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Home My WebLink AboutDrawingsSMOOTH DOWELBAR 1 /2" 0 @18" C-C (COATED SEAL WITH 1/8" R JOINT MATERIAL METAL KEYWAY DEFORMED TIE BARS BARS PLATE #4 X 18" @ 18" C-C LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED. 5" PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. � LONGITUDINAL JOINT DETAIL SCALE: NTS 314" W1 HEAVY GREASE) SEAL WITH JOINT MATERIAL NON- EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SLA OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS " F PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. x=6" IN FIRE LANE AND DUMPSTER AREA, 5" IN ALL OTHER AREAS TYPICAL PAVEMENT SECTION 2 SCALE: NTS TRANSVERSE JOINTS SHALL BE SPACED @ 20' C-C SEAL W/ EXPANSION SMOOTH DOWEL BAR JOINT MATERIAL 314" #5 X 18" @ 12" C-C (COATED W/ HEAVY GREASE) 114'R 'NON- EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR, CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND STOP SO END OF CAP IS.1" FROM END OF BAR TO BE SPACED AS DENOTED ON PLANS & ALL RADIUS POINTS, P.C.'S, P.T. AND OPPOSITE P.I. & ON ALL HORIZONTAL & VERTICAL CURVES ' S" PAVEMENT - USE #3 REBAR @14 OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. 3 C ONSTRUCTION JOINT DETAI SCALE: NTS NOTE: PLACE METAL DETECTOR TAPE AT 24" DEPTH BACKFILL AS PER NOTE #2 OR #3 +:• TRANSVERSE 6112" TYPE "G" JO NT SELECT SAND BACKFILL PASSING #200 SIEVE < 50 #4 BARS 1 CKFILL PI <=12, REINFORCEMENT: k. 8" C-C 0 :. 8 UNDISTURBED SOIL TYPE "D" JOINT PIPE O.D. 0 + 1' -" MIN. NOTE: +2' -0 MAX 1. SELECT MATERIAL IS FINELY DIVIDED MATERIAL FREE OF DEBRIS, ORGANIC MATERIAL, AND LARGE STONES, WITH A PI <=12 AND % PASSING #200 SIEVE <50. 2. REMAINING BACKFILL OF TRENCHES IN NONSTRUCTURAL AREAS (.e. YARDS, PASTURES, EASEMENTS) SHALL BE EXCAVATED ' ' 6p s0' MATERIAL COMPACTED TO A MINIMUM OF 90 % OF MAXIMUM DENSITY so' AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT LONGITUDINAL WITHIN 2% OF OPTIMUM UNLESS OTHERWISE SPECIFIED. REINFORCEMENT. TANGENT SECTONS 3. REMAINING BACKFILL OF TRENCHES IN EXISTING OR PROPOSED #4 BARS @ 18" C-C STRUCTURAL AREAS (.e. DRIVEWAYS, SIDEWALKS. PARKING LOTS OR AS DIRECTED BY THE CITY ENGINEER) SHALL BE CEMENT STABILIZED SAND UNLESS OTHERWISE SPECIFIED. 4. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/ AWWA STANDARDS FOR PVC PIPE. 5. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/ AW WA C150/ A21.50. RI CAL R EI N F. AND JOINT LAYOUT BEDDING & TRENCH FOR PVC PIPE TY 4 SCALE: NTS SCALE: NTS NOTE: 12" ALL SIGN HARDWARE TO BE GALVANIZED 112• C OLORS: TRENCHING RESERVED SIGN NO. R7 -8 PER M.U.T.C.D. KING LEGEND & BORDER -GREEN TRENCHING OVER FIVE (5) FEET IN DEPTH SHALL COMPLY WITH PARKING BACKGROUND -WHITE APPLICABLE LOCAL ORDINANCES AND OSHA SAFETY STANDARDS FOR SQUARE WHITE SYMBOL ON BLUE BACKGROUND CONSTRUCTION PROJECTS. 18' IF GROUND. WATER IS ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED FOR A DETERMINATION OF HOW TO PROCEED. II�II -III- 1/4' METAL OR WOOD SHEET PILING, ADEQUATELY BRACED, SHALL BE PROVIDED FOR TRENCHING IN NON HOMOGENEOUS SOILS. I I IS �O VAN CONTRACTOR SHALL SUBMIT A DESCRIPTION OF HIS /HER PROPOSED ACCESSIBLE METHOD OF SHORING. PILING MAY BE OMMITED IF TRENCH SIDES I ,rte TABLE. ARE SLOPED IN ACCORDANCE WITH THE FOLL OWING = C, SOIL TYPE HO RIZONTAL /VERTIC CUT o Q� PGA GO�e 2 3/8' GALVANIZED PIPE POST ROCK OR SHALE NO SLOPE REQUIRED Y 2LBS/FT