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1101 Luther St.
i SCALE SITE • ARCHITECTURAL • ♦ • , 9 OVERALL EROSION/SEDIMENTATION CONTROL Vit' TREE PROTECTION PLAN 10-12 30 SCALE EROGfO-N/9EO , NTATION CONTROL — & TREEPROTECTION PLAN 13 DRAINAGE AREA MAP 14 OVERALL GRADING PLAN 15-17 - 30 SCALE GRADING PLANS IS OVERALL UTILITY LAYOUT 119-21 30 SCALE WATER LINE LAYOUTS 22-243 WATER LINE' PROFILES 27-29 30 SCALE. WASTEWATER LINE LAYOUTS 30 WASTEWATER LINE PROFILES 31-33 30 SCALE STORM SEWER LINE LAYOUTS 34-38 STORM SEWER PROFILER 37-42- GENERAL DETAILS Y3 LANDSCAPE PLAN actor s sole ex rise- net w no e a e o to these at the Contr pe of utilities and relocate owners ! f one.il) be with a' omb nation o _ ( i) From September 15 t o March i, seeding shallc P 9 deb owners ofprivatelyowned 7 s er r location costs or -dams es on account of delays due to'changes ma y ound per 1, 000 square feat of unhu /led Bermuda, and seven f ) pound p - e 9 YP P 9 r Inat Ion. 1 000 square feet of Wlnt or e, with a ur /t of 95/. with 90% ge m . q Rye,, P Y GE "T .X 0 E TILE- FABRIC. Nlf/TIeS wflfufffiff"Ur progress v, WO A. - - STEEL POSTS - - i with hulled Bermuda at ,a rate (17) From March' 2 to September 14, seeding shall be t h e MAX. N X. 6' SPACING (G i N TRU_CT ONOTES :GENERAL . CONSTRUCTION CONTROL � N TES N TAT1ONCON EROSION ANDSEDIMENTATIONE O- ;- '. of three .(3) pounds per 1,000 square feet, with a purity of 95/. with 85/ 24" , MINT _-- (APA1Ice bIe to all line endsite work) 6„ - " TRENCH (BACKFILLED) Dlsposal of spoil the responsibility will a res of `the ,Contractor and removed to a permitted area or _ T b po ty ` 1 f: the time of bidding shat ! govern n .current o 9 The standard .construction specifications of the City of College Staflo ng (4 -6••) DEPTH TRENCH 'CROSS ; SECTION ..SILT .FENCE " GENERAL NOTES:. materials and methods used to dot his work. : ` D PERMANENT EROSION AND P S TEMPORARY AND E a " " 2. If blasting Is lannedbYtte Contractor , a blasting Permit mst be prior to commncement of NOTES: THE TOE OF THE SILT, FENCE SHALL 8E TRENCHED 1N WITH A SPADE OR J .MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH dS,FLAT any construction. Blasting will not be permitted Within, 0f any exIstln9 lines structures without 1SEDIMENTATION'CONTROL The contractor shad/ Install erosion/sedTmntatton controls and treelnatural . area protection fencing prior to any site preparation tton work (clearing, grubbing or z a 1N (E.G. PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL SIDE TO -: prior written consent of the Engineer. - excavation). ` WHEN THE.:STRUCTURE:CEASES TO FUNCTION AS INTENDED, TO SILT with sol / t ck if ler at a rate of 1. 4 pounds per 1 000 square feet. square feet, a a P P q THE TRENCH MUST. BE A MINIMUM OF 6'INCHES DEEP AND 6 INCHES WIDE TO z _ accordance with the. c merit of erosTon/sedlmentatlon cant she J! be Tri'accord 2. Theplacement ` centered at the crossing. All water/Ines shall conform to AWWA C-900 pvcclass 150 (DR 18).' WITH COMPACTEDAT MATERIAL. z 0 4. :SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR ro l: Plan.: approved Erosion and Sedimentation Cont - TO"WOVEN :WIRE,;WHICH IS IN TURN ATTACHED TOTHESTEEL FENCE POST. - _ J. l water !for al wet t e us / material ed as bedding mat T If ca rxl rxi n S ` i tions w1/ b meeting Cl ' of College 5tatlo s_ P� Crushed stone mee ty e9 P 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR W OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. : -schedule 80, 200 ps1 rated p1pe. - - e with the contractor, design 3. A re construction conference shatl be held ons ft h t o 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS 0 NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. t .use:of ex loslves. . throe h he n ditches excavated P and/or wastewater matnS Installed t 9 t 7 Ins e'ctor after Instal tat Ion -of the It J7c nt and Env Ironman a , erg (neer/perm applicant D a `THE SILT" SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER DRAINAGE 11TlUTY : AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.' ADD JO L SIL TION. " r n prior to t Jon .controls and free/natural area protect !on measures, and eros Jon/sad /menta P P, SF " STANDARD SYMBOL LU beg Inn In an site reA arat fon work. 9 Y P 639-1 CITY ` OF AUSTIN 4. e at he pavement grade t be raised to 9 "Manhole frames, covers, and water valve boxes will Pa intervals, and t ro !s and fences at weekly in erva a 4. The: contractor is required to Inspect the con y _13. , r to final vl construction. adjustments shat! be completed for pa ng sex rise. All utility ad � P Contractor pe ty Jperson(s) ralnf I events to Insure that the are functJanln proper The: aft er s Ign If /cant a l Y g P P Y ons res ons lb le for:maInt enance of controls and fences: she !! Immediately make any resp SCALE: N. T. S. 642-1 contractor. This will Include spraying water on ell disturbed areas, spoil piles, or :haut materlals APPROVED DATE- when v r r trs to damaged areas. SI It ` accumu tat Ion at controls must .be removed repairs g _ s 1/ be anon v f utl/I One she test! or sterilization ty flttl s `valves or her appurtenances necessary ng e reaches six (6 Inches the depth D • 5 - of .a ,for. ..Any ng , , PPu and waterway crossings s constructed Prior to `flnai acceptance b the City, haul roads y g 5. P Y Y Owner. ovlded b the Contractoraf`ne additJonal cast to the Ow Pr y • nt-removed from the contractor access must be removed accumulated sediment 'for temporary r a r cont a r P Y Occupational .Safety and tY the responsibility of the• Health Administration. ` Trench safe shall be _ . All !a original rade.-.and rave et at ed. A rid waterway, and the. area restored to the o g g g Y work. Contract documents which Include a safety Contractor and shall be lncidental to payment for line w trench r In debr is she II be d Is used of In approved spa !I d Isposa 1. s It es. c lea 9. D PP , fie " 6. Station City College at n I be compacted In accordance with the C y of of age sunder proposed roads shat Pa All backflited area P P� ! n ontrol:flan. may be re aired h the 6. Fie td rev to fhe Erosion and Sed merit at Jo C y q Y Standard Specifications requirements. - Env lronmentaI Inspector during the course of construction to correct control 15. fnade4uacles. _ - 7. PermanentErosion Contrvlr All disturbedareas shall be restored as noted below: retracted of ductile Iron or AWWA C _t 900, PVC for at least one : concrete encased or constructed foot outside each . 7. Alignment shown Plans shell e achieved bYdeflection, except where Specific ftin9s are c alled .for::. side of the ditch line. Where trenches wilder than 12 Inches cross under existing wastewater Imes. , the - (a) A mIn Imam of four !41 Inches of t opsol i she / I be .p laced;. In all dra /nage chanrie is V centered over the sewer lines shall be !replaced with/ one 2O ft. joint of ductile -Iron or C-900 PVC ce erect purposes There will be no Item for fftti s used for deflectionpu po on Plans pay n9P - - lexce t rock), and between the curb and -r right of way. _ !b1 The seeding for permanent erosion control shall be aDD1led overr areas disturbed. 8. such as Imes a1x1 protect all exist/ utilities gas It Is the Contractor: s responsibility to locate p r>9 b construe t !on as Pollows: , Y t-of-waY waterlines, valve boxes, fire hYBrants structures and other appurtenances thatIle within the rl9h BROADCAST SEED l NGz n rade of existing streets , other traffic areas,• 36 Inches undeveloped areas, 48 Inches below finished g n9 or /! utilities,. t his expense, a r or to rIn ort acttf Ir aSeptember_ and it shall be the responslbllity of the C epa P� t l 1 'From 15 't o March 1, sh a l / be w h a c o m D a t Ion of one !1 t of proposed streets or other traffic area's... Top. o f valve stems shall be 30 36 below actual subgrade p opos , .easements.. damaged ed dart rid an other Items a er, sidewalks :fences a 9 n9 ve nt curb and utt Y driveways, pavement, 9 t f unhulled Bermuda and seven (7) pounds per pound per I,000 square fee o P A A 9 . rminatJon. i, 000. square feet of Winter Ryer wit a purity of 95/, with 901. ge below finish grade. on the Plans.. The location of exist construction .regardless of whether. these items are shownn9 -J ` 2 t o September ember 1 � : seeding shall l be with hutted Bermuda at a rate (1 1 From March p 9 17. to normal precautions when excavating; overhead and underground utl/Ities Is approximate. 1n-addltlon p , three (3) pounds per 1 000 square feet, with a purity of 95X with 85/. of p p q P Y " -take extra caution when excavating within 25 feet of any utilities s shavn on the Plans. germinat ton. r Bete type, and shall have an tcJ Fort 7llzer shall be slow release .granular o De d yp , 1 SEQUENCE OF CONSTRUCTION analysis of 15-15-15, and shall be at the rate of one,fl) pound. pe r 1,000 Y AI INSTALL EROSION CONTROLS AS INDICATED ON APPROVED CONSTRUCTION PLANS. 9. ! Jtles Indicated oron Plans, resent obstructions to :grade and altgnment of Whenever existing ut I , P r feet -once at the t Ime of Iant Ing, and age 1n once during the t Ime of square p 9 9 9 8) RE INSTALL TREE PROTECTION. ,not _ - est ab l Jshment. C) r " who without dela `improvements p/pe, Immediately notify Engineer, w Y, will determine whenever existing and alignment of changed. Where necessary to move services, be grad PIPE rr<1 o nds per 1 000 J Mulch type used aha/l be etre or ha a Med at a rate of 45 p u p , (d c YP Y Y PP . are to relocated, or e 9 square feet CONSTRUCT UTILITY IMPROVEMENTS. es wires pipelines, or other obstructions,: the Contractor shall make arrangements with the poi 9uY •PPB_ . HYDRAULIC SEEDING: actor s sole ex rise- net w no e a e o to these at the Contr pe of utilities and relocate owners ! f one.il) be with a' omb nation o _ ( i) From September 15 t o March i, seeding shallc P 9 deb owners ofprivatelyowned 7 s er r location costs or -dams es on account of delays due to'changes ma y ound per 1, 000 square feat of unhu /led Bermuda, and seven f ) pound p - e 9 YP P 9 r Inat Ion. 1 000 square feet of Wlnt or e, with a ur /t of 95/. with 90% ge m . q Rye,, P Y BOARDS GE "T .X 0 E TILE- FABRIC. Nlf/TIeS wflfufffiff"Ur progress v, WO A. - - STEEL POSTS - - i with hulled Bermuda at ,a rate (17) From March' 2 to September 14, seeding shall be t h e MAX. N X. 6' SPACING (G i 24' MIN. OV EN WIRE SUPPORT ". :1 ABOVE GROUND 32 GA. WIRE z :NET BACKING '. of three .(3) pounds per 1,000 square feet, with a purity of 95/. with 85/ 24" , MINT ACCESS ROAD BOARDS EX ISTINGLOCATION 6„ - " TRENCH (BACKFILLED) Dlsposal of spoil the responsibility will a res of `the ,Contractor and removed to a permitted area or _ T b po ty :.MIN, : ". germination. ...E FABRIC- TOE 1N (4 -6••) DEPTH TRENCH 'CROSS ; SECTION ..SILT .FENCE he onsite temporary d/s al area aemporarNy disposed of at t pot ry pas. GENERAL NOTES:. - -15" at :a r ! be a water soluble /e fart t / Izer with -an analysis of 75 15 Fort I ! tze she l, J. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BENS I TALLED ON A SLIGHT a ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED z a A MINIMUMOF ONE FOOT. rate of 1.5 pounds per 1,000 square feet. THE TOE OF THE SILT, FENCE SHALL 8E TRENCHED 1N WITH A SPADE OR J .MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH dS,FLAT � AND PERPENDICULAR TO LINE OF FLOW. " WHERE : N H E FENCE CAN NOT BE TRENCHED z a 1N (E.G. PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL SIDE TO -: PREVENT FLOW UNDER FENCE. 0 WHEN THE.:STRUCTURE:CEASES TO FUNCTION AS INTENDED, TO SILT with sol / t ck if ler at a rate of 1. 