 B.2 . ' #4 BAR HOOPS, 12" O.C. 0 1 0 51 V z 51mm GRAVITY SEWER DOGHOUSE MANHOLE4„ [51mm] 4 [ j p [102mm] ® [102mm] ® v.xaszs �Z.ow �ax '.', ° CITY OF BRYAN ST �+ �p0 POUR CCNC. AGAIN H E]r{I R Y S� o c NO T RED EART Rig 1 DRAWN BY: C.L.M. J _rnw •.. ..•,' �'.; '::." INTO HOLE � � m ..;..,:;,,,,. 2ICCB E RECESSEDLFLUSHING ()PAC S STANDARD MANHOLE TIE-IN 2" [51mm] LETTERING DATE: 08-01-12 LETTERING STYLE: Bookman Ola style PLAN VIEW BOTTOM VIEW SCALE N_ T S TYPICAL CONCRETE DRILLED NOTE: CITY SPECIFIC SANITARY SEWER APPROVED: R O V E D: W, P K. WATER TIGHT MANHOLE RING_ AND COVER I! PIER FOR AERIAL SEWER V ER LIDS TO BE USED FOR PUBLIC - SEWER SYSTEMS ONLY. NOT TO - - I BE USED ON PRIVATE SEWER DUCTILE IRON V2�c32 3 1 G U R I - - 54-02 II S3-00 53-01 S4-00 SYSTEMS. II 4, 2 2• ," 2 2 STRUCTURAL B NEAREST BELL A MAX 6'8" TYP. MAX ° 6'8^ TYP BACKFILL AREA INCLUDES ALL PAVED AREAS JOINT (TYP. V, EA. M DSIDEWALKS, STREETS, ALLEYS END) CLR. - RIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND °�' v 1 THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT 0 STABILIZED OPTION N0.2 IN , S1-01 OR EXCAVATEDco SOIL COMPACTED TO 98% MAXIMUM DRY 8" TYP 1" MIN. CLR. DENSITY AS PER ASTM D698 : WITHIN OPTIMUM TO +4/° WET OF -STEEL CASING z CARRIER PIPE • OPTIMUM (OPTION - CASING SPACER I ( N N0.1 IN S1 01) O o 1 -PC. PULL -ON WATER - o *INE JUSTABLE TOP U TIGHT NEOPRENE END R NNERS MAIN "SEAL WI STAINLESS TAIN 1 MAX CLR. >„"STEEL CLAMPS APS w -0R "PSI Of NOTE: BSTEEL CASING AND CLACASING SPACERS -RUNNER MIN. I ATSPRINGLHRU 24'DIA CASING OR 6-RUNNER,.DMIN. (24 -42 DWI E BAND STAINLESSIA. CASING STAINLESS 'TEEL TYPE 304STL. TYPE304. 8 D PROV DEWIDE BAN W/ I 4 POLYMER RU RUNNERSATRENE INNNERS, CENTEREDSOLATION SLEEVE BOTTOMOR NON CET EEN PIPEN EREO, CLEAR BELL,AND BAND _ RESTRAINED FROM FLOTATION, B/C t "5 INSULATED APS INC. MODSS18 ER RUNNER TYP QJ t OR CASCAbE Q P CASING G Q. � S NG DETAIL GENERAL NOTES. _ S5-03 -,� " 2 -0 2'-0" - Q- t .�. PAVEMENT AREAS MIN. �MACHINEBORING MIN, ALL AREAS WHERE EXISTING VEGETATION AND GRAS 5 5 S COVER HAVE BEEN BARED \ O t (TUNNELING) BY CONSTRUCTION SHA OPEN CU ) LL BE ADEQUATELY BLOCK SODDED OR HYOROM T OPE C ULCHED N UT AND WATERED UNTIL GROWTH IS ESTABLISOHED. IN DEVELOPED �, LIMIT EL PED AREAS WHERE LIMIT GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE • B/C DTH OF PAVEMENT _ :SEED � .. • • • . . EO OR SODDEb WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. t - ' . � .. • '• ' . • • :. � . • ' _ R ANCE. .:: • I •. _ ... • ... • ... SIOEWALt� APPROVED EROSION CONTROL S t MEA ORES MUST BE INSTALLED DURING THE 5 .- ENTIRE TIME THAT EARTH HAS BEEN BARED Y l STAY INP B CONSTRUCTION AND SHALL t LACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED3'-0" MIN. ' SIDEWALK MAY BE AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. l OPEN CUT OR BORED . ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AS DIRECTED BY - EVERY RAIN. THE ENGINEER STEEL CASING - ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CARRIER STRUCTURALPIPE NOTE: BACKFILL CKFI 1. FOR MORE TION O LL AREA INFORMATION N WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION R FOR WATER AND SEWER UC UNE CONSTRUCTION. . 2. S : TEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3• DRY BORING PREFERRED WET BORING ALLOWED ONLY WHEN: APPROVED E' S5 00 V BY THE CITY NGINEER. METER BOX OR STANDARD II CLEAN-OUT BOOT TYPICAL URBAN i, CITY... _ I ST RE REET CROSSINColinG S G NOTES: - S5 04 1. II FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE - MACHINE BORING II SEWER LINE CROSSES OPEN FIELDS TUNNELING BLACK (TUNNELING) 2 SG : TE SIGNS TO BE CONSTRUCTED TRUCTED FROM :SHOULD ER r ARNING 20 GA. STEELSHOULDER BAKED ON ENAMEL � .. " FINIS VARIES VARIES 10 H. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD 6" CLEAN OUT STACK CONTACT THE CITY AND AT OTHER LOCATIONS AS 5'-0" WIDTH DIP OR PVC SHO 0 H OF PAVEMENT 5 .p BEFORE EXCAVATING WN ON THE PLANS. FURNISH SA MIN. M . : FOR EARTH SE ME NUMBER OF REPLACEMENT E BEDDING AND SIGNS AS FOR EACH INSTALLED • TA TRENCH DETAIL YELLOW OMITTING MANHOLE NUMBER ON MAN _ BACKGROUND HOLE SIGN : NOT A SEPARATE �A E „ .. { Y ITEM) 3 0 BELOW DITCH FLOW LINE. MANHOLE - - - - gid.., - CEMENT STABILIZED. 7„ SAND AS SHOWN NO. „ „ 2 BLACK PRESSURE 2 CUSHION REQUIRED SENSITIVE NUMBERS CARRIER PIPE .. FOR ROCK NO STEEL C CONCRETE TO TE. ASING [[ BE ADDED AFTER P BASIC SIGN ' „ HAS BEEN 1. FOR MORE INFORMATION ON WATE 10 RMA RAND SEWER LINE CROSSING „ PAINTED NOT LESS THAN 3 SEE CITY STANDARD SPECIFICATION FOR WATER AND - yI WHITE >• ,. SE i BACKGROUND SEWER LINE CONSTRUCTION. r 1 2 .STEEL CASINGS LL BE S L HA A SPECIFIED IN THE TECHNICAL SPECIFICATIONS. STANDARD CLEAN ; 3. DRY ; " R BORING IS REQUIRED. ,. Q r { OUT OR MAIN LIN E I � SEWER WARNING AND.:.. .MANHOLE TYPICAL RU ST BEET CROSSING 45°BEND IDENTIFICATION SIGN _ S5-01 55-02 55-05 �I �i NOTE: : q NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS - 1. WHERE DOUBLE WYE SERVICE _ ELEVATION. IS LESS THAN 2'-7" w BELOW PROPOSED 2. ALL SERVICE CONNECTIONS & H E BACK OFCURB> ' EXTENSIONS ARE TO BE INSTALLED i WITH THE MAIN LINE CONSTRUCTION. z MIN. SLAB ELEV. MUST BE SET TO SEE NOTE 3 ALLOW SANITARY SEWER SERVICE. DNC. CURB & GUTTE SIDEWALK {TYPICAL) w '"`♦ 2. MARK EACH SERVICE END WITH 3. A CLEAN OUT IS REQUIRED AND � � 1 CONC. CURB SEE NOTE 5 �I WILL BE INSTALLED BY THE METAL "T" POST PAINTED GREEN. SIDEWALK CONTRACTOR E H ROW FOR TYPICAL A & GUTTER ) 3. ALL MATERIAL SHALL BE ASTM 4`' PVC EXTENSION (� _ D3034 SDR26 W/ GASKETS EACH SERVICE. CLEANOUT SHALL � SIDEWALK � � W/PVC CAP. INCLUDE A BRASS PLUG. � ----�. � ...... I 4. CLEANOUTS SHALL BE EXTENDED 4 I 1 4. ALL SERVICE CONNECTIONS & p SIDEWALK (SEE NOTE 3) C� 2.0' a EXTENSIONS ARE TO BE INSTALLED � 3.5' MAX. FEET ABOVE NATURAL GROUND. CLEANOUT 1 Oz WITH THE MAIN LINE CONSTRUCTION. SEE NOTE 1 PVC WYE WITH m PVC CAP w CAP FITTING SHALL BE PLACED ON TOP. - z AND NOTE 7 IL a..I 5. A CLEAN OUT IS REQUIRED AND 1 3.5 MAX. ) SEE NOTE 1. ) W S. LOT CORNERS SHALL BE MARKED WITH. A LAT UNDER 2 SE H N ER T E E NOT H SUPERVISION E 3 NOFA WILL ( O L BE INSTALLED BY THE PLUMBER � ) RPLS UPON COMPLETION OF I WATER LINE I AT THE ROW FOR EACH SE 1 � z _ �i SERVICE. MINA BU a � CONSTRUCTION ( RY PVC (SEE NOTE 2} 4' 6. LOT CORNERS SHALL BE MARKED WITH MI ERS L NE s< A LATH UNDER THE SUPERVISION OF A (MI 4 B�RY) 1 , O 3 RPLS UPON COMPLETION OF PVC (SEE NOTE 4) Z SEE NOTE 3 CONSTRUCTION 1 a 2.0' 2' DESIRABLE 1 7. WHEN SERVICE CONNECTION IS DEEP er O 2 PVC CONTRACTOR MUST PLACE A VERTICAL y ,' (SEE NOTE 2) Pj,A j�% STACK THAT SHALL BE BROUGHT WITHIN 2'0 2 DESIRABLE E 5; 3-112 FEET BELOW NATURAL GROUND. _ 10 2.0 2' PVC + (SEE NOTE 4) `--- 2.0 STD. 450 PVC BEND TEE WYE SERVICE FITTING ° �-....-�... � SEE NOTE 5 �. STD. 45 PVC BEND »>z W TYPICAL ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/S BEND) TEE WYE SERVICE FITTING ►-a STD. PVC COUPLING W/GASKETS 1.0%MIN. (� ASTM D3034 SDR26 PIPE SEWER WYE AND ► ALLOWABLE PIPE IS NOT TO BE PLACED SEWER LINE ( 1l8 BEND STD. PVC COUPLING ° O TAPPING AREA HORIZONTALLY) L W/GASKETS (�1.0 /° MIN. ALLOWABLE (PIPE IS NOT TO BE PLACED SEWER LINE PLAN TAPPING AREA HORIZONTALLY) PRorILE _ o PROFILE _i BOTTOM LIP O C - ' F ONNECTING .CITY OF BRAYN PIE E SHALL NOT DIP BELOW H CENTERLINE OF MAIN. (I CITY OF COLLEGE BOTTOM UP OF CONNECTING G STATION SEWER SERVICE LINE CROSSING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. SEWER E 56-00 SERVICE LINE BOSSING 3 S7-001 TO BE LOWERED TO FINAL -NOTE: O R -O -W OR EDGE GRADE ATTIME OF _ z OF EASEMENT PLUMBER'S TIE-IN 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, ., R -O -W OR EDGE OF EASEMENT 4 PVC EXTENSION 1 TO BE LOWERED v ww MIN. SLAB ELEV. MUST BESET TO W/PVC CAP _ _ R -O -W OR EDGE OF EASEMENT R O W OR EDGE W TO FINAL GRADE wH ALLOW SANITARY SEWER SERVICE. _ aw AT TIME OF rn O (SEE NOTE 3) OF EASEMENT R z PLUMBER'S TIE-IN "v w w I4 --VARIES z 2. MARK EACH SERVICE END WITH 2.0 1 -VARIES 2, -� twnp �TC�TCT METAL „T„ POST PAINTED GREEN. - VARIES z PVC WYE WITH w �--- - 3. ALL MATERIAL SHALL BE ASTM PVC CAP a 0.1 ; ALLOWABLE - D3034 SDR26 W/GASKETS O W VARIES ,.,. , TAPPING AREA :r'.;;;•.:;• (SEE NOTE 3) i �Z 4 3.5 MAX. n J c ri .*,!!\ ././�\/l`. i7\\/;'� (SEENOTE1 4. ALL SERVICE CONNECTIONS & ;. AND NOTE 6 EXTENSIONS ARE TO BE INSTALLED ) SEE NOTE 3 1 WITH THE MAIN LINE CONSTRUCTION. 3.5' MAX. BENDS TO BRING 03 (SEE NOTE 1.) _ STACK VERTICAL - S. A CLEAN OUT IS REQUIRED AND z N i TYPICAL 45° BEND WILL BE INSTALLED BY THE PLUMBER 1 PVC (SEE NOTE 3) I CITY 1 OF Bl\ l A V ( ) I O A E (MIN. �I BorroM ur of CON PLAN TEE WYE SERVICE Z T TH ROW FOR EACH SERVICE. The Good Life, Teras S[yle. PIPE SHALL NOT DIP BELOW FITTING(SEWERTEE) 1 w 6. WHEN 1 ° CENTERLINE OF MAIN. I PVC (SEE NOTE 2 W H N SERVICE CONNECTION IS DEEP 4 STD. 45 BEND (MIN. 1% SLOPE; CONTRACTOR MUST PLACE A VERTICAL. � 1 STACK THAT SHALL BE BROUGHT WITHIN SEE NOTE 5 w ~O 1 TACK VARIES 3-112 FEET BELOW NATURAL GROUND. '� IN HEIGHT � z NOTE: m PLAN 2.0' w W 1. ALL MATERIAL SHALL BE ASTM p 1w- PVC SEE NOTE 3 uwi 2.0 p VC (SEE NOTE 2) O (° ) z D3034 SDR26 WI GASKETS (MIN. 1% z (MIN. 1 /° SLOPE) STD. 45 BEND w 2. ALL SERVICE CONNECTIONS & w w BENDS TO BRING w �� TEE WYE SERVICE EXTENSIONS ARE TO BE INSTALLED TEE WYE SERVICE FITTING (SEWER TEE) TEE WYE SERVICE STACK VERTICAL FITTING SEWER WITH THE MAIN LINE CONSTRUCTION. (TYPICAL 45' SEND) : FITTING ((SEWER WYE AND 118 BEND; PU LNG BLE WYE AND 1/8 BEND 3. A CLEAN OUT IS REQUIRED AND - ROTATE AS NEEDED) TaPPINcaREA ) WILL BE INSTALLED BY THE ST ,s ,s CONTRACTOR AT THE ROW FOR ANDARD CONNECTIONPROrILE EACH SERVICE. CLEANOUT SHALL STANDARD CONNECTIONPROFILT DEEP C N INCLUDE A BRASS PLUG. DEEP CONNECTIONPROFILE O NTCTIONPROFII,E 4. CLEANOUTS SHALL BE EXTENDED 4 (i DRAWN BY: C.L.M. FEET ABOVE NATURAL GROUND. CLEANOUT CITY OF B1�A 1 V CAP FITTING SHALL BE PLACED ON T DATE: 08-01-12 OP. `-BOTTOM LIP OF CONNECTING SANITARY SEWER SERVICE CONNECTION PIPE SHALL NOT DIP BELOW ITY OF COLLEGE STATION SCALE: NTS CENTERLINE OF MAIN. - . ANITARY SEWER SERVICE CONNECTION APPROVED: W. P. S6-01 FIGURE 57-01 I , SHEET 2 OF 2 NOTE: IT NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 1" MIN. TO SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T,'S AND #4 BARS @ 18 O.C.E.W. 6" MAX. 40 APART AND AT ALL RADIUS POINTS, P.T. S AND P.C: S. TYPE "B" CONTRACTION JOINT4 IN CURB & (MID SLAB) _ �• .•�,�, P.C: S. TYPE "B' CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM 6" GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. DISTANCE OF 10 APART. . ERS SECTIONA A 2" 3„ 24" 6"T -L #4 BARS @ 18 C/O 24" 114.. 6„ 15„ 3„ 24; R W E re 12" 12" 3" A 1r A _ E 114"R � VARIES r 11 " 4 314R 1/4R 12" 5' a 3,. 4 V„ y �O to 6 6112” ? Q 10-112"314"R �� 3„ • _ #4 BARS 'P , . I: E : ` (L Al 1-112" a1„ 6„ 2 3 2 E „ Q 3" „ G - _ — #4 BARS CONTINUOUS 4"_ AND 3" CLEAR TYP. • #4 BARS DOWELLED IN CURBS - 0 = 3t4" X 18" SMOOTH ... ; :.;.,;:.;.,.:•:-. • : •; :::.•:.. .............. DOWELS XPANSIONDETAIL I -TYPE "G" EXPANSION JOINT E 24" LAY DOS .TYPICAL COMBINED _ s GUTTER SECTION CURB & GUTTER SECTION STI -00 ST1-01 ST1-02 ALLEY PAVING NOTE: NOTE: 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE ST 1-06 TYPE "G" EXPANSION JOINTS IN CURB & GUTTER T AND LL BESPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40'APART AT ALL RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS, P.TG. s AND P.C. TYPE B CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED T A MAXIMUM GENERAL NOTES. JOINTS IN CURB &U'T'TER SHALLL A BE SPACED AT A MAXIMUM DISTANCE OF 10' APART DISTANCE OF 10' APART AND GRASS COVER 2. PIPE EXTENDED 1"-2" FROMBOC TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATIONU TELY AND TIED IN PLACE BLOCK SODDED OR HYDRHAVE BEEN BARED BY OMULCHED AND WATERED ON SHALL BE UNTIL #4 BAR (TYPICAL) 112" CHAMFER` GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS- - 24" LAST OBE BES ED R SODDED WITHIN 14 CALENDAR DAYS OF g" 15" APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED a ' • ° a d �' DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 24" CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 8" h ' e ` ' : • h • a ' , ` VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS • a • ,COMPLETE AND THEN REMOVED BY CONTRACTOR. ' .' , <; h ' <: • h '. . '� . i <:. a, 3 114"R ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF • �� 8,. SILT AFTER EVERY RAIN. e ALL TRAFFIC SIGNALS AND APPURTENANCES AND ALL PAVEMENT 1/4"R 1' DIA 3 DANCE WITH TXDOT D E LL BE CCO{i 12" T. MIN 1)2% � °� 6" MARKINGS AN MARKERS SHA IN A 24" - STANDARDS SLOPE 1/4"R 4" 12" -- ---- -- REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR •� !� 6" 5-314" ADDITIONAL LOCAL REQUIREMENTS. 2„ 3" 3., 3„ 2„ 3"�f 0. 6.3/4" 28 -DAY CONCRETE 2" 3" 3 " 2„ STRENGTH=3500 psi. 4 3" . 4., 3" • • _ #4 BARS = 44 BARS TYPICAL j%J = 3/4" X 18" SMOOTH = 3/4" X 18" SMOOTH EXPANSION DOWELS � EXPANSION DOWELS RIBBONCURB RB TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB STI -03 ST1-04 ST1-05 (TYP) 1181, SEAL WITH JOINT MATERIAL 3" CURB - e #4 BARS 18" E C.C. >. 'a D • THE REBARS AT E 8" MIN. ERY • . , P •DINTERSECTION S >• HALL BE iV . � TIED 100 PER CENT N 314" DOWEL BARS m METAL KEY WAY PLATE DEFORMED TIE BARS #4 X 18",18" O.C. g TYPE .,G„ JOINT 11 D v SEE DETAIL TYPEIID m _ v m LONGITUDINAL JOINT m LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED Z ca w TYPE „0:, JOINT �#4 TARS 18" LONG SEE DETAIL TYPE "G"JOINT SEAL WIEXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 314" 0 X 1818" O.C. O'MAXIMU TYPE "B" JOINT COATED WITH HEAVY (TYP) 1/4" R 3/4" GREASE) D, ° .. .,• D . a. CURB 8" MIN. TYPICAL JOINT & REINFORCEMENT LAYOUT RECYCLED MATERIAL, 3/4" THICK AS MANUFACTURED NSIDE DIAMETER TO BE 1116" GREATER LONG METAL OR PLASTIC CAP I , FOR CONCRETE PAVEMENT BY J.D. RUSSELL CO. OR N APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM THE END OF BAR. NOTE: rIEE1►(� i► EXPANSION JOINTS AS SHOWN AND AT <T EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT 60' CENTERS. CURB EXPANSION & CONSTRUCTION JOINT VARIES CONTROL JOINTS SHALL BE AT 10'CENTERS. TYPE .,B„ JOINT (TYP) 5 Qp9� LONGITUDINAL JT. @ 900 TO CHORD OF RADIUUS (TYP) cyo • o 1.•g„ 314' TIB„ (TYP.) TYPE "0" JOINT _.._.. SAWED OR FORMED, SEAL (TYP.) w WITH JOINT MATERIAL. '� 1-5 18 _ SEALING NOT REQ'D IN i_ a °• d. CURBS ¢ 3/8" R Fl/8" TO 3/16" 3/4" o 1-112 TYPE "G" JOINT AT ALL > RADIUS POINTS AND 314., MAX. DISTANCE OF 300' ON TANGENTS a METAL KEY WAY PLATE 6" MIN. D BACK OF CURB TYPE "B"JOINT TYPE "G" JOINT AT FUTURE #4 BARS, 18" O.C.E.W. EXTENSION OR AT PROPOSED WORK (TYP) TYPE "B" CONTRACTION JOINT TYPICAL.TOINT LAYOUT AT CONCRETE INTERSECTION ST3-00 TYPE "G" EXPANSION EXISTING CURB & GUTTER I JOINT. ELEV. + TO RE REMOVED E KEEP 6" RISE TO TYPE "G" EXPANSION w NOTES: w TIC ELEV. = 3" MATO PROPERTY LINE �� JOINT. ELEV. + MAI . ILOF T/C ELEV. = 3" O� CURB RETURN RADIUS + 2' CURB RETURN RADIUS + 21 - ¢ 1. IF THERE IS A VALLEY O H KEEP 6 RISE TO EXIST TNG GUTTER I 2' I-> GUTTER, THEN TRANSITION ¢ z� CURB RETURN RADIUS 1'-6" CROWN AT VALLEY GUTTER 1-> CURB RETURN RADIUS 1'-6" MATCH ILOF . PROPERTY LINE � EXISTIN@ PVMT. I EXISTING GUTTER 1 � 4" Om ac) TO FULL CROWN IN 50'. �_ ACCESSIBLE ROUTE MIN) 'All 'i( � E T __- _____ _ EXISTING ! 4" (4' " „ E ACCESSIBLE ROUMIN. 2. TYPE G EXPANSION act ) (OPTIONAL) IN CURB &GUTTER SHALL BE (OPTIONAL gTJOTE SPACED AT A MAX. DISTANCE OT PVMT. '��Ij 3 RISE TE 3 _FOF 40' APART AND AT ALL NOTE 3 -► . - NO RADIUS POINTS, P.T.'S & P.C: S.� fVOTE �- 6" --- ----- -�C EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" I (28 -DAY CONCRETE STRENGTH ACTION .,r --T' TYPE "B" CONTRACTION = 3000 psi)Wl #4 BARS ((&� 18 SPHALT APF�ONS WIO �- JOINTS IN CURB & GUTTER g" 1-114" SHALL BE SPACED AT A MAX. 3" RISE p S E 4" DEFORMED TIE BAR O.C.E.W. DRIVEWAY A RON HALL B EXISTING MIN (28 -DAY CONCRETE STRENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE DIST NCE OF 10 APART. TYPE "D" LONGITUDINAL o q TYPE "D" 1-114" 3. 2 /o MAX SLOPE. BASE = 3000 psi) W/ #4 BARS A 18" TO CONCRETE TO ALLOWEDON OPEN DITCHED O.C.E.W. ASPHALT APRONS W/O CONCRETE PAVEMENT STREET SECTIONS ONLY. V� JOINT LONGITUDINAL JOINT 4. 5' MIN TRANSITION TO LAY DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY 4 DOWN CURB BEGIN AT P.T. SECTIONA A SECTIONA A , #4 x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHED TO CONCRETE TO STREET SECTIONS ONLY. SLi'CTIONA A CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION ONLY i� WIDTH SECTIONAA SIDE STREET ff=LAYDOWN CURB - ,,G„ V� TYPE EXPANSION JOINT A y 9PNP�� p` PROPERTY LINE 6" THICK CONCRETE L/ *MAINTAIN 2%MAX (28 AY STRENGTH = CROSS SLOPE NOTE: RAMPS ONLY WHEN 3500 PSI) WITH #4 BARS POINT OF A THE LONGITUDINAL SLOPE IS - --=--- AT 18" O.C.E.W. WITH CURVATURE GREATER THAN 1:20 RAMPS DOWEL INTO EXISTING SIDEWALK 6" LSSB TO 2' BEYOND SHALL COMPLY WITH TAS (VARIES) WITH #4 BARS @ 18" O.C. BACK OF CURB REQUIREMENTS BACK OF CURB RETURN CURB TO HAVE A ROLL FACE DIMINISHING T RADIUS POINT EXPANSION JT. & I 25' RAD. (MIN.) i 111 -I -H SMOOTH DOWEL BAR I TYPE "D" SIDEWALK * a 112" 0 X 16", WITH CAF'' i -i -I i i 12" O.C. COATED I LONGITUDINAL S (( I JOINT ACCESSIBLE RAMP WITH HEAVY GREASE) �E 5' R. MIN. B B �* (MIN.) ACK OF CUR (SEE RAMP DETAIL) _ I ACCESSIBLE ROUTE NEAT SAW CUT SAW CUT ! 