COMPACTED GRAVEL 1 : 2 0 P AVERAGE EARTHLY SOILS 1 -1/2 i COMPACTED SAND 2 1 LOOSE SAND 60" 12 "0 CONCRETE FOOTING ,e-FINISH GRADE r � r � r � r � r � /�` r r i \ri ri ri rig SCALE: NTS BACKFILL MATERIAL LEGEND CLASS OF MATERIAL COMPACTION REQUIREMENTS STRUCTURAL NON STRUCTURAL IDENTIFIER PER ASTM ' D2321 -89 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 A IV A OR IV B @ OPT. TO +47. WET OF @ OPT. TO +4% WET OF OPT. , MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 B I1, III, OR C @ OPT. TO +4% WET OF @ OPT. TO +47. WET OF OPT: MOISTURE OPT. MOISTURE 95% MAX PER ASTM D558 95% MAX PER ASTM D558 C CEMENT STABILIZED SAND @ OPT. TO +2% WET OF @ OPT. TO +2% WET OF OPT.. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 D IA OR IB @ OPT. TO +47,, WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE TYPICAL WATER AND S EWER TRENCH DETAIL FOR PVC, DIP, AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND IN THE HOUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES - WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (ALL PAVED AREAS AND 5' BEYOND CURB LINE) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. 7 TRENCH SAFETY NOTES SCALE: NTS 1712 Southwest Pky, Ste 105 Dollege Station, Texas 77840 D.O. Box 10763, 77842 -0763 379.680.8840 (Phone) 379.680.8841 (Fax) Nww.gessnerengineering.com E OF r�k A G. ROGERS :....508 ...''� FOR CONSTRUCTION s .• 1 . - R1 R1 =(1/4) R2= (2 f /2) 1 GRAD R3= (31/2') R2- s" R3 6 114" #3 CONTINUOUS 1 + REINFORCING BAR 6" 3" 6" T ' g CURB & PAVEMENT DETAIL SCALE: NTS PAVEMENT _ v U) W T U) T T — n C f— Q Q ry o V, p �- T .J LL LL mU) L W LL cT M W — 0 �— > C o �T L Issue Date: 02 -10 -2004 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: 0 0 0 DETAILS REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' C40te DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. Sheet: 14 of 14 y NIN�w C_ U r.,-4ry) A. General Notes 1. Prior to construction, the Contractor rhust provide submittals of proposed construction materials for approval by the design engineer. The design engineer should then notify the City of compliance. 2. A preconstruction meeting should be held prior to the construction with the attendance of the developer, design engineer, the City's Engineering Inspector and Case Engineer, the contractor and subcontractors, and all franchise utility companies. 3. Cut sheets certified by a licensed surveyor shall be provided as they become available prior to construction of the work covered by the cut sheets. 4. Approved erosion control measures must be installed and maintained during the entire time that earth has been bared by construction and shall remain in place until acceptable vegetation .growth is established. 5. Upon completion of the project, all areas where existing vegetation and grass cover have been bared by construction shall be adequately block sodded or hydromulched and watered until growth is established. In developed areas where grass is present, block sod will be required. B. Trench Backfill 1. Under proposed streets and structures (including sidewalks), backfill shall be finely divided soil or lime treated soil and shall be compacted in lifts not greater than 6" to a density of at least 95% of standard maximum dry density as determined by ASTM D698 at a moisture content between -2% and +2% of optimum moisture content. Moisture /Density tests should be performed at least every 5000 sf for every 6 inches of fill at locations specified by the Engineering Inspector. 