4 pounds per 1 000 square feet. square feet, a a P P q THE TRENCH MUST. BE A MINIMUM OF 6'INCHES DEEP AND 6 INCHES WIDE TO z ALLOW FOR THE SILT FENCE FABRIC TO BE LAID,IN THE GROUND AND BACKFILLED centered at the crossing. All water/Ines shall conform to AWWA C-900 pvcclass 150 (DR 18).' WITH COMPACTEDAT MATERIAL. z 0 4. :SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR a- TO"WOVEN :WIRE,;WHICH IS IN TURN ATTACHED TOTHESTEEL FENCE POST. n, 5. DAILY INSPECTION SHALL 'BE ON SEVERE -SERVICE ROCK MADE CK BERMS; .SILT SHALL BE U` P 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR W OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. : -schedule 80, 200 ps1 rated p1pe. - 'SHALL BE REMOVED N ` ED A D DISPOSED OF IN AN APPROVED MANNER. r 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS 0 NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. N` >. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. HES . a `THE SILT" SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER DRAINAGE 11TlUTY : AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.' ADD JO L SIL TION. " 0 SF - STANDARD SYMBOL LU L= 639-1 CITY ` OF AUSTIN SILT FENCE INITIAL: DRAINAGE UTILITY _13. Owner or his r resentative shall be performed by the Periodic dust prevention as directed by the Ow ep ADOPTED: 04-01-88 STANDARD No. INITIAL: SCALE: N. T. S. 642-1 contractor. This will Include spraying water on ell disturbed areas, spoil piles, or :haut materlals APPROVED DATE- INITIAL: BOARDS - - Nlf/TIeS wflfufffiff"Ur progress v, WO A. - - 2, MIN - - i with hulled Bermuda at ,a rate (17) From March' 2 to September 14, seeding shall be t h e z i 8„ MIN. ROADWAY 0 C :1 m '. of three .(3) pounds per 1,000 square feet, with a purity of 95/. with 85/ 24" , MINT ACCESS ROAD BOARDS EX ISTINGLOCATION Io.* Dlsposal of spoil the responsibility will a res of `the ,Contractor and removed to a permitted area or _ T b po ty FLOW z germination. i ROCK .BERM � �� 4 (4 -6••) DEPTH STANDARD SYMBOL B L :CROSS SECTION 0 he onsite temporary d/s al area aemporarNy disposed of at t pot ry pas. !e 1 - -15" at :a r ! be a water soluble /e fart t / Izer with -an analysis of 75 15 Fort I ! tze she l, GENERAL NOTES a 1. USE ONLY OPEN GRADED ROCK 4- 8 INCH DIAMETER FOR STREAM FLOW CONDITIONS z a USE OPEN GRADED ROCK 3- INCHDIAMETER 5 1 C FOR OTHER. CONDITIONS.: rate of 1.5 pounds per 1,000 square feet. BLDG. 0 �THE 11. T 31)34 with ASTM D3212 oint$. 8 and 6 PVC sanitary sewer shall be,SD R 26 and conform to ASTY D I ffJ Mulch type shall be hey. strove or match applied at a rate of 45 pounds per 1;000 3. THE ROCK BERM H BE M S ALL BE 0 INSPECTED WEEKLY S R AFTER EACH RAIN, AND THE -: STONE ND/OR - A FABRIC CORE WOVEN SHEATHING SHALL BE REPLACED - ' 1 section SDR 26 Gravity sanitary sewer !Ines crossing potable waterlines shat/ have 1 20 p pe WHEN THE.:STRUCTURE:CEASES TO FUNCTION AS INTENDED, TO SILT with sol / t ck if ler at a rate of 1. 4 pounds per 1 000 square feet. square feet, a a P P q ,DUE AMONG THE. ROCKS,, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. N 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD THE HEIGHT OF THE BERM OR centered at the crossing. All water/Ines shall conform to AWWA C-900 pvcclass 150 (DR 18).' {g1 The planted area shall beI Irrigated I at e do r s r l n k l e d !n a manner ne r f h at will not erode _ ' SILTATION PROBLEM. - N All Starmaewer Imes shall be class 11f RCP or SDR 26. 6 wastewater force main steal! be 5. DAILY INSPECTION SHALL 'BE ON SEVERE -SERVICE ROCK MADE CK BERMS; .SILT SHALL BE the to so)!, but will suff talent ly soak to a depth of six (6) Inches. The P Irr /gat Ian shell occur at 10 -day intervals der trig f lrst two Y2J months. REMOVED: WHEN ACCUMMULATION REACHES 6 INCHES. HES. LU I-6. WHEN THE SITE IS COMPLETELY STABILIZED,THE HE BERM AND ACCUMULATED SILT - : -schedule 80, 200 ps1 rated p1pe. - 'SHALL BE REMOVED N ` ED A D DISPOSED OF IN AN APPROVED MANNER. .the Rainfall occurrences of 1/2 inch or more shallost one the.watering schedule for P P DROPPED, WASHED OR TRACKED .ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 0 7. DRAINAGE ENTRANCE MUST BE PROPERLY GRADED 'O[2 INCORPORATE A DRAINA6t31ALE TO w CITY OF AUSTM one (1) week. ,r:. ADOPTED DRAINAGE 11TlUTY : 12. of a wa terllnes. cuts afore installation n Contractor shall request cut Y The Contra eq _ fhl - Inches i when the toss has town at least 1 I/2 riche Restoration shall'be acceptable g g STANDARD NO. 639-1 SCALE: N. T. S. high with 957 coverage, provided no bare spots larger than i6 square feet exist. INITIAL: 641-1 1 _13. Owner or his r resentative shall be performed by the Periodic dust prevention as directed by the Ow ep APPROVED GATE INITIAL: contractor. This will Include spraying water on ell disturbed areas, spoil piles, or :haut materlals _ _ f as outlined and deemed neoessa ' b the Owner. associated. with the projec ry Y 14. All cbnstructlon operations shall be :accomplished In accordance with applicable .regulations of the U.S. Occupational .Safety and tY the responsibility of the• Health Administration. ` Trench safe shall be work. Contract documents which Include a safety Contractor and shall be lncidental to payment for line w trench fie " : received House Blii 1569 must. be ace pian and pay Item for trench safety measures, to rwmp/Lance-.with Texas N , • by the City of College Station Public Works Dept. •before beginning work ort the project.ect. _ 15. .Where a new :water or wastewater line crosses within 18 /riches. under a storm drain, the line shall be. < - retracted of ductile Iron or AWWA C _t 900, PVC for at least one : concrete encased or constructed foot outside each side of the ditch line. Where trenches wilder than 12 Inches cross under existing wastewater Imes. , the V centered over the sewer lines shall be !replaced with/ one 2O ft. joint of ductile -Iron or C-900 PVC ce erect trench. 16 . ng epthsz 36 Inches below g r line In natural Waterlines shall be laid to the follow! minimum d ground n rade of existing streets , other traffic areas,• 36 Inches undeveloped areas, 48 Inches below finished g n9 or of proposed streets or other traffic area's... Top. o f valve stems shall be 30 36 below actual subgrade p opos , below finish grade. 17. b All materials test, Includingsol/ density tests and :related soll analysts, shall be accomplished Y an Independent laboratory funded by the developer In accordance with City of College Station Standard Specs . 1 SEQUENCE OF CONSTRUCTION AI INSTALL EROSION CONTROLS AS INDICATED ON APPROVED CONSTRUCTION PLANS. 8) RE INSTALL TREE PROTECTION. C) INSPECT AND MAINTAIN ALL CONTROLS AS PER GENERAL NOTES. D) BEGIN SITE CLEARING " E) CONSTRUCT UTILITY IMPROVEMENTS. BOARDS .FLOW _ 2, MIN z i 8„ MIN. ROADWAY 0 C m C.R.Z TEMPORARY 24" , MINT ACCESS ROAD BOARDS EX ISTINGLOCATION WOVEN WIRE HEATH NG S I ROADWAY -PERMEABLE WOOD CHIP MULCH AR OR EASEMENT EA FLOW z O - AS'APPROVE 100 mn 150 mm D i ROCK .BERM � �� 4 (4 -6••) DEPTH STANDARD SYMBOL B L :CROSS SECTION 0 LINEAR CONSTRUCTION THROUGH TREES RB a GENERAL NOTES a 1. USE ONLY OPEN GRADED ROCK 4- 8 INCH DIAMETER FOR STREAM FLOW CONDITIONS z a USE OPEN GRADED ROCK 3- INCHDIAMETER 5 1 C FOR OTHER. CONDITIONS.: BLDG. 0 �THE 2. ROCK: ERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING a n :MAXIMUM I INCH OPENING AND MINIMUM WIREDIAMETER OF 20 GAUGE. z a } - 3. THE ROCK BERM H BE M S ALL BE 0 INSPECTED WEEKLY S R AFTER EACH RAIN, AND THE 0 STONE ND/OR - A FABRIC CORE WOVEN SHEATHING SHALL BE REPLACED o WHEN THE.:STRUCTURE:CEASES TO FUNCTION AS INTENDED, TO SILT _. IA3ACCUMULATION ,DUE AMONG THE. ROCKS,, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. N 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD THE HEIGHT OF THE BERM OR UJ ONE FOOT, ;WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED CRITICAL ROOT ZONE (C.R.Z.) OF IN AN APPROVED SITE AND IN A MANNER AS TO NOT CREATE A m SILTATION PROBLEM. r~ N 5. DAILY INSPECTION SHALL 'BE ON SEVERE -SERVICE ROCK MADE CK BERMS; .SILT SHALL BE ti N REMOVED: WHEN ACCUMMULATION REACHES 6 INCHES. HES. LU I-6. WHEN THE SITE IS COMPLETELY STABILIZED,THE HE BERM AND ACCUMULATED SILT - d 0 'SHALL BE REMOVED N ` ED A D DISPOSED OF IN AN APPROVED MANNER. W DROPPED, WASHED OR TRACKED .ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 0 7. DRAINAGE ENTRANCE MUST BE PROPERLY GRADED 'O[2 INCORPORATE A DRAINA6t31ALE TO w CITY OF AUSTM ROCK BERM . ,r:. ADOPTED DRAINAGE 11TlUTY : CITY OF AUSTIN STABILIZED CONSTRUCTION ENTRANCE ADOPTED: 04-01-88 STANDARD NO. 639-1 SCALE: N. T. S. APPROVED DATE' INITIAL: 641-1 1 SCALE: N.T.S. BOARDS - 50 MIN. _ GRADE TO PREVENT RUNOFF FROM LEAVING ` EXISTING GRA S{TE DE :' i 8„ MIN. ROADWAY 0 C PROFILE C.R.Z TEMPORARY PROVIDE APPROPRIATE E TRANSIT 10N ACCESS ROAD BOARDS EX ISTINGLOCATION BETWEEN STABILIZED CONSTRUCTION ROADWAY -PERMEABLE WOOD CHIP MULCH AR OR EASEMENT EA - ENTRANCE AND. PUBLIC RIGHT-OF-WAY WAY O - AS'APPROVE 100 mn 150 mm D 50' MIN. (4 -6••) DEPTH R,O.W LINEAR CONSTRUCTION THROUGH TREES PLAN VIEW a MINIMUM NESESSARY WORK AREA z (WOOD CHIP MULCH -100 TO 150 mm a (4 TO 6 DEPTH) BLDG. a NOTES: n a 1. STONE SIZE: 3" - 5" OPEN GRADED ROCK. v~i 2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 50 FEET. 0 3. THICKNESS: NOT LESS THAN 8 INCHES. P WIDTH: 4. W NOT LESS THAN -FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS. 0- S. WASHING: WHEN NECESSARY WHEELS L SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ca> : ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING iS REQUIRED, IT SHALL BE DONE ON AN UJ AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP OR CRITICAL ROOT ZONE (C.R.Z.) SEDIMENTi BAS N. ALL SEDIMENT SHALL B PREVENTED E RE ELATED FR M 0 ENTERING ANY STORM • DRAIN, . RADIUS = 12 mit PER m.n - DITCH OR WATERCOURSE USING APPROVED METHODS. (I FT. PER INCH) 6. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT ti N TRACKING OR FLOWING OF SEDIMENT -ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE cv PERIODIC TOP DRESSING WITH ADDITIONAL STONE CONDITIONS DEMAND, AND REPAIR AND INDIVIDUAL TREE CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENTS SPILLED, a DROPPED, WASHED OR TRACKED .ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 0 7. DRAINAGE ENTRANCE MUST BE PROPERLY GRADED 'O[2 INCORPORATE A DRAINA6t31ALE TO w PREVENT RUNOFF FROM LEAVING THE CONSTRUCT ION SITE. LX ,r:. ADOPTED OF THIS STANDARD: CITY OF AUSTIN STABILIZED CONSTRUCTION ENTRANCE DRAINAGE UTILITY ADOPTED: 04-01-88 STANDARD NO. 641-1 1 SCALE: N.T.S. APPROVED GATE INITIAL: BOARDS FENCE LOCATION PRIOR •f0 _ CLEARING. GRADING AND PAVING PERMEABLE PAVI GN AREA CURB C.R.Z TEMPORARY W ACCESS ROAD BOARDS EX ISTINGLOCATION ROADWAY -PERMEABLE WOOD CHIP MULCH AR OR EASEMENT EA INSTALLATION O - AS'APPROVE 100 mn 150 mm D C. R (4 -6••) DEPTH • LINEAR CONSTRUCTION THROUGH TREES TREES, IN PAVING AREA MINIMUM NESESSARY WORK AREA D (WOOD CHIP MULCH -100 TO 150 mm (4 TO 6 DEPTH) BLDG. LIMIT OF CONSTRUCTION LIN , C.R.Z. AS SHOWN ON PLAN ADD BOARDS STRAPPED TO TRUNK DUE TO CLOSENESS E ESS OF FENCE LESS THAN 1.5 m (51) FROM TRUNK. NATURAL AREAS TREES NEAR CONSTRUCTION ACTIVITY CRITICAL ROOT ZONE (C.R.Z.) RADIUS = 12 mit PER m.n (I FT. PER INCH) OF TRUNK DIAMETER. o C INDIVIDUAL TREE GROUP OF TREES CITY OF AUSTIN TREE PROTECTION EC ION FENCE LOCATION ,WATERSHED PROTECTION DEPARTMENT REGQRD COPY SIGNED z" Y PATRICK MURPHY 11/15/99 THE ARCHITECT/ENGINEER ASSUMES RESPONS 1 B I L I TY FOR APPROPR I ATE USE A G _ I O ,r:. ADOPTED OF THIS STANDARD: v I , r'- : - r' w. h � v _ - ! , * � � ,1 il�•���,�y.. � �� �� � r�T � •�4y �-� `�`i•� �?r , sllll{!If ' .1R • , . ��---.—_----�--------^,,...-gym �' .. �• a� i�;lr. �\\\ ���. �t { ' � ■ ■` � �� � r • • • 1111owma --77 NINE .