1, NEAT SAW CUT A /EXISTING i -POINT OF I / TANGENCY ,. .. * oTO TYPE G EXPANSION JOINT CURB& GUTTER 2/o MAX CROSS IONI I • • -_ '•• ••MAINTAIN i SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED ** EXISTING SIDEWALKS A MIN. OF 4' BEHIND BACK O� CURB RE S� (�' EXPANSION JOINT (TYP.) SEAL WITH APPROVED EXPANSION JOINT MATERIAL MAY REMAIN IN PLACE. A W Y ID DRIVEWAY RESIDENTIAL � OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE r APRON ST2-00 - ST2-01 w w A Ix > E "0,. TYP EXPANSION JOINT. H J w � E U DRIVEWAY SL O P RIE S1 -114 Pr ELEV. TIC ELEV. - 3" EXISTING CURB & GUTTER TO BE KEEP 6" RISE TO I — TYP E "G" EXPANSION JOINT `�-� I / VA REMOVED PROPERTY LINE - - s PROPERTY LINE - - F'(' IN. MATCH ILOF I' - DRIVEWAY WIDTH �.APPROX.12" ARIE 1 E R EXISTING UTTER 1 I g. 1t< ( EXISTING PVMT. i � * ° MAINTAIN /o I A IES 6" I _ 2 MAX CROSS SLOPE I RETURN CURB TO HAVE C DIMINISHING A ROLL FACE DRAINAGE CULVERT A - AT RADIUS POINT (MIN. 18" DIA. RCP PIPE) - ---------- PROP RTY - - —{— - - - NE SECTIONA A - i 3I gE I EXISTING BASE MIN. 25 MIN. R. -\REMOVE CUR TYPE "D" AMBULATORY RAMP LONGITUDINAL SLOPE 1:12 MAX DRIVEWAY APRON SHALLTHRU RAMP JOINT NOTE: DEFORMED TIE BAR BE 6" (28 DAY CONCRETE STRENGTH psi --------- #4 X 18" O.C. ------ ---- T 1. LENGTH OF DRAINAGE PIPE FOR --EDGE PVMT. DRAINAGE -/0 RESIDENTIAL DRIVES IS 36' MAX&.GUTTER WI #4 BARS ((1� 18" O.C.E.W . FOR TYING NEW ASPHALT APRONS W/O CURB SIDEWALK --L,, _ _ CONCRETE T EXISTI G _ _ _ N SHALL ALLOWED _ ! _ _ _ _ � - _ _ _ _ _ _ & 20' MIN.. CULVERT _ _ _ _ _ _ CONCRETE PAVEMENT ON OPEN DITCHED STREET ONLY N I 2. -ALL DRIVEWAY PIPES WITHIN --gyp-STREET' SECTIONS ONLY. NEAT SAW CUT AT I SAW CUT ROW MUST HAVE CONCRETE _ _ SLOPED END SECTIONS A SL E O PROVED s.1 SLOPE) OR QUAT. SECTIONA A I "G" A CURB & GUTTER TO 1' TYPE NEAT -/EXISTING WAY ENTRAN ICAL DRIVE CE EXPANSION JOINT = COMMERCIAL SAW CUT BE REMOVED. REPLACE STREET SURFACING AS NEEDED DRIVEWAY WITH CULVERT ST2-02 ST2-03 14 BARS, 18" O.C.E.W. STRENGTH CONCRETE FLEX BASE MIN. 6" HMAC psi I p BORING OF STREETS FOR (TYPE C OR D) T EXISTING SEAL COATI HMAC DOWEL # g" INTO EXIST. ',B RS 16" LG. PVMT.), ' EXISTING UTILITY PIPE IS THE CITY GRAVEL STREET 6 STANDARD. OPEN CUTTING SAW CUT 18" D.C., COMPACTED CEMENT STABILIZED SAND OF STREE CITY Y EXISTING CONCRETE --\6" OF THE 0 0 0 0 .o., o o.o.• c •c. o e• c APPROVALSTREET c ENGINEER ONLY. SAW CUT COMPACTED CEMENT 12 VARIES ACTED CEMENT- �?�' �.' � � :: -COMP EM "� 12 STABILIZED SAND OR STABILIZED SAND LEX BASE 12" F A jt12"3 TION R TO HMAC SPECIFICATION REFS MA E (FICA Lr='••• -�I 2,. 1 12' o.o. FOR LIFT AND COMPACTION REQUIREMENTS BORING OF STREETS FOR L E S E CI UTILITY PIP I THE TY '` •.:` �\?%�� 6" STANDARD. OPEN GUTTING SEE BEDDING DETAIL FOR SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE OF STREETS SHALL BE BY APPROVAL OF THE CITY APPROPRIATE PIPE TYPE UNDISTURBED SOIL ENGINEER ONLY. UNDISTURBED SOIL-/ —�1 VARIES VARIES BORING OF STREETS FOR SEE BEDDING DETAIL FOR UTILITY PIPE IS THE CITY1� UNDISTURBED SOIL-/ APPROPRIATE PIPE TYPE OPEN('�T T C lJ T T T � � T O PEN C V T SEAL COA r(� STANDARD. OPEN CUTTING l OF STREETS SHALL BE BY / ENGINEER OF CITY VARIES ONLY. OPEN CUT CONCRETE STREET GRAVEL STREET VERLAY STREET O S _ ST4 00 ST4-01 ST4-02 100' ROW RESIDENTIAL COLLECTOR 40' 40' SECTION SECTION - —16' 16' PAVEMENT 24 30 16' UTILITY WIDTH 14' 4' 16' UTILITY EASEMENT 12' - -1 R.O.W WIDTH 70 100 (SEE NOTE 1) W EASEMENT w SEE NOTE 1 ( ) O NOTES: G� 2" HOT MIX STD. RIB ON CURB w z - = ASPHALTIC c 1. RURAL SECTIONS WILL NOT REQUIRE 16'. a¢ CONC. PVMT. U EASEMENTS PARALLEL TO ROW WITHIN 0 112"1ISLOPE-► iSi ! CITY p 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL """"" \\.� MV/A1 FOLLOW COUNTY SPECS AND STANDARDS MIN. 4" HMAC BASE OR 6 CRUSHED 6" COMPACTED M STABILIZED SUBGRADE LIMESTONE BASE (98%STANDARD A MOIaTURE ASTM 0-698 AT CONTENT BETWEEN 0 AND +4% OF OPTIMUM TYPICAL RURAL ROAD RIBBON C URB SECTION II ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. S. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" I ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. 2. FOR SUBGRADES WITH PI > 15 AND %PASSING THE #200. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE 28 DAY STRENGTH = 3500 PSI), I � ) SIEVE >_- 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED 3. FOR SUBGRADES WITH PI < 15 AND % PASSING THE #200 SUBGRADE IN ACCORDANCE WITH THE BICS UNIFIED DESIGN SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R -O -W (SEE NOTE 1) 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. VARIABLE BtC TO BIC (SEE NOTE 1) � VARIABLE R -O -W (SEE NOTE 5) _� R R VARIABLE BIC TO B/C (SEE NOTE 5) SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 5' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I I R ( SEE 6' CONCRETE 6" REINFORCED SIDEWALK DETAIL CONCRETE (28 DAY MONOLITHIC CURB SEE5'CONCRETE SIDEWALK DETAIL TYpE "D"JOINT 500 PSI) STRENGTH = 3850 �c 3%SLOPE -.-.�► ....._ . - 3% SLOPE —► MIN. 4" HMAC BASE ( o LIMIT OF MEASUREMENT —� 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE /o STANDARD LIMIT OF MEASUREMENT 2' #4 BARS(� 1$" O.O,E.W. FOR ROADWAY EXCAVATION I ° s" COMPACTED STABILIZED SUBGRADE 98 /o STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN ET FOR ROADWAY EXCAVATION o ASTM ATA MOISTURE CONTENT BETWEEN BASE (95/o MOD. ASTM -01557) (MID SLAB) &STABILIZATION 0 AND +4% OF OPTIMUM) -. AND STABILIZATION (LOCA STREETS) 0 AND +4% OF OPTIMUM. TYPICAL STREET SECTION EPICAL STREET SECTION ` ASPIL4MC CONCRETEPA VEAMAT ST4-04 REINFORCED COXCRETEPAVE4MVT ST4-05 DRAWN BY: C.L.M. DATE. 08-01-12 SCALE: A T S APPROVED: W. P. K.� FIGURE: 'i SHEET 1 OF .I : I j P'�®9 V� 4 i� V� DRAWN BY: C.L.M. DATE. 08-01-12 SCALE: A T S APPROVED: W. P. K.� FIGURE: 'i SHEET 1 OF CROSS SLOPE NOTES: 2% MIN, 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BICS UNIFIED DESIGN GUIDELINES. - CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES PE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH: EXPANSION JOINTS DETECTABLt GENERAL NOTE S: GENERAL NOTES: CROSSSLOPE z WARNING SURFACE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC LOPE SIDEWALK @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. CONTROL DEVICES AT CONTROLLED INTERSECTIONS. CROSS S ° ° o MAX. 1% MIN. J � THESE DEVICES IDE 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING I. A S OPER ARE MAXIMUM 103Y ABLE, to 4% 2/ 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK DRIVEWAY INLET BOX CURB JUNOTION BOX, ETC.) O IDENTIFY THE APPROPRIATE LOCATION 04LF_11 F• THE LEAST etre ( I--�F= LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY E-- WITH #3 x 12" BARS @ 12 O.C. OR #4 x 12" BARS @ 18" O.C. ww DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD B PAVE s� _r f^rt ` •r U WELL AS INFORMING DRIVERS WHERE PEDESTRIANS E USED. ADJUST CURB RAMP LENGTH OR GRADE PAVEMENT CURB n.. • v%Awr> �` L+ ° w>w MAYBE PRESENT. NOT ALL LOCATIONS NEED HE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST OF APPROACH : %. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98 /o OF MAXIMUM DRY DENSITY AS o Q T ( ) SIDEWALKS AS DIRECTED. w DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 STAND - ° _ w I CROSSWALKS MARKED; HOWEVER TYPICALLY CONTRAST VISUALLY WITH ADJOINING SURFACES, a (STANDARD) AND SHALL BE 0 4/o WET OF THE OPTIMUM MOISTURE CONTENT ao INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM cn trr p COLLECTOR AND ARTERIAL STREETS DO. AS STATED o 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRESIDEWALK. a :1i`."`•d`• ':•O Gi ':': " 4 MAX. IN THE TMUTCD AN ENGINEERING DARK REO DETECTABLE WARNING SURFACE ADJACENT TO 2/o SLOPE IN ANY DIRECTION. z LENGTH OF A...D, ..•4.d.. , RING STUDY SHOULD BE UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE o �I a q z :,o.a::d:4;o..:4:.�; AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT d5 itr °j;.Q;" b: LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SEAL WITH EXPANSION SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN N NOTE: JOINT MATERIAL SMOOTH DOWEL BAR THE CITY OF BRYAN'S PREFERENCE F 2• DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 112"R1 X 18" 12" O.C. CROSSWALKS IS THE LONGITUDINAL (OR LADDER" RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. REQUIREMENTS - BERMS MAY BE REQUIRED ! 114 R COATED WITH HEAVY � STYLE). THE CITY OF COLLEGE STATION'S 3. ALG ll w ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND OUTSIDE OF THE SIDEWALK. 3i4 (COATED PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING CURB RAMP IS ° 31-01, MIN. HOWEVER, IN THE NORTHGATE AREA ADJACENT TO NT RING THE STREET. 2 /o. 5'-0„ VARIES-� 6"MIN. FACE OF 10 MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 41NDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY u a 4" ° 1 PEDESTRIAN CROSSINGS, THE LONGITUDINAL OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY L E- 2/o MAX. " ( Y WA K ACROSS " "LADDER" STYLE IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS �"'"-'�� -en �• .Y ' *'•• � � � pr ,,..>.. � THESE PREFERENCES WILL BE ALLOWED ONLY WITH PLANTING OR OTHER NON -WALKING .-.. ., __�................... � to o a '�--• , , _..,, SURFACE OR BECAUSE. q Sltl Aor TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF THE SIDE APPROACH ISS BSTANTIALLY OBSTRUCTED. "� '. !t� • ew -� ty s ,r RECYCLED MATERIAL, 112 ; ,,:. • • • - U 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL din a °ik (�n THICK AS MANUFACTURED SEE NOTE 4 " AND EXTEND OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24 D THE FULL WIDTH OF THE CURB RAMP OR D LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RA • Slo � BY J.D. RUSSELL CO. OR Z3.ONG METAL OR PLASTIC CAP, INSIDE WIDE AND 8 FEET IN LENGTH SPACED 48 -INCHES MP LOCATION, e 4 APPROVED EQUAL DIAMETER TO BE 1/16" GREATER -THAN APART. THE TRANS THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE 8 VERSE MARKINGS SHALL CONSIST MAY E '9s FOUND IN THE CURRENT EDIT i6 , r > r , .• t. DIAMETER OF DOWEL BAR. CAP MUST #3 BARS 2" - OF TWO 12 INCH WIDE LINES SEPARATED BY 6 FEET ION OF THE TEXAS h „ @ 1 O.C.E.W. OR 28 DAY CONCRETE - 6. DETECTABLE WARNING SURFACE SHALL E L E a m r BE LONG ENOUGH TO COVER 2 OF _ SW2 OO OF UNMARKED PAVEMENT. S S A B OGAT I SO ACCESSIBILITY STANDARDS TAS AND 16 TAC 68.102 /� • r> #4 BARS @ 18 O.C.E.W. STRENGTH = 3000 PSI EMENT. ALL CROSSWALK PAVEMENT THAT THE EDGE NEAREST THE CURB LINE A MINIMUM O (TAS) DOWEL AND HAVE STOP SO END OF MARKINGS SHALL ALWAYS MEETTxDOT S SPECIFICATION .. IS M F r 4 THICK MIN. P 6 AND A MAXIMUM OF 10 FROM THE EXTENSION OFT E 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN CAP IS I" FROM END OF BAR. (EE ) FOR E 1 MARKINGS UNLESS OTHERWISE APPROVED PER TAS $ FINISH NOTE z FACE OF CURB. DETECTABLE WARNING SURFACES MA BE SHOULD BE A MINIMUM OF 5' WIDE. MEOIAIJS SHOULD BE LANDING BY THE CITY ENGINEER. .:ter:' c. >>ri~• x. ,. , STANDARDS . Q Z CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR O ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRI ED ALONG T r� mw CAN BE FOUND IN THE TMUTCD. POLYMER `'n xrP.�TTt rYhEXPANSION l .ONG 1 STREETS TS w>U COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND LOCAL SIDEWALK I+ X Al V SION AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE wmw CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, E }� � IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK o l -a STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE SIDEWALK REQUIREMENTS DETECTABLE WARNING SURFACE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE K SLOPE RE lJ IREMENTS & CONSTRUCTION IN (DOMES TO RUN PARALLEL TO RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL CI20SSWALKS, OR AS Q SW1-00 � JOINT e " PEDESTRIAN TRAVEL) STRIPING. DIRECTED BY THE ENGINEER. 4 MAX 9. EXISTING FEATURES AND USUAL R THAT COMPLY WITH TAS MAY REMAIN 4"x4"x3/16" STRUCTURAL STEEL TUBING 3'-0" MIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 6' 0" VARIES --I ::• : , •.... SAWED OR FORMED, l _ 4..�+.;cs..q,�:ac#,S�..d.. 10. HANDRAILS LS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE 8' O.C. MAXIMUM 8' O.C. MAXIMUM 12" O.C. z p:o �k o:d:o.n:o:Yt: 118 TO 3H6 SEAL WITH EXPANSION -� 4 _ ... SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ° E ROUTE CROSSES JOINT MATERIAL, MIN. 4- 2/o MAX. a :o.,n:.o, at;o:b • (TYP.) PENETRATES A CURB. T ( ) 5„11 11 11 3f8 R i 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT ,,.. SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR :.;,.•,: SEE NOTE 4 BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 50" FACE OF - 10" MAX 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS T #3 BARS @ 12" O.C.E.W. OR, 28 -DAY CONCRETE _ CURB CONNECT TO THE STREET. 04 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI TYPICAL PLACEMENT F 13. ° 4(4 THICK MIN. O DETECTABT FLARE SLOPE SHALL NOT EXCEED 10/o MEASURED ALONG 61- o.c. SIDEWALK SEE FINISH NO�E CURB LINE. 4"x2"x3/16" STRUCTURAL STEEL TUBING CONTRACTION JOINT WARNING SURFACE ON SLOPING RAMP RUN 4"x4"x3118' STRUCTURAL 1 "x1"x3116" STRUCTURAL STEEL TUBING STEEL TUBING SW2-01°� ALONG MINOR COLLECTORS SEE CONNECTION DETAIL SWEEP SAND _ MIN 8" INTO ALL JOINTS „ 2., ,. (GENERAL NOTES (PAVERS) T� / v �.{.�.{ 1/8 4., MAX 24" - AND LC11\(.TER I i I � I FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL CONC. SIDEWALK REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO gT. ° 3-112" 2.3/8 -� UNIT BASKET WEAVE PATTERN OR AS DIRECTED. ZYP'ICAL PEDESTRIAN ":... . • • 1/2" DIA. BOLT z LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNI S .,.. ¢ z 5'x5' CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT ' ' .� �.... ., :.. w.,.:Y. •4 .. .,, 4" � O LANDING �• Q z -� 1 GUARD]ZAIL CONNECTIONDETAIL ~w1= 0000 O DETECTABLE WARNING PAVER UNITS USING A POWER SAW. . <. ' o - p•: ACCEPTABLE G¢w 4,• 0000 v~iwv LAND( TRAFFIC RATED 8 -0 VARIES --J, w>w - PAVER MATERIAL a Ho W m- 8" w�_ SW 1-01 ° I al -e N0.3 REBAR AROUND PAVER INSET 6„ •E--• 2/o MAX .,:.,, ,. • DETECTABLE WARNING DETECTABLE PAVER WITH TRUNCATED • DOME SURFACE .• � --� ..,:, i � � 4' MAX DETECTABLE WARNING PAVER WITH GENERAL NOTES: 1" MAX. SAND LAYING COURSE " "t' ' ' SEE NOTE 4 a v WAI>?IWING PAVER AND USUAL EXPANSION JOI TRUNCATED DOME SURFACE AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO ALL AREAS WHERE1 O0 moo' SIDE F E o z A A APPLICABLE SPECIFICATIONS EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE 3 SIDE FLARE SIDE FLARE .......:...:... 1:10 SLOP iv ::.' :' .':::..: TYP. (TYP) SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ACCEPTABLE 28-D CONCRETE a MAX. :... •::::: ; i ( ) CONTROL JOINT PERMISSIBLE ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. TRAFFIC RATED STRENGTH AY ON RETE `�(TYPICAL)° PAVER MATERIAL #3 BARS ENGTH = 3000 PSI BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. @ 12" O.C.E.W. OR .-�I #4 BARS @ 18" O.C.E.W. (4.. THICK MIN.) APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS SEE FINISH NOTE ON BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS SIDEWALK PAVER SECTIFACE OF I � ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 6 6' FACE OF CURB MIN. 4„ ALONG MINOR COLLECTORS TYPICAL 4' RAMP WIDTH TYPICAL CURB - No. 3 REBAR AT ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. (TYPICAL) 18" (MAX, ON -CENTER TRUNCATED DOMEPA7 TER AT BOTH WAYS CLASS A CONCRETE -SHALL CONFORM ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LARGER ACCORDANCE WITH TXDOT STANDARDS CURB RAMP TO APPLICABLE SPECIFICATIONS TYPICAL AMBULATORY RAMP W REFER TO SPEC 3117 7 23.23 (PAVEMENT MARKINGS CONCRETE SIDEWALK FOR ADDITIONAL LOCAL REQUIREMENTS. -- '> FLARED WINGS SECTIONA A SW1-02 DETECTABLE WARNING PAVER SW2 02 SW2-03 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN **VARIES 4' THE PLANS. THE PLANS. **VARIES 3/16" NOMINAL VARIES NEENAH GRATE BOLTED ANNULAR SPACE IN PLACE OR APPROVED EQ UAL 3' 1 I GREEN SPACE 1 y ,P ,.s.rll G990� c;s ° • ° ° . °. . ��FsS ° ° .: ° 8' ' .°",' °' SIDEWALK Htet;' Lg90� .