2. In areas not under structures, backflll may be finely divided excavated material and shall be compacted in maximum 6" :lifts to a density to not less than 90 % of standard maximum density as determined using ASTM D 698 at a moisture content between -2% and +2% of optimum Moisture /density tests should be performed at least every 5000 sf for every 6 inches of fill at locations specified by the Engineering Inspector. Tests should be performed in the Inspectors presence unless directed otherwise by the Inspector. C. Waterline Hydrostatic Test: 1. After the pipe has` been laid and backfllled, but prior to the replacement of pavement, each valved section of newly laid pipe shall be subjected to a hydrostatic pressure test. For any section being tested, the pressure applied shall be 150 pounds per'square inch... Adjustment so required shall be made for differential in elevation between the low point of the section being` tested and the centerline of the pressure test gauge. 2. Each valved section of pipe shall be slowly filled with water, and the specified test pressure, measured to the point of lowest elevation, -shall .be supplied by means of a pump connected to the pipe in a satisfactory manner. The pump, pipe connection, and all necessary apparatus, including gauges and meters shall be furnished by the Contractor. The duration of each pressure - test shall be four (4) hours. - 3. Before applying the specified test pressure all air shall be expelled from the pipe. To accomplish this, taps shall be made, if necessary, at the points of highest elevation and afterwards tightly plugged. 4. At intervals during_ the test, the entire route -of the pipe line shall be inspected to locate any leaks or breaks. Any defective joints, cracked or defective pipe, fittings or valves discovered in consequence of this pressure test shall be removed and, replacecd with sound materials -in the manner provided,. and. the test shall'be repeated until satisfacory results are obtained. 5. No pipe installation will be accepted until the, leakage is less than a rate equal to twenty -five (25) gallons per inch of nominal diameter of pipe' line per mile over a twenty -four (24) hour period. 6. Should any test of pipe in place disclose leakage greater than the specified the Contractor shall at his own expense locate and repair the defective` lints until the leakage is within the specified allowance. 7. Leakage is defined as the - quantity of water supplied into the newly laid pipe, or any valved section of it, necessary to maintain the specified leakage test pressure after the pipe has been filled with water and the air expelled. 8. All waterline pipe shall be polyvinyl chloride (PVC) pressure pipe, SDR 21 Class 200 and shall conform to the Standards of ASTM D2241 NSF -FW. Valves shall be iron -body; resilient seat, brass mounted, and shall conform to the requirements of the AWWA Standard C509. D. Sterilization of Water Mains During the construction operations, workmen shall be required to use care to see that parts of the structures, inside of pipes, fittings, jointing materials, valves, etc., the surface of which comes in contact with City water are maintained in a sanitary condition. Every effort must be made to keep the inside of the pipe, fittings and valves free of all