�■r-��r - • .; ,��► ;,\ \ , �-.. .,\\oma i ��i� \ �1.� I ��' -�``�I'� a .g>. �.. . ��►`� �� I �: �� r ; �: \off• \ \ Ms� - 1 PA i WE NUNN � • � � � o r sv ,� �. � 1 ��_ � f� _ �� 1 •,:_r �`R� � � ,- '; ."�►;.>"• • %7 . G � b--: 00 I'll r-0 I LQG ,'� ; -4'�ii\����I f l �� J .r`` • /"' Fr , I�►��0 � �z�' . �i ___ �i � � _ ' � � \ - � � rt! f mall law kftl\ vo IS! 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PROTECTION v�6 TREE PROTECTION 30 90 0 60 ----------- -------------------------------------------------------------------------------- -------- I ------- --------------- ------------------------------------------------ ... ............... .......... ....................... ... ........ ------------ - ---- - - ......... —700 PROPOSED CONTOURS . . . . . . . . . --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 -- - - - - - - - - =. . r.-- . � 11 . . . . . . . . . . . . . I -------- ----- ---------- NO CU I —700 ------ EXISTING CONTOURS ST RE T PHALT E APPROX. 32 LUIT (WEST ... 44 % -------------------- ---- Y, (D E,)rlS'T, ING OCCUPIED FOR ST. -------- �7Vi .7 -filif I A I' 'A' r4 no 77777=,' pffflpo�'� 0 RX. W . L T. P.0 �E- 10, P.0 P.u. 01 P.u. Ar -- - 0 F1........ . .... . .... ............ .......... .... .... .. ...... ...... ...... ....... .. ........... > 0 00 0 r ------------ T �-,f L ... . . .... . . 00 DDE3 ovo L.. oo, -,Jv ----------- 4' ----------- 3.0v 3 �p 303 Iva ----------- .. 7 7 . -- - ---- m ------------- .... ...... AATCH LINE'SEE SHEET EC MATCHLINE SEE SHEET EC 2f f UP W ZIA 0000feeW S. DANNY MILLER 82725 40 0' EC 3 oo U- F/o L%-, 2 I EC I (D LONGAR0 AN RKE INC. ui S. DANNY MILL&, PE 82725 YtAAP V KE 7 Y jn\s1tep1an\12414ec1 Agn Feb 02,, 2001 11: 39� 00 REVISION RLOCK co z 0 - cc W cl W if W we ,as UJ me Z -j < L(L-)j F- 0 CL - UJ LLJ W W ca LLJ F— Lu LLJ (41 15a LLJ co co ui Lij t"o L I L�, 47 i� Am I q ;I f -s Q 10 ........... ... .. ctl El .. ....... 77, REVISION BLOCK f tco .......... .... . .. ..... .. ... ..... . ...... 00 11 N ............. ---------- - .. t4,, 0 - ---------- 3 Cf - j IPA FT�j TY 309 - ------ t --- - - ------ ? ---------- All .- :� 0 38 41 '�,_ -7 z gr f LL. W ui ... ........ HF1 H Ll 4 E-E,::S CHLINE,-"SEE T,, HEET E%.... - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - Iw you r r f4 %0 w w z w IILU . . . ..... ...... 0 4L . ..... Cie 10- cl- Lu T K W C45 0 uj 0, IC) IIIo '50 00 iLu X . ... . .. 11 ICT II309 iffim 60 00 0 Jo co iLEGEND 314 RM ROCKBE A 0EM co Ui SF� SILT FENCE SCE 1=0 N. TA STABILIZED CONSTRUCTION ENTRANCE I. ......... 11; ICE mJ6 INLET PROTECTION 0 TREE PROTECTION 3 IPROPOSEUCONTOURS 700 I_0 itit------ 700 ------ EXISTING CONTOURS ID IIIiIU4 WL 613' u % k,VT% NNE" I -7 t c tE SHE %Au .... . ..... CHLINE SEE $HEET E 3- . ....... . ... E] ID 0 ..... . .... Aw 10-W A \W >E, 4� OF 91 LA . . . ....... EC 3 R- .......... 'EC 2 B DO 0 EC I d!= ---------- L4 1�1 r 31 S. DANNY M%Ak 82725 IKEYMAP LCINGARO AN RKE, INC. .124 -iM , 24, 200J- I 9: 25: _35 I ----- ..... i X W N .................. ... t5 k ........... ...... DG 6"' IIlk ---------- ---------- I ---------------- 3 2 31 0\ 0 ------------ .................. ; ji . .......... . . co v . ....... .... .. . ........... . .. . . . .... ----------------- ......... I �6 -------------- --- - ----- ------------ ;�j - — -- -------- '�ATCH SEE SHEET EC 2--. MATCHLINE SEE SHEET EC 2 LNE7� %j II. . .. . .. . IIIIliI0 Iuu 00 IIIcv) I00., II00 0 IItI7\ ......... . .. . IED II REVISION BLOCK co 0 0 - cc 0 w J1 W z L) -j W w 7;6i Ior IW 0 30 60 90 ILu 316 ItLL Im ale Lu F- 00 Et tIuj tIE==ml :�i LIJ I-4 I0 I0– Emm* u.j 00 u c-- — — L IIItn Iz IIIIItIILLJ II7 ItIIti00 '7— 0 00 13 —3175 LINE 201 P U.E.IBLDG SF e -r- Sr mwiiii�m SF SF Mmmm!wmm. SF SF ........ SF 3 7� SF SF SF SF 10i F vim PUBLIC SF mommom,SF W EASEMENT� UTIp 3020189 PLAITED, 7 LEGEND: .. .... RB ROCK BERM c;am —co co SILT FENCE SF� ui SCE po -0 c r fl m RANCE. 0 :ra STABILIZED CONSTRUCTION ENT p Lu rn C-) C m�6 INLETPROTECTI �Q ON LAI rtl 1Z) kz rvi rn zt TREE PROTECTION cj _700— PROPOSED CONTOUR� . ....... 700 ------ EXISTING CONTOURS IIt4� rr- I .ie;7 J�- vr II(Z> S. DANNY MILLER 20 ---------- L 9 7 9 r ogn\sitep1ah\i2414oc3.dgn Jan. 24, 2001 19:27:36 I ON LUT, 2A 2A,, 3A AN mum ''VOL 30�2 y lam" I &W 3Xr7 VVY GILLVId SVMX3 0 ::::.% qjM,w BkffD 1A AMIAM.'MW eg? �-',WXH v- . ............. u AcRE Rxpr-OF-w sommEv CURR15NT ZONING: R-5 601 89 CITY OF MAN EVELOPMENT TMENT ----------- A RIGHr OF WAY EMEMENT 2.M ACRE OF BRYAN ...cny VOL. 2970, PG. 163 -B, O.R.B.C. 60 0 ir 4F ........... 0 rl r3 VOL, 333� PG;. 806 I0 di 04 clf) ING: R ZOR CURRENT ODED VACANT WO - ----------- Lu cv son 30 7tXAS A OBE IJNJVgRSjj j uj TAMU-C-U Cie Lu 60-C --------- 01 . .................. . . .. .311 LEGEND .31 DRAINAGE AREA NUMBER INLET NUMBER N ARROW + HIGH P INT .50 LOW POINT 0 NA 1,7E DIVIDE DRAI 7 PROPOSED INLET AND STORM SEWER SYSTEM. -5v ENiER.MANNINGS n -VALUE Gras 0.24 Pvmt= 0.0is AREA SHEET SHEET SHEEI SHALLOW SHALLOW SHALLOW STREET STREET STREET TOTAL NO. FLOW FLOW FLOW, CONC CONIC CONC FLOW FLOW FLOW Tc Tc FLOW FLOW DIST SLOPE Tc '(MIN) FLOW DIST SLOPE (FT) (FT/FT) (MIN): DIST SLOPE Tc (FT) (FTIFT) (MIN) (FT) (FTIFT) (MIN) Orisite CgIcs 10.0 1 50 0.020 2.0 0 NA 0.0 300 0.010 2.0 0.0 700 4.7 10.0 2 50 0.020 2.0 0 NA 0.010 3 50 0.020 2.0 so 0.010 2.0 0 NA 0,0 10.0 4 30 0.020 1.2 0 NA 0.0 0 NA 0.0 10.0 5 50 01020 2.0 25 0.010 1.0 0 NA 0.0 j 10.0 6 50 0.020 2.0 0 NA 0.0 0 NA 0.0, 10.0 25 0.020 0,010 1.0 650 0.010 4.3 10.0 1.0 8 50 0.020 2.0 750 0.025 19.0 0 NA 0.0 21.0 1 - 10.6 .00 9 50 0.020 2.0 0 NA 0.0 150 0.020 0.7 10 0 NA 0.0 0 NA 0.0 -306 0.010 2.6 10.0 308 ......... ....... 1.0 0 NA 0.0 250 6010 il 25 0.020 .1.7 10.0 NA 0 NA 0.0 1*0.0 RUNOFF COEFFICIENTS 12 50 0,020 2.0 0 0.0 IDF COEFFICIENTS 2.0 .0 NA .......... 13 0.0 0 NA 0.0 10.0 -YEAR. 6,YEAR 10 -YEAR 25 -YEAR 50 -YEAR 100 -YEAR ALL RETURNS PERIODS 50 0.020 80 89 ------ 65 . 76 96 GRASS 0.40 14 50 0.020 2.0 100 0020 2.8 0 NA 0.0, 10.0 **goo �15 so 0.020 2.0 100 0,020 2.8 0 RA 0.0 10.0 8.5: 8.5 8.5 8.5 8�0 IMP. COV. 0.90 -8.0 --------- 16 so 0.020 2.0 0 NA 650 0.610 4,3 10.0 0.806 0.745 0.730 0.785 0.763 0.0 17 so 0.020 2.0 0 N 0.0. 0 0.010 0.0 10.0 18 50 0.020 2.0 0 NA 0.0 0 0.0`10, 010 10.0. DEVELOPED DRAINAGE CALCULATIONS - IV) TOTAL GRASS 'IMP COV COMP. �309, AREA AREA AREA AREA tc RUNOFF 12 16 .110*� 125 150 1100 Q2 Q5 Q10 026 050 0100 (AC) (MIN) COEF. (INIHR) (IN/HR) (IN/HR), (INIHR) (IN/HR) (IN/HR) (CFS) (CFS) (CFS) (CFS) (CFS) (CFS) NO. (AC) (AC) 9.86 li.16 11.64 9w55 11.61 13.03 14.88 16.82 17.56 '11.64 5.73 6.97 7.82 8.93 10.09 10.54 ------ "if OF 9.01 0.60 1.41 1 O�O 0.75 6.33 7.69 8.63 3' 0 1.19 0.33 0.86 10.0 0.76 6.33 7.69 8.63 9.86 11.15 0.30; 0.19 0.11 10.0 0.58 6.33 7.69 8,63. 9.86 11.15 11.64 1.11 1.35 1,51 1.73 1.95 2.04 -- ------ ----------------- 0.17 0.09 aB 10.0 0.66 6.33 7,69. -------- 8.63 9.86 11.15 11.64 0.68 0.83 0.93 1.06 1.20 1.25 9.86 11.15 11.64 .............. ......... 5 :0.09� 0.06 0,04 10.0 0.60 6.33 7.69 8.63 0.35 0.42 0.47 0.54 ------ -------- 0.61 0.64 ........ ------------ ------ ............ 308 .... .. :6 0.26 0.09 0.17 10.0 0.73 6.33 7�69 8.63 9.86 11.15 11.64 1.20 0 ...... --------------- -------- 1.45 1.63 1.86 2.11 2.20 t ;� - ------------- - ----- 2.09 7.69 .63, 9.86 li.15 11.64 10.80 13.13 14.74 16.83 - ------------- -- 6.34 t7s 16.0 0.82 6.33 a 19.03 19.87 . --------- ------------- ---- ;01 P, 8 -4.96 3.47 .1.49 21.0 0.55 4.31 5.33 6.05 6.94 7.88 8.22 11.76 14.56 16.51 18.93 21-49 22.43 6.33 9.86 11.15 11.64 6.96 8.47 9.50 10.85 12.27 lZel ------------ ------- - 1.07 10.0 0.78 306-- .. 1.42 W36 7.69 8.63 .... -7 ...... ------------ 10 1.61 6.80 6.33 7.69 92 11.14 12.72 82725 ------- 6.32 1.29. 10.0 8.63, 8.16 a. 9.86 11.15 11.64 14.38 15.01 0.131 0.02 0.11 10.0 7:69 8.63 9.86 11.15 11.64 0.69 0.83 6.33 0.94 1.07 1.21 1.26 ---------- ------- ----- 309 ------------------- A2 0.13 0.08 0.0� - 10.0 0.59 6.33 7.69 8.63 9.86 11.15 11.64 0.49 0.69 0.66 0.76 0.86 0.90 ---------------- 4�' 6.33, 7.69 8.63 9.86 11.15 0.35 0.17 0.18 10.0 0.65 11.64, 1.46 1.77 1.99 2.28 2.57 2.69 1.38 6.33 7.69 - 8.63 9.86 11.15 11.64 6.01 7.31 At 0.59, 0.80 10.0 0 1 .69 8.21 9.37 10.59 11.06 NAL L 0.56 OA6 10.0 0.59 6.33 7.69 8.63 9M 11.15 11.64 2.10 2.56 2.87 3.28 3.71 3.87 16 2.49 0.60 4.88 10.0 0.78 6.33 7.69 8.63 9.86 11.15 11.64 12.25 14.89 16.72 19.09 2f58 22.53 17 11.16 11.64 0.'18 b.10 0:08 10.0 0.62 6.33 7.69 8.63 9.86 -- --- ----- 0.70 0.85 0.95 1.09 1.23 1.28- o�04 0.04 0.00 10.0 OAO' 6.33 7.69 8.63 9.86 11.15 11.64 0.06 0.11 0.13 0.16 0.16 0.17 S. DANNY MIL R, -E 82725 .............. R' TOTAL 19.-35 7.78 11.57 80.07 97.62 109.74 126.42 LONGARO AND RKE, INC. 141.87 1 DQA 148.11 �dgn�sAepla'M12414dmO dgn LIS n 24, 2001 19: 29-. 28 REVISION BLO CK 1 C13 A 0- w w < -,j J, '7< ui 0. �z -w 4-- L) -j 3: w --:t .0 W I -- CL iF- LA z Lu w < i::�E uj Lij 0 0 z CL -.C�: -4f L-Lj W Z75 z pm co co uj . ja ...................... -z ft A lz "R �i 4 J. 13 q3 AAS 124-14 I �• r r , , . z - Y m' � � RNA „ ;�-� - - - �- -- - �- -- -- - : � SO /' � �/� ii' ,i : � �;� � `��. ,� -w � � � __ � iii+��s 41' aii * • ;; � -------�. --- -- -�. ------�.Y-� � `... �, � ` '�� r►. = =� � ' o 1� _ � F. 'meq , ,, l�, �� ., ,: — „— ,: fir. �� ::. 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I I ; � - - , . , i". . , I . , - , I I ____ DRY STACK ROCK WALL FINISHED SLAB ELEVATION � I I . \ ", ,,, - -, - "'-'* -0407"60" "' , - - , " - �,, I 'e" �, " , . 3 7z-�-. � I I � L I*- , - I I / , � f, " I . . . I � I I %il I FS . I I I . I . I . - - v - I-- �� , � / , , l'. .1 I 11 � I I . � I . I I I I I � I I I 1� I I '. �. . , , - I I I . I � I I I � I I � .11 I I .. e , 'i . . . . �� I I . - I I I I " �� I 11 I I ./ " . . .\ I I . , L _�_, I I � . I I � I I I I I I I I I I I I I I I I . I I I I L .� 1, � I I .1 I .1, I I . .. - - . - I 1k : I I " j , .1 '.. / I , / � ., ', " - F- ': �,n! . N:-, -, . , ---------- 117" � "" �ro 0` 0 �o TOP OF GRATE ELEVATION I -, I ---, t - . -, �v " 0 " . ,.,; .1 . 4 I - � ... - '� ........ - 06 MORTARED ROCKWALL ,. I I I . � , .. , �, , " ..�� , " . : t N , -- - -- ;�-� -- - ... _�,� - I - � � I � I � I I I TG I � I I z I I . ,� , � 11 I - �1' � '� ,� 'el� _�.-_:`� ", , '. " � / . " ,", / .1 : .- - " . . - .. I . 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CZ 50 ZZ �7 A Ir 0 _%r?7 0 L4 % ::D (i) ccz-) L14 C5 LEGEND: %% Cy) C) 1:Z) G J ...... 610 ------- EXISTING CONTOUR 608 —PROPOSED CONTOUR 7-L '71 PROPOSED DRAINAGE SWALE 7 10 PROPOSED STORMSEWER LINE DRY STACK ROCK WALL MORTARED ROCKWALL STRUCTURED CONCRETE WALL STEM WALL' _.0 11"', �24" DIMENSION FROM FF ELEV. TO FINISHED % _5!g -R1vr1V*1_ NATURAL GROUND ELEV. H X--,604.00 TOP OF CURB ELEVATION Oil, % 4�_ x_-1,6_01-00 H., TOP OF WALL ELEVATION TW % % �rsolxo BOTTOM OF WALL ELEVATION Bw TP TOP OF PAVEMENT ELEVATION 7 FINISHED SLAB ELEVATION "Rp N rw Mi, 01,,ii \v M REVISION�ELOCK f fl — U FEns 0 30 60 < c) zz W be e' _j LLJ Lf - La S. DANNY i LCINGARO 82725 KE, INC. --4 12444 IX n4 i_z 6 -0-0 26- --4 12444 IX 6 17., 12444 Y K am Eq, W, -no Pq Log V� iWa4m—rma rm&@ nil EEO AW FOM M1I W®RL 4 jvo loll low,_ ZONING: R-1 I CURRENT _--moommalu; M"N* JIM VACANT -WOODED WNINT Not 0 '501 law la ®r ma Ov S _r p 4_X A Is I A m JE, T y UNJ V R161 SAN L -TAMU-C-U 7' -A- PIN NMI song Nowl P Rai WE PF 0- '-'wr-5Tw- EXISTING WASTEWATER FORCE MAIN co .......... ICE co WW— EXISTING WASTEWATER LINE UJI WIN PROPOSED STORM SEWER LINE & -SS— EXISTING STORM SEWER LINE 0- -qW FWW Ile R Liu T co .1o' T, 7�, ZTh loo, _Z� S. l000, - - - - - - - - - - - - - - - - .01 0-1 ......... . . ......... 