° ,•°' a ��F�S DETECTABLE VA /In , o g• .. SIDEWALKS •°' •° ,: SURFACE • 5 r�L r -.g" .rl. . �:� x=a;' No.4 BARS ,~• 4FC 12MP SaQ DETECTABLE �� AMP J 121- MAX . is \ (TYp) VARIES WARNING PROPERTY LINE _ SURFACE PROPERTY LINE iy \ TRENCH GRATE MAY ONLY BE �9�/(i ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND ? O/G SO `r� ?S h ° s ° '.: WHERE THERE IS NO OTHER STORM SEWER SYSTEM ..: °' �y e . AVAILABLE. **23'�10'CURBRADIUS) y9 ,... { 'lfp 9'tlp •n 21.6' (20' CURB RAD(US) > 16.5' (25' CURB RADIUS) w F� \ o e FSP y W 23' (10' CURB RADIUS) G CROSS SLOPE NOT TO EXCEED ` 2% OR BE LESS THAN 1% ON ANY 0 w 21.5' 20' CURB RADIUS \ �25' rn 16.5' CURB RADIUS; PORTION OF RAMP OR TRANSITION rn ' TO STREET I CROSS SLOPE NOT TO EXCEED •' ° • 1 2% OR BE LESS THAN 1% ON ANY e ° .. PORTION OF RAMP OR TRANSITION TO STREET 5' 3' 8' . Isomeft7c View 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE TRENCHGRATE -W-3-02 RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-00 FS SW3-01 * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1 % ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1 % ON ANY PORTION OF RAMP OR TRANSITION TO STREET / TO STREET / TO STREET / 1 �- �1 + PROPERTY (INE PROPERTY / PROPERTY / DETECTABLE / WARNING LINE / DETECTABLE LINE / DETECTABLE ''1 1 & SIDEWALK SURFACE i WARNING _ -- y� SURFACE / WARNING _ - SURFACE RAMP* a° :n 1:12 Z AMP* iiysn 6' SIDEWALK 1:12 W.1 SLOPE c...; Z RAMP* 5' SIDEWALK g 1:1� SLOPE �"gg SLOPE MAX. 3' EXPANSION & 3• EXPANSION JT. & SMOOTH DOWEL BAR, W SMOOTH DOWEL BAR EXPANSION JT. & BACK SMOOTH DOWEL BAR, 112' DIA. X 16", WITH. CAP @ 12" O.C. BACK C OATED W/HEAVY 1/2" DIA. X 16", WITH BACK ­/CAP @ 12" O.C. OF CURB DIA. X 16", WITH CA 6' MIN. CAP @12" O.C.. OF CURB 6' MIN. GREASE) OF CURB 6' (COATED W/HEAVY MIN. GREASE) (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DSS SW3-03 SW3-04 SW3-05 NORMAL TRAVERSE SLOPE 3'-6" O.D. + 1'-0" 6„ TYP: 6.. MIN. 5'-0" 3„ EXTENSION ----- - - - - -- , 6„ TYP.----- 6” 6" I V -j ❑ffli 101-01 13'RADIUS 6„ - - - - -�- - - DEPRESSED ,GUTTER SLOPE :`'i':/�''i , f �f�; '/2 i• `,� j. ;; A IU ! / .` _�- :RMTAL FACE OF CUR B" M-6" 28 -DAY CONCRETEIN2' - SQUARE STRENGTH 3000 psi i f` WARP PAVEMENT SURFACE TO THROAT OF INLET -/SEE D4-01 SEE D1-05 PLAN THROATDETAIL 28 -DAY CONCRETE STRENGTH = 3000 psi PLAN VIEW CURB LINE WHEN BRS CONCRETE RECESSED INLETTOP SLAB , O.C.E.W. GUTTER #4 BARS 4 BARS 6" O.C.E. STD. CAST IRON MANHOLE COVER q TOP OF CURB TOP SLAB AND FRAME 12" O.C.E.W. SIDEWALLS TOP SLAB 'I• 62 24"- - - 3,_6., , . 3., t,. _ _. 1,_51/2„ tl 8„ TYP. ,i LINE O.D. 1 NORMAL GUTTER- + 6 MIN. #4 BARS 12 O.C.E.W. E ..�- ..::�, tt �•-- - - •.; 1 DEPRESSED GUTTER LINE _•I T }_. SIDEWALLS &BOTTOM EXTENSION I SLAB " BOTTOM F� 6„ SIDE WALLS 8„ .�,P 8 6 INVERT SHAPING SLAB #4 BARS 8" O.C.E.W. ? ' CONCRETE FILL q #4 BARS 12" O.C.E.W. BOTTOM SLAB SIDEWALLS & BOTTOM SLAB SECTIONAA (SEE NOTES 1 & 2) LLEVA TION (SEE NOTES 1 & 2) SECTIONA A SECTIONS B SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION 77 D1=01 GRATE SHALL BE 3116,. 7116..�jj� BICYCLE PROOF. A 314" I I 28 -DAY CONCRETE PEDESTRIAN GRATES SHALL BE INSTALLED IN SIDEWALK AREA. - - 21"T' i 24' - - - -' 101\ '- VIELVA A 444 BARS I oQOOO��Q I - 28 -DAY CONCRETE DIAGONAL d - STRENGTH= 3000 psi �2�314" DIA R RE -ROD HOLES STRENGTH = 3000 psi Q� �♦O Q♦ ��.� q O� r A I � lq — ` PFLOT I + I MAIN 1 I LINE j THICKNESS AS DESIGNATED THICKNESS AS DESIGNATED ON PLANS 1'-0" ON PLANS sI OR AS DESIGNATED ON PLANS dpi\ �- #3 BARS @ 18 O.C.E.W. �.�. .l DESIGNATED #3 BARS @ 18 O.C.E.W. OR AS ON PLANS I '� 1t131• � �! 6'� � HEIGHT r i; 1 2 VARIESz 6 ( HEIGHT -�I ELE OTE: O �. 1(—,l•. WEEP HOLE � V. VARIES 1 MIN. 18" TOE WALL TO BE CONSTRUCTED MATCH iL�.. 1/3 HEIGHT 1 /2 Ln �- .--.-- •.- . -.-.- 1 (—.� . AT BEGINNING & ENO OF CONCRETE ;,-, .., , „, , ,., ., , MATCH fLELEV: DITCH CHANNEL, & RIP -RAP SECTIONS. - .�, WEEP HOLE HEIGHT VARIES I 12"X12" GALV. HWD. it Of 5' 5' 5' 2„ O E CLOTH 114" MESH _.._..:---Of H/3 WHEN WITH GRANULAR f H=4 OR MORE MATERIAL ; 12"X12" GALV. HWD. 18,TO 38,. AS I CLOTH 114' MESH DESIGNATED WITH GRANULAR .---+— � ON PLANS 6"-}i L MATERIAL NOTE: N ' � HOLEDETAIL 28 -DAY CONCRETE STRENGTH - 3000 psi MIN. 18 TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL &RIP -RAP SECTIONS. CONCRETE CHANNEL LINING2"0 _ 02-00 s' H/3 WHEN 1�_ t H-4' OR MORE MINIMUM WIDTH DRAINAGE EASEMENT 15'M N. i 28 -DAY CONCRETE 5' MIN. IE , STRENGTH = 3000 psi 2 y . — WEEP OLEDETAIL 1' MAX. . • 1 CONCRETE RIP -RAP 1' MIN. i, D2-01 MAXIMUM SLOPE _ 4' MIN. THICKNESS AS DESIGNATED HANDRAIL ON PLANS n, TIC, 4 L LINED CHANNEL SECTION #3 SARs @ 18" O.C.E. - BLOCK SOD ORENKAMATW/HYDRO-MULCH _ SIDEWALK P ORAS DESIGNATED 1,, STANDARD CHANNEL SECTION ON PLANS G � � 18 _ D2-02 8" � � HEIGHT 11/2.!� VARIES #3 BARS @ 12" O.C.E.W. MATCH rLELEV. 1(—,l 28 -DAY CONCRETE STRENGTH = 3000 psi 4 r� 1 f NOTE: 1r ;ti;: , .., •. rY ,18 TOE DOWN 18" TO 36" AS 18" TOE WALL TO BE CONSTRUCTED ;�. F •t -, , �. ALSO AT FLUME ENDS DESIGNATED ( ) AT BEGINNING & ENO OF CONCRETE ON PLANS 6„ DITCH LINING & RIP -RAP SECTIONS. li „ 6 CONCRETE SIDE ISLOPE PROTECTICoin ON j D2-03 28 -DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTI N S O . I -... EXPANSION JOINTS AT 60• O.C. D2 -O4 , _ 8" : 12" ro BARS F BARS E BAR W BARS E '- GENERAL NOTES: ^"� 33-1/4" DIA ELEV AS SHOWN BARS Vi-Vx BAR W y O F 8 pOLLEGF ON THE PLANS D - BARS C BARS Di-Dx 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: \ ( R y OF s� 32-3116" DIA BARS Vi-Vx- - q L y I , o BARS Di -ox CONFORMS TO BA f tD INLET DEPTH (FT.) BASE -- Z (2) PICKBARS 9� 1- 9116" ,30 ,y BARS 1/i-Vx 2.1 SLOPE BAR " (MEASURED FROM FLOWLINE THICKNESS _ -- __ p NEOPRENE GASKET 7O FINAL GRADE) .... V BARSS m r BAR 1-1/2" LETTERING J 2" J 2 4-1/2" If 0 °j 1 O 0 Diameter a - - 1 - - _ - - N ro 0-12 - - - - - - - - -- 8'„ LETTERING STYLE: ® V BOOKMAN OLD STYLE 7/16" D NG ��) (pe .- 12 AND OVER - - - - - - -12 LETTERING 30" DIA �5i16" 8 _ RECESSED FLUSH BARS G BOOKMAN OLD STYLE 2=9/16' BARS G BARS Bi-Bx BARS E 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF Q s 4 RECESSED FLUSH I-33-15116" DIA BARS B BARS B 6" REINFORCING STEEL IN THE BASE. 6" (TYP.) s T _ 6., O BARS ASHOWN3� O r FRONT FLF,VATION wHE lE REQUIR DOTO MA NIIN. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER ORM S E R M Se 40-314" OIA 2O COVER FOR PIPES. CONCRETE FOR HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY---- PLAN VIEW 9•, FOOTING SHALL BE ADDED TO TOTAL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL FRAlI�IE SECTION #3 U BARS QUANTITIES SHOWN. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS k > O 1 PER BLOCK D 12" MIN. IS PRESENT, BLOCK SOD WILL BE REQUIRED. DI2 SIDE ELEVATION MACHINED S RFACE f 8" MIN .,,, ., 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 1I R BL CICL0CATION 2' MAX tr•`•.. I I •• DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY DISSIPATO O - 28 -DAY 6 3-13116" 1 I I I CONSTRUCTION AND SHALL STAY IN PLACE.UNTiI ACCEPTABLE STRENGTH = 3000 psi [� I 1 I I VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS `�T�-" 32" DIA ? DISSIPATOR BARS FBARS V_\ COMPLETE AND THEN REMOVED BY CONTRACTOR. "` 1 IH H -7/16" (� f:.. , " v-uszs PROVIDE RIP -RAP ROCK BLOCK m 1 i I BARS C � (MIN. 20LB PIECES) � BAR W BARS S 2-7/8" � � 7l8 ..",:. R1-314 1 DIAX4 LG BARS E P BARS B CONSTRUCTION .. JOINT BARS Ai -Ax P' ° H.R.S. ROD BARS DI-Dx I 11 1t COVER SECTION � A o ARs BARS s - PICKBAR DETAIL + A a i _ _ 30 BARS AI -Ax N _ .. - 0 12'• 6.. 1 + EI �--------- --- - SECTIONAA _ Q 1 �— s BARS G NOTE: BOTTOM VIEW EI j� all T-6" APRON SLOPE TO C - - - - PROVIDE RIP -RAP ROCK STORM SEWER LIDS TO BE OF COVER MATCH RECEIVING , J PLAN VIEW (MIN. 20LB. PIECES) USED FOR PUBLIC STORM 6„ FLOWLINE SLOPE 3U° ♦ NOT RBE USED ON PRIVATE l " INSTALLED AS SHOWN IN STORM SEWER SYSTEMS. STANDARD HOLE RING AND COVER lrR VARIES E � y DISSIPATOR BLOCKS TO BE 24„ #4 BARS 12" O.C.E.W. 6 WALLS, BOTTOM SLAB, DETAIL 133-00 32"D DUCTILEIRON V-1432--3 IL & TOEGENERAL NOTES: O O OO O \' SECTIONA A ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". D4-00 PIAN REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM 28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN THE SURFACE 0 THE CONCRETE. TOTAL QUANTITIES 24•• p INCLUDE ONE H DIAMETER LAP FOR ALL BARS OVER �--� ` 25-318" DIA TWO PIPES 6'-0" IN LEN (2)1"HOLES 1R� VAflkB ° �+ Mllflkg E 24-114" DIA '11880 APART 18" TO 38" -12" APART 1" LETTERING O F 9 F o OOLLEGE 1" LETTERING 22-118" DI 48" OR LARGER -18" APART (RECESSED FLUSH) ,�`t R y (RECESSED FLUSH) 2" REINFORCING STEEL FOR ONE HEADWALL 9y �� � ` __ 9� 1-114.. BARS C BARS Di-Dx BARS E BARS F BARS G BARS S BARS Vi-Vx BARS W B#A4@121"tx #3Q18" BARS Bi"1 #4@12 t #3 12"t #5 #4 #3 #4 #4@12"t #5 - - TYPICAL CONCRETE HEADWALL -- v V 1"LETTERING 25-718" & END HALL WITH WINGS CONCRETE HEADWALL FOR 2 PIPES LETTERING STYLE: _31-716" D3 -OO D3-01 `I'� 0041 - e `PT Q- (RECESSED FLUSH) R N1 Se 112 LETTERS R M S E Tr7�� V BOTTOM OF SUB -GRADE FRIALESECTION CI 1 i OF B ! YY STRUCTURAL BACKFILL AREA INCLUDES 1" LETTERING SELECT MATERIAL°.�• (RECESSED FLUSH) I� ALL PAVED AREAS (SIDEWALKS, STREETS, ♦, 9 ° ° �' • Tlie Good Lde, Texas Sty) ALLEYS, DRIVEWAYS,AND PARKING AREAS) Q♦♦' MATERIAL EXCAVATED FROM THE DITCH, WHICH IS FREE OF o;.`°.'.,`. %,ti:o'.o, - c?... AND SHALL EXTEND 5' BEYOND THE CURB p`E 1 5, ROCKS, LUMPS CLODS, OR DEBRIS LARGER THAN TWO (2)g;� COVER FACE COVER FACE LINE. STRUCTURALBACKFILL SHALL BE BIC �P f INCHES IN THE LARGEST DIMENSION, COMPACTED TOA 2" COMPACTED GEMENT STABILIZED CEMENT STABILIZED (OPTION NO.2 IN W4-02) P MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY SAND, CTE CEMENT Y (STABILI 2 OR EXCAVATED SOIL COMPACTED TO 98% Q• �P j ASTM D698 (STANDARD)) AT A MOISTURE CONTENT WITHIN ONLYj. SPADE BY LIFTS INTO MAXIMUM DRY DENSITY AS PER ASTM D698 \J pQ' ) OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL PIPE O. :.' V ROUND MACHI ED BEARING SURFACE 1-318" p �: PLACE, TO FILL ALL VOIDS A WITHIN OPTIMUM TO +4/o WET OF OPTIMUM J Q♦i AREAS (ie ... YARDS, PASTURES, EASEMENTS AND TO A (OPTION NO.1 IN W4-02) \Q Q- j _ MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 8 PIPE. MANUALLY CONSOLIDATE AT —=g ( 4" MIN. :.:.:: '.:::: OPTIMUM MOISTURE.— BY ASTM D898 (STANDARD) AT A MOISTURE CONTENT WITHIN ( 24" - O OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS UNDER PIPE 2-1/4" 2•• 1 314 9116" ♦SCO `y(Q ' ! PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PIP THE TRENCH BOTTOM SHALL BE IT ♦ f O GRADED SO AS TO PROVIDE :71UNIFORM CONTINOUSE SUPPORT ( BIC FOR THE PIPE BARREL BETWEEN PE MUST DESIGN TRENCH DETAIL 8" MIN.112' MAX. \�/ BELL HOLES ( SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. COVER SECTION PICKHOLEDETAIL 5' HDPE PIPE IS NOT TO BE I ' DRAWN BY: C. L. h { t USEDPAVEET UNDER PUBLIC STREET DATE: 08-01-12 12 CEMENT STABILIZED SAND AS i R T RAL BACKFILL AREA REQUIMUMWILLALWAYSBEIRED. BEDDING AND TRENCH FOR REINFORCED _ NOTE: ST U C U REMIN QUSCALE: N T S STORM SEWER LIDS TO BE i ' CONCRETE PIPE AND BOX CULVERTS USED FOR PUBLIC STORM BOTTOM VIEW SEWER SYSTEMS ONLY. STANDARD MANHOLE RING AND COVER APPROVED: W NOT D 3-02 D3-03 STORM BE USED STEMS. OF COVER ON PRIVATE n STORM SEWER SYSTEMS. 24 DIA.. DUCTILEIRON V -1342A _ F i G U WALLS SLAB x I 1 O.D.+6" SECTIONA-A #4 BARS 8" O.C.E.W. ----- .L- __i SIDEWALLS SLABTTOM CITY OF COLLEGE STATION DON" A POLLUTE J� ORAINSTO RIVERS MIN. 3' STD. CAST IRON MANHOLE PLAN 6 SIDE WALLS BOTTOM'SLAB (SEE NOTES 1 & 2) -�I 6" SIDE WALLS #4 BARS S" O.C.E.W.112" (2) 3/4" SQUARE FRAME 30vD DIA.) c ) A CROSS SE CTION PLAN 6" TOP SLAB PLAj�T MINIMUM DISTANCE BETWEEN wIAPPROPRIATE CITY TITLE SEWER IN STREETS 28 -DAY SECTONA A5P3RM CONCRETESTRENGTH 3000 psi TWO PIPES 112" FLAT FACED GOTHIC `T91.1MR GRATE INLET =Dl IS" TO 36" w/APPROPRIATE CITY TITLE INLET O.D. + 6"MIN. '7. -12"APART #4 BARS, 12" O.C.E.W. 6" TOP SLAB sl #4 BARS 6" O.C.E.W. 48" OR LARGER -18" APART DONT CITY OF BRYAN A POLLUTE YO :�A,,vN:-RT:o]SIDE WALLS #4 BARS,12" O.C.E.W. SIDE WALLS I TOP SLAB NO asu i O.D.+ 6" MIN.- I A 1 I .. .... LARGE MOUTH BASS LOG ' 8" BOTTOM WALLS •' I O.D. + 6" i F 6" TOP VARIES + SLAB 314" FLAT FACED GOTHIC (2) PLACES 3"MIN EACH SIDE •, � 6 SIDE 8 BOTTOM - - '- - MIN. 3' + i O S EE NOTE O #4 BARS j THICKNESS AS DESIGNATED THICKNESS AS DESIGNATED ON PLANS 1'-0" ON PLANS sI OR AS DESIGNATED ON PLANS dpi\ �- #3 BARS @ 18 O.C.E.W. �.�. .l DESIGNATED #3 BARS @ 18 O.C.E.W. OR AS ON PLANS I '� 1t131• � �! 6'� � HEIGHT r i; 1 2 VARIESz 6 ( HEIGHT -�I ELE OTE: O �. 1(—,l•. WEEP HOLE � V. VARIES 1 MIN. 18" TOE WALL TO BE CONSTRUCTED MATCH iL�.. 1/3 HEIGHT 1 /2 Ln �- .--.-- •.- . -.-.- 1 (—.� . AT BEGINNING & ENO OF CONCRETE ;,-, .., , „, , ,., ., , MATCH fLELEV: DITCH CHANNEL, & RIP -RAP SECTIONS. - .�, WEEP HOLE HEIGHT VARIES I 12"X12" GALV. HWD. it Of 5' 5' 5' 2„ O E CLOTH 114" MESH _.._..:---Of H/3 WHEN WITH GRANULAR f H=4 OR MORE MATERIAL ; 12"X12" GALV. HWD. 18,TO 38,. AS I CLOTH 114' MESH DESIGNATED WITH GRANULAR .---+— � ON PLANS 6"-}i L MATERIAL NOTE: N ' � HOLEDETAIL 28 -DAY CONCRETE STRENGTH - 3000 psi MIN. 18 TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL &RIP -RAP SECTIONS. CONCRETE CHANNEL LINING2"0 _ 02-00 s' H/3 WHEN 1�_ t H-4' OR MORE MINIMUM WIDTH DRAINAGE EASEMENT 15'M N. i 28 -DAY CONCRETE 5' MIN. IE , STRENGTH = 3000 psi 2 y . — WEEP OLEDETAIL 1' MAX. . • 1 CONCRETE RIP -RAP 1' MIN. i, D2-01 MAXIMUM SLOPE _ 4' MIN. THICKNESS AS DESIGNATED HANDRAIL ON PLANS n, TIC, 4 L LINED CHANNEL SECTION #3 SARs @ 18" O.C.E. - BLOCK SOD ORENKAMATW/HYDRO-MULCH _ SIDEWALK P ORAS DESIGNATED 1,, STANDARD CHANNEL SECTION ON PLANS G � � 18 _ D2-02 8" � � HEIGHT 11/2.!� VARIES #3 BARS @ 12" O.C.E.W. MATCH rLELEV. 1(—,l 28 -DAY CONCRETE STRENGTH = 3000 psi 4 r� 1 f NOTE: 1r ;ti;: , .., •. rY ,18 TOE DOWN 18" TO 36" AS 18" TOE WALL TO BE CONSTRUCTED ;�. F •t -, , �. ALSO AT FLUME ENDS DESIGNATED ( ) AT BEGINNING & ENO OF CONCRETE ON PLANS 6„ DITCH LINING & RIP -RAP SECTIONS. li „ 6 CONCRETE SIDE ISLOPE PROTECTICoin ON j D2-03 28 -DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTI N S O . I -... EXPANSION JOINTS AT 60• O.C. D2 -O4 , _ 8" : 12" ro BARS F BARS E BAR W BARS E '- GENERAL NOTES: ^"� 33-1/4" DIA ELEV AS SHOWN BARS Vi-Vx BAR W y O F 8 pOLLEGF ON THE PLANS D - BARS C BARS Di-Dx 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: \ ( R y OF s� 32-3116" DIA BARS Vi-Vx- - q L y I , o BARS Di -ox CONFORMS TO BA f tD INLET DEPTH (FT.) BASE -- Z (2) PICKBARS 9� 1- 9116" ,30 ,y BARS 1/i-Vx 2.1 SLOPE BAR " (MEASURED FROM FLOWLINE THICKNESS _ -- __ p NEOPRENE GASKET 7O FINAL GRADE) .... V BARSS m r BAR 1-1/2" LETTERING J 2" J 2 4-1/2" If 0 °j 1 O 0 Diameter a - - 1 - - _ - - N ro 0-12 - - - - - - - - -- 8'„ LETTERING STYLE: ® V BOOKMAN OLD STYLE 7/16" D NG ��) (pe .- 12 AND OVER - - - - - - -12 LETTERING 30" DIA �5i16" 8 _ RECESSED FLUSH BARS G BOOKMAN OLD STYLE 2=9/16' BARS G BARS Bi-Bx BARS E 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF Q s 4 RECESSED FLUSH I-33-15116" DIA BARS B BARS B 6" REINFORCING STEEL IN THE BASE. 6" (TYP.) s T _ 6., O BARS ASHOWN3� O r FRONT FLF,VATION wHE lE REQUIR DOTO MA NIIN. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER ORM S E R M Se 40-314" OIA 2O COVER FOR PIPES. CONCRETE FOR HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY---- PLAN VIEW 9•, FOOTING SHALL BE ADDED TO TOTAL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL FRAlI�IE SECTION #3 U BARS QUANTITIES SHOWN. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS k > O 1 PER BLOCK D 12" MIN. IS PRESENT, BLOCK SOD WILL BE REQUIRED. DI2 SIDE ELEVATION MACHINED S RFACE f 8" MIN .,,, ., 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 1I R BL CICL0CATION 2' MAX tr•`•.. I I •• DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY DISSIPATO O - 28 -DAY 6 3-13116" 1 I I I CONSTRUCTION AND SHALL STAY IN PLACE.UNTiI ACCEPTABLE STRENGTH = 3000 psi [� I 1 I I VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS `�T�-" 32" DIA ? DISSIPATOR BARS FBARS V_\ COMPLETE AND THEN REMOVED BY CONTRACTOR. "` 1 IH H -7/16" (� f:.. , " v-uszs PROVIDE RIP -RAP ROCK BLOCK m 1 i I BARS C � (MIN. 20LB PIECES) � BAR W BARS S 2-7/8" � � 7l8 ..",:. R1-314 1 DIAX4 LG BARS E P BARS B CONSTRUCTION .. JOINT BARS Ai -Ax P' ° H.R.S. ROD BARS DI-Dx I 11 1t COVER SECTION � A o ARs BARS s - PICKBAR DETAIL + A a i _ _ 30 BARS AI -Ax N _ .. - 0 12'• 6.. 1 + EI �--------- --- - SECTIONAA _ Q 1 �— s BARS G NOTE: BOTTOM VIEW EI j� all T-6" APRON SLOPE TO C - - - - PROVIDE RIP -RAP ROCK STORM SEWER LIDS TO BE OF COVER MATCH RECEIVING , J PLAN VIEW (MIN. 20LB. PIECES) USED FOR PUBLIC STORM 6„ FLOWLINE SLOPE 3U° ♦ NOT RBE USED ON PRIVATE l " INSTALLED AS SHOWN IN STORM SEWER SYSTEMS. STANDARD HOLE RING AND COVER lrR VARIES E � y DISSIPATOR BLOCKS TO BE 24„ #4 BARS 12" O.C.E.W. 6 WALLS, BOTTOM SLAB, DETAIL 133-00 32"D DUCTILEIRON V-1432--3 IL & TOEGENERAL NOTES: O O OO O \' SECTIONA A ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". D4-00 PIAN REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM 28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN THE SURFACE 0 THE CONCRETE. TOTAL QUANTITIES 24•• p INCLUDE ONE H DIAMETER LAP FOR ALL BARS OVER �--� ` 25-318" DIA TWO PIPES 6'-0" IN LEN (2)1"HOLES 1R� VAflkB ° �+ Mllflkg E 24-114" DIA '11880 APART 18" TO 38" -12" APART 1" LETTERING O F 9 F o OOLLEGE 1" LETTERING 22-118" DI 48" OR LARGER -18" APART (RECESSED FLUSH) ,�`t R y (RECESSED FLUSH) 2" REINFORCING STEEL FOR ONE HEADWALL 9y �� � ` __ 9� 1-114.. BARS C BARS Di-Dx BARS E BARS F BARS G BARS S BARS Vi-Vx BARS W B#A4@121"tx #3Q18" BARS Bi"1 #4@12 t #3 12"t #5 #4 #3 #4 #4@12"t #5 - - TYPICAL CONCRETE HEADWALL -- v V 1"LETTERING 25-718" & END HALL WITH WINGS CONCRETE HEADWALL FOR 2 PIPES LETTERING STYLE: _31-716" D3 -OO D3-01 `I'� 0041 - e `PT Q- (RECESSED FLUSH) R N1 Se 112 LETTERS R M S E Tr7�� V BOTTOM OF SUB -GRADE FRIALESECTION CI 1 i OF B ! YY STRUCTURAL BACKFILL AREA INCLUDES 1" LETTERING SELECT MATERIAL°.