foreign matter, sticks; dirt, rocks, etc. As each joint of pipe is being laid, it must be effectively swabbed so that all foreign matter is removed. All fittings and exposed open ends of pipe must be blocked or capped until the line is completed. When the entire pipe line or certain selected sections thereof have been completed, tested, and made, ready 'for turning over to the City of C011ege Station, ready for use, the line shall be thoroughly sterilized according to the following procedure: 1. The line shall be flushed out, completely replacing its entire volume with water from the Owner's main. 2. Chlorine will be injected into the section of line being sterilized so that its entire capacity will be filled with water containing chlorine in the amount of 50 p.p.m. or in such other quantity as determined by the Engineer. The sterilizing - agent shall be introduced atone end of the ection and the water released form the opposite end until the sterilizing, agent is present at the discharge end in such quantity as to indicate a residual chlorine of 50 p.p.m. or as otherwise determined by the Engineer. All valves shall then be closed and the sterilizing solution permitted to remain in the pipe section for not less than 24 hours. 3. At the end of the sterilizing period the Sterilization solution shall be discharged from the pipe and replaced with water directly from a main of the Owner. 4. A sample of water from the sterilized main shall be taken (not through a fire hydrant) from a suitable tap under the supervision of the Engineer or his Inspector and submitted to an approved testing laboratory of the State Health Department for If the sample shows unsatisfactory quality of water, the process of sterilization shall be repeated until a satisfactory water sample is obtained. Sterilization of the lie of any section thereof shall not be commenced until the Development Engineering Inspector's. approval of the method, apparatus, sterilizing agent, and the section of the line has been obtained. E. Sewer Line Testing Sewer lines shall be tested for exflltration, TV inspected and, if PVC pipe, mandrel tested prior to acceptance. Exfiltrarion on completed lines must not exceed two hundred twenty -five (225) gallons. All manholes should be leak tested either by the water or vacuum method. A copy of the TV tape shall be provided to the City. F. Concrete Pavement 1. All concrete shall have a 28 -day compressive strength of 4000 psi in accordance with ASTM C39 or C 109. The Contractor shall submit mix designs for review to the Engineer, certifing that the aggregate has been tested in accodance with ASTM C33 withinj the last 12 months. If fly ash is used in the mix design, the maximum percentage of fly ash shall not exceed 20 % of the total cementatious materials. All concrete mixes shall comply with ACI 214 and 301. The percentage of entrained air shall be between 3 to 5 %. 2. Transportation and placement of the concrete shall be in accordance with ACI 301. A test set consisting of 3 cylinders shall be taken every 75 cubic yards of concrete or fraction there of. G. Miscellaneous 1. Metal detector tape shall be placed directly over all PVC pipe at a minimum depth of 24 inches. 2. Where horizontal deflections are proposed, the deflection must occur in the pipe only; no deflection is allowed at the joint. 3. The top of all valve boxes shall be flush with the surrounding finish grades. 