7 7 . . . . . . . (kATUR4L GASI I I I I ; . : : I. I . V "I LEI -ON GAS UNE IV. BUR (NATURAL .4, ------------ WNESTAR GAS LIPE Az ----- -------- <5 000l W, LON F Ole 0 A%� . ......... % ooe 0 ---------- ................ — ----- ........ ------ .. ..... OF ------------ J06 --------- ............ ........ T ............. ....... R C -P ---------------- ............ —1 -------------------------------------- ---------------------------- ---------- ------ 'ro ------------- .......... . ------ --------- -------- R.C. S. DANNY MILLER 21 ----- ------ . ........ ------ ------- ---------- .......... 5 -------- ------ ... --------- ------- 6 -----------------------_ 8272 ;oi ------------------ ------------- ------- -------------------- Aw -------- 309- --------- --- .......... 18 At 10NAL --------- "13 ... ....... S. DANNY MILL PE 82725 ;oi, ;e LONGARO ANAME, INC. 292 12 jj�A 0 1\sitep1an\12444ut0.dgn Feo. 02, 2001 14:35: 10 F - z Lu Fmm4 ::�E >- uj F- > _3 0 F - w D cl- U-J, UJ (/)o 0- '-'wr-5Tw- EXISTING WASTEWATER FORCE MAIN co .......... ICE co WW— EXISTING WASTEWATER LINE UJI WIN PROPOSED STORM SEWER LINE & -SS— EXISTING STORM SEWER LINE 0- -qW FWW Ile R Liu T co .1o' T, 7�, ZTh loo, _Z� S. l000, - - - - - - - - - - - - - - - - .01 0-1 ......... . . ......... 7 7 . . . . . . . (kATUR4L GASI I I I I ; . : : I. I . V "I LEI -ON GAS UNE IV. BUR (NATURAL .4, ------------ WNESTAR GAS LIPE Az ----- -------- <5 000l W, LON F Ole 0 A%� . ......... % ooe 0 ---------- ................ — ----- ........ ------ .. ..... OF ------------ J06 --------- ............ ........ T ............. ....... R C -P ---------------- ............ —1 -------------------------------------- ---------------------------- ---------- ------ 'ro ------------- .......... . ------ --------- -------- R.C. S. DANNY MILLER 21 ----- ------ . ........ ------ ------- ---------- .......... 5 -------- ------ ... --------- ------- 6 -----------------------_ 8272 ;oi ------------------ ------------- ------- -------------------- Aw -------- 309- --------- --- .......... 18 At 10NAL --------- "13 ... ....... S. DANNY MILL PE 82725 ;oi, ;e LONGARO ANAME, INC. 292 12 jj�A 0 1\sitep1an\12444ut0.dgn Feo. 02, 2001 14:35: 10 LEGEND.: - PROPOSED FIRE HYDRA REW SION B -0 NT ASSEMBLY. WATER METER NOTE.-'� ALL WATER'LINES DEPT EXISTING MANHOLE BE, A H OF -4 FOOT EXISTING FIRE HYDRANT INES MINIMUM PROPOSED CLEAN-OUT AND HAVE. A MINIMUM OF 12 INCHES,, 0F:CLE,~CE 0 PROPOSED GATE VALVE OUTSIDE TO OUTSIDE, WITH Nr0THER�,1JT1L1",. CONTPACTOR -OCCUR.; 0 EXISTING CLEAN-OUT IN CASES WHERE CONFLICTS e- EXISTING GATE VALVE ER LINES, AS NECESS40 O MEET TO ADJUST W47 PROPOSED WATER LIN PROPOSED AIR RELEASE VALVE E THESE CRITERIA EXISTING WATER LINE w EXISTING AIR RELEASE VALVE PROPOSED WASTEWATER LINE f) PROPOSED PLUG OR CAP —WW— EXISTING WASTEWATER LINE EXISTING PLUG OR CAP a z c EXISTING WASTEWATER FORCE i PROPOSED MANHOLE 0.39 ACRE, APPROX. 20' R.O.Wo DEDICATION PROPOSED STORM SEWER LINE WATER CLOSET� EXISTING STORM SEWER LINE ......................................... --------- --------------- ---- --- ---------------------------------- ...... -------------- ..... 0 30 ui .................... ......... ............................ . 60 -- ..... ------------------------- --- . ........ --------------------- ...... ------------------------- --- ----------- zz ---------- --- ------- ... ... ........... .......... - ------ : . --_------- E 'WI W. 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J+56.30 STO 5 END 4' K 1+00.00 611 K 1B11 DETAIL THIS SHEET GATE VALVE SEE WATER SERVICE -12" X 6' TEE rAIL THIS HEET GATE VALVE F— y v V) 0 00 11 SEE 1+1 00 END 4 308, OD WATER SERVICE DETAIL THIS SHEET Lu > LVE Z WL 1B3# .00 4'v WL lA5# 1-66" 'TEE. 1-1274m TEE RED(ICER qCE Lu Lu SEE WATER SER SHI m 1+85.03 4' WL 'A4 c_ +61.64 6" WL 'A2' c -TAIL THIS 45*BENL CDR I u 05�00'00" Lt. F -WL kA 1-45*BEND 44500010011 Lt. co t WAIWY El 3 87. JO END 6 WL 1ruL. 111ial 11 El El I Fff ASSY At 24 w/ 6 GATE VAL 311 0., 0011 uj -3uo co co 0 7: ICE - - - - - - - - - - - - - - - - - - - - - - - c Lu ------------- 307 . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . :7 001, . .......... . ............. ...... . . 7 -7 E 'T .... . ..... X -C WL 2 MATCHLINE SEE" SHE Htl -------------- --------- < 7 ......... '7 XL TER BOX I b4 f z 1". 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""i 111,".Iwl.,,��, - 1: i - PROPOSED PLUG OR CAP � I '. : � � -AD 1 r_r_ -11 afil R,;1.,nl1 I . � 1: : Milli'l- H M-4- 1 1 , � - J - I 11., � ! � . .1, 90'000'OON Lt � , ` ff I$ li�llii m : , I : ] . I ...A I ,. .1 . I .-iii, I . I I I . I I I I ", lllliRni",!", ! ""''" � I I I I . in �. I i", " - I 1. lc�- G) ; - . -.1i. I " ', EXISTING PLUG OR CAP ; I I - - @ � I 1!ii:ttftpZi�T1ll�. 1 I I I `- " i il".- IN...', , I I ,�a -ui\ N %1L I," 2+22.24 END 4 WL ' - -.1-11 1,1111 " iiill� � n Ill - � * I I � - , q- .1 1 - "I", H Iv, I I I I I I I I � J��_ I 0 l.,+"�.,�! '1.1u,, R .".-+ . . __ I I ., � , ��. I � I - , 11-711illf"', ..,,'.., .."IR1111.1. ililillii!-I: . I Is: I : i I I 1� I 1� ', .r, .... ' - - / I I � 1. !� - (� PROPOSED MANHOLE � 11 . I .... .... . 1+00.00 4' WL 'B7' / 4 11 � 1 4j 1 __ _, N I �: ". -� I I,q+-Wd.zj lu- WL -v- = - - 7 � , I I . \ \\ SEE WATER SERVICE "' 'r .1 - , m I I -"Ill DETAJL THIS SHEET -11 141"o" + I I . I \ I � \ "PHR I 0"UN-11--l'. 'I 11. _Hll 1. . - \ I I � 1, I � - I I , _01, .0i ,� 11 ". I � . 1,11 I '111"", .0 I � I I , -8*X4N T � I .. I _� , EE \ � . il :_z Q) WATER CLOSET " i" .,+ - I I - � I I. I . I il I Lu . , -1 � I �� � \ \ NP 'I�.-l.'��,,�i��,."*.�,;�,.��i;i,.I . ,� i;,;: Ill ", I � I I , � I � ,. � I I I \ � 314 1pu ��ili;,"-, . I . I � .- �: I I I � I . \ 1 90000,00, Lt �� I - "".... � � I % , � 1. . - � I I I + I I. \ - .. ..;_ -, - !T"R.mml __ I 1. !Q 0 WATER METER 11 I I I I . I I . I 1. , . I _-D I I I I- . 11 . , I . I � I � I . I I I . ��1111- �A - F ,;;ln,i;ztj +�.i - u-�-- lil! uj � - ,g+.,nnq-,, - * n I i il,�_-._-.- 0 111:10 I- _"i4.*22"l "Wis �. I I . :�_ I 11 I ,.Ygii;19H!ip,i,F� p"It., �,� I " � I I I I I % . '11� \ \\ " \ . I - - I - I 111111 F iN1l:k!.RTl1'_.'dl ...... - ff, - BI -A t ,�-,+Y, `-.IKOR,�T� N11 -i I , I %, I �E @�j EXISTING MANHOLE � . I I . I I I ; I I. IBV_ i - . .- , , I - � I ; � . � ill � I . I � . I � I I 11 '_1 % , N - ;:l! lil I . I 19+72.27 8' Wt. M , ii - " , , I 14, KXJ ., � � � I I , I 1itI.l!r1.iiwi:1j1 ... I , 0 � - 1`111 il :_1I:!�i!:�tzii,,'i1*is; _11� � - ,.�..�li'.�!�".'.�'..".+..",..!,.��:",�+:."..".�+.�i".,I,.!,..i�,�,.�..,�.i",.i,.,++"�+.!"""�+,*+.I,i I .1 -11'. 01f, -ft �.'' I - I , I I I I \ N " �..-...,,-+itil!i,��,,....,�-.--�i,�. 372 316 1. 'I,' "' k- � 0 PROPOSED CLEAN-OUT - I I I I . " . ,i,+t a - - i - - I . 0110�11 , t"m 1, I "" I. _ � I I � , '�`' �� =_`��j , : � 1�.1111` �-__ , * - I �� 111-1 I ., A \ X ,\ .+.-,r -liugl++�, --- 1,11, � .m- - � I ,,, ��!. I,j-ta.i,,q, lim I I I : 4 � ... . . . i . . � . . 5+14 1+00.00 4N WL 'B11' � i, I " =:f� I '!Ill I + I I I l. I �.'l;`*" . 11111 .111,1111-111,11 I p F 1111i!o .`10 "" I I I I � ..... . 11 I . , �_ Ir..", SN \ L i +0 - i I , � 11, I I I I 111mr-1 + - 9 a ,.,.,.---- I . EXISTING CLEAN-OUT �� I � . 1. 111 I I ip" I I : 1-8 X4 TEE [.i,,;i,,,im',+ - * I ""', .11 I I I I . ."", ' � -� I � , I gip . -I ,0411&, Q � . I � " t�p%g%,.'l ? u� , , I I , I . ,,.`�Ii; I � I . I �. I � I I I I +0 "m +51.63 END 4 WL ' 11' I � I I 'l 1, I : I , N �& ,I < 90000100ffl Rt ' B;141�11-lrl ih B , I. 1. . I I I . � I . . mi,i�lrr, 11iii I I .", ,. ,I I I . .11 � , ; , 'I'�'i��ii"�""�l".!'�'.�Fi�'.i,...r.ii�;�'.,+�**i.i�'..Ii+ !"Ij- io !� I- . I I : . kt !, z PROPOSED WATER LINE � I . 4 � I 1, � \ .6 ,.l,i,l l, I . I I _1'01��. .. � � I I . I . % I - 1. I � I .\ \\ ;,ii,!-."��;', _1 � "'i � ,,, " . WATER SERVICE 1. I , . . . . I I , . ,"`.,.j+;J.;';R, 5; " - � ,L - I . I . .. � I . 0 � -N,;., , I — 11 . - I I I I 11 ' � I : � I I ii.,01 I 1. -1.11.1. . THIS SHEET F, � ,+, � - I . \ " : 111!ll I I � � I � I ". , i I I � 00 I I C4 r EXISTING WATER LINE. � I I 1, 1-0 mg.... . , , , ,3. . ... � -i 11iiiiii,11iiii11111 1. ::NIHIR .. I .... i! -� I- I . . I . - I � I , , 1, .. � I I . - 11 I "A 1,11'Mii - .: I, I , 19. 11 R.I!iijilli".. m"'i I I I ' , , i i "' 1! MR 1 , I I - I I -,"'t" 1,41 . L ,— . — '11",ml; ..., + + , . I , , I , , . I 11+.,.11;--'1,, � I . I _u 1, I I , , I I : I I . � 'I'Vilo., I � . 151 � , .1, I. Ill' i"i I - . . - I . , I I I I 11, I 1.11T 111+1 li�"`_ PROPOSED WASTEWATER LINE I . , . I I , � +00.00 6, FL - 11,+Nillii 1+1 1+26.13 END 68 FL '5' R"' I , . : I .. - I. - 11 . cc . . I , , I '� � , (51 . Ill I I � I I I � I . I . I � - - " 1-876" TEE . , ii! 0 I i-5V4FH Assr ;i ; l I , 1-1 I � I 1, I I -1 : I � I I � 1\ ,'V vv "'NEiiii 11, I! I __ I � I I * * I � " illilli,li'l,". 1. - I � I � "', .'I'll" 1, , -pin", 1+ I 1. I � $i ,—WW— EXISTING WASTEWATER LINE � � I I I, . 1. % : , : llllfiill� ".1R, .1 , ..; ! . , I . � I-.-- - . - - N K, I i391 R,,,�k`,Mit .; " ' W/ " i > > I'll 11 1. - I I � I I . I _� �\� Ii "",�,,,.�,,��;�,,,�*�'+��-oi"� I , ON` .- 6' GATE VALVE -*. + I � I I ,I I ATER SERVICE '. t I Wt. 1B# - ; - _- -- EXISTING WASTEWATER FORCE MAIN - I - � I I I � - I " SEE W 17M.29 4 q A 41� Iiil- I .�'�g�91"-",�-�,�"�!i��.li"..+..'.�"li���i�i�l*,*,.Z�i*,",**:+"".+ � 1. . I . I- 1. , I , 1. " , , I I I I k , I - . " " ` I'll `K! ul"111,11 1�.+51 " 01'11� "Il., ��. - - I � � ,� I " "' 1. * � � 'Z I 0 \ :41!111,11.11. 11`1.� I 4-,.'+,�,��'i,"-+.."!�-[-.�.i*,",*. , I '" 1"! I 18+67.88 8m Wt. 'B' �! .. . I I I . . I. I : , \ +DETAIL THIS SHEET - 460 BEND �Rfl'l '�,lg 1� li P,'.I!.,+,���,�,��,,�-''�+��,.!,�+��,;+� I , I 1. , , . r .,,, '. i,. ,qN`W- � �', '. � A I .,.,_,,,v g.,, "' I I I I , ., I , � , 11�( �. g I I - siii� _'�. 2, . . -4 PROPOSED STORM SEWER LINE I �� I I I � I I "', Fl� lo, .gg, � 1 1 . � I ,�, � 1111111'11�_11[1 R-11. I . il � I r.. I lil�1-111 �si�iA,,,e, ", " .+ I , I I " , � . I � I : -\\ . 1+72.44 END 411 WL I 11-111, ., -, 1. ,. . 1, 4 45*00'00' It ., 4 � 1. I I � I I I I I ,. . . I I . � . j I . . . . \ I ; I � "." " " R. I I I I � SEE WATER SERVI 11 I ii!�ii_._, 1-8 X6 TEE I . — I I I L 1, ; nin,,!gg.',�mi , i.,�i�+.,.,]"�', ` . . 1, � 1, % I - 15+84.80 .6' Wt 'B' : lig-imrig.u.,pp'! � — EXISTING STORM SEWER LINE � I . , , , , \ i" : ! 'I"' _11-5111"i 11�1 ` ,,Z:�:�, 1 SS - . % :1110 ,i I 1* `� '! �, i I I 1, 111011"'i"N'R .... l�, i: I "i 1+1 " . I :, I I . " , 11 I � ; r � �r� , I _111, -c 900006W * Rt 0m,". ". .1. . : . 11 . . I Ii 1, I � I I I I � 1. � I p - ' "! . I I . , � I , � . I- 11 114 * BEND DETAIL THIS ;. ` . ,. - , , I � -1 +1 . - � � � , � , , % I , I � , � ', , '. ,I � � , I I. . I I 0 9§; ... ;!;! ........ I ,7 1,511kiNT11iiii'll., � : : "'I", , -o ., ,: - ;. I , , , IN -, - H, 0`1 " g .ii 11111-!111� I . . I . , i I , *. \ \ I I : I . : -, , , � I i�i'.+*-.".."��.�l.,�;�+�,�.".�'I'���li.""J! ,,,, � . I . . I . � I I I I � I ,.�, i z . . , ; 1 : , , . I! i� +32.94 END . �- . I. .1 � I 14+il . : I I I I I I I I - � .1 - I ., ::: 01RIAsio It : +`.!, -111 . I . . I- 1-1.1 - z I �. , _ , , 1. I, : I � I I . - 1-22 112* BEND Sr - It "' I I'll ; I .1 i - 87 END 4' Iwo . I I I, I 1. % , , , ., I , ,/-- \ 0 07 rL 1i '11 " I .11 : * I , � I � � ( � - a'- -5V4FH AS I ��.'..i-..;-.!�MI'll�.�..'���,,�I I` ,; WATER. SERI . . , . . I I + , , "" i,l!l,'.iil,,.+� ""' " , " I I � I I , . . � � I � I . , , . --,,\ 1, 11 � 0 - il �`"011 , - � AC�� ii, I - , , -,\ _� ���� + - ..I.