�• (RECESSED FLUSH) I� ALL PAVED AREAS (SIDEWALKS, STREETS, ♦, 9 ° ° �' • Tlie Good Lde, Texas Sty) ALLEYS, DRIVEWAYS,AND PARKING AREAS) Q♦♦' MATERIAL EXCAVATED FROM THE DITCH, WHICH IS FREE OF o;.`°.'.,`. %,ti:o'.o, - c?... AND SHALL EXTEND 5' BEYOND THE CURB p`E 1 5, ROCKS, LUMPS CLODS, OR DEBRIS LARGER THAN TWO (2)g;� COVER FACE COVER FACE LINE. STRUCTURALBACKFILL SHALL BE BIC �P f INCHES IN THE LARGEST DIMENSION, COMPACTED TOA 2" COMPACTED GEMENT STABILIZED CEMENT STABILIZED (OPTION NO.2 IN W4-02) P MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY SAND, CTE CEMENT Y (STABILI 2 OR EXCAVATED SOIL COMPACTED TO 98% Q• �P j ASTM D698 (STANDARD)) AT A MOISTURE CONTENT WITHIN ONLYj. SPADE BY LIFTS INTO MAXIMUM DRY DENSITY AS PER ASTM D698 \J pQ' ) OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL PIPE O. :.' V ROUND MACHI ED BEARING SURFACE 1-318" p �: PLACE, TO FILL ALL VOIDS A WITHIN OPTIMUM TO +4/o WET OF OPTIMUM J Q♦i AREAS (ie ... YARDS, PASTURES, EASEMENTS AND TO A (OPTION NO.1 IN W4-02) \Q Q- j _ MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 8 PIPE. MANUALLY CONSOLIDATE AT —=g ( 4" MIN. :.:.:: '.:::: OPTIMUM MOISTURE.— BY ASTM D898 (STANDARD) AT A MOISTURE CONTENT WITHIN ( 24" - O OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS UNDER PIPE 2-1/4" 2•• 1 314 9116" ♦SCO `y(Q ' ! PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PIP THE TRENCH BOTTOM SHALL BE IT ♦ f O GRADED SO AS TO PROVIDE :71UNIFORM CONTINOUSE SUPPORT ( BIC FOR THE PIPE BARREL BETWEEN PE MUST DESIGN TRENCH DETAIL 8" MIN.112' MAX. \�/ BELL HOLES ( SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. COVER SECTION PICKHOLEDETAIL 5' HDPE PIPE IS NOT TO BE I ' DRAWN BY: C. L. h { t USEDPAVEET UNDER PUBLIC STREET DATE: 08-01-12 12 CEMENT STABILIZED SAND AS i R T RAL BACKFILL AREA REQUIMUMWILLALWAYSBEIRED. BEDDING AND TRENCH FOR REINFORCED _ NOTE: ST U C U REMIN QUSCALE: N T S STORM SEWER LIDS TO BE i ' CONCRETE PIPE AND BOX CULVERTS USED FOR PUBLIC STORM BOTTOM VIEW SEWER SYSTEMS ONLY. STANDARD MANHOLE RING AND COVER APPROVED: W NOT D 3-02 D3-03 STORM BE USED STEMS. OF COVER ON PRIVATE n STORM SEWER SYSTEMS. 24 DIA.. DUCTILEIRON V -1342A _ F i G U WALLS SLAB - T T T T T T T 12" O.C.E.W. SECTIONA-A #4 BARS 8" O.C.E.W. B "O O.C.E.W. #4 ARS S SIDEWALLS SLABTTOM CITY OF COLLEGE STATION DON" A POLLUTE J� ORAINSTO RIVERS BOTTOM SLA B (SEE NOTES 1 & 2) 6 SIDE WALLS BOTTOM'SLAB (SEE NOTES 1 & 2) -�I 6" SIDE WALLS #4 BARS S" O.C.E.W.112" NO eASURA FLAT FACED GOTHIC - SECTIONA A BorroM SLAB (SEE NOTES 1 & 2) wIAPPROPRIATE CITY TITLE SEWER IN STREETS 28 -DAY SECTONA A5P3RM CONCRETESTRENGTH 3000 psi 'DOUBLE BARREL BASS LOGO JUNCTION B X O GRATE INLET =Dl PLATE -0 D1 5 INLET Dl -021 -03 j THICKNESS AS DESIGNATED THICKNESS AS DESIGNATED ON PLANS 1'-0" ON PLANS sI OR AS DESIGNATED ON PLANS dpi\ �- #3 BARS @ 18 O.C.E.W. �.�. .l DESIGNATED #3 BARS @ 18 O.C.E.W. OR AS ON PLANS I '� 1t131• � �! 6'� � HEIGHT r i; 1 2 VARIESz 6 ( HEIGHT -�I ELE OTE: O �. 1(—,l•. WEEP HOLE � V. VARIES 1 MIN. 18" TOE WALL TO BE CONSTRUCTED MATCH iL�.. 1/3 HEIGHT 1 /2 Ln �- .--.-- •.- . -.-.- 1 (—.� . AT BEGINNING & ENO OF CONCRETE ;,-, .., , „, , ,., ., , MATCH fLELEV: DITCH CHANNEL, & RIP -RAP SECTIONS. - .�, WEEP HOLE HEIGHT VARIES I 12"X12" GALV. HWD. it Of 5' 5' 5' 2„ O E CLOTH 114" MESH _.._..:---Of H/3 WHEN WITH GRANULAR f H=4 OR MORE MATERIAL ; 12"X12" GALV. HWD. 18,TO 38,. AS I CLOTH 114' MESH DESIGNATED WITH GRANULAR .---+— � ON PLANS 6"-}i L MATERIAL NOTE: N ' � HOLEDETAIL 28 -DAY CONCRETE STRENGTH - 3000 psi MIN. 18 TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH CHANNEL &RIP -RAP SECTIONS. CONCRETE CHANNEL LINING2"0 _ 02-00 s' H/3 WHEN 1�_ t H-4' OR MORE MINIMUM WIDTH DRAINAGE EASEMENT 15'M N. i 28 -DAY CONCRETE 5' MIN. IE , STRENGTH = 3000 psi 2 y . — WEEP OLEDETAIL 1' MAX. . • 1 CONCRETE RIP -RAP 1' MIN. i, D2-01 MAXIMUM SLOPE _ 4' MIN. THICKNESS AS DESIGNATED HANDRAIL ON PLANS n, TIC, 4 L LINED CHANNEL SECTION #3 SARs @ 18" O.C.E. - BLOCK SOD ORENKAMATW/HYDRO-MULCH _ SIDEWALK P ORAS DESIGNATED 1,, STANDARD CHANNEL SECTION ON PLANS G � � 18 _ D2-02 8" � � HEIGHT 11/2.!� VARIES #3 BARS @ 12" O.C.E.W. MATCH rLELEV. 1(—,l 28 -DAY CONCRETE STRENGTH = 3000 psi 4 r� 1 f NOTE: 1r ;ti;: , .., •. rY ,18 TOE DOWN 18" TO 36" AS 18" TOE WALL TO BE CONSTRUCTED ;�. F •t -, , �. ALSO AT FLUME ENDS DESIGNATED ( ) AT BEGINNING & ENO OF CONCRETE ON PLANS 6„ DITCH LINING & RIP -RAP SECTIONS. li „ 6 CONCRETE SIDE ISLOPE PROTECTICoin ON j D2-03 28 -DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTI N S O . I -... EXPANSION JOINTS AT 60• O.C. D2 -O4 , _ 8" : 12" ro BARS F BARS E BAR W BARS E '- GENERAL NOTES: ^"� 33-1/4" DIA ELEV AS SHOWN BARS Vi-Vx BAR W y O F 8 pOLLEGF ON THE PLANS D - BARS C BARS Di-Dx 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: \ ( R y OF s� 32-3116" DIA BARS Vi-Vx- - q L y I , o BARS Di -ox CONFORMS TO BA f tD INLET DEPTH (FT.) BASE -- Z (2) PICKBARS 9� 1- 9116" ,30 ,y BARS 1/i-Vx 2.1 SLOPE BAR " (MEASURED FROM FLOWLINE THICKNESS _ -- __ p NEOPRENE GASKET 7O FINAL GRADE) .... V BARSS m r BAR 1-1/2" LETTERING J 2" J 2 4-1/2" If 0 °j 1 O 0 Diameter a - - 1 - - _ - - N ro 0-12 - - - - - - - - -- 8'„ LETTERING STYLE: ® V BOOKMAN OLD STYLE 7/16" D NG ��) (pe .- 12 AND OVER - - - - - - -12 LETTERING 30" DIA �5i16" 8 _ RECESSED FLUSH BARS G BOOKMAN OLD STYLE 2=9/16' BARS G BARS Bi-Bx BARS E 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF Q s 4 RECESSED FLUSH I-33-15116" DIA BARS B BARS B 6" REINFORCING STEEL IN THE BASE. 6" (TYP.) s T _ 6., O BARS ASHOWN3� O r FRONT FLF,VATION wHE lE REQUIR DOTO MA NIIN. 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER ORM S E R M Se 40-314" OIA 2O COVER FOR PIPES. CONCRETE FOR HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY---- PLAN VIEW 9•, FOOTING SHALL BE ADDED TO TOTAL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL FRAlI�IE SECTION #3 U BARS QUANTITIES SHOWN. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS k > O 1 PER BLOCK D 12" MIN. IS PRESENT, BLOCK SOD WILL BE REQUIRED. DI2 SIDE ELEVATION MACHINED S RFACE f 8" MIN .,,, ., 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 1I R BL CICL0CATION 2' MAX tr•`•.. I I •• DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY DISSIPATO O - 28 -DAY 6 3-13116" 1 I I I CONSTRUCTION AND SHALL STAY IN PLACE.UNTiI ACCEPTABLE STRENGTH = 3000 psi [� I 1 I I VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS `�T�-" 32" DIA ? DISSIPATOR BARS FBARS V_\ COMPLETE AND THEN REMOVED BY CONTRACTOR. "` 1 IH H -7/16" (� f:.. , " v-uszs PROVIDE RIP -RAP ROCK BLOCK m 1 i I BARS C � (MIN. 20LB PIECES) � BAR W BARS S 2-7/8" � � 7l8 ..",:. R1-314 1 DIAX4 LG BARS E P BARS B CONSTRUCTION .. JOINT BARS Ai -Ax P' ° H.R.S. ROD BARS DI-Dx I 11 1t COVER SECTION � A o ARs BARS s - PICKBAR DETAIL + A a i _ _ 30 BARS AI -Ax N _ .. - 0 12'• 6.. 1 + EI �--------- --- - SECTIONAA _ Q 1 �— s BARS G NOTE: BOTTOM VIEW EI j� all T-6" APRON SLOPE TO C - - - - PROVIDE RIP -RAP ROCK STORM SEWER LIDS TO BE OF COVER MATCH RECEIVING , J PLAN VIEW (MIN. 20LB. PIECES) USED FOR PUBLIC STORM 6„ FLOWLINE SLOPE 3U° ♦ NOT RBE USED ON PRIVATE l " INSTALLED AS SHOWN IN STORM SEWER SYSTEMS. STANDARD HOLE RING AND COVER lrR VARIES E � y DISSIPATOR BLOCKS TO BE 24„ #4 BARS 12" O.C.E.W. 6 WALLS, BOTTOM SLAB, DETAIL 133-00 32"D DUCTILEIRON V-1432--3 IL & TOEGENERAL NOTES: O O OO O \' SECTIONA A ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". D4-00 PIAN REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM 28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN THE SURFACE 0 THE CONCRETE. TOTAL QUANTITIES 24•• p INCLUDE ONE H DIAMETER LAP FOR ALL BARS OVER �--� ` 25-318" DIA TWO PIPES 6'-0" IN LEN (2)1"HOLES 1R� VAflkB ° �+ Mllflkg E 24-114" DIA '11880 APART 18" TO 38" -12" APART 1" LETTERING O F 9 F o OOLLEGE 1" LETTERING 22-118" DI 48" OR LARGER -18" APART (RECESSED FLUSH) ,�`t R y (RECESSED FLUSH) 2" REINFORCING STEEL FOR ONE HEADWALL 9y �� � ` __ 9� 1-114.. BARS C BARS Di-Dx BARS E BARS F BARS G BARS S BARS Vi-Vx BARS W B#A4@121"tx #3Q18" BARS Bi"1 #4@12 t #3 12"t #5 #4 #3 #4 #4@12"t #5 - - TYPICAL CONCRETE HEADWALL -- v V 1"LETTERING 25-718" & END HALL WITH WINGS CONCRETE HEADWALL FOR 2 PIPES LETTERING STYLE: _31-716" D3 -OO D3-01 `I'� 0041 - e `PT Q- (RECESSED FLUSH) R N1 Se 112 LETTERS R M S E Tr7�� V BOTTOM OF SUB -GRADE FRIALESECTION CI 1 i OF B ! YY STRUCTURAL BACKFILL AREA INCLUDES 1" LETTERING SELECT MATERIAL°.�• (RECESSED FLUSH) I� ALL PAVED AREAS (SIDEWALKS, STREETS, ♦, 9 ° ° �' • Tlie Good Lde, Texas Sty) ALLEYS, DRIVEWAYS,AND PARKING AREAS) Q♦♦' MATERIAL EXCAVATED FROM THE DITCH, WHICH IS FREE OF o;.`°.'.,`. %,ti:o'.o, - c?... AND SHALL EXTEND 5' BEYOND THE CURB p`E 1 5, ROCKS, LUMPS CLODS, OR DEBRIS LARGER THAN TWO (2)g;� COVER FACE COVER FACE LINE. STRUCTURALBACKFILL SHALL BE BIC �P f INCHES IN THE LARGEST DIMENSION, COMPACTED TOA 2" COMPACTED GEMENT STABILIZED CEMENT STABILIZED (OPTION NO.2 IN W4-02) P MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY SAND, CTE CEMENT Y (STABILI 2 OR EXCAVATED SOIL COMPACTED TO 98% Q• �P j ASTM D698 (STANDARD)) AT A MOISTURE CONTENT WITHIN ONLYj. SPADE BY LIFTS INTO MAXIMUM DRY DENSITY AS PER ASTM D698 \J pQ' ) OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL PIPE O. :.' V ROUND MACHI ED BEARING SURFACE 1-318" p �: PLACE, TO FILL ALL VOIDS A WITHIN OPTIMUM TO +4/o WET OF OPTIMUM J Q♦i AREAS (ie ... YARDS, PASTURES, EASEMENTS AND TO A (OPTION NO.1 IN W4-02) \Q Q- j _ MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 8 PIPE. MANUALLY CONSOLIDATE AT —=g ( 4" MIN. :.:.:: '.:::: OPTIMUM MOISTURE.— BY ASTM D898 (STANDARD) AT A MOISTURE CONTENT WITHIN ( 24" - O OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS UNDER PIPE 2-1/4" 2•• 1 314 9116" ♦SCO `y(Q ' ! PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PIP THE TRENCH BOTTOM SHALL BE IT ♦ f O GRADED SO AS TO PROVIDE :71UNIFORM CONTINOUSE SUPPORT ( BIC FOR THE PIPE BARREL BETWEEN PE MUST DESIGN TRENCH DETAIL 8" MIN.112' MAX. \�/ BELL HOLES ( SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. COVER SECTION PICKHOLEDETAIL 5' HDPE PIPE IS NOT TO BE I ' DRAWN BY: C. L. h { t USEDPAVEET UNDER PUBLIC STREET DATE: 08-01-12 12 CEMENT STABILIZED SAND AS i R T RAL BACKFILL AREA REQUIMUMWILLALWAYSBEIRED. BEDDING AND TRENCH FOR REINFORCED _ NOTE: ST U C U REMIN QUSCALE: N T S STORM SEWER LIDS TO BE i ' CONCRETE PIPE AND BOX CULVERTS USED FOR PUBLIC STORM BOTTOM VIEW SEWER SYSTEMS ONLY. STANDARD MANHOLE RING AND COVER APPROVED: W NOT D 3-02 D3-03 STORM BE USED STEMS. OF COVER ON PRIVATE n STORM SEWER SYSTEMS. 24 DIA.. DUCTILEIRON V -1342A _ F i G U U LU 4U IOU ®/ COMMON NAME SYMBOL SIZE QTY POINTS TOTAL BOTANICAL NAME EACH POINTS "ST" ALONG WITH THE TREE SYMBOL ON THE PLAN INDICATES A STREET TREE CANOPY TREES 2.1"-3.4" cal. LIVE OAK 19 150 2,850 30 gal. container min. QUERCUS VIRGINIANA 2.1"-3.4" cal. SHUMARD OAK 6 150 900 30 gal. container min. QUERCUS SHUMARDII NON -CANOPY TREES 1.25" cal. per caneTUSCARORA CRAPE MYRTLE 13 40 520 30 gal. container min. LAGERSTOEMIA INDICA 'TUSCARORA' SHRUBS -75 GAL SILVER ELAEAGNUS 96 10 960 30" spacing ELAEAGNUS X EBBINGEI TOTAL POINTS PROVIDED: 5,230 property to be hydroseed bermuda grass LAWN All areas not planting bed or pavement and all disturbed areas on adjacent Issued: June 17, 2014 7-10-14 Revisions per,, eview comments and site plan changes j LANDSCAPE PLAN 5(0 1 L ■ 1 'U �- { : e. cn ;r•` ; w. .,/..,t....e:. ':.�..: .!:.�.l.... .%..t...l.... !.....y.... .......:C. �,�.t:F',,2 t`/ rr � '�t' f fff,: =•�f'�,t`,`(' f ,,, �!%. t. �..% WZ f ,f/ ..:s.;._ .•!..'.l ..,•.�,"`t.'r.../�../ .{ f f, d; a:.ii.. .. € /�tF' ft C . � / ,: /. 318 WZ 0 s 0 �— cm . l 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 11 I . . STATE N I G H WAY N O 4 7 - __ }. �. n STATE HIGHWAY NO. 4� _ _ - _. - - N�41�53 Q9" E 237.05' -"-', WILLIAM D. TITCH PARKWAY WILLIAM D FITCN PARKWAY R. O . W. VAGI E5 R. O . W. VARIES/S/S --mss 3/S ` �,J/s-..4/S- �/s . --.-_ _ 1-11 c S� 7 . I\ 6 / 1 �� / - f rf i' I ­ I /. I , . , I I 1. .�'. " I . 1. \ � � t ) � Fv : I � I f j :, - I \,� N 1 95 _. - -__ _ _ ..__. ___ _- t - --- - _„_,_ _ _. -•--. - EXISTING GAS LINE j ( N . _ __ ._-,_- . ,.__...-.,-,- -- , _ o �. W ®.F. HWS' 40) _` --." :-.- - , -• _._ -• Q� r LOCATION ON - - --- ." ._ _ _. 'j -_- . EXISTING AERIAL ELEC 810 L.F. PERIMETER SILT FENCE fin-/ 4 / - --- _ - -- -73 r: __2 _ __ _ _ __ --- __ ____ _ _ W _ - --- - co _ __ - �___ �11 -- _ _ _ ---''� ._ �, LOCATION MAP _- „``. . N 41°52'09" E 237.05, NOT TO SCALE _ ---. N 41x52',09" E 237.05' AE E AE r w LL ffi. .: n - AE _ _ A - AE GA5 GA5 GA5 - GAS - GAS --- GAS GAS G0.5 - GA5 - GAS - GAS - GAS - GAS GAS -- GAS GAS $ / : U) W O 1 0 31 �' 1542 GA5 -. GAs n � HAY BALE DRIX EWAY - p (O W = 0 W O W . \ L 15' P.U.E. • I O $ CONTROL DEVI.E (2T) 0 W O ~ Z O Z 0 2 --,,, I [ . 38,_5,3 ~' -- ` Q /63 1 [T I 1 1 (633 CON RETE)N \ � \ I - . 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MATCH O �� n O 9 6,3 L�ONCRETE I Q PVMNT - -1 ( \' E'i In ( ) - E 6 ¢ 7� 70 rn I 3 CURB OPENING \ ,> , . \ 1j D ca CA �' O � TYPICAL I _, Y I r Z ��,// w O L cn LAYDowN cuRB \ / f / 1� !� 11 2T D IVE AISLE C . 14 Q 1 u I .. -✓ C `' l �'' C -BC t' ;ipN 3 Z Z i J Q .. ,,. `- Z 493 633 Z I \ 1 I �, I HAY BALE PROTECTION U -)�� 8� %� o Ia. - -- -a t"'X,., @INLET GRATEIT \ J 1� oo 13 14 DRIVE AISLE _ 45' ( - _ _ - - _.. __....._. r :mml"I 11 ®- �tv j--- - -- - t i ") " I I _-, ` CONSTRUCTION SITE \ a \ O "D 0 W N ' ! N INGRESS/EGRESS 1 I ; . �- „ i w �' \ / cb e W cd ,,, A a r. ,, __ �q 1 ,; ... _ - _ 15 I - _. ✓ „ _, \. 10 1� ,.,. _., . I rn .. % � . � Lij + i 0 W N �� a . _ -_ 11 16 7 } 18 r -I�Jl y H +f ti _. ::. Q 4 i l N Q :,:: ,,: ,. -: ,,... f ,... ,. / In J , 1 „ .._ , <. r �\1. \ �' _ _ d �� 4 .. .. .. .. :<.. ,., �k 21 /� cn U I I ~� ._ I P4 „ : : , I =' \ �- CONCRETE WASH' UT AREA / 9 l �_ 5 „ '� -�' a,. w n __ -- �. �: . , .r O ..,. _.� \� a �. s. n • ,_, ,, ..._._ / 30 D _...... / CO _ .- O - .., ... , y- a� , .: -- i I / S - ...._�_ .. ., ......... : -- „ ... 2 5 1., 811) BLDG. M , ,:. __ , .� ,... _ \. .:' � %' � J Urn �. rn j CORNERS. „ .. t _/' 1 r r. f ti - S , _. „ . w , „ \ \�, \ .., I �; 1 U , . .. ,._. ,.,... :: . , ,.. .... I. _.,..- ,. �J f� O ,., -,. , "::, .:. l` : , �- 3 1 i ., I ., :; ....:....... . .4 o _, Cs I "°>_ W ,, - � (; „ >: 1 .. _,. s - \ _ a I- 17 A _._ / __J „. , _. .., . / I �" _. \I � f N f , J X ft ft %w ,...}..... _ J . .< i I I . 311. e _. s,, _ / " ,i .:,<. O 5 k o TEL ..::.:: .::.. „ _. �, -=- 22 - r., _ ._ GAS AS \ 23 . ..,.. ,.. • _ �� . I 1.11 _,, ,. s l \ _ v , R-500.00 , __ 7 „_ _. ,�..� '..,._,.._: D-2311'42" ,. , .....,.. ..... .. . .... ....<.... .. ..:...... ......` .sem .,,. ,:�.::... .. ... _ .. .. .. !" I AR =2 241 ., \� - _ I w r .. ,.: - - \ EXISTING \ T-102.61 M • !p L t 10' DRAIN i / 35 _ \ .. t._..._... AGE EASEMENT :' \ _ ' CHORD -201.04 \ � r \: -� t WATER VALVE - _ _ ___,_ _ /^.,.: :. _ _.___� w_ BINCHMARKELEV.-313.87, ��,-:-,-' f -. -.- Y �. DLIV J"s4- 4G VV r ... - :__-. - : _ _.._ ,;. ; --- ST. SANITARYSEWER MH r _ L- ' rt t EXISTING -� - -J- t"p` � , �, �. : " . A 12' DRIVE AISLE' � (�,�4 ; , 833 WATER LINE-------�� � � °j Cool � �j< N. RIM MH COVER b � � ' y _ ', O \ CROSSING BRANCH �. ��� `� \ 24Lu I -7 _ I \` 28 ., - \� p �� U t N ,/i I _ . UGC -J)_GE • tiGE� UGE � N __ '4` 4•' 1,-,a n 9 } 1 32 - -- � EROSION CONTROL SWPPP-\a �...:_ �t� I ®` 24 C -BC _ _, 29 - "� W 4 I IQ E : r_ x. B �• _ N �� / -� ., -.-�, • . a. '• z c cv NOT TO SCALE n 1 4 SID WALK.,Lo 31 55 33 36 '1� r 29 MATCH PVMNT - ... ® .�..® ... ... 34 PUBLIC ACCESS � _ GENERAL NOTES:. NUMERICAL LEGEND I� N / . �"" '� '�' w EASEMENT LINE . ® . s GREENS PRAIRIE RD. (PRIVATE) �"� �. ,-?)-I-(;---- / �s "' f 11 1. BENCHMARK ELEV. =313.87' - NORTH RIM OF EXISTING SANITARY SEWER MANHOLE. 1. TC=320.75' 31. STORM DRAINAGE GRATE INLET BASIN I :2 y X�. ...:?': / 2. TC=318.50' 5' x 5' x 12" DEEP CONCRETE BASIN � I Z w . 2. THE CONTRACTOR SHALL AS RESPONSIBLE FOR VERIFYING THE LOCATION IO ALL 3. TC=318.30' TOP OF CURB=315.00' , TOP OF PVMNT=314.50' / / EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE '! .---• / -� v^ Z CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-3448377. 4. TC=318.11' TOP OF GRATE=314.00' , SUMP = 312.00' . \, / z ( I , 5. TC=319.80' 6 L.F. OF 18 PVC STORM PIPE _ R=500.00 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION UNIFIED /__ R-500.00' _ ° / DESIGN GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAIN 6. TC=320.50' F/L @ BOX=312.00' , F/L @ MH=309.24' / ,, D=23°11'42" : , , - D=23'11'42" 11'42" W S W AGE AND STREET -- ARC 202.41' CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CI1Y'S 7. TC=319.50' MATCH SOFFIT OF EXIST. 