4. All construction shall be in accordance with the unified specifications, details and guidelines of the Cities of College Station and Bryan. 5. The Contractor shall notify the Texas Excavation Safety System, otherwise known as DIG TESS, at least 48 hours prior to commensing construction activity at (8 00) 344 -8377 or (800) DIG -TESS. The Contractor shall also notify applicable utility companies that have utility lines on or in the general vicinity of this project site at least 48 hours prior to beginning construction. A list of utilities are TX.0 (979) 774 -2506, City of College Station (979) 764 -3660, Cox Communications (979) 846 -2229, and Verizon (979) 821 -4791. 6. At the completion of the project, the Contractor shall furnish a set of accurate "As-Built" drawings to the Owner and the City of College Station in the format they require. ' r 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com V � OF r AL ON ROGERS FOR CONSTRUCTION U) W W W _F � CL Z U) 'O F_ V< < ry a- F- o� W O :5; LL iry W O V o� o Issue Date: 03 -29 -04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: O O O , O , GENERAL NOTES C4 1 Sheet: 13 of 14 q`2 r e n rry e a OL . zo vc-� � � "�I � Cat -.(- � : �D Y�- r�r�.. Lessner Engineering SCALE: 1 " = 30' 30 0 30 60 90 Feet 1 /2" IRON ROD FOUND 290.84 NORTH RRA r t �I I - 6 FL G) i . NORTH RIM ELEV: 303.98 W 284.05 Sr g^ fL OUT`S X4.3' 308.70 NORTH RIM 1/2 IRON ROD FOUND 20' PUBLIC UTILITY EASEMENT 1/2" IRON ROD FOUND • 0.4'� W 15�- -- 1 S � �r S (L tT: 3 5.� _---- NORTH RRA FLLV. 310.75 --- -- I EDGE OF CON _ — ^---- - z " – " - A' PUBLIC UTILITY EA °E%+'ENT � � $use' ttr 67. .� ' ` '1U r , LOT 3E l\ ;U L � l� \/]J�(�� , 3 FIRE HYDRANT LOT 2 BLOCK „V „� 35 PRIVATE ACCESS EASEMENT �` LOTS 4 -9 �-�;; quaff', o BLOCK „L„ S� t n /Y y`J3 �J� �A 4 v? j FIRE r~' HYDRANT 4 C� .�N 51 - 72. 100 C 1 \fir ( 511 oO�N' R p0 n �Rg F pv APPROXIMATE LOC. OF Ell. STING \� 6' WATER LINE N� 0 1 � L� •a Js NORTH RIM ELEV.- 316.31 C� 1/2 INCH IRON ROD FOUND oo /2 INCH ROD D FOUND J,�E r -n LOT 3F APPROXIMATE LOCATIONS / , / p U' f� ° OF 6' WATER LINE o� In 1 /2” IRON ROD FOUND 10' PUBLIC UTILITY EASEMENT / 0 LOT 3 D ��a 23 9 6 t c�� ✓� 6a \ \ CAN �" �_ °, �• Q PEDE TAL 58 INCH IR �.• fI �` '�--~_ ROD FOUND ON -) °. 5 15' PUBLIC UTILITY EASEMENT �� P`r` V \ LOT 3C LOT 3A BLOCK "V" vo`` 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com i id �l i •• i FOR CONSTRUCTION (n W U) W VJ W :D E L z 0 C n > � _ I- Q a- E— 1� o >- U) ® F— W LL mCD U Wct W cM W J S F- '0 O Z U c) Issue Date: 04 -06 -04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: 03109/04 AGR A DIMENSION PLAN A REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' C1 m3 DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. Sheet: 3 of 14 �� , i 1 r � t► � � , • J 290.84 NORTH RIM g" FL NOTE: SILT FENCES SHALL BE 'IRE H MES PLACED INSIDE THE PROPERTY 6'X6 FASTEN W IREM TO T-POST LINE ON THE DOWNFILL SIDE OF ALL EXPOSED EARTH. SEDIMENT CONTROLL FABRIC T FASTENED SECURELYTO -POST (OR STAKES) SPACED V APART T -POST B WIRE MESH AS REODTO MAINTAIN. SILT FENCE AND / OR HAY BALES TO BE S' OF FILTER FABRIC TO EXTEND USED W AREAS OF INTOATRENCH AND BE ANCHORED DRAINAGE FLOW. WITH COMPACTED BACKFILL NATURAL GROUND — DIRECTION OF FLOW 4 4' X 4' MIN. TRENCH 4' 20' O1 SILT FENCE DETAIL SCALE = NTS EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT WOODPOST h: FLOW IM SPACING WITH FLOW 12• MIN. (300MM) 100 X 150mm TREN H WITH CO PAC BACKFILL T RENCH DETAIL IN STALLATION WTTHOUTTRENCHIN( NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE NOTTO SCAL CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECTAND REPAIR FENCE AFTER EACH STORM EVE A REMOVE SEDIMENT WHEN RECO VORA�E HEIGHt•. 