- , I , 1-1 I .: - ,I . , 11, 11, _- " I I - I , 11 I �� L � 1, 11 I I � � � I I , . I I , I i "g,"'i, 1. . I iql � . � \ 1; � - . I 11, �L' 11 I I " ". % I I I 11 - I \ g I g.il,�j,! L THIS SHEET . ,i, I., ., 1, , �,%4� I W1 6' GATE VALVE .g �l, I . . I , , , , � ,, '-,Iiw.li�,� iMiiii.41-1115i . . I . I p; , , , , c::) % : . , -3 \ "', . � ii.g ,-.,+�r,..,,�' T.' I I I .1 1, , " . . . � % � i I .. �� . , [In I I , , � N% H`Hli 'IN I : ".. -01 I I I I , il I . � - I . . I I - -7 -'M 1.11fill" i i .1 , I . ,, 1. I rn= 1, i I , I I I . I � � I" " " % I ". , " 11 I I - m, ,; -101 Vyl- - 0 1 � "i,ir ",i',!.ii'iiii+!'."".Iiiiiii"lil..--��i�.�i"ii".i�!.i�".il�,i . . . I I I 1, . I , � I - �g im � I I . .. I I - \ - , m-mc,+,Ns Eju -.I*. fu 0- i I I � I 'I, 1, 1, . , " ,� I I I - I � twil. �,q._.�i. Ago l.-M!1i'll ..' I I � I , I .1 - .I . - �, I � w. .11. - "I . , , . + : I R! 0-12 gpi� . I . . � 1', , I I I I I I "Bli""ll"i ! 11 , , . ',III[ R" _ , * . t_ h i " �mffi,j, . I . I , , I " H.H. .11, I I I I I . � . . ` �..N. - . I � I , , , 1, . -.11 +i` �- " . I I � - t I � . , I 1 ... T'111.111"I!, � :�, - . � I �� "CD, 11 c , .� � < 3,2* '531, Lt ii I ;-:iNl,.-%iii�i; ..... L - - I I `l" , " " '* "I " " .� I -) \ 11"lR11 � I - I - I 1 - . I I I - I , �\ . \ , .T: � g I � I I , , , - � � � , , " - . ,j,;m'o�F " - ; . - - , ,, I I I - . 0\ . � , . �, I I I , � ..."' I I l.. , Im , / ; , , . I +11l. . i , ,,, 11 11 I Ill - I , I I 'I � ml., "' I , , I , , , I N-1 � . L7�1'1 , 1. I I , , I I l-'11`-1,1-,;,- ill. -22 1/20 BEND , 1p , % , ,, I � I 11 1)Jl Riiq n0 1-11 114* BEND i � +� "i"o � ' "Eillvi I , * , , , � Ii .,4 ..:"�+.,R-�,e��!!"�.�,�.'�'i�'.',�'d,� -11; - , 51 , I . . , , I I , , - , 311 , , � , I �� I , � , � , , % I I I I . 1, I, . \ 1, . I __ 10011111 31311, 1 1 I I - .. ... . j_;:;i;i;;;:,,:z, +,, I I . � I I �, . I - . . , I , , .. ., � - � I ,I "! -R; 1, � —, I, i 1;i�0,:�Wi;,.�.11! , 0 . � � � , � I '11--, mli, Iii . ';;� - � . 43*11 ', 11 � I ` , , I . , , I ,I - .1 a I $ , . I -1 I . �,�%%,, "I., "I. ". % I%,, I I . . , , I 111 iWolNIR I I I'�u,�1.1*1"1.�l'!"�*i*-�,*"�.,+���'i*�'��+"�.,�I _ . I 1. I I I , . I Viii'S' N, T7 �_U_u � - �. I I 6 , 1, I . I . I. , I- " I � ,I i1flu"Id"11,02"! Ifl! /,. i , , , "I"! ) - I . ..R �, I , . I I ,, , , , I .1115-71L7_11"SIN, I � � � , I I . , - ` 11 , I , iv , 0 � : _. I 1. � I I I , � � � , 11 �1, - 01 -�m-.�� -�---.i ..;1!!!11 , . : I r , , � '. I . l--ju - . I I I � .�.1+1��.i.,�\�-�.,.",�.',.+.-..-,!I�i,�i,'.+�;., I I , ,,, - " --;i+1..-.+.. i I . ,, 11 I I � . I (,JA , : , ;ill ";4�*+���,,Il,ii.-,t,�.,.,,.!.,�-�,1!!� I , .111, � I I " i:D '", ", " ", ., ''� ,I 11 1, 1. ;% � � I I 11,�,,, k ul I ill"Ill +i.'.�ij,",++! I u 0 I : - , , , --- l. , : - � I � . I I I --Zhl -�llegm-',' -r,,--++:i ... vil,*,��i i�1l_`A11'1'1+++ ! I - I I , I , ', I I . � I � , , ..,, .,,,.+�. ,, g'ii . , "' , I I � I I � . I . , I 011L "I - .� - __ ii- - I - I - � 1; Ili+ I + . . t"t, I 11,; m - 0 , � - , I I I . . � .N........ -I.- "I'll, I i , , I , " - " " " 'I .. %'�, � iI � . � I I V-1) / \ U .10 I 1; 11 . - I I . I I I I , , -) ,+r "i" X ! 11 . 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I . � � � .'_ � " : I kil"ll""I'll, I � �n_`.��. � " ' "'H 7- ';� \' . , - ,;111`14-111, 1�1'm 5J'518 Lt (WWL'B6') r U I - - I C ) - - -- C-) 4.. . , - ,iii, *"I'l, "m"I'll"", , 0 1+88.52 WL '86'= g .�� ' � r -1 PROPOSED PLUG OR CAP "I-' � - I L �Gi 0 � % \ P 1- ' " 1-1111,10 L - H.- -, --i-li, "N .l.'all '11-11.1i 11 Ht, , 111. ii r , - . - �llrl -, i ", " I "_ n..V* 'I - r I . I I I '.' 1.0 NRIRMNI'l' " I '' . " L I L 4�.QIIZIIIIII .: . wr 11, 1, .. .. . ill-MBEIR , � " , .. _ I F.f.I.'-'.:*'::' q."' �.t ._' 5i. - -> "'I"", , I L, 11IR .� . I . _'ll . "..'. '.'.� Iii I - - I .-. I 1+00.00 WwL 'B91 11 * 1-.. --u . 11 "it "__'n'. ' .... ; - I I il_l"'ll'lE�l.?_'__l ,,, , ..' ;'. , " I 11. . \ r Im i'I . .- L I \ ' , _'. '.. , � � ' I I �Fllu 41,1? _iIi. , , "I I I - , t " 6) - I 'Rlilluffi N� N; 1+30.4J END 10 - 1� t . — .. 1. �M'I=Mii"��i L : EXISTING PLUG OR CAP : E . � . I ..", r f I " I !i.. ; 45 * BEND I . --I �s -i�- "ll r I � ' * WUL Ou - .1 ' . I I --ii � I - i . - � " - _�- L. -I 1, � - I I I \ I - 4LL ... t ` .. ,I - 44,,6r,,4, ,,t I . 1�) . . r r I _7' �4. � " ,"it .-It, 111 - " -,,I "i" . -111< . I I L I L r KjLj r I . % � I r.r.r"". " .I, CLEANOUT, "L -i �i�w �I- _ '' L '_`1�11i. X. " """" - I * L . I I . , � -z - r . - ....... 11 . .. ' I'01"m R.I.-H.M.."IfiR 1 �,. 1. :z I *' , I I , .- I I . r L I I I '., I \ FL = 307. 00 . � 0 314 IN . "'? '. r I �' I I (4) : r 11 L r r 1� I, iii- I ' . "114 Q� --i @ PROPOSED MANHOLE r 1, ..;_ — — q ,'w - - 1. I ... li I - : � ' 't L" I , � I r - ... - I I 11 / � I %� % \ � I I 1. , v � - a - 11 i I . L . I I . I "I' � I "". .- L . ........ " - ii I ID : ;R' I I I 11 � , �\jl 0 . I r I " l i" " lll� I Q� � I I L r , 1, - - ' � .-H."N"i"5_111".11 'Rl�"�'_'.--U` MR . . . . . . �t�]i�f"'�qf'�'5-4*'�'L� ...... � ... 1-"'W4 �' -1 - 5 I 1. I , " '111 I ""I'll" . , I "n i L , *g' ;� r .. , I . r , " , "..iI J) " 46:1'�'.lvi LL . � - III.N.-.1�4- I @ EXISTING MANHOLE I I I I I I m. 1. IBM_ ." - . r I '. I I r . 1, i."�"Lm�l '-*" r " - L Il Ililll� 1+5j.36 WL IB81 . ��22 1 . L � . 3 7 =::===:%==—_ " _"' _�;-' I -I I L 'r, " , "'N '� ' - l__`_' .2 Nii"" 11Y P� 1� �pin P E, q� r,�*'lll fl,"ll ) % I "";"" , " '-- .�� - - I I I L L "I � r . L : 1, \ ;' 'R..,1111'�"`��' L .,�,�.,�;,�t.,,�,*�,;,i""t,"i��"""g����", 1p��' , I � I � ' '� � ' " "'._,. 1-450 I : , I I I ,rL ... --" ____ ' "I""'p " " , I . , %A.; I I 1* I I. - Ili- I", '.- I " ' ** I . I , _'�' ebl\ I - 1-11 �- ". 0' If - .E. BEND 11 ** ' , .1 11H. 'i., 1.10. MD"i'llil NO " � --q-*.'\l'H"&"' I_ ;. I r , I , r I if ,ii � "p- -I., 'i. ..,.- ......R. -Am 11 "'.... . 0 1 '411,11, , ", . " ,,, .... '111, ll'K.11'11�'Hlll . 1, PROPOSED CLEAN-OUT , li�.' _ _- 10J6$14N Lt - - I I'll I . I" I �.'. L . I,- - - -R.", - i0ail"i 3� :-::IE I % ' � � ' I , L 11 \ , I ' .'. - L m - , -,m I. , , , 0 , . , .. - � I , m-&". - .... I'll .... _.-.11 I , � '.H'N"..".I� I - I ... '. W11ii.A., : �"'. i I Ellm"41 I , I I 11.1-11.11 �'lll ` " ", ' i " .. % ; 1, I rr r r, ", """ii ' 1, : "' . I , . L '�,�*."�"."...."'.."!,!,"�*.,r.,�""ki.�,�,,�i.,*�.� 1� .*.i I I -. 11 , -fl8a . I I \ I , 1 it"I'liIRLIN., I ' "I -- ii ... I I $._ � . - - I 0. ''I . . I : 1, I , .. ...... ........ "I .... � I�t"' _"' ,,' �' " t.'.' � I+J2 !',p.---� 11.1 � .4 :z-_ __l< r I I loi '� . I , I 61 - . ''I �"` r -W" '.g.!�.,-p ,m� - EXISTING CLEAN-OUT I .; "I L �iij: "i'iIi"" "�� LiI�"._.,, .00 WK 'B7' .t.- I I . __ I I - ,I ."*, " - .. :: I . ,,,,-. ,,,, I """, - *'ii'�'-� , - r I % I ", * 1-450 BEND . . : 1, L I - IL I . -- �'-';'I '� g -g""' *' ' m r I .- 1, I G) oll : I z. -i -g-5 -" I "I. -I. .1-H .. I- -, � .. I � %ii,__ , 'g -Ig ",-'rl I � 1, _�il� -..LLi:. � I I _,.'," I 111111,11,11,11 I ... .. � ."li'..." i� .c '0 , ED [In . . � "� I I — — PROPOSED WATER LINE , , I I I , - � � 1:1 ' I ;�' " ,. . I I 11, ' - 'J6'IJ" Lt R."Lil . . * , ' , :) - , I �' I � - - r; I ';�' � � " ,. �, " "'i . *_' i I r \ a . 1- --t., I N . r ___ r . I , I I : , 0 - L I .il , Y,v .�' gg".R�. R'..%;;I il`li - -It . I \ . �l 1" 'E"� n'�" I I I ml -, r 11 , I �i "I . j; -, � "' ..."', . . * ' , ' *"*�-__;l"v I ;i . �' "i", ' i , . . L , . - r , 'r! ", � r I L : , __13\ �� "' "I" () �-`_' I.R." _0 � � "I ;� '-'--H;��'.-�.."-.".' 1!- I I ii, I NRTI, L ", � -im"'�L'.O'viin I � � . L I I r '. Ai!'. L, � .M.'R.111i 10.'� .r . ..... 37. . ,. ", M" . I � I I 'L. NO' I'l � ���� 11 , I " � � I -.11, H .. I , , � � I I ,. I'm / I I , . I I I . 0 I I. I 11"ll'a I �' , I I I 01 .". �i , I V) . r I I � ; . � I % / _ .� . . � I - -,--; ---- ". : � � tp �� .. � .: � , �MPMNI ; z an 1+81 40 WK Of —w— EXISTING WATER LINE . ' * * , , 1� \ I .I-,-- � '�+ ' "', I + ,,, '� . - : , , r I I _11.11""N' .--. - I lug", - - : M I , " I 0 !,- """, "' - ... 1, 'p�'�'++"'p ""�+�,.,,.+,, 5, - 1. I I I � "" I I � Mg' 1 45* BEND I - , , . , .. I . I I I , - - --- iil_lH_'+\_` Iii"'..' , l."'5�'i "I'l."."N ...t�....u'..",; - � I I I 0 - .I-.- , ;+I�,i I � ' i I I � I - 1 �-" - i -, " 11" .i r I ... I ���-;".,*,.i�-�.-��,�'.1�,,�+,�ii 1.31-111'." ��,-i"..;r-,*.i",,;�l".",.�.,�,.+fI I , .."ll 'll i I .. +� + I r 1, I I . � � I tj - I � R, I - ,r . ..... .. I" - 445-00' +-,-. 11 �z i ......... ... r -L'. "r � ,.".L. - I r I'll I \ , 'i , r 11 . , N Rlt*-A �"'.L�11111A+lli�lpl � - I I _+," �i�'Nllilh"�"l "n"'I"RI'l : .�' 001, Lt : . — PROPOSED WASTEWATER LINE r I . I , -7. ` 10� -N _`," . i ,;, 11.00all. ...I'. � � I . I � � , . '� : , �A 'I'Li'll"101BOHN . -- '_.', 11 I I I m . I I . . � ; . .. 'I.... ; I � I I I � -- , I Nii; i., ':'_'-,-." " I I L. I L , ", I I!I-ill.l. "i , "-, , 'fl ww �+ I ; . I : m _.- + I 1. , Q� ��L I '111-11 - '.�- " I � 'I' � z 0 1 1 :;t . � , '�� " 1.11111i --IRM � g"N'+', 45.90 END Lt . I - I 'i "I'll"I-VI.. 1 I I L ' � 101 �lz�l r . ' '$� ...... EANOUT ""' � , � -5� U '�' 'T_lul� NO, iiP " "RIP ' :1 . "" ' ; I. I ' r � , 'r I , R 0 . .... T, �"', ... r '.."j" ff I � I � - ,++i I - . : ' r ' R 'Ki'. ffimil"41 , , I I E`1�12�1� --i L L I I I 1. *\ I I I %r I I 0 I . � � I "m ", - 1. * " 1-1. L , , . � I "Il'l'- 'L �—ww— EXISTING WASTEWATER LINE . , I I �' � I �' , 11 I ,._ 11RN El / ; '' ' " " "PUL " � "I RE -11 , .. ` = 309. 00 � I I . I �' '...' � "_ ' . r I % , , .. i, : I - -M, ' ' I—- . . � I I .' . . I I + - vI -'*' v - �\ �r' - . 'l -l", � I 1`10�'11' +1 , � _ I , , I " I ill"llZ11111" ' �" "' i I 111 �1111 + " " �Al 'IV' i,-; "' S , .... ' 11,111, li- _"N.- 1+ ill ,iip � ' , qp 7",;k Reilir 11110 1,1111,11. "l____++++++....� I � 111 '.... I __� i, -�i�p gi, '�'�g-igi!�.� '� . _1 i I I \ u,,. gi'u"a 0� � � '-`�"flii 'g, ""� L . ..... � � ', ..r - I ". 1, I , : - I ..' � �' 11-1,1- ...' "_ � '. , I I : i . I / , . ltl�'.' ,I. ',, L . r — _11,11I , , ' '. -, , . Iii-M+"'ZI�Z;4 � "..' I 1--iiiiiL I N ---. . L '� .. � ' ' "', �+-[ ." "'. 4 � �' — PROPOSED STO r r I ", i' '" ...- I I _ 11, � - - T1'1lii'�_�.i1'.`.11lll'l! .- "'I'll - � . r I I I . I ' I ' - r 11, w '11'� "'I'llm" H �11111:*_ � 0011.1" "Ti�gg. L . I . � : Ili li I I L I I I _\ : , - �m l."'NI `�! �.,.,-+�,�,,�t�,�.,;.61���"�-"�* I m���,L�m�l-"",,;Iiiiiil*,*,*,*,,+,�,+., IR r k-)-\ , RM SEWER LINE I - I .- I - , *r '* u .' : , I � ' - k / I` .� ...' ,. -'g`,"jq+','+" � J . L 46. 11) . � - I . . L I � ,. . % , r __," % , : I I f . ' L4___l . , � . \ ' . '.,'l,',..ri'L.' ", - r % '. , % � I 1, I ,r - . it.4`%l4�Iil;;;.LLji-. ',`_;l.LL'_.u'. iln . ..'_� . I 11 I I r� L 7- % 31 , m, -""*i -'Lgn v'u 1 .. - I Q - + I I I I I � . I I . I . I , !!! I I -.1-11 - IL1110 I 'N . r :�� - , r _SS — EXISTING STORM SEWER LINE I I , � I � 1, It *' - "'-,+- i .. I I r , � . L W.... ���,�".,.���,�,�i"����,',-."�i' . 11 .. L 1� """" " � ' " ' " +' � , � � ll� % . I .+ +1 '! --- - - �W+l �R%1;11I R " "'I'l � g. .".. I - I r . , L . r . 0 i . _'�"-' jp".�. 01, .1 "ii'! " fli"t .1 I . I �� ;� I 51""!"n Iiii-affi, C�:"' . ;i -l'- 'l " ".M." "D I :'�" � 'F!L�'-,,,��R.R.1;11't ',,+, IN L , , I r � "', + . , '� , ,-"+i' . , . , I -1 - "" "."m ,,'+'� 'IE"'Mi"',�,1r, '_q"R�l--"";.F"" - I _1 A - H, ,�i.�,.,ti.iiii��,�.,..",Z"l�l".!', ",eli.irl'.11 �' I I U -i" .1 11; - .. -"Nh lml' , : L % , \ �,R*_'!"'� ' � im ,11 .. " - .11 .- " " ' , I t I .!',, I/ L."..; " C::) �� � I mix,ri" " R"', "�i IN i 1--) * ' '* I , , , � "" � .� r ..... i , 'llP"`lli!t0l,`1 I'll .L "ib"."'., 1<11 '��"��IIRN.11414U.l 101I il'� , _ ... r.. 'l-mm.na, . : I , � I 1111. 11'11'11-11 IR110', , , . , , , , . ' ' , I �11111_q ill "I'llm"I _-� .00 R 0 1 1 � I . ' ' '. 1. " 1, r , - I; � a R L - ' 7-71 - . ' 11 . I I I I ! . I , "I _' -, � *, , .L * ' 1`1 P1110-HI'm . , 'M i .. . 0 1131 I-., .. 'L'�".�'+.;V' i 01 ", -I"' 17 � " -1.10 ..". 2 !HN 1, . % p + I , � . ' ' ' . N. I I , k� 11 I ..'