24" STORM PIPE ARC=202.41' t / / / � _ -,11 I.®/ / .. ;, T=102.61' STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S 8. TC=319.50 32. 1.5 DOMESTIC WATER SERVICE TAP 0 `'. ., T=102.61' -< / _ 3 " ,3 OFFICE PRIOR TO START. T - �� „ / CHORD -201.04' 9. C 318.00 1,5 x 8 SADDLE TAP &VALVE CHORD=201.04' - . \ �t w � / BENCHMARK ELEV.=313.8T - cc �! \ BENCHMARK ELEV.=313.87 �� ., _ ,r . f. ,., / EXIST. SANITARY SEWER MH BRG=S 44°32'46" W ; . � ., 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION 10. TC=318.00` 1.5" WATER METER & BOX ST. SANITARY SEWER MH ��> BRG-S 44'32'46'W l /° .. '' DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 11. TC=317.75' 45 L.F. OF 1.5" SCH 40 PVC PIPE WATER LINE „",-- --- i N. RIM MH COVER Z N. RIM MH COVER . `'� ; \ / �� _ 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. 12. TC=318.50' 6" FIRE SUPPRESSION LINE OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION 13. TC=318.25' TO BE INSTALLED BY LICENSED FB COMPANY mi DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING 14. TC=318.30' (LAY -DOWN CURB) 6" x 8" SADDLE TAP Q� T /� (� OF ALL BURIED UTILITIES, 15. LAY -DOWN CURB 6" LOCKABLE PIN. VALVE 0 SITE LAYOUT C7C. �l-.�` %L7TION� Sj'j`E j j'j`jLj'j`jEV Q_ E /� ��j` /' Ej`1'j`� 6. THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE PROVIDED 16. TC=317.50' 45 L.F. OF 6" C900 AWWA CL200 DR14 PVC PIPE y SITE UTILITIES j I j j & [-� jV j j I j BY OWNER. 17. TC=315.50' 33. 6" SANITARY SEWER SERVICE LINE (75 FEET) u 7. THE SUBJECT PROPERTY IS CURRENTLY ZONED GENERAL COMMERCIAL (GC). . SCALE: 1" = 30' i8. TC=320.00' 6"� SDR 26 PVC PIPE SCALE: 1" = 30' 8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD 19. TC=318.50' F/L @ BLDG. = 314.60', F/L @ MH = 308.00' HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY: 30 0 30 60 30 0 30 6C 20. TP=317.75' INSTALL EXTERNAL DROP STRUCTURE @ MH . MAP NUMBER 48041C0325E, EFFECTIVE DATE MAY 16, 2012. 21. DBL. ADA RAMPS ( SEE DETAIL SHEET) 34. UNDERGROUND ELECTRICAL 9. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE 22. TC=317:50' I SEE ELECTRICAL NOTES THIS PAGE P PROVIDED BY KERR SURVEYING, MAY 2014, AND ESTABLISHED BY THE CAPROCK 23. LOADING ENTRANCE RAMP 140 L.F. OF DBL. 4'� PVC CONDUIT (ti CROSSING SUBDIVISION DEVELOPMENT. V a 24. TC=317.50' 35. GAS SERVICE LINE TO BE DESIGNED & INSTALLED 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH ADA DEMOLITION /CONSTRUCTION WASTE: 25. TP=317.75' BY ATMOS GAS COMPANY. 0 M m (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS) 26. TP=317,50' I CONTACT LUIS CISNEROS 979-774-2542 qq ®' � LEGENN 1. CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, REQUIREMENTS AND STANDARDS. 27. 13'x 13' TRASH BIN AREA 36. FIRE DEPT. CONNECTION RISER (FDC) c � v- 3 D , DEMOLITION / CONSTRUCTION, SOLID WASTE ROLL -OFF BOXES / METAL DUMPSTERS 11. LANDSCAPE DESIGN AND ANALYSIS CAN BE FOUND ON SHEET L-1. 28. TC=318.50' P" 2 -WAY SCH. 40 GALVANIZED WRAPPED WITH 12. ALL CURB RADII SHALL BE 1 FROM BACK OF CURB UNLESS NOTED OTHERWISE. ! � � SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 13. ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWIg 29. TC=315.25 THRUST BLOCKING WIDTH VARIES EXIS'T'ING & PROPOSED � 30. 275 L.F. OF 3 - 2 O PVC CONDUIT PIPE 40 FEET - 6 O C900 DR14 CL200 PVC PIPE 33 .EROSION CONTROL - SITE CLEARING_AND GRADING: _ - _ 14. ALL GROUND AND ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROIv?.... - - - „ .J - #4 REBAI? @ _16 O.C,B.W. - 6 O D.I.P. STUB UP @BUILDING WRAPPED _ �-, - - - VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM PUBLIC RIGHT OF WAY OR RESIDENT[A ® ® a i. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF _ PROPERTY LINE DISTRICT. 3 COVER MINIMUM '' nn • .... , ... . ..... , . ; . , .: - ALL TOP SOIL AND, ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT I LICENSED INSTALLER ONLY- M u • ' ° • ' • - • ' - ' ' .'• •" •.. , • • n ' . p '' " ' - - - - F - SILT FENCE BUILDING SETBACK LINE p LOCATION 15. .CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL ARE::. 6 . • . , • : .• • ; ,,. . 1 . ; . • • ,�.; ,� . ;..:.: : • , . SF SF SF SF S • '• • • . ' ' - RD3 - - - - PUBLIC ACCESS EASEMENT LINE 2. ALL AREAS THAT ARE FOUND O BEEPUMPING' OR'SINK-HOLES' OR NOT TO BE IN U v- - THAT HAVE BEEN DISTURBED BY CONSTRUCTION � W � ° '..." :.:.............::... .. ::.:.,......., ..:..:,.:>. - .... , I ,......::...:• .. -:::> .:• ::.. •.:•..::.:...:.......::..:_...:...< - RD3 - RD3 ROCK FILTER DAM TYPE 3 16. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM :....:... _..:....:, ..- •:...... ; . , ..•• , _ - :.:,.:.:..::. ,....., ... _ :...; :.: • {; . .. ORIGINAL UN-EXGIVATED COMPACTED STATE SHALL BE REMOVED AND REPLACED UTILITY EASEMENT LINE ..1 ::.. ::.:::......':r.....:..:...•..:..,.._..,,...::..::.:.>-:,•:::::.::.:......:,...,:• � .... .... ,...., :: >z .r :4.VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR .:• .. .. • :.....,...:........ , ......., . ,.,, ., , .,. , ....._................... , , _.... WITH SELECT FILL, COMPACTED PER PROJECT SPECIFICATIONS. RESIDENTIAL DISTRICT WITH -IN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE 0) J - - 4s - - - SANITARY SEWER TINE/SIZE (INCHES) CURB OUTLET PROTECTION FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING 6° THICK STABILIZED SUBGRADE -�O - SANITARY SEWER MANHOLE STORM WATER MITIGATION NOTES: h' J ®�+ ® V ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4- W U L CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (NOI) WITH TCEQ UNDISTURBED SUBGRADE SINCE THE TYPES OF SOILS VARY, THE - 6W 6W WATER LINE/SIZE (INCHES) PRIOR TO CONSTRUCTION. SITE ELECTRICAL NOTES: Fm � © V RECOMMENDED PERCENTAGE OF LIME, FLY PROPOSED ® u' 0 WEAK OR "PUMPING" AREAS MUST BE ASH AND/OR CEMENT TO BE ADMIXED AE OVERHEAD ELECTRICAL 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION 1. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. W OO REMOVED AND REPLACED WITH SELECT ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO 2. CITY WILL PROVIDE DRAWINGS FOR CONDUIT INSTALLATION. WITH THE SUBGRADE SOILS SHOULD BE EXISTING POWER POLE FILL COMPACTED TO 95%STD. PROPOSED WATER LINE St SIZE PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. Q CONFIRMED BY SPECIFIC LABORATORY 6W 3. DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS AND. PROCTOR (D 698) & WITHIN ±2% OF TESTS PERFORMED AT THE TIME OF 3. ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER EXTEND AS REQUIRED. O 0 I _ . OPTIMUM MOISTURE 6S I ROPOSED SANITARY SEWER LINF/SIZE (INCHES) GAS UNDERGROUND GAS LINE GRASSLAND AND ?AVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED VIA A 3' 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER, DEVELOPER SHALL FURNISH P J w e m CONSTRUCTION. TEL TELECOMMUNICATIONS LINE SQUARE INLET GRATE AND THUS CONVEYED TO THE EXISTING REGIONAL AND INSTALL CONDUIT AS SHOWN ON ELECTRICAL LAYOUT. PARKING ANALYSIS &DESIGN: Nt I V -fol- WATER VALVE _ _ _ - DETENTION POND FOR THIS DEVELOPMENT. 5. DEVELOPER WILL INSTALL METEWSERVICE LOCATION AS CLOSE AS POSSIBLE TO 1 • PARKING ANALYSIS & REQUIREMENTS: T" NOTES: 280 EXISTING CONTOURS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL TRANSFORMER. REQUIRED PARKING SPOTS: 1 per 200 S.F. of MEDICAL CLINIC 1. 3,000 psi CONCRETE @ 28 DAY STRENGTH 0* FIRE HYDRANT ASSEMBLY O STORM DRAIN MANHOLE OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT, THE CONTRACTOR 6. SERVICE WIRE TO BE FURNISHED AND INSTALLED BY COLLEGE STATION UTILITIES. PHASE 1 BUILDING: . I 7,156 S.F. = 36 PARKING SPOTS V 2. REBAR SHALL BE 60ksi YIELD STRENGTH FIRE PROPOSED FIRE LANE SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCES OF WIND BLOWN -i- FIRE HYDRANT LITTER FROM THE PROJECT. SOLID WASTE DISPOSAL: TOTAL PARKING SPOTS PROVIDED: 36 PARKING SPOTS DETAIL C1 1 TYPICAL REINFORCED CONCRETE PAVEMENT SECTION N WATER VALVE PARKING spoTs = 36 (INCLUDES 2 HANDICAP spoTs (1 VAN) WATER METER &Box FIRE SUPPRESSION &FIRE LINE NOTES: 1. A 12' X 12' METAL TRASH BIN SHALL BE LOCATED IN DESIGNATED AREA WITH A 6 PRIVACY 2. PARKING LOT SHALL BE 6" THICK REINFORCED CONCRETE WITH #4 REBAR (GRADE 60) AT DRAWN BY: JOE G. N.T.S. ® TRANSFORMER FENCE WITH GATE. 16" ON CENTER, BOTH WAYS. UGE PROPOSED UNDERGROUND ELECTRICAL -O- UTILITY POLE 1. FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED & INSTALLED BY A LICENSED INSTALLER. 3. CONCRETE SHALL BE 3,000 psi AT 28' DAY STRENGTH. CONTRACTOR IS RESPONSIBLE FOR DATE: JUNE 2014 - 2. FIRE LANES WILL BE CONSTRUCTED MEETING MINIMUM FIRE APPARATUS TEMPLATE. FOUNDATION &BUILDING CONSTRUCTION: MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) ® PROPOSED SANITARY SEWER MANHOLE --3 GUY WIRE ANCHOR 3. A FIRE LANE SIGN SHALL BE INSTALLED AT ENTRANCE. 1. FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY 4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT. SCALE: NOTED ,/HF -/E- WOOD FENCE 4. CURBS TO BE MARKED: 'FIRE LANE, NO PARKING, TOW AWAY ZONE' w/ 4" LETTERS. OTHERS. AND ARE NOT INCLUDED IN THESE DOCUMENTS. 5, PAVEMENT STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL LAYOUT AND PROJECT #: GE013006 z 1,7280 PROPOSED CONTOURS -�+- ;-;/ T7 CONCRETE 5. FIRE HYDRANT #1 iS LOCATED AT THE REAR OF THE BUILDING AT CORNE ROF PLACEMENT HAS BEEN APPROVED BY ENGINEER. PAVEMENT SURFACE MUST BE SWEPT INTERSECTION. WATER & SANITARY SEWER LOADINGS: PROPOSED OVERHEAD LIGHTING 7. THE F.D.C. RISER IS LOCATED AT THE REAR OF THE BUILDING ADJACENT TO THE REAR 1. WATER DEMAND AND SEWER PRODUCTION: CLEAN APdD FREE OF MATERIAL AND DUST. ALL PAVEMENT MARKINGS SHALL BE F/L FLOWLINE TOS TOP OF SIDEWALK MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL PAVEMENT DRIVEWAY MINIMUM AVERAGE MAXIMUM STRIPINGS SHALL BE 4" WIDE. CONTRACTOR SHALL USE CHLORINATED -RUBBER BASED HANDICAP PARKING SIGN LOCATION PT POINT OF TANGENCY TC TOP OF CURB ENTRANCE ALONG GREENS PRAIRIE RD. WATER: 2 GPM 17.5 GPM 70 GPM TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. ® 1 TP TOP OF PAVEMENT TOG TOP OF GROUND SEWER: 100 GAL/DAY. 1,500 GAUDAY. 6,000 GAL./DAY 6. FIRE LANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4" WIDE RED PAINT . 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CHORD=201.04! \ _ - . - __ 1� � I -1 1, --' __1 I . - --- --I I I - I - - "`*k - ­-, - - - �__7:::;L:________ , t., __ �____ - - czy j - . , - - - ____'�_­____ __ - ------ �­­­___ I I - 1, - __ - -W- -- - --U,)�J�, - � - ..- - - ______� - ­­_ 1-1 � ­� _ - d - _ . I � - . ­ - EXIS I ING - __ - - - - "-,: I __ -1 1! I I ----. , , z . 4___Z_ . . ;�� . - a . --- 1-1 - - - I- �. ,<_ - / - - 11 /I .- I - ____ - ­ �,:jj_ �� . 9 �: , �/ ',)x � SEWERMH------ _:,�,- - --- - ,!3RG=&44-32!46 , ­_ - - , . . � ,,, - ____ __ - �,_ -.-- �­_ _11- __ ­ � �11 T �� __ ��_ �_ - I ­ ­ ____ ___/ 4 , ­___ - " . . . , . 12'DRIVE AISLE 0 . . . . I 11) ___� . .. ., N. HIM MIA COVER I . � . I I � - I— ll�� I . � CROSSING BRANCH 1� - 11, I - . I . � � , I � �ei , ; �- I 1� I .. ,� _. i - ­_ .) � 8" WATER LINE I . - I --- . : 1-1, ­ ,., I I .1 '1� IF 28 _____ I %l?.116 I '. Iiii I --- ____�_ - _j - - - - - ll� I Q 0��_ I I --,-,, I __\.,� , . , . � . 0 Lu I - 1XIS ----,-,, I WN ) ".. I __ � _____ - . 7-=--. U - I . ­ UGE -7Z­47D 6; t _____ ::, I I � I I � I � I I I � I � z z �. .. I I I .w 9 ------: I 11 � ? I -I- . . . __� . EROSION CONTROL (SWPJ_l?lPljx--­ I 1-12-- 7 I,-,- 11 , ! __`�R-,_ � I I I I __ � 29 41 � � Ll .- I � - .. I I � - � . - I � I Bu- __ __ . 1. . ,� � I I I 9% I (1) I I _____ - - ..... .. I .. . t. . . .. .- I ., . .r 1. R I � � . u_ I I . , 1. ­: - .1 `�,_ - I .W,P 11. : ? . __� ___ , I - . .1. .. . . � _:%, I I .�l ­ . - I I NOT TO SCALE I I I I I . � , - .. .,. . 1. I I . ___ . I I - . . . - I . � � I . .�!. .. .,. " . I q - . 400 -4-1 1 1 1 � I . � -ft" I . . ." M � . I .. '. - �� 0 lwft Z q . I Lo . . 0 . .. 1� . R � . % w � � I I . I 0,C) R , b5 . , I �l . , I I I i;> � � I b5 I I I co � ,., , / ______ .1 li , _.. : U) .,�. � ,�,��.� . . � � . 104A'� �JJAZ III , I . � I . I . I . . CC U, 0 Il ,� I ___� 31 1 7." /,.-�-_ / 55 33 36 � . I . ll.�l . 1� . . . ��lx K . �� li�� . I � I � I I . I I I � 0 � I . 29 v - , , . I ____- 34 1 .. . I " - . � --- I L . LIM m . � - I 11 , I . I I IF"FFFIFIll 1. I I z , / z:::::::�::: , � � � � i ��l ::::::,�::: � *FFwmAFFFFFFFFFFFFFFFiiiFim am .. I PUBLIC ACCESS I— - 6I � goo .......... IFFINIFFM IiFFFFFF; ". I ,, . ,�::: .W, "o.w."I'llmmom .1. ­ - ..:: . I :', '' ­�, - ", "m "I ,�. �­ " GENERAL NOTES: NUMERICAL LEGEND I I I "I almo-oll-mm" --.i;;��_ '. EASEMENT LINE .�4 F- cm� ow " FI M.. , -1 / I . I . � . I I I � I... I . � . I., _____________`I 000"'I"FIFIFFFFFFFFFFIFF.......... I'- Z a "II"I"I"FIFFIFFIFFFIFFIFF.I.I.III. ­ I - , / wallb I � � .!�. LE. � 1. TC=320.75' 1 31. STORM DRAINAGE GRATE INLET BASIN � , . I � � GREENS P ME RD. (PRIVATE) � " I now __--s+ . " I . � ­ I "I . 1. BENCHMARK ELEI37' - NORTH RIM OF EXISTING SANITARY SEWER MANHO . < fto I I I I 11 I I . :�__l � I I I . . . / \ I � . . . 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 1 2. TC=318.50' � I 5'x 6 x 12" DEEP CONCRETE BASIN I Lu Lu . � � I- . - I I I I EXISTING UTILITIES. AT LEAST 48 -HOURS, PRIOR TO BEGINNING CONSTRUCTION, THE 3. TC=318.30' I TOP OF CURB=315.00', TOP OF PVMNT=314.50' � :E �- .1 I I - I / /I 1. - ... ­ I . . 4. TC=318.11' ,� I I TOP OF GRATE=314.00', SUMP = 312.00' z ____ I : ­ / -e I _--------7AI . ''I I .�.�_ CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-344-8377. . I �4 qq (n I . ". I - I 1 I ­ 5. TC=319.80' I � 6 L.F. OF 18" PVC STORM PIPE I M I __ � ,: I I � R=500.00' . . � 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION UNIFIED � I � I � / I � " � . I ­­� � I �. I - I � I q. R=500.00' I I . /,�,�o _� . � D=23*11'42" I � " I .. .. ­ - I DESIGN GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET - 6. TC=320.50' : FIL @ BOX=312.00', FIL @ MH=309.24? I 0 "I � � . 'A IF I . " I . I I � . I � � / . ... . : . I . . . .... V , � I I I , I . , D=23'11'42" / 'I,--, I 1, 11 ARC=202.41' . I I I I . . . � 7. TC=319.50' MATCH SOFFIT OF EXIST. 24�'STORM PIPE ftj M03 � , ARC=202.41' ­, � / / . � ,,, I I I -1 ." I .11, : CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S I � � . . .. . -, : - - " . � 11 . �� I I T=102.61' 1�� ­ 11 I STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS . 8. TC=319.50' i 32. 1.5" DOMESTIC WATER SERVICE TAP I I 0 ..j en � I I I I .. �� '. 7, ­ .1 ', I " I ':'_.,��_,-, A-) f. ,. , �� ;, I .. ." I . . I I I I . / T=102.61' . w. , . 1. . . � L , " � I , . I OFFICE PRIOR TO START. 9. TC=318.00' I r lz 5, I I 11 1. I, I mw . I � - - � 1.5" x 8" SADDLE TAP & VALVE . 1. I- . I :-., CHORD=201.04' ­ I I 1, I 11 71 I I � I . � . .11 . � " 313.87' - . � 7�7' ':B��CH=�ELEV_-3�1387' CHORD=201.K .� ., ,,, '�l ---"/ I . �l �'. I . . ./I . BENCHMARK ELEV.= BRG=S 44'32'46'W I I . < ., '. ... / '. "': .", ", 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION I 10. TC=318.00' 1.5" WATER METER & BOX � 1, . "I, �. I . , "� - . BRG =S W32'46'W ._� �� "I � I 11, ST. SANITARY SEWER MH ,\. . I �, I - ui 1� I ,F I . � I I 1 45 L.F. OF 1.5" SCH 40 PVC PIPE WATER LINE I I . �UST. SANITARY SEWER MH -,I " I . � , : DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 11. TC=317.75' I I - '_ - f .1 . . , I . !I , �, I . ­ � �- " I N. RIM MH COVER 3-� - \a�_S_ __ I 'o, I I . N. RIM MH COVER I 11 1�' -1 -1 - - `1: 0. - 1; - , * - th AID -, ; . .j - .1 1, . 11: 11 -I I 1, �" 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY� 12. TC=318.50' � � 6" FIRE SUPPRESSION LINE I I ---_, "I - I,' , -1 1, N I I I ,� -1 - _� _\ . , " �', , 0 "I , ,,, . _; , 1. - I . I I , mi !� � 11 � I v- I OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION 13. TC=318.25' TO BE INSTALLED BY LICENSED FIRE COMPANY I . � - i: 1 jv,4 V� - I 1! . DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING 14. TC=318.30'(LAY-DOWN CURB) 6" x 8" SADDLE TAP . � I . � I . I � � � i� . I 1`1 . I I I � . . I I OF ALL BURIED UTILITIES. I ED 15. LAY -DOWN CURB 6" LOCKABLE P.I.V. VALVE . () 0 � �� I � 1 6. THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE 6. TC=317.50' 45 L.F. OF 6" C900 AWWA CL200 DR14 PVC, PIPE I � � � I I I I SITE LAYOUT & ELEVATIONS SITE UTILITIES & EASEME1\7S BY OWNER. I 1 17. TC=315.50' 33. 6" SANITARY SEWER SERVICE LINE (75 FEET) i I I I I I I u �: . I I I � 7 THE SUBJECT PROPERTY IS CURRENTLY ZONED GENERAL COMMERCIAL (GC I . I I I I � � I -_ I I I . ( ). 18. TC=320.00' 6"o SDR 26 PVC PIPE . [! I SCALE: 1" = 30' 1 SCALE: I" = 30' �-) THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD ' , I . I ii I 1; I 1 19. TC=318.50' I . I I F/L @ BLDG. = 314.60', F/L'@ MH = 308.00' 1 1, I � � � � I � 30 0 30 60 . I 30 0 30 60 . HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY: 20. TP=317.75' � INSTALL EXTERNAL DROP STRUCTURE @ MH . I :: . ;: I � . MAP NUMBER 48041CO325E, EFFECTIVE DATE MAY 16, 2012. � 34. UNDERGROUND ELECTRICAL I : I � I 1 21. DBL. ADA RAMPS (SEE DETAIL SHEET I I I I . � I 000% . : � 5 1 1: I I . � . I . __ � 9. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE � 22. TC=317. OF � SEE ELECTRICAL NOTES THIS PAGE I . V_ I . I !� I I %1%imiii���,� I 1 6 6 6"i 6iiil� I I PROVIDED BY KERR SURVEYING, MAY 2014, AND ESTABLISHED BY THE CAPROCK 23. LOADING ENTRANCE RAMP 140 L.F. OF DBL. 4"O PVC CONDUIT 1! . I � !I I I . ­ 1,11.11. I � � � I I I � � I . . � I I I I � . . .. I __1 I � - CROSSING SUBDIVISION DEVELOPMENT. 24. TC=317.50' � 35* GAS SERVICE LINE TO BE DESIGNED & INSTALLED u IL I �� � � � � I 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.DA 25. TP=317.75' ­ BY ATMOS GAS COMPANY. L9 cv) ft MI 11 . I . . . � � DEMOLITION / CONSTRUCTION WASTE: . I (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS) � 26. TP=317.50' � . I CONTACT LUIS CISNEROS 979-774-2542 . I qq o Of I � I � � I I I . � I . I I . ,� I . I 1. CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, I REQUIREMENTS AND STANDARDS. I 1 27. 13'x 13'TRASH BIN AREA � 0 �e v- I I I LEGEND I 11. LANDSCAPE DESIGN AND ANALYSIS CAN BE FOUND ON SHEET L-1. � I � 36. FIRE DEPT. CONNECTION RISER (FDC) . I I . � .& 14 � DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES /METAL DUMPSTERS 1 28. TC=318.50' I � 2 -WAY SCH. 40 GALVANIZED, WRAPPED WITH uj t I I'F- p � � . � - , I . I I . . � I . � . � SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 12. ALL CURB RADII SHALL BE I'FROM BACK OF CURB UNLESS NOTED OTHERWISE. 1 29. TC=315.25' I . THRUST BLOCKING . Z -%w T- , I 11 . I I I � 13 ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISI. o T- � - __ ___ � � 1. . � � � I I � Lu:: � I - WIDTH VARIES I I . 30. 275 L.F. OF 3 - 2"O PVC CONDUIT PIPE 1 40 FEET - 6"O C900 DR14 CL200 PVC PIPE 9 1 I � � . . � . EXISTING & PROPOSED I SITE CLEARING AND GRADING: I . � ALL GROUND. AND ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROY i 1"I I I � . I .� I I . 11 I I 1. I I . V) :: I . #4 REBAR @ 16'O.C.B.W. I . I I . .1 . ­ 6"O D.I.P. STUB UP @ BUILDING, WRAPPED � I . - I � I I EROSION CONTROL , I .- . I )�\ VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM PUBLIC RIGHT OF WAY OR RESIDENT! M � I N > I I I I . - � � I - I I . . __ . 1. . I � I I � = -I= I � � . I I I 1. SITE PREPARAI CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF , I Rj C T. . � I - I- I '_ 1-11--_ 3'COVER MINIMUM I 1. � I LU >- __j � . . I I,/ I � 11 . PROPERTY LINE � I . DIST I I I , . - ... .-. I. ­, " .. I . . I I I ALL TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT . I 11 . I I .A. -I ...'. . .. �4. * , , A I.' .. . . . .... . j - .,..,O -f ; - ,�%.. ' I - . � ., . - I I � 15. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO ALL AREA. � . . I I I I I Ii � . I . .4 .. :.. .: ... -:­ ..�.-..j..-. ,J�-.." .. .. .. .,.A-, . . : . i . . ., . �'. . I I , I I � � I 1, I 6ff .! ...... . � . . . . . 4 .. .. . .. . I SF-SF-SF-SF�Sl"�` SILT FENCE BUILDING SETBACK LINE . A LOCATION DESIGNATED BY OWNER. � I . I tri . � . ... . , . .. . . .. , , I 1. 1, I � - � %w z 4 . . . � .0 , . . .'- - " '. *"�IFFFI -. - -, . '*** .: *. I . I - THAT HAVE BEEN DISTURBED BY CONSTRUCTION. - I . � � � I . . . . - .. - - . . . . ,. .:.. �.. . . . .. I I � � I . . I . .. : : . ..-' . : . .. . :* .. %. .. .. I? . ' - - - - - - - PUBLIC ACCESS EASEMENT LINE : . I . . :1 .;a � �. !* . ; .. . . 4 . . . . I.. . . . . - ;.% . .:" t - - . . ., ... .. . . - . . . . . . -1. . - RD3 - RD3 - RD3 - , ROCK FILTER DAM - TYPE 3 1 . 2. AH AREAS THAT ARE FOUND TO BE'PUMPING'OR'SINK-HOLES'OR NOT TO BE IN am U.1 � � ` _-_ * * - ", , .­.:`_ : ... .,. , �,..-�...:"".*.:*.".;.""..:.'i.,'..-.*- , " :. 1. `�:.,, , .. i ..� I . � . - - - 16. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCRE - " _ . * ­ , .. ..:"­..:, i lo.. -x - .. 1: .... ..... , ..* , .l.. ;*: - .; ­:� -�:---�--.,­,-., ." . . .. I.I., � ., - I -.1 � . � l�:-.".*:;�_".­_.-*,',, .."-;­.,--.*-, -.., ,'...' :.. ­-�-I:m�' . ­.� .V -W :.,.. r ': - , I D .. - '.. .. � . . 7 !"." I.. .. � .." ;. I � ..: �:.. � ; - , " " - . * " ,­ , . : `..*:,­-.�.:A�.-� '.. ,..: ­, ;�;,. �:l.....-',"'._.l. '' I * " ` �� ,!.-.-.;....'I,' --' _', ". ... .. . I 1: ,-!-.,:` � I ,-, Z ': - � I �_..- _... :.,:.... � , , �.' -I**:.'.,. - . '.., . . ". ll,:". . , "-,'-* - � ... ....: ...'. . , .. .. - .. 'i .. . .:,: , L., . * . . -, .. , .. .. , � I � .j _�_-....�...... , ._.. , .:,.;. .. .. ..i� * - .. ... - .... . .. - .. o . I,., , , . ,.'- ... ,_....., . .. _l-': . il� 'I 1:..*� . . , .. - "., .'.' " . WITH SELECT FILL, COMPACTED PER PROJECT SPECIFICATIONS. f 9��a.l I --1.�l.l.6-111-.r,.L"l.,.. � . .... .1_4. ._­ � '. I I I RESIDENTIAL DISTRICT WITH -IN 150'OF THE SUBJECT LOT, MEASURED FROM A POINT FIVIZ � I � I � � li . � -4S- - - SANITARY SEWER LINEISIZE (INCHES) I - I . � W �. 0 0 1 1 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING � 11 I CURB OUTLET PROTECTION � STORM WATER MITIGATION NOTES: I I 0 ul� I I 1 6" THICK STABILIZED SUBGRADE 6�� I - --.@- - SANITARY SEWER MANHOLE . . I ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE - __. I � � _j it 1� . � I , � I I I I � � � I . - I . CONTRACTOR/I IS RESPONSIBI E FOR FILING A NOTICE OF INTENT (NOI) WITH TtEQ � � I I I � 4- u): - 6W - - I I UNDISTURBED SUBGRADE, . SINCE THE TYPES OF SOILS VARY, THE 6W WATER LINE/I (INCHES) . I SITE ELECTRICAL NOTES: . I . � �= u I � I I I PRIOR TO CONSTRUCTION. � uj 0 . � � I � I I . MUST BE I RECOMMENDED PERCENTAGE OF LIME, FLY PROPOSED I _AE - OVERHEAD ELECTRICAL . 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION I � � � . � � . w co x �, 0 i �l I REMOVED AND REPLACED WITH SELECT I ASH AND/OR CEMENT TO BE ADMIXED I � 1. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. I I I � I I . - WITH THE SUBGRADE SOILS SHOULD BE . LE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO 2. CITY WILL PROVIDE DRAWINGS FOR CONDUIT INSTALLATION. � I . . . . , � . � . � I I . FILL COMPACTED TO 95% STD., - 6W - PROPOSED WATER LINE & SIZE I EXISTING POWER PO I PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 3. DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS AND : I . U) u i,,- u � � CONFIRMED BY SPECIFIC LABORATORY I + � I L I I 4 PROCTOR (D 698) & WITHIN:t:2% OF TESTS PERFORMED AT THE TIME OF I 6S I I I PRO I POSED SANITARY SEWER LINEISIZE (INCHES) I -GAS - UNDERGROUND GAS LINE 3. ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER I EXTEND AS REQUIRED. I � Ii I . � � I . . . I � � 0 0 I co � � I I I I . OPTIMUM MOISTURE .CONSTRUCTION. I . I � I I I GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED VIA A 3' . � 4. IF CONDUIT DOES NOT EXJST AT DESIGNATED TRANSFORMER, DEVELOPER SHALL FURNISH PARFdNG ANALYSIS & DESIGN: I . .j . � � I I � � � .,-/ TEL TELECOMMUNICATIONS LINE � SQUARE INLET GPATE AND THUS CONVEYED TO THE EXISTING REGIONAL . I I AND INSTALL CONDUIT AS SHOWN ON ELECTRICAL LAYOUT. I .1 I I L) � PI -1 WATER VALVE I - . I � DETENTION POND FOR THIS DEVELOPMENT. I I 1. PARKING ANALYSIS & REQUIREMENTS: � I . I � � . � I I � . NOTES:, - - 280 . EXISTING CONTOURS 5. DEVELOPER WILL INSTALL METEWSERVICE LOCATION AS CLOSE AS POSSIBLE TO I REQUIRED PARKING SPOTS: 11 1 per 200 S.F. of MEDICAL CLINIC . I I I I . I I 1. 3,000 psi CONCRETE @ 28 DAY STRENGTH . FIRE HYDRANT ASSEMBLY I . 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL TRANSFORMER. I � . PHASE 1 BUILDING: 7,156 S.F. = 36 PARKING SPOTS � I � I . () 11 I . . � I � STORM DRAIN MANHOLE OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR 6. SERVICE WIRE TO BE FURNISHED AND INSTALLED BY COLLEGE STATION UTILITIES. ! � . 1 2. REBAR SHALL BE 60ksi YIELD STRENGTH �0* . * � . I � I IiIIIIIII I � FIRE - PROPOSED FIRE LANE I SHALL USE ALL MEANS NECESSARY TO PREVENT THE. OCCURRENCES OF WIND BLOWN Ii I . I . � � a- � I , � � I � -4- FIRE HYDRANT , I LITTER FROM THE PROJECT. � SOLID WASTE DISPOSAL: � . , TOTAL PARKING SPOTS PROVIDED: 36 PARKING SPOTS . . . 11 I I I DETAIL TYPICAL REINFORCED CONCRETE PAVEMENT SECTION WATER METER & BOX I I I H WATER VALVE . FIRE SUPPRESSION & FIRE UNE NOTES: � 1. A 12'X 12'METAL TRASH BIN SHALL BE LOCATED IN DESIGNATED AREA WITH A 6'PRIVACY . � - PARKING SPOTS = 1 6 (INCLUDES 2 HANDICAP SPOTS (1 VAN) I DRAWN BY: JOE G. I I . I I I m � 1 2. PARKING LOT SHALL BE 6" THICK EINFORCED CONCRETE WITH #4 REBAR (GRADE 60) AT �i (@ . I N.T.S. I I FAI TRANSFORMER FENCE WITH GATE. � 16" ON CENTER, BOTH WAYS. I: I I I I I DATE: JUNE 2014 1 . I - UGE - PROPOSED UNDERGROUND ELECTRICAL I I -0- UTILITY POLE I 1. FIRE SUPPRESSIONSYSTEM SHALL BE DESIGNED & INSTALLED BY A LICENSED INSTALLER. . FOUNDATION & BUILDING CONSTRUCTION: 3. CONCRETE SHALL BE 3,000 psi AT128 DAY STRENGTH. CONTRACTOR 15 RESPONSIBLE FOR � I �� I I � I I I - I � � 2. FIRE LANES WILL BECONSTRUCTED MEETING MINIMUM FIRE APPARATUS TEMPLATE. I MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) � � I . . � I e2% I . . ? GUY WIRE ANCHOR 3. A FIRE LANE SION SHALL BE INSTALLED AT ENTRANCE. AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY 4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT. SCALE: NOTED � � N=f 1. FOUNDATION I � . . I I � . 31I 3fA____-jf1_ WOOD FENCE 4. CURBS TO BE MARKED: 'FIRE LANE, NO PARKING, TOW AWAY ZOI 4!'LETTERS. OTHERS. AND ARE NOT INCLUDED IN THESE DOCUMENTS. I I 1: . I I . . . I . . 1 280 - PROPOSED CONTOURS I *.-1 I . -1 - -)Tl CONCRETE . � . 5. FIRE HYDRANT #1 IS LOCATED AT THE REAR OF THE BUILDING AT CORNE ROF . 1 5. PAVEMENT STRIPING: DO NOT APPLY TRAFFIC AND LANE STRIPING UNTIL LAYOUT AND . PROJECT #: GE013006 �� . . WATER & SANITARY SEWER LOADINGS- � PLACEMENT HAS BEEN APPROI ENGINEER. .-PAVEMENT SURFACE MUST BE SWEPT , . I � I INTERSECTION. 4 � I CLEAN AND FREE OF MATERIAL AN' D DUST. ALL PAVEMENT MARKINGS SHALL BE I � I �� I I � � PROPOSED OVERHEAD LIGHTING F/L FLOWLINE 7. THE F.D.C. RISER IS LOCATED AT THE REAR OF THE BUILDING ADJACENT TO THE REAR 1. WATER DEMAND AND SEWER PRODUCTION: MECHANICALLY APPLIED TO PRODUCE UNIFORM STRAIGHT EDGES. ALL PAVEMENT i � I � I . . I . � . . *_C_� I TOS TOP OF SIDEWALK DRIVEWAY I MINIMUM AVERAGE MAXIMUM . STRIPINGS SHALL BE 4" WIDE. C RACTOR SHALL USE CHLORINATED -RUBBER BASED - Ar% � 1 1 I . I . . i I � I � --A- HANDICAP PARKING SIGN LOCATION PT POINT OF TANGENCY TC TOP OF CURB I ENTRANCE ALONG GREENS PRAIRIE RD. WATER: I � � GPM 17.5 GPM 70 GPM TRAFFIC PAINT - FACTORY MIXED �QUICK-DRYING, AND NON-BLEEDING. I I I k; = I i � � I � � - SEWER: 100 GAL/DAY. 1,500 GALMAY. 6,000 GALJDAY � I ] I I � I TP TOP OF PAVEMENT TOG TOP OF GROUND � . I 1 6. FIRE LANE: CONTRAC PAINT ALL CURBS AS SHOWN WITH 4oF'WIDE RED PAINT I I I I � . � I I I . I I I I WITH IF FIRE LANE IF SPi 25'TO ESTABLISH FIRE LANE. I . 11 I I FF FINISHED FLOOR ELEVATION 11 I I I � � I I I I 11 I � I . . . I I I � I Ill I I ;I I I I . . [� 14-Iii,s(p , !, I --.-- ` , I m"' - - I I- ' ' ' ' ___ ,�� - 81 L.F " , 11 N�o_ ___r :--: ... :: rl _ 7 i� � � , � , , __� �� T � �� ", " _TF h -AF-AF-AF=-A I I I f--- I I j\ I c -P., 4 1 1 - i \� 1� r -,,- I I � . I I . I I � I I I I I � I I � I I I � I - I :i � � I I . . . I ow I RV I q � I I I I � � I . I I . . I I . . � I . I I I � I . I � � . I I � I . . . I � . I � � � I I . . � I I � I � � I I I e'. 0,C) . . � I I . . I � I . I I . � I � I I . � . . - , I . � I I I . I I I I � � . . . I I . I PST, � � . I I . � . . I . � � I I I I I � I . I STATE HIGHWAY NO. 47 WILLIAM D. I'ITCH PARKWAY R.O.W. VARIES LANDSCAPE CONTRACTOR TO RECEIVE SITE AT APPROXIMATELY 1.5" BELOW FINAL GRADE. ALL ROCK 3, TRASH, Texas Landscajie AND DEBRIS TO BE REMOVED PRIOR TO FINE GRADING. Creations LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITHOUT STANDINGATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORMSEWER 12915 State Hwy 30 INLETS. FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF %" BELOW ADJACENT PAVEMENT. College Station, TX 77845; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ANY EXISTING 979_776_8873 IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITION OR BETTER. LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CITY CODES. o� LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL UTILITIES PRIOR TO NSTRUCTION. EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES. THE CONTRACTOR WILL BE 6 RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPERTY OR UTILITES. HAND' DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. q m . ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REPAIR OF HAZARDOUS CONDIT ONS (TOOLS, OPEN HOLES, ETC.) ON A DAILY BASIS. AC AF- -AiAE RC —AE— _ UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY ROUGHLY CLEAN UP THE PROJECT SIRE OF ALL TRASH CONSTRUCTION DEBRIS LITTER ETC AND REPAIR DAM IGE TO 00 tit I ST ! 1 j ( i { I 1) TUSCARORA CRAPE MYRTLE - - - - SILVER ELAEAGNUS J/ SHUMARD OAK— gpStreetscape — — — ` LIVE OAK— — I I \ LIVE EMERGENCY �-1J 7915G SQ fT ./J SILVER r ELAEAGNUS\< j TEL GAS — GAS _ LIVE OAK �. 1 ____ 5O_ '_Streetscape f1U i ST S®T S®J- ra� SST w UGF - U E LAWN / u I FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. ST A, LAND"SCAPE INOTESi ? 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE) OR A S� PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT SETTHISBPLAN USE HYDROMULCH SEEDING ON AAND ADJACENT LLDISTURBEDAREAPERTY S. BY CONSTRUCTION. IF NOT INDICATED ON I, S I- —; — I AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING BEDS AND LAWN AREAS SHAL BE 1 } INSTALLED BY A LICENSED -IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. l IRRIGATION YSTE T OBE PR TE_ T ED WITH ( A DOUBLE UBLE CHECK BACK FLOW DEVICE EDP IC AND L PER Cl TY INSTAL SST OF COLLEGE STATION CODE ORDINANCE 2394 THE BACKFLOW DEVICE MUST BE TESTED UPON INSTA�LLATfON AS PER CITY ORDINANCE 2394. o I LO d o 'yt 4 d D I SECURE TREE TO STAKES WITH Q �> HOSE AND WIRE AT LOWEST d o CROTCH OF LOWEST BRANCH 0 0 12 GA. GALV. WIRE WITH BLACK TOP OF ROOTBALL TO SIT RUBBER HOSE 70 PROTECT ( SLIGHTLY ABOVE FINISHEDH ^ I - TREE �� GRADE, RL-ACE.RO _ SUBGRADE -----3 - 6' (MIN.) LONG DARK GREEN TILL EXISTING OIL TO A DEPTH OF 6", AND ' ST I "T" POSTS. INSTALL STAKES ADD A 4' DEPTH LAYER OF PLANTING BED 3" HT. WATER RETENTION MIN. V INTO UNDISTURBED SPACING:PER PLAN MIX. PLANTING ED MIX TO BE A 1:1 BASIN SUBGRADE. e a COMBINATION OF FULLY TED ORGANIC MATT:_R WITH TOPSOIL.I, i rDIG THANHOLE THE ROOTBALL WITHWIDER � Q Q � Q � TO 'OF ROOTBALL TO BE III BARKMULC LAYERHARDWOOD SLOPED SIDES. Q e o SLIGHTLY HIGHER THANAq LO FIN SHED GRADE SOT 1 FINISHED GRADE . � ao� -�; - Q,y -� CC '00 1 LAYER OF COMPOST - - e , 111 0 HA ER BED WITH 2" LAYER OF HARDWOOD BARK MULCH _I 11_1 l } BACKFILL WITH NATIVE SOIL, �_` 1 I I� �! i1 f ! I PLANTING BED SHOULD BE SUBSTITUTING WITH TOPSOIL =1 I !_) I I I=I I i= CROWNED AT THE CENTER S� SOT I IF NEEDED. i=1Ti -(� 1=1I I- � i I!=I 11=_1 _I I1=i 1 r UNDISTURBED SUBGRADE f-1fl-i►.(. I VIII ; !�I ii! i!! II_!f! l i I .Ili-Hi(=1i II�_Ii!_Iif_! l_f !II_l,i; ST �� 1 .-i ®. j j ! _I f i-1 I I-1 I i_I i t -i i 1-1 i i-! I !� !'- '�' LL co 1° TREE PLANTINGDETAIL NOT TO SCALE 2° PLANTING BED DETI L NOT I SCALE 4_4 cn / N PLANT SYMBOL KEYAND LANDSCAPE POINT DISTRIBUTION - a -f / SST / r, WILLIAM D FITCH STREETSCAPE: 2371f of frontage - 27 If public access easement = 210 If (210'/50) = 4.2 4.2 X 300 PTS = 1,260 PTS (210'/25) = 8.4 = 9 CANOPY STREET TREES REQUIRED 10 GREENS PRAIRIE STREETSCAPE 202 If of frontage - (25 If of driveway + 18 If public access easement) =159 If (159'/50) = 3.18 3.18 X 300 PTS = 954 PTS (159732) = 4.97 = 5 CANOPY STREET TREES REQUIRED '\,O PUBLIC DRIVE (NORTH SIDE OF PROPERTY) STREETSCAPE (296 If of frontage - (24 If of driveway + 12 If public access easement) = 260 If roadway (260'/50) = 5.2 5.2 X 300 PTS = 1,560 PTS (260732) = 8.13 = 9 CANOPY STREET TREES REQUIRED POINTS PER PROJECT AREA: 64,111 -SQ FT OF SITE AREA 64,111 / 1000 = 64.111 64.111 x 30 = 1,923 PTS TOTAL POINTS: 5,697 10% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-569.7 PTS) TOTAL POINTS REQUIRED: 5,127 TOTAL POINTS PROVIDED: 5,130 5`C`F-Cc-r S Cva � �1vva \.e v��u� SYMBOL SIZE COMMON NAME QTS, POINTS TOTAL BOTANICAL NAME EACH POINTS "ST" ALONG WITH THE TREE SYMBOL ON THE PLAN INDICATES A STREET TREE CANOPY TREES 14 LL 5T- 2.1"-3.4" cal. LIVE OAK 17 150 2,550 30 gal. container min. QUERCUS VIRGINIANA 2.1"-3.4" cal SHUMARD OAK 6 150 900 30 gal. container min. QUERCUS SHUMARDII NON -CANOPY TREES PFI'- c aN 2.1 "-3.4" cal. TUSCARORA CRAPE MYRTLE 30 gal. container min. LAGERSTOEMIA INDICA 1 40 720 `TUSCARORA' SHRUBSby� SNtLv1�S 5 GAL SIL ELAEAGNUS 96 10 960 3' spacing EUS X EBBINGEI TOTAL POINTS PROVIDED: 5,130 LAWN All areas not planting bed or pavement and all disturbed areas on adjacent property to be hydroseed bermuda grass .� scVYP t__. Issued: June 17, 2014 I C c= y d 0 .3 c6 S o Revisions: �w N©S�,,A� CI✓�P,C- Ir-- -Zo ILH ISS bull$lH W . i. � ... ., ... �� , ... � .L� * t, � I . I I � � I _�� -I I I . - I ­ I -- .... � �l I ., ---------------- ------ �__ I � I ­ - - . I.. . I 1. I 6=i��I""""`�"t"`I"`­����������l "I ---i- 7 � I . � I I I � � I t I � � / " 1. . I I I � . 