3. REMOVED SEDIMENT SHALL BE DEPOSITED 70 AN AREA THAT WILL Np7 CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE DETAIL Z SCALE =NTS ® REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. INSTALL SILT FENCE APPROXIMATE LOW-ON OF 6" WATER LINE ( ! 301.70 NORTH RIFA NORTH RIM, ELEV; 303.98 INSTALL SILT FENCE FL 3M �,,.- .-- -�_�"" •-ax -� �-s+_C A "'-- .- .- ....tom -»- �CJ`�"- .-- C`•rY"...- S"'�• _ ,,.rte""'..- .-.."•` !�C.'� �= - ----- •`� ---- �.-- -- fib._-- - -,�_- 4 ^ =g bS lam° -- _ CAT10N __-- AL�44.3 FL �N 25.4.3 SS� P1£� - --- - i S - SS e 0 S R �5 cc Jam. � t � �P.UFO� / l / 3 5 t C, " y, 2 � t F 1 00-) - �i S ( , 4 t 0 1 ^` F FO -p C1 F V \NN - - A" O ! 1 ` z• . ` 0 � END OF SILT FENCE--- 'N 1 ! 1� 7 F ! NORTH RIM ELDI'_ 3M75 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com A . ALTO G. ROGERS .....508,3 ...-��. FOR CONSTRUCTION J� INSTALL SILT FENCE Y �x END OF SILT FENCE � V t ,'p \. p NORTH RIM EL'cV: 316,31 `\ 1 l o co E w W a n E ii E ' CJ > �e — < 111 < U C E-- O.Ji.— W co U wry W M W _1 E. > E 0 oz0 UJEU Issue Date: 04 -06 -04 Project Number: 03 -0100 Drawn By: RRN \ 'N Checked By: AGR IN 1 Revision: 1 03/09 104 AGR r r r , � O r EROSION CONTOL PLAN C2 Sheet: 6 of 14 of M34 (. -4- ®gyp 9 = 2-D Wo NORTH RIM ELEV: 303.98 121.10 1 /2" IRON ROD FOUND 130.94 8505' 5" W 2M-U0 ) --- F 3 " F IN: 294.3 SS --""5S BLOCK "E" 1 /2" IRON ROD UND 308.70 NORTH RIM 1/2" IRON ROD FOUND Q INSTALL 90 BEND 20' PUBLIC UTILITY EASEMENT INSTALL 6X3 TEE W/ VALVE AND INSTALL 3" WATER INSTALL 20' OF STEEL METER IN EASEMENT CASING CENTERED ON THE SANITARY SEWER LINE ,7 �� - �.,;,: woos S B 1' 6 ±ATER LINE .nom �_� �� .......... --- �8" FL O�,JT:. _- NORTH RIM ELEV. 310.75 EDGE OF CONCRETE _- ---- SS �'� `.rzsl — r" -- S� — � S'- SSA -S � � 20' PUBLIC UTILITY EASEMENT SS -^ 5- _5c,----- '_SS"�-- � --S � �� F SS G 8" FL OUT_SS 4 � S T ' P OP ..: W S p � -- -�—' %� --- ,. -.fir. ►'� ,,._.._.�._.r ---- .___- .- ---'..._' MM ON SS _ �. 6 WATER LINE �— 6" WATER L INE X5 0 INSTALL 20' OF STEEL -- LOV- - CASING CENTERED ON THE ® SANITARY SEWER SERVICE LINE --" APPROXIMATE LOCATION OF 6" WATER LINE p � P IRE 1 HYDRANT t 09 EXISTING FIRE HYDRANT r C6 A O �G 1 0;7 1 /2" IRON ROD FOUND 1> PROPOSED CS FIRE ~� HYDRANT ..--� v , N cp CZ\ ..-./ .,y"'� y� ¢' ,rte /f � �` ti ` •� s � F r LOT 3E / RF �� o / J 1.0 'i • r r PROPOSED FIRE F ` Sgt , HYDRANT, 1 g / r?o 1/2 INCH IRON ROD FOUND tiU :I / �\`�\ � �' - F _ �•�..- j �,�,.- p INSTALL 8X8 TEE / . W/ 8 GATE VALVE & F j - I) '"''� - ''� C� . 2 0 \� 12X8 REDUCER �� r LOT 3 F 1 ' [ UBLIC UTILITY EASEMENT INSTALL 8x8 - TEE (�� , L!-� � �, U' Q�J t VALVE &PLUG r ,~~ '� �,� ` ` ` �� ,� �P . LOT 3D CD - Al CATV, Q U PEDESITAL 5/8 INCH IRON - "7 ROD FOUND LEGEND EXISTING CONTOURS PROPOSED CONTOURS BUILDING OFFSET LINE WATER LINE •� .�W� .� SANITARY SEWER LINE SS SILT FENCE ^ EASEMENT 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com I� � G. ROGERS i LOTS 4-9 BLOCK "U" EXO \XAG . vfR Q N A ENE wP -�ER / w' X00 APPROXIMATE LOC. OF EXISTING " 6 WATER LINE N � -\ c9 6), CP N� 0 G,► N . \ N LI' N NORTH RIM ELEV.