.;"'�'g " ' iiz w 4 1 *iil '; . . L � , � " . , , . _�� � -1 ..�' 'r. 4% I . � i ` I 0 . w � , - 110-1 - 01", lin . I � � N�. 'N� I FIFI (:0 . .. ._'rl'l'l_llfll,`l '11.10 ,0+ I lil. _4 1, i. . 1� "ll', ,fll�' 21 "'I" fill NOINPHIRI'll?" I . IFZ I � - li'll, . . I �+"" I I 11 , I ' I L r -1-1-10, � . . no I . i I R �"`flz`pl'+�N51 �-Rl...t'MR'10110' mlil I - I I I . I L 1, I . I � I + Ill 21-1. m I �. �'N...." I . . L I I ' , �' % . I � . I I . I ' 1, M , 1, � " . � � � r . .. ... �,, ' "' " ' I I ", . . I - . -.;;. __ 0', z , - - � * t. I L r L , , , (D - , . I I I �A \ __�' ' j- �-.' AN,% -IRRIER1015., _XNIHIR�+ hl� � I . _ . I I I � I .�. . . . 'UH .-I'll, I , � , . I I I � , '' I , 1, , I 1�? 50 � iiiii. - 312 . 0,15- -, __ - + "', . . - " ", � . r. , - I .0 "_� \ '�- " .. - .' I : ' ' I �' I ,". I - ... � . I r . � + I 1, 1, * 'n , � , " , � ".' "' . __`�\ "' 11 .. N- ' 1� - �l 0- -, '+ I - I I L I . . � . �' - , . 1, .. I I '- ? " "' � -:1 I i . . '31,4 ,H0". M15"ill"ll; m ullfl�-`011'111 ,. u. v - I . . . I + L, �' I �% �" , .. , 1, I I \ --N'fi,5 lk"-, ' - , I - - - - - I . ", L " '� 1, il Ill 5 "'. L % .. ", ", . I Rll"Rk'.W.,'P'� ", ...... :': - __....1r, I -1 '/ " 'f. / z . ' . I , - , ' * 11 "'� ""I' I' I .. ..... I . 'Ll; '' '� r 11 , , , L I *+ Allica"HI I . 11 ", I I A L � I r I 'I i 1010111 * . . - .. ` M , , , � , I I r ` I +0 " ,"I'Ll . " ��: I ?0 �Nlllu " 1151 / � L � '. _+ I L I I I - I L I � , 1 'I'll I -- - � 11 I"� L r W I ' '** r , .. " , , . � . __�\ , �"-.l�""','"'." '' , 3 , . I igi'.�!;�i;'�ji'iilg� , L D 11 � I , , , , , � L S. I g I T' *10 I - 11.1I r ", " " r., . , .', , I . . i ,' , - I 111'551�m . I r I I I , . , I L `� L " . -'z � , r r I I I . � , I 'i'll"l- Niii,m �' '_'� "ll �'�' r 1 -..-� !, , ,..r ... L .i ,,, M.* I - NO! � I L I � :�:)' � 1-5, � I L I � I . 1, � . (1A \ +N".t'="P`Wi`lU= � � r � � r .;:'11IR 1,11 "".1 , I.,+ r. . " , 0 '! " z�; � ' . '-Ill! �" "' ", _'. 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A S. DANNY MILL I ER 82725 NAL S. DANNY WILL aR,E 82725 LONGARO AN RKE, INC. RE SION, BLOM m z 0 0- U RO ND__lt____.� w "fa- VlNG___ ji �W, W LLJ w .......... 'JOA4 TE - z U -i LLJ uj *=4 0 US w 0- loo Uj 0 F - 99A co co uj co .19 r) 2+00 t% 390 -- --------- =-NA _G MX- WUND- '36 124-14 mm", T 727-0; 304 on . ... . ..... 2+00 "O�"t *`�N% OF 42 % P- * f I L! A S. DANNY MILL I ER 82725 NAL S. DANNY WILL aR,E 82725 LONGARO AN RKE, INC. RE SION, BLOM m z 0 0- U w ji �W, W LLJ w F- W F--! z U -i LLJ uj *=4 0 US w 0- Uj 0 F - co co uj co t% '36 124-14 REVISION J� .BLOCK r m z 0 CL U N W W Q D ji 01 � W{ .. .. Y, W Z U .J 3 W' Q .. W F- cr _; 'U p Q CrD W: E-- W > 0 J Q W d✓d co W co� e y i 5 0 W :�h sg V o 0 A L124-14 ...� T A 4;. 3 2 RED WIRE mo : S L TI N A h !8 GASKET GP w: K -WIRE: -WH-IT R E :.:. INSULATING SLEEVE FOR EACH - .�,.'.... ,.:• BOLT > 2INSULATING ATTACH c_ON UT MANHOLES O. Si. S,N.�:•. . _6r_s .. .. .. ...i WASH S FOR EACH . WSTRAPS 6r�RCd 4.tN eoLT . 2 STEEL WASHERS FOR EECs RT GROUND LE L EACH i t._ _ 'BOLT:SM009PLASTIC • - t, CONDUIT tHDG} STEELSEWER BUSH STIC BUSHING .i a GAP BETWEEN #i.2C0 CONDUITS 12 SOLID TW TEST BEADS �E . WHITE WIRE (SEENQTE8 SEE NOTE#2 BONDING VG #a SIDE VIEW i t Ty ED P•JUMPER E MESH REINE i21TYPWI ROD CEMENT MORTAR 12 MAX,SMQQTH • PLATE TABLE OF DIMENSIONS _.•. IN FtELQ EAM ORAPPLIED UPSTR!2 PIPE SIZE {IN.} B (I N. 4 C tIN ) 3.77 VALVES4 = BE USED WHEN CONNECTING CAST IRON OR STEEL PIPE _- .�.... _ . ..l INCREASING STATIONS -NOTE5)TO :. , TO CONCRETE PRESSURE PIPE & ON ANY BURIED FLANGE. 4 5.82 b_ ,.- ... a�. 5 8 7. 2 NOTE. D.I.PSHALL NOT 6E 5 J01tTS IO 10 9.41 DETAIL 4D • CONTINUOUS THROUGH 12 9 ! _. MANHOLE. 10 DIA. CREOSOTED SIGNTYPF 4 :l .15 II 5 13.70 POST (WHEN USN PLANS) 13 I8 !6.75 INSULATED FLANGE CONNECTION ON CONCRETE PRESSURE PIPE � oI8 WARNING SIGN 21 15 18 21 24 9O 22.4 SI MANHOLEPVC CONDULET 24 COVER W! GASKET {D VIEW ..r.. PIPE (MINA ttGROUNDLEVELx �`BRASSENCASEMENT cm WALL THICKNESS,BY R MACHINE 801-TS NUTS $WASHE WIRE DETAIL --4 � .. OR TUNNEL) (NUMBER AS CAST METAL LM SPADES CONDLLET WITH REQUIRED) PVC COVER _ MANDREL DETAIL FOR DEFLECTION TEST OF PV C. PIPE D.I.P> LOCK JOINT TYPE CARRIER PIPE 80NDEDPLASTIC - -- C NDUITI� �L , _• WITH JOINTS IN 8 M _ 6USHiNG NO. 12 SOLID TN TEST LEADS tl P!A LMAR - 4YWTR7}tSEE VOTE STEEL CDUIT - BONDING .HDG.($TAP TO POST) OTHERWISE SHOWN SOLID REDWOOD WHITE GR BLACK RED JUMPERI2.UNLESS . • yG. BLOCKING CONCRETE SEWE Eo MANHOL -. FLOW18HOT-DIP GALVANIZED OR ., ,,5 t w 2000 PSI NON -REINFORCED INFRCED CCRETE STAINLESS STEEL ANDS �1N.. ce POURED COMPLETELYACROSS TRENCH CARRIER PIPE > EXTENDED 2' EACH NAY INTO . - UNDISTURBED SOIL. FOREIGN JOINT s : ELLI NEEV OT Ri PLASTIC NQ#T TAa: I.- , .• I •ALL D.I.PPLACED'IN ENCASEMENT PIPE SHALL BE COVERED WITH 8 MIL. PIPELINE . _ PRIOR TO PLACING BLOCKS ON PIPE WIRING IN PVC. CONDUIT -fi-1 ....1_: �----� -- 2 • FURNISH MINIMUM � 4 REDWOOD BLOCKSOF SIZE REQUIRED FOR' SPECIFIC TYPE 3 -- -` LOCATION SO AS TO PROVIDE MAXIMUM OF I CLEARANCE IN ENCASEMENT ~---- PIPE AT TOP OF BLOCKS. _ PLACE BLOCKING FULL LENGTH OF PIPE JOINTS, EXCEPT AT BELLS. NOTES:3 EMBEDMENT MATERIA 4 BLOCKS SHALL BE BEVELLED ROUNDED EACH END SE PVC SCH. 401 U !2 PIPE ALL TEST LEADS FOR ALL TYPE TEST . DIP LESS STEEL BAND PER PROVIDE MINIMUM OF 4 HOT STATIONS, AS SHOWN FOR TYPE t.PIPE k JOINT TIGHTEN SECURELY. WITH BRICK AND. MORTAR FOR ENDS OF ALL ENCASEMENT PIPE SHALL 8E 2 INSTALL WARNING TAPE ABOVE ALL TEST LEADS ON ALL TYPE TRANSVERSSECTIONPLUGGED .� _ TEST STATIONS AS SHOWN FOR TYPE 1.OTES � PLAN & PREFILE SHEETS FOR PROPOSEDLOCATIONS.7 it MINIMUM WIDTH 0 8. - PIPE JOINTS FOR ALL D.I:PINSTALLED IN ENCASEMENT PIPE SMALL BE 3 TEST STATIONS f0 BE LOCATED AS SHOWN ON PLANS ,OR AS OTH RWISE1. DESIGNATED BY ENGINEER. -J- BLOCKS NORMALLY REQUIRED FOR ALL PIPES 0N 10!GRADE _ iL0K FAST JOINTStAS MANUFACTURED 8Y AMERICAN CAST IRON PIPE OR 4•CONDULET SHALL B� I„ APPLETQN (E-lQOM} 0R �APPROVED EQUAL. -.H-- Oft GRATER. -INSTALSONE DITCH BLOCK -FOR EACH TWO FEET • APPROVED EQUAL.ELEVATiON. ,D ; DROP IN JOINTS SHALL BE BONDED. ALL PIPE :PI ,• .- N...G.. t. 'r:? . . � .+ , : DETAIL:4 DETAIL: 4-D DETAILF �t d fi ,... .. 1i; . ,. . ��T BLOCK (SEPARATE PAY ITEM) BLOCKING DETAIL FORIPE ENCASEMENT t AO • � TEST STATION DETAILS >P^T :Y xH st : �.: .N r -'E .:.':.. - Pt# -P- B 2J.P.) �.tARED STUDS OR CRIMP . _ L}.E LUQ IN PAINT STRIPS HX NUTS INSTALLED � TOP (j BONDING JUMATTACHED i „+ No. REVISION :a .► ... .. .• HOLE NO. 4 GA. (AWG) BARE STRANDED :. .. • . - ... C PER CABLE ATTACHED TO f .. .. _ MORTAR COATING � CC'N CTORS ` OR CRIMP STY Chi E E L VALVE y- Z. p cn FIRE z v _ HYQRA T : lJ U a M.J. uu� ANCHOR COUPLING., _ - 11 T FIRE HY RANT W T NO E 1 E D S ! H MAJ. AN L N T _ { E G H AS _ A.C.PIPE SHOES ARE' FURNISHED-' Ci R E D BY PLANS 4 P WITH STRAPPING, G LUGS. S - (SEE DETAIL= i I M.J. 900 ANCI BE NDt SE E 15 MIN. DETAIL= I -G 18 .MAX. , 5 -MI N. -- IS MAX. oft �{ „ 3 MIN. 24 S .X 4 T Q HK. ON GROUND LEVEL C C GROUND LEVEL 3 , MI;N. " GROUND LEVEL SLAB (TYP.) :5 MAX. R - R TOP OF CURB Q OR TOP OF OR TOP OF 5 MAX. l tkRLIP _—.............. •• .••,•..::..;: CUR • # AR • 0 ,. Z - -- w VAt.VE BOX , M.J. FIRE HYDRANT w TYPICA L fw } _ FIRE HYDRANT D.RANT L A D S6 M.J. GATE VALVE W/VALVE LONGERTHANIB FEE TB0XM.J. GATE VALVE WILL LL BE CONSIDERED AS 7 CU. FT. CRUSHED ,ROCK MAIN LINES Bt ANY CITY 7 CU. FT. CRUSHED OR CLEAN GRAVEL I OF COLLEGE STATION ROCK OR CLEAN M.J. TEE WITH - APPROVED PIPE MAY b . ,► �E; , t GRAVEL u o A►► ► / Y �d b. 6 M.J. 90 ,. , ►y a 6 BRANCH ► M.J. TEE WITH BE USE.D< p A D ►► ®s >> NCHORI NG BEND 6 X 13 M.J. �4 . ;� a ► � � ►. EE DETAI • I -F „ > .� ),, . ► 6 BRANCH i e S L ) AT ALVE �1 ® , , 6 M.J. G E V ( SEE DETAIL 1-G) * ► ► ► f * ► 1' ANCHOR COUPLINGf►. a .. r ;, ► ► .::�,:: • � ►s � ,' � ...:,: {SEE. DETAIL I F) W/ VALVE BOX (SEE DETAIL , > - >�" •::<:,�' • I -I) > ►i p a Q a O, �, �, �, A . ,,_ CONCRETE • QNCRE E BLOCK 1 N G poll ► ; <•.:. ,(2000 PSI 00 ®0• �• A ., C 0 Q v P P .. . r �• ....• ' • �► a (DO NOT •• LUG WEE aL ulp 1w E ► a .64 ►•:,t _�__ HOLES WITH CONCRETE ,.. .. . • , •.. :r .:.`" .r;: - , is 611 •r +6 • .... , ; 6 t.x M.J. 904 ANCHORING BEND M.J. ANCHOR COUPLING M J L.. (VARIABLE LENGTH) SEE DETAIL: I -G) CONCRETE BLOCKING 4 THICK CONCRETE COUPLING - ` { t, - SET HYDRANT ON {SEE DETAIL I I) . (2000 PSI) (DO NOT PLUG WEEP T SEE DETAIL' 1- „ 4 THICK CONCRETE SE HYDRANT ON BLOCK OR BRICK { I) HI ,, , : 4 THICK 'CONCRETE VERTICAL HOLES WITH CONCRETE) 4 THICK CONC. ,. - BLOCK OR BRICK (200 PSC) BLOCK X2000 PSI } M.J. ANCHOR TEE ON WATE MAIN \ (SEE DETAIL I - H ) �- M. J. AN H C R 0 COUPLING I - i (13 )TO6, VALV E I .. II (SEE DETAIL: [4) - l -.SET F'H ONN T u DIS uR BED EARTH IF POSSIBLE. IF NOT, SUPPORT TO UNDIS'. 'TURBED EARTH. 11 - I DETAIL: • LLw ISER DETAIL, E L FOR FIRE HYDRANT LEAD BLOCK OR BRICK' GENERAL L NOTES DETAILIA DETAIL: I� DETAIL: t.0 i -FINELY DIV1D D EARTH FREE OF ROCK LUMPS, a .CLODS , I - EXCEEDING 6 SHALL 8 PLA - E CED BY HAND -1h COMPACTED ' AROUND THE CAST IRON. PIPE 0 A DEPTH OF T PT 12 OVER TYPICAL FIRE HYDRANT I E YD RAIU THE TOP OF THE .PIPE. , - - 2. ALL CONCRETE BLOCKING. SHALL BE 2000 PSI. L 3 Al. THRUST BLOCKING WILL. PROVIDE A MINIMUM OF 2 1 , SQ. FT. OF BEARING AREA OF CONCRETE ON UNDISTURBE DETAIL, I B SOIL OR AS DIRECTED - ECTED BY THE ENGINEER.. • ! HYDRANT ,E; j M.J. FRE YDRA T VALVE 6 M.J. GATE, L E & -BOX • 4• ALL PIP WILL LL BE LAID.SO SO AS THE ENTIRE BARRE .WILL . 1 HAVE F E ULL BEARING n., _En,.,_ (c=al _,•►� ON THE FINE GRADED TRENCH. i SCHEDULE r� A DIM. (in.) B DIM. (in.) z m . J D ': a to w 0 U W wo cc a > irW.w < w 175 12x6 12.0 z 0 - z I- ^ V5a�Z z .wa zZ w �v'l� 15.5 4 M.J. ANCHOR TEE ON WATE MAIN \ (SEE DETAIL I - H ) �- M. J. AN H C R 0 COUPLING I - i (13 )TO6, VALV E I .. II (SEE DETAIL: [4) - l -.SET F'H ONN T u DIS uR BED EARTH IF POSSIBLE. IF NOT, SUPPORT TO UNDIS'. 'TURBED EARTH. 11 - I DETAIL: • LLw ISER DETAIL, E L FOR FIRE HYDRANT LEAD BLOCK OR BRICK' GENERAL L NOTES DETAILIA DETAIL: I� DETAIL: t.0 i -FINELY DIV1D D EARTH FREE OF ROCK LUMPS, a .CLODS , I - EXCEEDING 6 SHALL 8 PLA - E CED BY HAND -1h COMPACTED ' AROUND THE CAST IRON. PIPE 0 A DEPTH OF T PT 12 OVER TYPICAL FIRE HYDRANT I E YD RAIU THE TOP OF THE .PIPE. , - - 2. ALL CONCRETE BLOCKING. SHALL BE 2000 PSI. L 3 Al. THRUST BLOCKING WILL. PROVIDE A MINIMUM OF 2 1 , SQ. FT. OF BEARING AREA OF CONCRETE ON UNDISTURBE DETAIL, I B SOIL OR AS DIRECTED - ECTED BY THE ENGINEER.. • ! HYDRANT ,E; j M.J. FRE YDRA T VALVE 6 M.J. GATE, L E & -BOX • 4• ALL PIP WILL LL BE LAID.SO SO AS THE ENTIRE BARRE .WILL . 1 HAVE F E ULL BEARING n., _En,.,_ (c=al _,•►� ON THE FINE GRADED TRENCH. i SCHEDULE SIZE (in.) A DIM. (in.) B DIM. (in.) WT. ( Ibs.) 6 x 6 8.0 8.0 125 8 x 6 9.0 9.0 175 12x6 12.0 12.0 325 `16x6 15.0 15.0 615 18x6 13.0 15.5 670 2.50" BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL - 81 I FIRE HYDRANT. ROTATING RING CENTER LINE 5•. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 PSI. �. 6• ALL GATE VALVES TO BE: a• "O" RING TYPE WITH NON . RISING STEMS. j t�—PAVED STREET-•. w b • MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS a 81 GASKETS. a c • OPEN COUNTER • CLOCKWISE (LEFT) E CURB a GUTTER=11 d• FURNISHED WITH 2 SQ. OPERATING NUTS. e•./ALL BOLTS a NUTS TO BE STAINLESS. STEEL A304 -OR A316. 4 7• ALL FITTINGS SHALL BE MECHANICAL JOINTS. UNLESS --- 16 OTHERWISE DIRECTED BY FIELD REPRESENTATIVE. *DOES .NOT .. INCLUDE . JOINT ACCESSORIES A 8 -FACE STEAMER � 8AM ER CONNECTION TOWARD NEAREST CURB ' ...