1, , f . I I I �l I . . I � 0 . I" � I . . I . , . ". . , " � , .: � � ". - , . " _ 14 1 95 �l 1, I ­. .. , ,, .. .. 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L....,,,,,,,,,,,,I,,, � 4� 4� 4IIIIIIIIII, '. . � .. . . / ""`I_ __moIIIIIII` I "'. �. -1 � � � "I � I I - ol I 11, �\ , .. , am mow aw" raw .0" EASEMENT LINE "� � . I GENERAL NOTES: � I I I � ,NUMERICAL LEGEND I I � lI,,,, . ago :� , ". , ­�,,', / ____ . I I � I . I � now , . I I I I Z a L -,-I-- . 0-� , I :I Pl!f (PRIVATE 00"� / � on& ,� MANHOLE. 1. TC=320.75' 1 31. STORM DRAINAGE GRATE INLET BASIN \ GREE "SP mow � 4 w �l __ """' ftft *Aft . . ,,-,---3-+-(;-,- " / \\ I I I � I 1. BENCHMARK ELEV.=313.87' - NORTH RIM OF EXISTING SANITARY SEWER 2. TC=318.50' . I 5'x 5'x 12" DEEP CONCRETE BASIN Lu X ll� � 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL I . . I - / � - I . . . � . ___ � ------- EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE . � 3. TC=318.30' I I I I . TOP OF CURB=315.00', TOP OF PVMNT=314.50' I I � . I - . . � I I .1 . : I / I I . I A A - I . I I I . 1. * , 11 . . I ­ I � I I CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-344-8377. 4. TC=318.11' I � TOP OF GRAI00', SUMP = 312.00' 1 he cr U) z . 1_� , , . \ / � _-----4A�3 - I � 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION UNIFIED I _1% . - � 1, �._l I '' . * 1*1: " 1, � �, ) z I R=500.00' .m - :7 ** � � ". I .1 5. TC=319.80' 1 6 L.F. OF 18" PVC STORM PIPE 1. R=500.uu I I - ,.,,, 'I' �� .11 Z � ------- I . � . 6. TC=320.50' I I I F/L @ BOX=312.00', FIL @ MH=309.24� 0 ftwi D . - , � . � . I . I L � I . ...." - I DESIGN GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET / I . . 't", : :11 " 11 ­ ,;.-- , k _* . , .1 I t �_ D=23*11'42" �,' " , - I 11 I I mm) . � I ­ � I �, � - '. - - . .� , I � � CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITYS 7. TC=319,50' I - MATCH SOFFIT OF EXIST. 24PSTORM PIPE ... I I D=23'11'42 � . , � / , ftj I/ 111. .1. I ­ . 1. I ,� ; . -11 "I . , . / - . �.. I - . _iw__7__ - �_ .1 ARC=202.41' ... . .1 I ARC=202.41' - � *, _-7 "' ., � 1. , -, , � �� / , .. - '. ` � __` �/ � STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS 8. TC=319.50' 32. 1.5" DOMESTIC WATER SERVICE TAP . I I , " <: '. " - 11 I ;, . : � - I I ` I - . � . I f. I _ , . I ,� I . . .. I . " � 1. � . -1, , . .. ­ I . I . I . / ., " , , - " I - I 0 ., I ­ 11 �; , I � T=102.61' \ . 4''' , � :,, I � I I , i T=102.61' � , " . � I . mvi a . I I * ... - ­.:� . � . 11 I --- CHORD=201.04! I ",� 11 ,. 11 I , ,., � "I "I . OFFICE PRIOR TO START. . 9. TC=318.00' 1.5" x 8" SADDLE TAP & VALVE oftm CHORD=201.OT �. " , I.. � - I I �� I . " / . I BENCHMARK ELEV.=313.87' I I . " . 11 ! � . , -- - I � � . 1, ,,, . I 10. TC=318.00' . 1.5" WATER METER & BOX ac "IIIIII.IIII. . BENCHMARK ELEV. =313.87' '�_l " V I _j � �, �,�, - __l , BRG=S 44*32'46" W . 11.11 ,.1, . 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION . I Qm Lu BRG=S 4,V32'46" W I , . . -; " -, . ­ - ST. SANITARY SEWER MH . ,,, - . � ,WST. SANITARY SEWER MH , , . / / , , I.. "­ DRAWINGS DO NOT INCLUDE NECESSARTCOMPONENTS FOR CONSTRUCTION SAFETY. 11. TC=317.75' 1 45 L.F. OF 1.5" SCH 40 PVC PIPE WATER LINE � � , �, _ 31-41 , \__ I . . - . , . - - I . I - - ;,�: .. � "..I N. RIM MH COVER f, ,I , .. mi �yl N. RIM MH COVER ___ -3-1--S - , I I I � r I � � , ., . . ,e' . . �. I . TIES, WHERE SHOWN, IS APPROXIMATED ONLY. . � � � 5. LOCATION OF EXISTING BURIED UTILI 12. TC=318.50' 1 6" FIRE SUPPRESSION LINE 1�----. I . I __\ . . ; , I , ,�� �. I ": "', I _? , I I I . � 4. 11 . I � I I 4 � mi I . I . OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION 13. TC=318.25' . TO BE INSTALLED BY LICENSED FIRE COMPANY _q , � . � I � . - . . I I I I � I � DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING 14. TC=318.30'(LAY-DOWN CURB) 6" x 8" SADDLE TAP I . () 0 , . . � I � I . � . � I � I I I � I I I I I I I . OF ALL BURIED UTILITIES. � 15. LAY -DOWN CURB 1 6" LOCKABLE P.I.V. VALVE . 1. It I . � I I . 6. THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE PROVIDED � I . i; . . 1: � . . 16. TC=317.50' 45 L.F. OF 6" C900 AWWA C1200 DR14 PVC PIPE . I . I �� . I I SITE LAYOUT & ELEVATIONS � SITE UTILITIES & EASEMENTS . . BY OWNER. 17. TC=315.50' 33. 6" SANITARY SEWER SERVICE LINE (75 FEET) I I Il I I I . I I I � . . . I I I I I � U � � � I I � � I ! . � I � � I � . I . I I . 7. THE SUBJECT PROPERTY IS CURRENTLY ZONED GENERAL COMMERCIAL (GC). 18, TC=320.00' � 6`0 SDR 26 PVC PIPE I � I � I � . I I I SCALE: 1" = 30' . I � � I � I I � I � SCALE: I" = 30' � I ,� . I . . 8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD ' 19. TC=318.50' I . I I � � I . I � � .1 . . I FIL @ BLDG. = 314-60', FIL @ MH = 308.00' i � � . � I .. I 1 30 0 L 30 . 60 1 . . . . � . . . . I I I I I I � � _. HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY: � 20. TP=317.75' INSTALL EXTERNAL DROP STRUCTURE @ MH I I . . I I I I I - -1 11 _ - - -1 I I -11 - -1 I -_ I - . - - ­ ­ -11 1. I - I - . � 30 0 30 60 . . I I ,. I I � I I_ - I -1 - ,- ___ __ I -1 __ - - � � I . I . 11 I— . - I __ - - _-___ - ____ - - - , - � _ _____ - -, - - I - ____ - - I - __ � I I � - I . MAP NUMBER 48041CO325E, EFFECTIVE DATE MAY 16,2012.- � �� - DBL. A SHEET) I : 34. UNDERGROUND -ELECTRICAL - - I . -_ � -- -_ � 1, I � - � - . __ . . . I I . I , I . . . I I I I I 1. 1 � - � I I - 21; .D.A RAMPS (SEE DETAIL - I 0 % , � . � . . I I � .11 9. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE I I I � � I I ''I . d � � . � I I I � 22. TC=317.50' SEE ELECTRICAL NOTES THIS PAGE � �. I , I . � - . � . . � . 11 I � 1 6 6 - Ill Ill 11 IllwTT%i6iiiiiii . I � .. I I � � ll­�. I 1. 11: 6 6 6=� 6i,iiiiiiiiiiiiii,illililimiloimi � - I , , . T_ � . �: I � I � I I - I .1 I I - � . I . � I : I I - - I . I I . � I I � . I PROVIDED BY KERR SURVEYING, MAY 2014, AND ESTABLISHED BY THE CAPROCK � 23. LOADING ENTRANCE RAMP 1 140 L.F. OF DBL. 4-0 PVC CONDUIT 11"I_ I . � � , . I I . I I I I I . � I I I I . I . I . . CROSSING SUBDIVISION DEVELOPMENT. 1 24. TC=317.50' 35. GAS SERVICE LINE TO BE DESIGNED & INSTALLED I 0 1� 1 � � ____ - � ___ I 0. , . . I I � I I I DEMOLITION / CONSTRUCTION WASTE: . � I 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A 25. TP=317.75' I I �� BY ATMOS GAS COMPANY. 0 tv) III z u , ) . . I � I I I � . I . I (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS) 26. TP=317.50' CONTACT LUIS CISNEROS 979-774-2542. 0 1 � I � . I I I I � . 1. CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, REQUIREMENTS AND STANDARDS. 27. 13'x 13'TRASH BIN AREA . 36. FIRE DEPT. CONNECTION RISER (FDC) in 440 v- P I I . . I I I I I I LEGEND . DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES / METAL DUMPSTERS 11. LANDSCAPE DESIGN AND ANALYSIS CAN BE FOUND ON SHEET L-1. 28. TC=318.50' I . 2 -WAY SCH. 40 GALVANIZED, WRAPPED WITH � � Lu - 1%.. 9 I . . I SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 12. ALL CURB RADII SHALL BE lf FROM BACK OF CURB UNLESS NOTED OTHERWISE. 29. TC=315.25' I . Ila z u T_ I . � I I � I . . I 1 13. ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISI. THRUST BLOCKING I , g w 11 " - WIDTH VARIES 0- � I I I EXISTING & PROPOSED 1 30. 275 L.F. OF 3 - 2"O PVC CONDUIT PIPE 40 FEET - 6"O C900 DR14 CL200 PVC PIPE 0 0 1"',_ I I I � I � EROSION CONTROL � SITE CLEARING AND GRADING: 14. ALL GROUND AND ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM .J > U) i . . � � 6"O D.I.P. STUB UP @ BUILDING, WRAPPED %wo ft i; I . 1 #4 REBAR @ 16" O.C.B.W. � � VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM PUBLIC RIGHT OF WAY OR RESIDENTLM N , m , I I � 1! I I I I I � I � I I IIIIIIIIIIIIIII11=11111111 = = � PROPERTY LINE 1. ,SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF I � 3'COVER MINIMUM � I � ;: � � 'I-/-- I I DISTRICT.. I .� I !I I . . . I... . � . . .- �. ... . . .. .. I I ALL TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT I I LICENSED INSTALLER ONLY - 0 1 1 , - , . . : .. . -,. ` .. . . . I [� I . . .4 , . - t": ,*.:f.-..*. .,. ,� - - -'. --`..-- .*"A?,/ . ... a, *. 1 *,. . .. -` ;'. ... . . - . - . - ALLAREA, I . I ,...A.-:. : . :.: .: ..o.... . . . I I . 1 15. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO I � i: I . �o - - .., t ,o . .. - ..., . - . � . . t.,I -, . . , . . -SF-SF-SF-SF-sF- SILT FENCE . BUILDING SETBACK LINE A LOCATION DESIGNATED BY OWNER. I . I I I-- < Z 0 I � 611 . .... ,� � '! ;_ _-.1 . �,..*. .:.. �, v.,:* ... ...:: 1, I I I THAT HAVE BEEN DISTURBED BY CONSTRUCTION. I � I I z i . , . . - . lit - � '* ` I (.) T- - I . . ... . . :l. .�a * - * .. � ­,:' - .. '. . .: . I . . ..'* . .. . : - . : . *;. *. � . .. : '.. .. . . I .-,t-'��:",.,v­,-. t. ,:.! ...." . :l'.r.-'.: . , . _ .:. . �; - RD3 - RD3 - RD3 -- . ROCK FILTER DAM - TYPE 3 � - - - - - - - PUBLIC ACCESS EASEMENT LINE 2. ALL AREAS THAT ARE FOUND TO BE'PUMPING'OR'SINK-HOLES'OR NOT TO BE IN 16. am w � . ,_.. : - � '_-_"-t:: .!..:".,, I'% ...... : .- ", ... . ---z '. -..� -.-�:­.'­'....., ....: ':�, i* --.-. -"4,:-l:.I ORIGINAL UN -EXCAVATED COMPA . ,!., .,. ....... :,:, .:,. .:�:: ..'. -_�, . .. - . ..". - , _;.`7!*.-.,-.l-"i` , . V , , I .. : ­!,,�.. . - . - - - - . - ­ * . , .:. .1. - . 1, ..-:.,.-..S%:, - , .. '-'. ­,�.,­'.tt' . , .. , -1. - , t:...z­._-,." ..: I :. -�,.."­ , - . " . ,. :.. .. , . ,; I.: - . . I., , �, ... 11 .... '. � .� 1. , * - I . -.:.-;, _ - -,-.t`:"-- -,-.-. : 1: .. - . I I I � ... .1. . . ... -.--- -I,:..: . ,� ... .... --tl� !'t.,:..... .... . � : � ... '.. � ..,.'­� .%. I I . I . . .. . . .... � * ,:�`.'.,,,'-­'.:­_.::. .. -, I'- ...::�­ 1 .-.,., � ... .... WITH SELECT FILLj- COMPACTED PER PROJECT SPECIFICATIONS. , it ..:..: -1: I., ­ , :..� 1, -,�. 1 :,-. . ..... : I."! �,*111: '11--tI " . ... :. _ .'� . . '. � -F-1 �LL:",...... . -.-:_4:. � I �. - . . I I , �� � _4S- - - SANITARY SEWER LINE/SIZE (INCHES) . . RESIDENTIAL DISTRICT WITH -IN 150'OF THE S BJECT LOT, MEASURED FROM A POINT FIVE I . � I � I I LLJ �. 0 1 1 1 � CURB OUTLET PROTECTION . . � STORM WATER MITIGATION NOTES: I I FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING . I . I . � � I � I . 0 u I I . * I I � I . 1 6" THICK STABILIZED SUBGRADE 1�� � I - __@_ - SANITARY SEWER MANHOLE � � I I ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. I � � I I � � . J W () (j) I I - I � � � � . � 1. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILJNG A NOTICE OF INTENT (NOI) WITH TCEQ I . � � . 4 . SINCE THE TYPES OF SOILS VARY, THE I � - 6w - 6w - WATER LINE/SIZE (INCHES) I - I � I . . �= uj 0 U � UNDISTURBED SUBGRADE I � I PRIOR TO CONSTRUCTION. I I SITE ELECTRICAL NOTES: I I � � � I . . I.: I w 0 1 � . WEAK OR "PUMPING" AREAS MUST BE � RECOMMENDED PERCENTAGE OF LIME, FLY PRO'POSED I AE OVERHEAD ELECTRICAL , 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION � 1. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. . . � � - I . I . w I . � ASH AND/011 CEMENT TO BE ADMIXED . I I I I I I I I co �e 0 1, REMOVED AND REPLACED WITH SELECT � I ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO . 2. CITY WILL PROVIDE DRAWINGS FOR CONDUIT INSTALLATION. . � . I � I I � . . � I I I � FILL COMPACTED TO 95% STD. � - WITH THE SUBGRADE SOILS SHOULD BE - PROPOSED WATER LINE & SIZE � EXISTING POWER POLE PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 1 3. . DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS AND . I I 1. I I I I . U) I t) i,- 00 � I � I I � CONFIRMED BY SPECIFIC LABORATORY 6W - . I + I I . � I I I < i � I PROCTOR (D 698) & WITHIN ±2% OF TESTS PERFORMED AT THE TIME OF I - 3, ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER EXTEND AS REQUIRED. � I __ __ I I I I 0 w �� . OPTIMUM MOISTURE 6S - PROPOSED SANITARY, SEWER LINZISIZE (INCHES) GAS UNDERGROUND GAS LINE GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED VIA A 3' � 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER, DEVELOPER SHALL FURNISH � �� I . . I . 1�- .j W � I . I I CONSTRUCTION. � I I I I PARMNG ANALYSIS & DESIGN: I 1. le U I I I . I 0�- WATER VALVE I TEL - TELECOMMUNICATIONS LINE SQUARE INLET GRATE AND THUS CONVEYED TO THE EXISTING REGIONAL AND INSTALL CONDUIT AS SHOWN ON ELECTRICAL LAYOUT. . � I . I I a 0. I � I I ,. I DETENTION PONE, FOR THIS DEVELOPMENT. I 1. PARKING ANALYSIS & REQUIREMENTS: � I . T_ � I - - 5. DEVELOPER VALL INSTALL METER/SERVICE LOCATION AS CLOSE AS POSSIBLE TO I I I I I NOTES: . . 280 - - EXISTING CONTOURS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AM PROPER DISPOSAL TRANSFORMER. . REQUIRED PARKING SPOTS: , I I per 200 S.F. of MEDICAL CLINIC I I I . < 1�1 . . 1. 3,000 psi CONCRETE @ 28 DAY STRENGTH FIRE HYDRANT ASSEMBLY � �i I ­ I . I I I STORM DRAIN MANHOLE OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR 6. SERVICE WIRE TO BE FURNISHED AND INSTALLED BY COLLEGE STATION UTILITIES. PHASE 1 BUILDING: 7,156 S.F. = 36 PARKING SPOTS L . u . ii � I I 0* I * * I I . . 2. REBAR SHALL BE 60ksi YIELD STRENGTH . I I I I I . � - FIRE - . PROPOSED FIRE LANE � � � SHALL USE ALI- MEANS NECESSARY TO PREVENT THE OCCURRENCES OF WIND BLOWN so I : TOTAL PAREING SPOTS PROV16ED: 36 PARKING SPOTS � . I I I . . I �: I ' � � * FIRE HYDRANT .I I LrFTER FROM THE PROJECT. � I LID WASTE DISPOSAL: I � - I 11 I I �� I � I - PARKING SPOTS = 36 (INCLUDES 2 HANDICAP SPOTS (1 VAN) . I I DETAIL TYPICAL REINFORCED CONCRETE PAVEMENT SECTION M WATER METER & BOX I � m WATER VALVE FIRE RESSION & FIRE LINE NOTES: I 1. A 12'X 12'METAL TRASH BIN SHALL BE LOCATED IN DESIGNATED AREA WITH A 6PRIVACY , . . DRAWN BY: JOE G. �: I � i . 2. PARKING LOT SHALL BE 6" THICK REINFORCED CONCRETE WITH #4 REBAR (GRADE 60) AT I I I I � � � I FAI TRANSFORMER . I � FENCE VATH GATE. � I � N.T.S. I 1 16" ON CENTER, BOTH WAYS. : :: 6 � I I I I DATE: JUNE 2014 I I I I � I UGE . PROPOSED UNDERGROUND ELECTRICAL I -0- . UTILITY POLE � 1. FIRE SUPPRESSIONSYSTEM SHALL BE DESIGNED & INSTALLED BY A LICENSED INSTALLER. - FOUNDATION & BUILDING CONSTRUCTION: 3. CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE FOR . I I I I I � � I � i2k � 2. FIRE LANES WILL BE CONSTRUCTED MEETING MINIMUM FIRE APPARATUS TEMPLATE. . � 11 MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) � � � SCALE: .NOTED I I � %zol I PROPOSED SANITARY SEWER MANHOLE GUY WIRE ANCHOR 3. A FIRE LANE SIGN Sj4ALL BE INSTALLED AT ENTRANCE. 1. FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY � 4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT. I I I I . I . 280 . . PROPOSED CONTOURS . . 0 lflA Ifl- WOOD FENCE � 4. CURBS TO BE MARKED: 'FIRE LANE, NO PARKING, TOW AWAY ZONE'w/ 4" LETTERS. I OTHERS. AND ARE NOT INCLUDED IN THESE DOCUMENTS. I . 1 5. PAVEMENT STRIPING: DO NOT APP 'TRAFFIC AND LANE STRIPING UNTIL LAYOUT AND PROJECT #: GE013006 � I I I � I 77 , . ; - -I F.1 CONCRETE 5. FIRE HYDRANT #1. IS LOCATED AT THE REAR OF THE BUILDING AT CORNE ROF WATER & SANITARY SEWER LOADINGS: . � PLACEMENT HAS BEEN APPROVED B r ENGINEER. PAVEMENT SURFACE MUST BE SWEPT �� I � ­ � I � I � I INTERSECTION. . CLEAN AND FREE OF MA ERTAI AND DUST. ALL PAVEMENT MARVJNGS SHALL BE . ­ I I � 1 7. THE F.D.C. RISER IS LOCATED AT THE REAR OF THE BUILDING ADJACENT TO THE REAR 1. WATER DEMAND AND SEWER PRODUCTION: I � MECHANICt'J-LY APPLIED TO PRODIU, "_lE UNIFORM STRAIGHT EDGES. ALL PAVEMENT . I � � I *__[_� PROPOSED OVERHEAD LIGHTING F/L FLOWLINE TOS TOP OF SIDEWALK DRIVEWAY � I I MINIMUM AVERAGE MAXIMUM � . STRIPINGS SHALL BE 4" WIDE. CONT RACTOR SHALL USE CHLORINATED -RUBBER BASED I AV% I I . I . � I I � . I i . � I . a PT POINT OF TANGENCY TC TOP OF CURB ENTRANCE ALONG GREENS PRAIRIE RD. WATER: 1 2 GPM 17.5 GPM 70 GPM TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. I � � ! I � HANDICAP PARKING SIGN LOCATION . � I I Um 1 li . I � � . � SEWER: 100 GI 1,500 GAL/DAY. 6,000 GAL./DAY I � i I I I � I I I � 1 6. FIRELANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4" WIDE RED PAINT I I I TOG TOP OF GROUND � I I I TP TOP OF PAVEMENT I I I . . � I I I WITH " FIRE LANE " SPACED EVERY 2 5'TO ESTABLISH FIRE LANE. 1 . � I I I I I I - . .- I FF FINISHED FLOOR ELEVATION I I � - � I I I I I I . I I . , I � - � - I ,!�(o 1 ILH , . . � I h I � =:- = = I I � cn r, I � t_ I - -, __ E 7r 7v� 1 \ 1 P:�17 \ I I I , . � I I � I � I � . . I I . I . I � � � ll� I I �, Q11call I q I I I � "I I . I I I I � � I I i lbl�o,o � I I � . I � . I I I � I . . I � I . I I I � . I I . . � . I � � � I I . I I � . . I . . I �: Pd . I � I � . I . I I I I . I . . k I � . I I � . � . i I I I I I I I . . I � � I I � I . I I . � . ­ � � I - . I. MMIMMM11" m m .1 , - - .. I I � ..) I � , I - : : .. FI/ I : ./ � I � :1 , I. ,,, . I . � 14 a_ ; I I : . I Lu - I I I I I I � _.. ______� . 1 2j5__ - I ..---- _ � I ` ld - .� � EXISTING GAS LINE � I I , �'l , I '%-) .- ___ - � - - --- __3 _ . . .. .. ,,," .. I � ­ I V -1. �,', . , .d. .. - \1 :;:, PROJECT I ! - I __ ____ ­ 1, ­ I � � , , I I � - ___ - - - __ - � - 11 aA___ - __ __ � . ,-l ­ .. � I.. I � � � I . . . I � 1.1� . � . I I � I -- LOCATION . . i - -_ - ___j ___� . . I . I . I \ i �(s I - --- - ___ :.:I- ?,-,),-,2r--- ____ __ ____l I .. -1" . , � � ­ . �l 1 810 L.F. PERIMETER SILT FENCE -" ;� \��,:�_.j - 1 � I i - ,-- - ___ 3 , . I . - , 'w I ��51;lrj__ - �, EXISTING AERIAL ELEC � . 