� �. wt r� -w.1 w ■ I t WATER LINE OR STREET UNLESS OTHERWISE SHOWN ON PLANS SCHEDULE SIZE (in.) A DIM. (in.) B DIM. (in.) WT. Obs.) 6 15.5 10.56 100 -- -- OR DIRECTED BY .FIELD REPRESENTATIVE. R.O.W. LINE 9.6" M.J. GATE VALVES TO BE .RESILIENT SEAT TYPE. 10 -FOR FIRE HYDRANTS 'WITH M.J. OR A.C. PIPE SHOES, a STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS 11. IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF VALVE { i v•, n,.v. vrrr+�� u. e.a+,. ... v..�.. iVlJt t WCltat'1 i J 'VY HIVl+t1V1"(IIVV dCIVUO 1 CCJ f�IVU I.VUI"LIIVtaJ IIVVLVLJC WCit?Y7 1 BOX EXCEEDS 5`-0", THEN A VALVE STEM EXTENSION ' ' SHALL BE REQUIRED. R a BOX 0F ON SPLIT GLAND FOR TEES AND COUPLINGS AND :TWO SPLIT GLANDS FOR - E 900 BENDS. DETAIL. I C . CENTER IN EN ER L E t A H R1 _IIII J. 90 NC 4 � Ca BEIU D SCHEDULE SIZE (in.) A DIM. in.) B DIM. (in.) WT• (Ibs) 6 x6 8 10.75 125 8 x 6 _. 9 I t.75, 175 1O x 6 I I 13.75 250 12 x 6 12 14.75 325 "It 1A I Ak#^I r% _1 SCHEDULE SIZE (in.) L DIM. (in.) WT. Obs.) 6 13 70 6 18 85 6 24 100 6 30 115 s 36 `130 1�. -V 6„ WATER LINE--of5`-0" _ R .O.W. LINE:- N0. REVISION DATE TABLE OF DIMENSIONS FOR VARIOUS PIPE SIZES SIZE {N. • A E C D. E H Ir 5/6" 13 l8 f0 5 11 2 6 /8 1-, 11 4 6 3 I 10 11.1 34 11 1!- 2 5!8 If I 5/811 2-2 G 41- 6!1 3!" 10 - /9 2" u 1� 1 If �. i li 3 �[ i 1 - 1 4 6 i if _ 6 /8 it 2 16" II I/4! 1 4! . C 14 3'-21/4" 4 I f31- t 1/41 211 � 1 ,iq - t31-'6 2 3 ./4 1/8 f 1 4-6 i/8 i a. 3-2 3/8 If 2 34.9 30 33.9 58 1/411 4'-61/44'' '2'-111/2If 21' E2440'2-7'I/4ti3'-10 i!,a �-1 3/8 tl1`I ,4- 4 3/8 1 4 6 /4 t»I t 2 7 /4 ti 21�(111 3 7 /8 tif 4'-10 /8 Itip311211 14121,3 4 6 44 2 3 /8 NOTE IN A Bc/6 0R M PLACE TO FILL LL ACCORDANCE t ACCO RD It. T D IN it PAI AINTED N 11 E N R TO 8 ` P 1. PIPE GUARD D AROUND IPE. ,! ��VOIDS A 0 MAX. -a MA MAX.AX- . 8 MIN. / i2 M X 8 MIN. / 12 X 8 MIN / 12 M , R PAINTING MAX. NFIN./ 12 MAX. WITH CURRENT SPECIFICATIONS FOR $MIN. / 12 ;' 8 MANUA�LL CONSOLIDATE.) . STEEL CARRIER PIPE. : CREEK 2. PIPE GUARDS TO BEINSTALLED AT i, .LASS AI EMBEDMENT. TCLASSS CLASSA MQ�IEE CROSSINGS (ONE AT EACH END)� SO AS TO CLASS CLASS C _.,,. - r 4. - NT - (CONCRETE �E.. TE. ARCH) ) PREVENT UNAUTHORIZED. PERSONS (CHILDREN) EMBEDMENT EMBEDMEEMB�MENSMEEDMENTS AND FALLING NTOFROMWALKING PIPEN.A.S.P0 N.A I. (NAO.PI.) CREEKBED OR FLOODWATERS. N.A.S.PI. N.A.S.PI- _ NS P C C AT I O CITY TY S IEI E EMBEDMENT - KE ■ .. MATERIALS FOR E S. 3tJ4.0 (SEE. NOTE 2) T {SEE NOTE 21i �I A. SELECT _ MATERIAL B d `� Bd MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF 2000 PSI CONCRETE ROCKS, LUMPS, CLODS OR DEBRIS LARGER THAN TWO (2) -- LARGEST DIMENSION. F'iJLYWRAP (FOR DI .P. ONLY) �- � �- {LACHES IN THE 6 MIN. EMBEDMENT CLASS . B. GRANULAR MATERIAL AS REQUIRED Bc/8 OR 4" MIN. FREE: 1 ® ..' a U RIVER SA WHIC H IS � I R HALL BE BANK RUN DET. 4 4/ MATERIAL S - a . •�: ®E NIC r 1 Q Y DEBRIS OR ORGANIC f T ANTITIES OF CLA , � -, SUCH DETRIMENTAL AL 4U o d a ,� 4 BARS SPACED SU OF ORATORY CRUSHED STONE TED BY STANDARD LAB a (• p. WHEN TES D WHICH Q . ° q TAIL 1AL AN THAT PIPE WILL NOT a ... F'1�'E GUARD DE MATER Uri ;STD. GRADATION .-. .. . y 1 FETS THE FOLLOWING G REQUIREMENTS P ETF.ODS M . M � PTH VARIES a . ° � � a � FLOAT OUT 01= � PLACE � �'P � � � A �.. • o. � 11 c DE I - �•• O P _ R .• J.. .e ,. 4 MIN. 4� F UIRED BY WHEN CONCRETE IS PLACED MAXIMUM LIQUID LIMITAS PEQ 5 f. INDEX ENGINEER) Bc MAXIMUM PLASTICITY Be IVI .. 15 _ 11 �� 200 -SIEVE P N PASSING : No 11 n I�rnc Tn DlFR� .pRnvinF � 1A1lDE -x J8 THICK HOG _ N14�1MUM , ERCE - - -�� _..�..� Inn Q tudtni � i� U®Y - r,u .111.i . 10% to ..A.. TYPE 0F PIPE SIZE {N. • EcN x Y . . D.. 1. P. , P V C. $ A. C. fi. 6.9 3© _ 12.1 8 9.1 32 14.0 10 11.1 34 161.0 12. 13.2 36 18.0 14 15.3 38 20.o 16. 17.4 40 22.1 I8 19.5 42 _ 24.2 20 21.6 44 30.6 24 25.8 48' . 30.8 30 32.0 54 31.6 36 3 .3 62-, 44.9 R.C.C. P 24 27.8 52 34.9 30 33.9 58 42.3 3 fi 39.9 64 50.0 42 145.9 71 59.5 - - LARGER. a 1 . i ....:,. i � RING SURFACES OF'_ THRUST BLOCKS - v> .., .: •;. 2 ALL BEA EARTH i I STUBBED •�' C�r HALL BE PLACED AGAINST UNDISTURBED _ cf� Y OR ROCK. MED HERE FOR o 3. WALL THICKNESS (T) ASSUMED. THRUST ` ,: .J -- .-- _•_. - �, ® ,,,,�, THRUST { 0 ESTIMATING PURPOSES ONLY. _QT f% 4 -CONCRETE FOR BLOCKING SHALL BE 200OPS1 . o CONCRETE. 5• DIMENSIONS MAY BE VARIED. AS REQUIRED BY WRAP ;::;:``:f {; ::, FIELD CONDITIONS WHERE AND AS DIRECTED NOTE- USE- -POLYETHYLENE\ {:.• CONCRETE :`�` a :> w ENGINEER. THE VOLUME OF CONCRETE OR EQUAL BETWEEN C0 I v BY THE & PWG TO PREVENT CONCRETE `: NOTE: R.C.C.P. OUTLET PIPES BLOCKING SHALL NOT BE LESS THAN SHOWN G. ARE TO BE BLOCKED AS TEES. { '` HERE. FROM STICKING TO PLUG. - 6• VOLUMES OF VERTICAL BEND THRUST BLACKS ARE NET POUR AGAINST- POUR AGAINST (' VOLUMES OF CONCRETE TO BE FURNISHED.. THE _ UNDISTURBED. EAR. H HT OF THE CONCRETE ` UNDISTURBED EARTH CORRESPONDING WEIGHT (4 000 LB./ CY.) IS EQUAL TO OR GREATER THAN THE VERTICAL COMPONENT OF THRUST ON THE TAIL. 5-E . DETAIL • 5-0NONNI ®� VERTICAL BEND _..PLAN �� TEE THRUST BLOCK PLAN 4F PLUG TSI RUST BLOCK _ EE TEE PLUG SCHEDULE (SEE TEE. 81 PLUG SCHEDULE tS 0 SCF"lEQ ULE N®R I ZQNTAL Q = 90° DATE o A= 45p NO. REVISION D = 22.5a EARTH ROCK A _. 11 250 EARTH ROCK EARTH ROCK EARTH ROCK VOLUMI 1. D. G THRUST A B VOLUME A B M C C T A B ME A B vow VOLUI.D. G THRUST A B UM A B I.D.G THRUST o THRUST A B w A B 1.,11ME TONS FT.) (FT.) {C.Y.) {C.Y.) (IN.) {FT} (TONS) (.F%) (FT) (C.Y.) (FT) (FT) s f. D. G TONS} {FT.) { FT.) {G.Y.) (FT.) (FT.} tC Y) t FT.:) (TONS) ( LD D, T 11.25 22.50 E' (TONS) {FT.} (FT.) {CYJ {1=`i) (FT.} {C Y.) (!N.) (FT) ( F1' SIN.) {FT.) { 0:t 4 6 8 1.5 3.9 2.0 2.0 0.2 t.5 I.S 0.! 468 2.7 ?'.I 5.0 1.5 0.4 2.0 2.0 0:2 (IN.) (IN.) (FT) (FT.) ( ) f l.0 1.a 0.1 4 6 8 0.8 2.0 I".5 1.5 0.1 1.0 l:.0 0.5 , 8 0.4 1.5 1.5 0.9 4, 6, 8 0,4 ! .O 1.0 I.5 0. ! 0. ! !0 t2 2.2 8.7 3.5 -.2.5 Q..5 2.0 2.5 0,3 10 l2 4.0 16.0 6.5 2.5 1.0 3.5 2.5 4.6 I.1 4.4 2.0 2.5 0.3 !.5 5 1.2 10 ` .12 0.6 2.2 1..5 1.5 0.1 1. t:5 0.1 ip 12 3.2 19.5 4.5 4.5 i .2 3.O 3,5 0.6 16, t8 6.0 36:0 9.0 4A 2.4 4.5 4.0 0.0 0..5 t 5 1.5 i:6 9.9 3.0 .3.5 0:6 2.Q 2.5 0.3 16 18 0 12 - 2, 5 0.3 1.5 2.0 0.2 16 18 0 2.0 3.6 24.1 5:5 0.6 1.5 1.5 1.6 16 .1$ 0.8 5 4 4.5 i .5 3.5. 3.5 0.7 20 6.6 44..4 10.0 4.5 3. 1 6.0 4.0 ��.5 16218 0.4 1.5 3.0 0.3 20 I.B. 12.3 3.5 3-5 - {?.7 2.0 3.5 O. 20 7 t,5 15 1:8 20 0.9 6.2 2.0 3.5 • 34.6 8.0 4.5 2.3 4.5 4.0 !:! 24 7.9 64.0 14.5 4.5 5.0 8.0 4.0 2.1 20 0. 2:2 I7. ? 4.0 4.5 1.0 3.0 3.0' 0.5 24� 4.3 - � 30 9.9 75.0 IS.o 5.0 6.7 co.o 4.0 3.3 � CITY � COLLEGE STATION t,l 8.9 3.0 3.0 0.5 1.5 3.0 0.3 24 24 a.9 1.5 ! .5 2.1 24 4.5' 1.5 30 4.0 0.8 30 5.4 4?.6` 8.5 5.0 3.2 5.5 4.0 I . 2.6 30 1.4 10.4 3 0 3.5 0.6 2.0 3.5 0.4 30 2.7 20.7 5.0 36 1 t.9 108.0 I8.0 6.0 11.4 12.0 4.5 5.3 ! .9 5.5 5.5 2.3 4.0 4.O ! .3 36 � 6.5 58.6 10:0 6.0 5.3 6.5 4.5 2:6 8.i WA�TE� DEPARTMENT 30 2.9 -1.5 4, 5 0.9 2.0 4.0 0.5 36 3.3 29.8 -f :7 15.1? 3.5 2, i 42 _.7.5 79.6 i t .5 7.0 8.I 8:0 5.0 4.2 42 13.9. t47.0 21.0 7.0 17.:8 � 14.0 5.5 4.5 1.5 2.3 3.3 36 5.0 36 0 O.B 42 - � 3.8 40.5 7.0 6.0 3.9 4.5 g 42 ! .9 _ 20.4 4.5 5,0 I :5 2.5 5. - - I 0 S�.O 11.9 9.0 6.0 6.3 48 l5.9 192.0 24.1? 8:0 26.2 16.0 6.0 12.4 42 5.0 1.8 2.6 3. ) 1 48 4.4 52.9 8.0 7.0 5.7 4.5 6.0 2.8 48 8.6 104,0 3. 2,0 2,5 6.0 _ 48 ,'2.2 26.6 -4.5 6.0 . :_ . ,. .. _ _.. _ � 17.1 10.5. _ 6.5 8.9 54 ....1°x':9 2430. 27.0 9.0 36.9 18.0. 7.0 18. I 48 , -. 5.5 2.0 3.0 4.3 0 8 0 6.0 6,0 4.1 54:`x ! 31.5 15.0 _9.0 54 �.� s7.a 9.p 8, 19.9 299.8 30.0 10.0 50.3 20.0 7.5 2'40 APPURTENANCE SHEET 4.8 54 2.5 33.7 6.0 C .0 3.O 3.0 6.0 1.4 10.? 162.4 1,6.5 f 0.0 23.1 :11.0 7.5 12.0 6O p 2woo, 3 3.4 5:5 82 . ? 9.5 9.0 10.6 6.0 7.0 5.3 60 5 .6. .8 3.0 7.0 1.8 6O 0 7.0 3 196.5 18.0 i l .0 30.I 12.0 8.5 16:2 66 2f.8 362.8 33.0 I !.0 66.2 22.0 8.5 32.5 60 2.7 4 t .6 6. .66 1 1.8 .5 2� 5 .8 5.3 10.0 t4.i 6.5 8:O 7.2 5.1 3.5 8.0 2.7 66 6.0 L00. I 10 5 aPPF2 VSD �: n�awr� eve ,HHB 1.Q �ca�� � NO SCAM~. .. - .3 6.5 8.0 72 12.9 233.9 _ 19.5 12.0 38:6 14.0 8.5 20.7 72 23.8 431.8 36.0 12.0 85.6 24.0 9.0 4�'i � v�MBE� �� .4.1 5.7 66 3.p 50 ! 19.1 1 1.0 1 1.0 17:6 7.5 8.0 9.1 66 6.8 2.$ 4.0 8.0 3.3 72 6.6� ' 9.9 7.5 8.0 6.3 13.9 274.5 21.5 13.0 49.8 14.5 9.5 25.9 78 25.7 506.7 39.0 I3.0 108.2 26.0 10.0 513.2 :SHEET r o. ,p 4:5 6.3 72 3.3 5 t 9.8 02.0 12.0 22.5 8:0 9.0 11.7 78 72 7..'.5 3 .0 3.9 78 7. t 3 9 ,0 8. I 4.0 9 .9 f .7 78 _ 3. £ 7Q.2 S.p 318.4 23:0 .14.0 61.2 15.5 10.5 32.6' 84 27.7 587.7 42.0 14.0 134.4 28.0 10.5 6.8 - 7$_ 7.5 3.3 ` 4 I 13.0 I2.5 27.2 8.5 10.0 14.`8 84 15.0 0 5.3 84 7.6 162. t o. 0.5 39.6 90 29.0 67;6 45.o I �0 164.9 30.0 .11.5 131.2 THRUST BLOCK i�'��L - W. �► 4 3.8 81.5 8.5 i O.p 10,3 4.5 0 17.7 9O 16.1, 365.5 24.5 l 5.0 74.5 ! 7.5 ! 8.C} 3.5 5.3 T.2 8 2 186.1 14.0 13.5 33.7 9.5 10. 84 10.01__ 6.3 90 8. 48.5, 96 31.6 767.5 48.0 16.0 199.0 32.0 12.0 950 8.5 3.8 5:fi 7.7 90 4, t J3.5 9.5 I+D.O t2. 5.017.1 415.6 26.0 16.0 89.5 1.8,5 I L5 $�3 87 2l I :7 15.0 14:5 41..2:: 10.0 11.0121. 8 96 0 1 I 0 7,4 96 15 0 5. D 4.a 6 0 $2 9 6 06.4 1 ,O a . VFW R I I V r% am aw w. e vow I.D.-1US N. 1N.) (I ) 4 6 4 - - 10 12 f0 12 I6 18 16 I8 2 0 20 24 24 30 30 36 36 HRUS (TANS) 5.1 __w... . ( 1.3 25.5 -3I.5 45.2 53:0 76.3 C (FT.) _ 1 .5. 1.5 2.0 2.O 2.5 3.0 4.Q EARTH A (FT) 2.5 3.5 5.5 6.0 7.0 7:5 9.0 - Unn tC.Y.) 0.3 0.6 I.�6 I.9 3.1 4. 1 7.3 ROCK ®- (FT) 2.5L0.3 4.O 4.0 5:0 5.5 6.5 VOLUME (C.Y.) 0.2 �0`.9 0.9 1.7 2.4 4.2 6.2 8.7 i 1.9 0 11.25D. 2�.5a S THRUST (TANS} 2.0 4.3 9.7 0 .Y.) �C2.O 1.0 2.2 4.9 6.O 8:7 10.1 14.6 3a THRUST (TONS) 2.5 5.7 12:7 15.7 22.6 26.5 38.2 0 C:Y. t i t.3 2 :8 6.4 7.9 11.3 13.3 i 9. l 45 (TONS) ( 3.6 -8 .0 18 ,0 22.2 32.0 37.5 54.0 0 VOLUME tC.Y:) 1.8 4.0 9.0 11.1 16 .0 18.8 27.0 $ 7.50 THRUST (TONS) 4.6 10.5 23.5 29.2 41.8 49.4 70.5 OLUIV� 2.3 5.2 I�I:B 14.5 2p.9 24.5 35.3 9 0 a H VOL11t�lE {TONS) c. Y.) 5.0 2.5 11.3 5 . 7 � 25:5 12.7 51.4 15.7 45.2 22.6 26.5 53.1 8.2 76.4 3 1. { I N.) THRU 1f (TONS) �C .) :t .p 3.5 2.2 1 .1 5.0 2.5 4 6,$ ' t0, 12 16,I 8 2a 6.t 3.1 12.Q 24 - 30 8.2 4.4 10.5 5.2 14.'9 7.5 17.3 20.3 29:2 36 4 42 2 48 48 54 54 60 60 66 66 . -72 2 - 78 78 84 84 90 90 96 X96 104.0 136.0 172.0 4.5 5. 0 5.5 10.5 12.0 13.5 i 1.0 15.6 21.4 7.5 8.5 9.5 � 26.0 33.9► '42.9 53.0 64.2 76.3 90.0 104,0 119.0 136.0 73.5 96.C? 122.0 150.0 l82.0 2 16.0 254 £} 4 0 29 . 337.0 384.0 36.7 4$ .0 60.7 75.0 90.7 10 8.0 I27 0 ` 147:0 169.0 192.0 96`.0 ('2 6.0 159.0 196.0 237.0 282.0 331.0 .384.0 48.0 62 . 7 79.4 98.0 119.0 141.0 166.0 192.0416.0 104.0 52.0 136.o 67.9 172.0 85.9 212.0 `106 0 257 :0 128.0 305.Q 153.0 35aO 179.0 208.0 42 48 5 4 20.3 10.1 26.5 t 3.2 33.5 16.8 39.Q 51.9 65.7 x 19.9 26.0 32.9 52.0 _67.9 -85.9 106 ,0 128.0 _1 3.0 179:0 2t38.Q ' 239.0 2 72.0 212 0 2x7:0 305.0 358.0 416,0 6.0 6.5 - 7.5 8.0 S. 15.0 16.5 17.5 ' 19 0 20.5 28.4 36.8 47.2 `58.9 72.3 10.5 ! 1.5 12.5 13.5 14:5 15.7 20.5 27.2 33.7 41.2 6p 41.4 20.7 50.1 25.0 81,.2. 98.2 117 :0 137.0 159.0 ts3:�1543-01-235104.8 208.0 40.6 49: t 5 8. 4 68.6 79.5 91.3 104.0 66 7 78 84 9O 96 59 6 291 8 69:9 35.0 81.I 40.5 93 . c 46:5 106 0 53,0 477.0 9.0 9.5 22.0 87.7 [5.5 16.5 , EN® 49.7 61.0 4 4I.0 502.0 22f .0 251.0 _ 477.0 23'9.0 543.0 2 72.0 - - LARGER. a 1 . i ....:,. i � RING SURFACES OF'_ THRUST BLOCKS - v> .., .: •;. 2 ALL BEA EARTH i I STUBBED •�' C�r HALL BE PLACED AGAINST UNDISTURBED _ cf� Y OR ROCK. MED HERE FOR o 3. WALL THICKNESS (T) ASSUMED. THRUST ` ,: .J -- .-- _•_. - �, ® ,,,,�, THRUST { 0 ESTIMATING PURPOSES ONLY. _QT f% 4 -CONCRETE FOR BLOCKING SHALL BE 200OPS1 . o CONCRETE. 5• DIMENSIONS MAY BE VARIED. AS REQUIRED BY WRAP ;::;:``:f {; ::, FIELD CONDITIONS WHERE AND AS DIRECTED NOTE- USE- -POLYETHYLENE\ {:.