1. ___ \ I � . I '. .1. � --3 2--a- - __ - - 1, . ..", . � I � I ?, . _� , I—- I I � I . = � i � I � I --- - ___ - , � ,,, ',-: v ­� = = = = -_ -_ -_ = : I � * 71 Ch I I I I i I I � . � ___ 1- __ ts_92_� _ __ , t = =,= = = � - - - - I I . �, , �, .. E�:� k U -i y) - I � I I I . P ir-- - - . I , __� . \.. - - - - - � I I . 1. 4 - � I I i � - - . - :� 3_ - � I , _ ; I . � I � 1- . I . Z C) � I I I � . I � __ , _', ____ __ 1. . �\ __ 5__/ <� I I 1� I I , I . 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L....,,,,,,,,,,,,I,,, � 4� 4� 4IIIIIIIIII, '. . � .. . . / ""`I_ __moIIIIIII` I "'. �. -1 � � � "I � I I - ol I 11, �\ , .. , am mow aw" raw .0" EASEMENT LINE "� � . I GENERAL NOTES: � I I I � ,NUMERICAL LEGEND I I � lI,,,, . ago :� , ". , ­�,,', / ____ . I I � I . I � now , . I I I I Z a L -,-I-- . 0-� , I :I Pl!f (PRIVATE 00"� / � on& ,� MANHOLE. 1. TC=320.75' 1 31. STORM DRAINAGE GRATE INLET BASIN \ GREE "SP mow � 4 w �l __ """' ftft *Aft . . ,,-,---3-+-(;-,- " / \\ I I I � I 1. BENCHMARK ELEV.=313.87' - NORTH RIM OF EXISTING SANITARY SEWER 2. TC=318.50' . I 5'x 5'x 12" DEEP CONCRETE BASIN Lu X ll� � 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL I . . I - / � - I . . . � . ___ � ------- EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE . � 3. TC=318.30' I I I I . TOP OF CURB=315.00', TOP OF PVMNT=314.50' I I � . I - . . � I I .1 . : I / I I . I A A - I . I I I . 1. * , 11 . . I ­ I � I I CONTRACTOR SHALL CONTACT DIG TESS @ 1-800-344-8377. 4. TC=318.11' I � TOP OF GRAI00', SUMP = 312.00' 1 he cr U) z . 1_� , , . \ / � _-----4A�3 - I � 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION UNIFIED I _1% . - � 1, �._l I '' . * 1*1: " 1, � �, ) z I R=500.00' .m - :7 ** � � ". I .1 5. TC=319.80' 1 6 L.F. OF 18" PVC STORM PIPE 1. R=500.uu I I - ,.,,, 'I' �� .11 Z � ------- I . � . 6. TC=320.50' I I I F/L @ BOX=312.00', FIL @ MH=309.24� 0 ftwi D . - , � . � . I . I L � I . ...." - I DESIGN GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET / I . . 't", : :11 " 11 ­ ,;.-- , k _* . , .1 I t �_ D=23*11'42" �,' " , - I 11 I I mm) . � I ­ � I �, � - '. - - . .� , I � � CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITYS 7. TC=319,50' I - MATCH SOFFIT OF EXIST. 24PSTORM PIPE ... I I D=23'11'42 � . , � / , ftj I/ 111. .1. I ­ . 1. I ,� ; . -11 "I . , . / - . �.. I - . _iw__7__ - �_ .1 ARC=202.41' ... . .1 I ARC=202.41' - � *, _-7 "' ., � 1. , -, , � �� / , .. - '. ` � __` �/ � STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS 8. TC=319.50' 32. 1.5" DOMESTIC WATER SERVICE TAP . I I , " <: '. " - 11 I ;, . : � - I I ` I - . � . I f. I _ , . I ,� I . . .. I . " � 1. � . -1, , . .. ­ I . I . I . / ., " , , - " I - I 0 ., I ­ 11 �; , I � T=102.61' \ . 4''' , � :,, I � I I , i T=102.61' � , " . � I . mvi a . I I * ... - ­.:� . � . 11 I --- CHORD=201.04! I ",� 11 ,. 11 I , ,., � "I "I . OFFICE PRIOR TO START. . 9. TC=318.00' 1.5" x 8" SADDLE TAP & VALVE oftm CHORD=201.OT �. " , I.. � - I I �� I . " / . I BENCHMARK ELEV.=313.87' I I . " . 11 ! � . , -- - I � � . 1, ,,, . I 10. TC=318.00' . 1.5" WATER METER & BOX ac "IIIIII.IIII. . BENCHMARK ELEV. =313.87' '�_l " V I _j � �, �,�, - __l , BRG=S 44*32'46" W . 11.11 ,.1, . 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION . I Qm Lu BRG=S 4,V32'46" W I , . . -; " -, . ­ - ST. SANITARY SEWER MH . ,,, - . � ,WST. SANITARY SEWER MH , , . / / , , I.. "­ DRAWINGS DO NOT INCLUDE NECESSARTCOMPONENTS FOR CONSTRUCTION SAFETY. 11. TC=317.75' 1 45 L.F. OF 1.5" SCH 40 PVC PIPE WATER LINE � � , �, _ 31-41 , \__ I . . - . , . - - I . I - - ;,�: .. � "..I N. RIM MH COVER f, ,I , .. mi �yl N. RIM MH COVER ___ -3-1--S - , I I I � r I � � , ., . . ,e' . . �. I . TIES, WHERE SHOWN, IS APPROXIMATED ONLY. . � � � 5. LOCATION OF EXISTING BURIED UTILI 12. TC=318.50' 1 6" FIRE SUPPRESSION LINE 1�----. I . I __\ . . ; , I , ,�� �. I ": "', I _? , I I I . � 4. 11 . I � I I 4 � mi I . I . OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION 13. TC=318.25' . TO BE INSTALLED BY LICENSED FIRE COMPANY _q , � . � I � . - . . I I I I � I � DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING 14. TC=318.30'(LAY-DOWN CURB) 6" x 8" SADDLE TAP I . () 0 , . . � I � I . � . � I � I I I � I I I I I I I . OF ALL BURIED UTILITIES. � 15. LAY -DOWN CURB 1 6" LOCKABLE P.I.V. VALVE . 1. It I . � I I . 6. THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE PROVIDED � I . i; . . 1: � . . 16. TC=317.50' 45 L.F. OF 6" C900 AWWA C1200 DR14 PVC PIPE . I . I �� . I I SITE LAYOUT & ELEVATIONS � SITE UTILITIES & EASEMENTS . . BY OWNER. 17. TC=315.50' 33. 6" SANITARY SEWER SERVICE LINE (75 FEET) I I Il I I I . I I I � . . . I I I I I � U � � � I I � � I ! . � I � � I � . I . I I . 7. THE SUBJECT PROPERTY IS CURRENTLY ZONED GENERAL COMMERCIAL (GC). 18, TC=320.00' � 6`0 SDR 26 PVC PIPE I � I � I � . I I I SCALE: 1" = 30' . I � � I � I I � I � SCALE: I" = 30' � I ,� . I . . 8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD ' 19. TC=318.50' I . I I � � I . I � � .1 . . I FIL @ BLDG. = 314-60', FIL @ MH = 308.00' i � � . � I .. I 1 30 0 L 30 . 60 1 . . . . � . . . . I I I I I I � � _. HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY: � 20. TP=317.75' INSTALL EXTERNAL DROP STRUCTURE @ MH I I . . I I I I I - -1 11 _ - - -1 I I -11 - -1 I -_ I - . - - ­ ­ -11 1. I - I - . � 30 0 30 60 . . I I ,. I I � I I_ - I -1 - ,- ___ __ I -1 __ - - � � I . I . 11 I— . - I __ - - _-___ - ____ - - - , - � _ _____ - -, - - I - ____ - - I - __ � I I � - I . MAP NUMBER 48041CO325E, EFFECTIVE DATE MAY 16,2012.- � �� - DBL. A SHEET) I : 34. UNDERGROUND -ELECTRICAL - - I . -_ � -- -_ � 1, I � - � - . __ . . . I I . I , I . . . I I I I I 1. 1 � - � I I - 21; .D.A RAMPS (SEE DETAIL - I 0 % , � . � . . I I � .11 9. THE METES AND BOUNDS DESCRIPTION AND ALL SHOWN EASEMENTS HEREIN WERE I I I � � I I ''I . d � � . � I I I � 22. TC=317.50' SEE ELECTRICAL NOTES THIS PAGE � �. I , I . � - . � . . � . 11 I � 1 6 6 - Ill Ill 11 IllwTT%i6iiiiiii . I � .. I I � � ll­�. I 1. 11: 6 6 6=� 6i,iiiiiiiiiiiiii,illililimiloimi � - I , , . T_ � . �: I � I � I I - I .1 I I - � . I . � I : I I - - I . I I . � I I � . I PROVIDED BY KERR SURVEYING, MAY 2014, AND ESTABLISHED BY THE CAPROCK � 23. LOADING ENTRANCE RAMP 1 140 L.F. OF DBL. 4-0 PVC CONDUIT 11"I_ I . � � , . I I . I I I I I . � I I I I . I . I . . CROSSING SUBDIVISION DEVELOPMENT. 1 24. TC=317.50' 35. GAS SERVICE LINE TO BE DESIGNED & INSTALLED I 0 1� 1 � � ____ - � ___ I 0. , . . I I � I I I DEMOLITION / CONSTRUCTION WASTE: . � I 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH A.D.A 25. TP=317.75' I I �� BY ATMOS GAS COMPANY. 0 tv) III z u , ) . . I � I I I � . I . I (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY STANDARDS) 26. TP=317.50' CONTACT LUIS CISNEROS 979-774-2542. 0 1 � I � . I I I I � . 1. CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING, REQUIREMENTS AND STANDARDS. 27. 13'x 13'TRASH BIN AREA . 36. FIRE DEPT. CONNECTION RISER (FDC) in 440 v- P I I . . I I I I I I LEGEND . DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES / METAL DUMPSTERS 11. LANDSCAPE DESIGN AND ANALYSIS CAN BE FOUND ON SHEET L-1. 28. TC=318.50' I . 2 -WAY SCH. 40 GALVANIZED, WRAPPED WITH � � Lu - 1%.. 9 I . . I SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 12. ALL CURB RADII SHALL BE lf FROM BACK OF CURB UNLESS NOTED OTHERWISE. 29. TC=315.25' I . Ila z u T_ I . � I I � I . . I 1 13. ALL DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB UNLESS NOTED OTHERWISI. THRUST BLOCKING I , g w 11 " - WIDTH VARIES 0- � I I I EXISTING & PROPOSED 1 30. 275 L.F. OF 3 - 2"O PVC CONDUIT PIPE 40 FEET - 6"O C900 DR14 CL200 PVC PIPE 0 0 1"',_ I I I � I � EROSION CONTROL � SITE CLEARING AND GRADING: 14. ALL GROUND AND ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM .J > U) i . . � � 6"O D.I.P. STUB UP @ BUILDING, WRAPPED %wo ft i; I . 1 #4 REBAR @ 16" O.C.B.W. � � VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM PUBLIC RIGHT OF WAY OR RESIDENTLM N , m , I I � 1! I I I I I � I � I I IIIIIIIIIIIIIII11=11111111 = = � PROPERTY LINE 1. ,SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF I � 3'COVER MINIMUM � I � ;: � � 'I-/-- I I DISTRICT.. I .� I !I I . . . I... . � . . .- �. ... . . .. .. I I ALL TOP SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT I I LICENSED INSTALLER ONLY - 0 1 1 , - , . . : .. . -,. ` .. . . . I [� I . . .4 , . - t": ,*.:f.-..*. .,. ,� - - -'. --`..-- .*"A?,/ . ... a, *. 1 *,. . .. -` ;'. ... . . - . - . - ALLAREA, I . I ,...A.-:. : . :.: .: ..o.... . . . I I . 1 15. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO I � i: I . �o - - .., t ,o . .. - ..., . - . � . . t.,I -, . . , . . -SF-SF-SF-SF-sF- SILT FENCE . BUILDING SETBACK LINE A LOCATION DESIGNATED BY OWNER. I . I I I-- < Z 0 I � 611 . .... ,� � '! ;_ _-.1 . �,..*. .:.. �, v.,:* ... ...:: 1, I I I THAT HAVE BEEN DISTURBED BY CONSTRUCTION. I � I I z i . , . . - . lit - � '* ` I (.) T- - I . . ... . . :l. .�a * - * .. � ­,:' - .. '. . .: . I . . ..'* . .. . : - . : . *;. *. � . .. : '.. .. . . I .-,t-'��:",.,v­,-. t. ,:.! ...." . :l'.r.-'.: . , . _ .:. . �; - RD3 - RD3 - RD3 -- . ROCK FILTER DAM - TYPE 3 � - - - - - - - PUBLIC ACCESS EASEMENT LINE 2. ALL AREAS THAT ARE FOUND TO BE'PUMPING'OR'SINK-HOLES'OR NOT TO BE IN 16. am w � . ,_.. : - � '_-_"-t:: .!..:".,, I'% ...... : .- ", ... . ---z '. -..� -.-�:­.'­'....., ....: ':�, i* --.-. -"4,:-l:.I ORIGINAL UN -EXCAVATED COMPA . ,!., .,. ....... :,:, .:,. .:�:: ..'. -_�, . .. - . ..". - , _;.`7!*.-.,-.l-"i` , . V , , I .. : ­!,,�.. . - . - - - - . - ­ * . , .:. .1. - . 1, ..-:.,.-..S%:, - , .. '-'. ­,�.,­'.tt' . , .. , -1. - , t:...z­._-,." ..: I :. -�,.."­ , - . " . ,. :.. .. , . ,; I.: - . . I., , �, ... 11 .... '. � .� 1. , * - I . -.:.-;, _ - -,-.t`:"-- -,-.-. : 1: .. - . I I I � ... .1. . . ... -.--- -I,:..: . ,� ... .... --tl� !'t.,:..... .... . � : � ... '.. � ..,.'­� .%. I I . I . . .. . . .... � * ,:�`.'.,,,'-­'.:­_.::. .. -, I'- ...::�­ 1 .-.,., � ... .... WITH SELECT FILLj- COMPACTED PER PROJECT SPECIFICATIONS. , it ..:..: -1: I., ­ , :..� 1, -,�. 1 :,-. . ..... : I."! �,*111: '11--tI " . ... :. _ .'� . . '. � -F-1 �LL:",...... . -.-:_4:. � I �. - . . I I , �� � _4S- - - SANITARY SEWER LINE/SIZE (INCHES) . . RESIDENTIAL DISTRICT WITH -IN 150'OF THE S BJECT LOT, MEASURED FROM A POINT FIVE I . � I � I I LLJ �. 0 1 1 1 � CURB OUTLET PROTECTION . . � STORM WATER MITIGATION NOTES: I I FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH BUILDING . I . I . � � I � I . 0 u I I . * I I � I . 1 6" THICK STABILIZED SUBGRADE 1�� � I - __@_ - SANITARY SEWER MANHOLE � � I I ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. I � � I I � � . J W () (j) I I - I � � � � . � 1. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILJNG A NOTICE OF INTENT (NOI) WITH TCEQ I . � � . 4 . SINCE THE TYPES OF SOILS VARY, THE I � - 6w - 6w - WATER LINE/SIZE (INCHES) I - I � I . . �= uj 0 U � UNDISTURBED SUBGRADE I � I PRIOR TO CONSTRUCTION. I I SITE ELECTRICAL NOTES: I I � � � I . . I.: I w 0 1 � . WEAK OR "PUMPING" AREAS MUST BE � RECOMMENDED PERCENTAGE OF LIME, FLY PRO'POSED I AE OVERHEAD ELECTRICAL , 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION � 1. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. . . � � - I . I . w I . � ASH AND/011 CEMENT TO BE ADMIXED . I I I I I I I I co �e 0 1, REMOVED AND REPLACED WITH SELECT � I ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO . 2. CITY WILL PROVIDE DRAWINGS FOR CONDUIT INSTALLATION. . � . I � I I � . . � I I I � FILL COMPACTED TO 95% STD. � - WITH THE SUBGRADE SOILS SHOULD BE - PROPOSED WATER LINE & SIZE � EXISTING POWER POLE PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 1 3. . DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS AND . I I 1. I I I I . U) I t) i,- 00 � I � I I � CONFIRMED BY SPECIFIC LABORATORY 6W - . I + I I . � I I I < i � I PROCTOR (D 698) & WITHIN ±2% OF TESTS PERFORMED AT THE TIME OF I - 3, ALL STORM WATER PRODUCED FROM THIS SITE GENERALLY SHEET FLOWS OVER EXTEND AS REQUIRED. � I __ __ I I I I 0 w �� . OPTIMUM MOISTURE 6S - PROPOSED SANITARY, SEWER LINZISIZE (INCHES) GAS UNDERGROUND GAS LINE GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND IS COLLECTED VIA A 3' � 4. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER, DEVELOPER SHALL FURNISH � �� I . . I . 1�- .j W � I . I I CONSTRUCTION. � I I I I PARMNG ANALYSIS & DESIGN: I 1. le U I I I . I 0�- WATER VALVE I TEL - TELECOMMUNICATIONS LINE SQUARE INLET GRATE AND THUS CONVEYED TO THE EXISTING REGIONAL AND INSTALL CONDUIT AS SHOWN ON ELECTRICAL LAYOUT. . � I . I I a 0. I � I I ,. I DETENTION PONE, FOR THIS DEVELOPMENT. I 1. PARKING ANALYSIS & REQUIREMENTS: � I . T_ � I - - 5. DEVELOPER VALL INSTALL METER/SERVICE LOCATION AS CLOSE AS POSSIBLE TO I I I I I NOTES: . . 280 - - EXISTING CONTOURS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AM PROPER DISPOSAL TRANSFORMER. . REQUIRED PARKING SPOTS: , I I per 200 S.F. of MEDICAL CLINIC I I I . < 1�1 . . 1. 3,000 psi CONCRETE @ 28 DAY STRENGTH FIRE HYDRANT ASSEMBLY � �i I ­ I . I I I STORM DRAIN MANHOLE OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR 6. SERVICE WIRE TO BE FURNISHED AND INSTALLED BY COLLEGE STATION UTILITIES. PHASE 1 BUILDING: 7,156 S.F. = 36 PARKING SPOTS L . u . ii � I I 0* I * * I I . . 2. REBAR SHALL BE 60ksi YIELD STRENGTH . I I I I I . � - FIRE - . PROPOSED FIRE LANE � � � SHALL USE ALI- MEANS NECESSARY TO PREVENT THE OCCURRENCES OF WIND BLOWN so I : TOTAL PAREING SPOTS PROV16ED: 36 PARKING SPOTS � . I I I . . I �: I ' � � * FIRE HYDRANT .I I LrFTER FROM THE PROJECT. � I LID WASTE DISPOSAL: I � - I 11 I I �� I � I - PARKING SPOTS = 36 (INCLUDES 2 HANDICAP SPOTS (1 VAN) . I I DETAIL TYPICAL REINFORCED CONCRETE PAVEMENT SECTION M WATER METER & BOX I � m WATER VALVE FIRE RESSION & FIRE LINE NOTES: I 1. A 12'X 12'METAL TRASH BIN SHALL BE LOCATED IN DESIGNATED AREA WITH A 6PRIVACY , . . DRAWN BY: JOE G. �: I � i . 2. PARKING LOT SHALL BE 6" THICK REINFORCED CONCRETE WITH #4 REBAR (GRADE 60) AT I I I I � � � I FAI TRANSFORMER . I � FENCE VATH GATE. � I � N.T.S. I 1 16" ON CENTER, BOTH WAYS. : :: 6 � I I I I DATE: JUNE 2014 I I I I � I UGE . PROPOSED UNDERGROUND ELECTRICAL I -0- . UTILITY POLE � 1. FIRE SUPPRESSIONSYSTEM SHALL BE DESIGNED & INSTALLED BY A LICENSED INSTALLER. - FOUNDATION & BUILDING CONSTRUCTION: 3. CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR IS RESPONSIBLE FOR . I I I I I � � I � i2k � 2. FIRE LANES WILL BE CONSTRUCTED MEETING MINIMUM FIRE APPARATUS TEMPLATE. . � 11 MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) � � � SCALE: .NOTED I I � %zol I PROPOSED SANITARY SEWER MANHOLE GUY WIRE ANCHOR 3. A FIRE LANE SIGN Sj4ALL BE INSTALLED AT ENTRANCE. 1. FOUNDATION AND BUILDING DESIGN AND CONSTRUCTION ARE TO BE PROVIDED BY � 4. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT. I I I I . I . 280 . . PROPOSED CONTOURS . . 0 lflA Ifl- WOOD FENCE � 4. CURBS TO BE MARKED: 'FIRE LANE, NO PARKING, TOW AWAY ZONE'w/ 4" LETTERS. I OTHERS. AND ARE NOT INCLUDED IN THESE DOCUMENTS. I . 1 5. PAVEMENT STRIPING: DO NOT APP 'TRAFFIC AND LANE STRIPING UNTIL LAYOUT AND PROJECT #: GE013006 � I I I � I 77 , . ; - -I F.1 CONCRETE 5. FIRE HYDRANT #1. IS LOCATED AT THE REAR OF THE BUILDING AT CORNE ROF WATER & SANITARY SEWER LOADINGS: . � PLACEMENT HAS BEEN APPROVED B r ENGINEER. PAVEMENT SURFACE MUST BE SWEPT �� I � ­ � I � I � I INTERSECTION. . CLEAN AND FREE OF MA ERTAI AND DUST. ALL PAVEMENT MARVJNGS SHALL BE . ­ I I � 1 7. THE F.D.C. RISER IS LOCATED AT THE REAR OF THE BUILDING ADJACENT TO THE REAR 1. WATER DEMAND AND SEWER PRODUCTION: I � MECHANICt'J-LY APPLIED TO PRODIU, "_lE UNIFORM STRAIGHT EDGES. ALL PAVEMENT . I � � I *__[_� PROPOSED OVERHEAD LIGHTING F/L FLOWLINE TOS TOP OF SIDEWALK DRIVEWAY � I I MINIMUM AVERAGE MAXIMUM � . STRIPINGS SHALL BE 4" WIDE. CONT RACTOR SHALL USE CHLORINATED -RUBBER BASED I AV% I I . I . � I I � . I i . � I . a PT POINT OF TANGENCY TC TOP OF CURB ENTRANCE ALONG GREENS PRAIRIE RD. WATER: 1 2 GPM 17.5 GPM 70 GPM TRAFFIC PAINT - FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. I � � ! I � HANDICAP PARKING SIGN LOCATION . � I I Um 1 li . I � � . � SEWER: 100 GI 1,500 GAL/DAY. 6,000 GAL./DAY I � i I I I � I I I � 1 6. FIRELANE: CONTRACTOR SHALL PAINT ALL CURBS AS SHOWN WITH 4" WIDE RED PAINT I I I TOG TOP OF GROUND � I I I TP TOP OF PAVEMENT I I I . . � I I I WITH " FIRE LANE " SPACED EVERY 2 5'TO ESTABLISH FIRE LANE. 1 . � I I I I I I - . .- I FF FINISHED FLOOR ELEVATION I I � - � I I I I I I . I I . , I � - � - I ,!�(o 1 ILH , . . � I h I � =:- = = I I � cn r, I � t_ I - -, __ E 7r 7v� 1 \ 1 P:�17 \ I I I , . � I I � I � I � . . I I . I . I � � � ll� I I �, Q11call I q I I I � "I I . I I I I � � I I i lbl�o,o � I I � . I � . I I I � I . . I � I . I I I � . I I . . � . I � � � I I . I I � . . I . . I �: Pd . I � I � . I . I I I I . I . . k I � . I I � . � . i I I I I I I I . . I � � I I � I . I I . � . ­ � � I