• CONCRETE :`�` a :> w ENGINEER. THE VOLUME OF CONCRETE OR EQUAL BETWEEN C0 I v BY THE & PWG TO PREVENT CONCRETE `: NOTE: R.C.C.P. OUTLET PIPES BLOCKING SHALL NOT BE LESS THAN SHOWN G. ARE TO BE BLOCKED AS TEES. { '` HERE. FROM STICKING TO PLUG. - 6• VOLUMES OF VERTICAL BEND THRUST BLACKS ARE NET POUR AGAINST- POUR AGAINST (' VOLUMES OF CONCRETE TO BE FURNISHED.. THE _ UNDISTURBED. EAR. H HT OF THE CONCRETE ` UNDISTURBED EARTH CORRESPONDING WEIGHT (4 000 LB./ CY.) IS EQUAL TO OR GREATER THAN THE VERTICAL COMPONENT OF THRUST ON THE TAIL. 5-E . DETAIL • 5-0NONNI ®� VERTICAL BEND _..PLAN �� TEE THRUST BLOCK PLAN 4F PLUG TSI RUST BLOCK _ EE TEE PLUG SCHEDULE (SEE TEE. 81 PLUG SCHEDULE tS 0 SCF"lEQ ULE N®R I ZQNTAL Q = 90° DATE o A= 45p NO. REVISION D = 22.5a EARTH ROCK A _. 11 250 EARTH ROCK EARTH ROCK EARTH ROCK VOLUMI 1. D. G THRUST A B VOLUME A B M C C T A B ME A B vow VOLUI.D. G THRUST A B UM A B I.D.G THRUST o THRUST A B w A B 1.,11ME TONS FT.) (FT.) {C.Y.) {C.Y.) (IN.) {FT} (TONS) (.F%) (FT) (C.Y.) (FT) (FT) s f. D. G TONS} {FT.) { FT.) {G.Y.) (FT.) (FT.} tC Y) t FT.:) (TONS) ( LD D, T 11.25 22.50 E' (TONS) {FT.} (FT.) {CYJ {1=`i) (FT.} {C Y.) (!N.) (FT) ( F1' SIN.) {FT.) { 0:t 4 6 8 1.5 3.9 2.0 2.0 0.2 t.5 I.S 0.! 468 2.7 ?'.I 5.0 1.5 0.4 2.0 2.0 0:2 (IN.) (IN.) (FT) (FT.) ( ) f l.0 1.a 0.1 4 6 8 0.8 2.0 I".5 1.5 0.1 1.0 l:.0 0.5 , 8 0.4 1.5 1.5 0.9 4, 6, 8 0,4 ! .O 1.0 I.5 0. ! 0. ! !0 t2 2.2 8.7 3.5 -.2.5 Q..5 2.0 2.5 0,3 10 l2 4.0 16.0 6.5 2.5 1.0 3.5 2.5 4.6 I.1 4.4 2.0 2.5 0.3 !.5 5 1.2 10 ` .12 0.6 2.2 1..5 1.5 0.1 1. t:5 0.1 ip 12 3.2 19.5 4.5 4.5 i .2 3.O 3,5 0.6 16, t8 6.0 36:0 9.0 4A 2.4 4.5 4.0 0.0 0..5 t 5 1.5 i:6 9.9 3.0 .3.5 0:6 2.Q 2.5 0.3 16 18 0 12 - 2, 5 0.3 1.5 2.0 0.2 16 18 0 2.0 3.6 24.1 5:5 0.6 1.5 1.5 1.6 16 .1$ 0.8 5 4 4.5 i .5 3.5. 3.5 0.7 20 6.6 44..4 10.0 4.5 3. 1 6.0 4.0 ��.5 16218 0.4 1.5 3.0 0.3 20 I.B. 12.3 3.5 3-5 - {?.7 2.0 3.5 O. 20 7 t,5 15 1:8 20 0.9 6.2 2.0 3.5 • 34.6 8.0 4.5 2.3 4.5 4.0 !:! 24 7.9 64.0 14.5 4.5 5.0 8.0 4.0 2.1 20 0. 2:2 I7. ? 4.0 4.5 1.0 3.0 3.0' 0.5 24� 4.3 - � 30 9.9 75.0 IS.o 5.0 6.7 co.o 4.0 3.3 � CITY � COLLEGE STATION t,l 8.9 3.0 3.0 0.5 1.5 3.0 0.3 24 24 a.9 1.5 ! .5 2.1 24 4.5' 1.5 30 4.0 0.8 30 5.4 4?.6` 8.5 5.0 3.2 5.5 4.0 I . 2.6 30 1.4 10.4 3 0 3.5 0.6 2.0 3.5 0.4 30 2.7 20.7 5.0 36 1 t.9 108.0 I8.0 6.0 11.4 12.0 4.5 5.3 ! .9 5.5 5.5 2.3 4.0 4.O ! .3 36 � 6.5 58.6 10:0 6.0 5.3 6.5 4.5 2:6 8.i WA�TE� DEPARTMENT 30 2.9 -1.5 4, 5 0.9 2.0 4.0 0.5 36 3.3 29.8 -f :7 15.1? 3.5 2, i 42 _.7.5 79.6 i t .5 7.0 8.I 8:0 5.0 4.2 42 13.9. t47.0 21.0 7.0 17.:8 � 14.0 5.5 4.5 1.5 2.3 3.3 36 5.0 36 0 O.B 42 - � 3.8 40.5 7.0 6.0 3.9 4.5 g 42 ! .9 _ 20.4 4.5 5,0 I :5 2.5 5. - - I 0 S�.O 11.9 9.0 6.0 6.3 48 l5.9 192.0 24.1? 8:0 26.2 16.0 6.0 12.4 42 5.0 1.8 2.6 3. ) 1 48 4.4 52.9 8.0 7.0 5.7 4.5 6.0 2.8 48 8.6 104,0 3. 2,0 2,5 6.0 _ 48 ,'2.2 26.6 -4.5 6.0 . :_ . ,. .. _ _.. _ � 17.1 10.5. _ 6.5 8.9 54 ....1°x':9 2430. 27.0 9.0 36.9 18.0. 7.0 18. I 48 , -. 5.5 2.0 3.0 4.3 0 8 0 6.0 6,0 4.1 54:`x ! 31.5 15.0 _9.0 54 �.� s7.a 9.p 8, 19.9 299.8 30.0 10.0 50.3 20.0 7.5 2'40 APPURTENANCE SHEET 4.8 54 2.5 33.7 6.0 C .0 3.O 3.0 6.0 1.4 10.? 162.4 1,6.5 f 0.0 23.1 :11.0 7.5 12.0 6O p 2woo, 3 3.4 5:5 82 . ? 9.5 9.0 10.6 6.0 7.0 5.3 60 5 .6. .8 3.0 7.0 1.8 6O 0 7.0 3 196.5 18.0 i l .0 30.I 12.0 8.5 16:2 66 2f.8 362.8 33.0 I !.0 66.2 22.0 8.5 32.5 60 2.7 4 t .6 6. .66 1 1.8 .5 2� 5 .8 5.3 10.0 t4.i 6.5 8:O 7.2 5.1 3.5 8.0 2.7 66 6.0 L00. I 10 5 aPPF2 VSD �: n�awr� eve ,HHB 1.Q �ca�� � NO SCAM~. .. - .3 6.5 8.0 72 12.9 233.9 _ 19.5 12.0 38:6 14.0 8.5 20.7 72 23.8 431.8 36.0 12.0 85.6 24.0 9.0 4�'i � v�MBE� �� .4.1 5.7 66 3.p 50 ! 19.1 1 1.0 1 1.0 17:6 7.5 8.0 9.1 66 6.8 2.$ 4.0 8.0 3.3 72 6.6� ' 9.9 7.5 8.0 6.3 13.9 274.5 21.5 13.0 49.8 14.5 9.5 25.9 78 25.7 506.7 39.0 I3.0 108.2 26.0 10.0 513.2 :SHEET r o. ,p 4:5 6.3 72 3.3 5 t 9.8 02.0 12.0 22.5 8:0 9.0 11.7 78 72 7..'.5 3 .0 3.9 78 7. t 3 9 ,0 8. I 4.0 9 .9 f .7 78 _ 3. £ 7Q.2 S.p 318.4 23:0 .14.0 61.2 15.5 10.5 32.6' 84 27.7 587.7 42.0 14.0 134.4 28.0 10.5 6.8 - 7$_ 7.5 3.3 ` 4 I 13.0 I2.5 27.2 8.5 10.0 14.`8 84 15.0 0 5.3 84 7.6 162. t o. 0.5 39.6 90 29.0 67;6 45.o I �0 164.9 30.0 .11.5 131.2 THRUST BLOCK i�'��L - W. �► 4 3.8 81.5 8.5 i O.p 10,3 4.5 0 17.7 9O 16.1, 365.5 24.5 l 5.0 74.5 ! 7.5 ! 8.C} 3.5 5.3 T.2 8 2 186.1 14.0 13.5 33.7 9.5 10. 84 10.01__ 6.3 90 8. 48.5, 96 31.6 767.5 48.0 16.0 199.0 32.0 12.0 950 8.5 3.8 5:fi 7.7 90 4, t J3.5 9.5 I+D.O t2. 5.017.1 415.6 26.0 16.0 89.5 1.8,5 I L5 $�3 87 2l I :7 15.0 14:5 41..2:: 10.0 11.0121. 8 96 0 1 I 0 7,4 96 15 0 5. D 4.a 6 0 $2 9 6 06.4 1 ,O a . - LANDSCAPE CALCULATIONS CENEt?Z4L LANDSCAPE REGUtREAtENTB TOTAL SITE AREA REQUIRED STREETSCAPE TREES HARVEY MITCHELL PKWY SOUTH (1274 LF/25) LUTHER ROAD (791 LF/32) PROVIDED STREETSCAPE TREES HARVEY MITCHELL PKWY SOUTH LUTHER ROAD ±20.63 ACRES (898, 650 SF) II 76 BEES 51 ' TREES 25 TREES 80 REES 51 TREES 29 TREES - REQUIRED LANDSCAPE POINTS 39,350 OIN' GENERAL LANDSCAPE REQUIREMENT (30/1000 SF) 26,960 PTS. HARVEY MITCHELL PKWY. SOUTH (SECTION 11.3G) 1,274LF X 6 = 7,644 LUTHER ROAD (SECTION 11.3G) 791 LF X 6 = 4,746 PROVIDED 'LANDSCAPE POINTS 39,350 PTS.49,570 1 OIN' PRDVJ DED 8ANDS'^ :: , „ ..w • EX( TIN CANOPY TREES OUTSIDE BARRICADE AREA*52 35 1,820 EXISTING NON -CANOPY TREE OUTSIDE BARRICADE AREA 0 40 EXISTING CANOPY WITHIN BARRICADE AREA (4-8 }o D 200 0 _ � � ... __.._.-. .,:, ,r .. ,•. :..:r � `, -_ � ,9 :. /; .. / .. , , r - .. _..:__: a . _... --' ,,. : , ,,. . ,. �. , , � '•fr�:y �f:r-o �: ., '. , ',. EXISTING CANOPY TREE WITHIN BARRICADE AREA (8 AND LA RG 74 300 4,200 EA {2 -4EXI TING NON-CANOPYY WITHINN BARRICADE AR 0 75 0 ' : .•,•.• ::�, .•�' EXISTING NON -CANOPY TREE WITHIN BARRICADE AREA 4 AND AR R � .. ..,. •,�... w� • 150 L GE 0 " ,_ ,. - /; ' C.{ `'• : c� I ;_ .._._,. ;�_.._: �' ..;. \ ,a• ate{. .•... - . �` EXCLUDES CHINABERRY HACKBERRY AND WOOLY BUCKTHORN. '• 'i� : --' .. - ;'N •.'• .,•r - r"a � :/` � ,.♦ '`� rlinllNi SCHEDULE 39� - 'Ap s � ,. / .. _. , ., ..... c .: `. -• ifs p .. S ` �n /Q G' 0 O" : :,. O { /• i O 9 , • SYMBOL 4PE POIIV7� DETAILED - COMMON NAME BOTANICAL NAME I NOTES QTY. PT. VALUE TOTAL POINTS 31 3.5" LIVE OAK CANOPY, TREE (1.5"-2" CAL,) 0 75 PTS 0 PTS RO 32 3.5"" CANOPY TREE (2.1 "-3.4" CAL.) , 0 150 6 311.89 14" POST OAK CE CANOPY TREE (3.5" AND LARGER) 132 300 39,600 M CLIA UL US CRASSIF_ 9 NON -CANOPY TREE (1.25" AND LARGER) 0 40 0 CHINESE PISTACHE PISTACIA CHINE IS SHRUBS 395 t0 3 950 5 L. :: , „ ..w • EX( TIN CANOPY TREES OUTSIDE BARRICADE AREA*52 35 1,820 EXISTING NON -CANOPY TREE OUTSIDE BARRICADE AREA 0 40 EXISTING CANOPY WITHIN BARRICADE AREA (4-8 }o D 200 0 _ � � ... __.._.-. .,:, ,r .. ,•. :..:r � `, -_ � ,9 :. /; .. / .. , , r - .. _..:__: a . _... --' ,,. : , ,,. . ,. �. , , � '•fr�:y �f:r-o �: ., '. , ',. EXISTING CANOPY TREE WITHIN BARRICADE AREA (8 AND LA RG 74 300 4,200 EA {2 -4EXI TING NON-CANOPYY WITHINN BARRICADE AR 0 75 0 ' : .•,•.• ::�, .•�' EXISTING NON -CANOPY TREE WITHIN BARRICADE AREA 4 AND AR R � .. ..,. •,�... w� • 150 L GE 0 " ,_ ,. - /; ' C.{ `'• : c� I ;_ .._._,. ;�_.._: �' ..;. \ ,a• ate{. .•... - . �` EXCLUDES CHINABERRY HACKBERRY AND WOOLY BUCKTHORN. '• 'i� : --' .. - ;'N •.'• .,•r - r"a � :/` � ,.♦ '`� rlinllNi SCHEDULE 39� - 'Ap s � ,. / .. _. , ., ..... c .: `. -• ifs p .. S ` �n /Q G' 0 O" : :,. O { /• i O 9 , • SYMBOL QTY SIZE COMMON NAME BOTANICAL NAME I NOTES LO 31 3.5" LIVE OAK QUERCUS VIRGINIANA - RO 32 3.5"" RED OAK QUERCUS SHUMARDI 311.89 14" POST OAK CE 37 3.5 CEDAR EL M M CLIA UL US CRASSIF_ 9 CP 32 3.5" CHINESE PISTACHE PISTACIA CHINE IS 136 f0' FLOE _ 5 L. DWF. WAX MYRTLE;R 0 MYRICA CERIFERA 16 17 SH 395 5 GAL. DWF. BURFORD HOLLY, OR ILEX CORNUTA 'BURFORDII NANA' 303x 2Q"POST OAK )02.;7 �'' POST OAK 5 GAL. DWF. OLEANDER, OR NERIUM OLEAND'kR 4 295.23 POST OAK 3D827 ,.�WT OAK 5 GAL. RED TIP PHOTINIA PHOTINIA GLABRt 30800 14 = OAK 306.63 16 OAK rm FA M OPERTY OWNER SHALL INSTALL AND MAINTAIN r r, ■~ c� ��!� t ,� \ �� v♦ ` ► �UfaGATION SYSTEM FOR ALL PROPOSED LANDSCAPE NO IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED WITHIN THE TXDOT OR LUTHER STREET ROW. IUTHE LOCATION AND QUANTITY OF TRANSFORMER PADS IS UNKNOWN AT THIS TI �•�� ��' �` \\\%mfr:. �. p� �� �i._ r♦i%;�' ♦'HOWEVER• -SCREENED WITH SHRUBS FROM HESE SHRUBS WILL BE IN ADDITION TO THE QUANTITY SPECIFIED ON SAID SC MAP p.;��►���i �'� %'!- 'y� `;!,' '�®j ' � � \ cam" �� Ve`�9�ts� �0 �. �J���-� �� I • `®1�►4 �►�•/� c'��/! I r��\fir � �r.t�;�r,�+�� � � �1 � �� ' /i/r, J � �y.+ ®.•1• _ �\ � '� \.1/ ♦�r�� '%�.. � iii; � I i J .4 t ' ,' �� � ► • �� , � � � . �c'� r Hca �i • .����'` � I)/ / ��� � �� ft e Q -a '� � \ Sia • • a _ � \� • � ���� '�'�� - � �\ / �' � '� .� %• -" �� �.;,� ` `_' ' fid '`\,, •� ♦�_�j� � \\ OWN .J fel �:N �.i ,�`_W, W, oil Milk.```• ` ' ..A��ryi: �� •,,� 1� 't �� i;,ai �'`. �. �i: • J �/ jf �'% �t� `..r`-. , J \ �7I s ��;�) NFL tl1) ����-••' Mibi►. ` � � � Ji �� / .1 \\ I � !� � �►/r.. • i `Y �I • •%�" r s ��'``"1 �'a�1.Sii►�Gc'� � �I III I, �. I :1 w Y / � • l� ' sem` � ♦ y ��/ �� ,� 4',1► f� � : �j �` !� ��r� �,�il ♦.��' '� ., � f X11 � '•� �3 � G SCHEDULE. . dt SF{AZL, f3� _ - TREE TABLE. - TR££ N0. £LEGATION,-DESCRIPT/0N,• I 3f2.02 22" POST OAK 2 313.39 24" POST OAK 302.65 31289 23" POST OAK - 312.74 18 POST OAK 3 6 312.88 6 -12" WOOLY -HORN J2" hACY-g -`1- f4 " POST 7"ELM 311.89 14" POST OAK 7 J11,47 i%C 'ORY & 311,3,E ?2"Posr IN 9 .��1,66 Z,� PDSr 0,4k 11 Zf0.41 12 POST OAK 12$4 136 f0' FLOE _ 24" POST OAK �' 15 T_ 70 10" WOOLY @i {Ty , 3 1?" 7W/N POSt OAK RN 16 17 12" ELM '- 22" Posr OAK 18 DST OAK 07 ?d"HOST k P 20 21 303x 2Q"POST OAK )02.;7 �'' POST OAK 299.62 e w POST OAK 23 24 294.6- ` _ POST OAK 304.86 4 295.23 POST OAK 3D827 ,.�WT OAK ` a �- 309. 78 r .t 309.37 1 46 -CST OAKOAK - _ 30800 14 = OAK 306.63 16 OAK 3i 307.86 13 �� OA1C 307.12 18" Pry a4K zz 304.05 12" f'4 r,_Rgy 30287 t5" _ - 303. 12 -,6 ,='= ;S'T OAKY 30 J. >6 �O' ;---Sr OAK 34 35 30232 PCx La'iC 10" ELM - -36 ' 294.96 12Ev f 297,07 16' POST OAK 302.65 16" POST - - 37 38 306 46 305. f8 J2" hACY-g -`1- f4 " POST 7"ELM - 39 40 :_84 -304.89 14" POST Cif 17 POST . r C.,.. _ ~ -- 30221 6" P 299.30 16" POST OAK. 302.51 24' POST OAK _ 42 30124 f0" POST k' OAK £ 303.23 ' 14" POST OAK 43 302.94 > J " ELM - t l 44 3O€ 98 16" POST OAK 307,74 19" POST OAK. 45 30515 30621 12 Posr OAK 19 BONS -DE R4C - �� 47 48 3f1467 303.48 2 �:. K M _ 49 COC G r 50 301.95 t �i OAK 309.75 309.75 12" POST pAK 310_.36 10" HICKORY 9 51 301.79 300.77 311.94 12" POST OAK SCALE 1 " = 601-01, v�� 120 130 a3 54 303. 12 -,6 ,='= ;S'T OAKY 30 J. >6 �O' ;---Sr OAK 55 Zf_ 30 f. 42 24S OAK 296.76 f0 m 295.92 6" W00-1 Y BUCKTHORN 295.05 20" POST OAK ' 294.96 12Ev f 297,07 16' POST OAK 306.01 18POST OAK - 306.87 22" POST OAK 309.57 18" POST OAK 303.71 14" POST OAK 303.08 12 =f5" DOUBLE POST DAX 297.65 20" £LM 299.05 18" POST OAK fi - 296.39 12 =18" DOUBLE POST QAK 294.96 JO" POST OAK 299.63 12" POST OAK 298.63 12" POST OAK 299.30 16" POST OAK. 302.51 24' POST OAK _ 304.02 16" POST OAK _ 30261 18" POST OAK 303.23 ' 14" POST OAK 300.99 20" POST OAK 305.00 22" POST OAK = 307.93 19" POST OAK 308.05 18 POST OAK 307.46 12" POST OAK 307,74 19" POST OAK. 306.92 24" POST OAK 306:30 18" POST OAK 7W11V POST OAK - 30922 19 POST OAK 310.59 18 " POST OAK 310.71 10" H/CKORY G .310.72 12" 47f, `10.26 10" TWIN 'H/CKORY 309.75 309.75 12" POST pAK 310_.36 10" HICKORY 9 1I OS 20" POST OAK L 311.94 12" POST OAK _._ 311-75 12 =20" DOUBLE POST OAK DO 12 14" £LM £- =_ 3=05.84 12" £LM 3.2747 8= 12' DOUBLE POST d 3--991 18" £LM OAK f ° Xv 83 11 -12 OBLE ELM �- X' 16 12" W004 BUCKTHORN - Z40 12" £LM X73 18 POST OAK <'136 20" POST OAK .0 = a f26 10 -12 =12 =12" POST OAK CL "-`'0 15 "POST OAK _= '-26 12'-18" POST OAK z_ 41 14,-16- DOUBLE POST OAK 10DOUBLE POST OAK 1 3 1 f,' `�1 20." POST OAK !Y/SP/K£ 20" Posr OAK f 1245 12't- i QOUBLE POST OAK -. =27 9" POST OAK . F3f f -N -,o PAJi T. THIS GOIyT iii