- 316.31 a zNN �N N 1/2 INCH IRON! w �, ROD FOUND po ol ,_ _. FOR CONSTRUCTION r d V r W W W W W F < :D U) ry 0 U) n - �-- �Q 0 E- W L�., w u� (.9 2 www cv) W .,_! 0 ® z0 U.J Issue Date: 06/18/04 Project Number: 03 -0100 Drawn By: RRN Revision: Checked By: AGR 03/09/04 AGR UTILITY PLAN C Sheet: 7 of 14 ot" � (�' ') n v\1a ,_. 315 HE = - 310.50 310 310 EXISTING GROUND TOP OF RIM = 306 305 305 ,PROPOSED 6 SS SERVICE LINE (SDR -26 PVC PIPE) 300 S5 NE — t 8 295 295 290 290 W Z ~ Lt W 2 N Lt W En W En 0 U IL IL O CD O O w 6 (L ° n. v O a tO d to n 0 to 0 C3 N t° r) N 1� N N p p n Om n p OQ! N00 to N n0 In n ri 000 00 +MN K) C4 +10 C4 }MN }M o Z :3 . r -( r["' a 17 a lilr 0 -ii a lAF 0+00 0 +50 1+00 1 +50 1+00 Lessner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com / A N ROGERS / FOR CONSTRUCTION U W W U) D CL Z , O Q U 0- F- 0 }- Cn ® F- w Wo� W M Lv _1 0 F-> I O Z o (0) 1::) 0 Issue Date: 04 -06 -04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: 03/09/04 AGR SAN. SEWER PLAN C3 Sheet: 8 of 14 IN le al_o� :i•.2-,D t�- 1 +50 I F of A( WgTFR uNF TIoy JR RG a A *iI GXI XISTING CONTOURS ROPOSED CONTOURS UILDING OFFSET LINE 'ATER LINE ANITARY SEWER LINE - -SS ILT FENCE � 1 ASEMENT r 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com OF T F rgS ..... ............. ALTON G. ROGERS o_... 083 4 OT 2 &. o 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 V. :3LWU t = 1:4 INSTALL 8xB T D ETA L "A' N.T.S. Q� INSTALL 8x8 TEE W � R K I N G 8 GA E VALV /IDE ;D & 12x8 RE E PROP ED � 6 / R% ; - GRANT 9 _ - --- -- d J� B L C3.3 DETAIL "B" N.T.S. 4 +00 4 +50 O +DO INSTALL 6x6 TEE VALVE & 6x8 REDUCER WATER ?" IRON F r I , N 1 r FOR CONSTRUCTION W W W VJ rmy _ a I- U 0 �- 0 W 0 LL WW W M W J 0 Oz 0 -J U Issue Date: 06/21/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: AL 03/09/04 AGR � 1 0 D OTABLE WATER PLAN IT ln- '�l -b�k Q•. a.D DETAIL "C " N.T.S. DETAIL "D" N.T.S. A. General Notes 1. Prior to construction, the Contractor must provide submittals of proposed construction materials for approval by the design engineer. The design engineer should then notify the City of compliance. 2. A preconstruction meeting should be held prior to the construction with the attendance of the developer, design engineer, the City's Engineering Inspector and Case Engineer, the contractor and subcontractors, and all franchise utility companies. 3. Cut sheets certified by a licensed surveyor shall be provided as they become available prior to construction of the work covered by the cut sheets. 4. Approved erosion control measures must be installed and maintained during the entire time that earth has been bared by construction and shall remain in place until acceptable vegetation growth is established. 5. Upon completion of the project, all areas where existing vegetation and grass cover have been bared by construction shall be adequately block sodded or hydromulched and watered until growth is established. In developed areas where grass is present, block sod will be required. B. Trench Backflll 1. Under proposed streets and structures (including sidewalks), backfill shall be finely divided soil or lime treated soil and shall be compacted in lifts not greater than 6" to a density of at least 95% of standard maximum dry density as determined by ASTM D698 at a moisture content between -2% and +2% of optimum moisture content. Moisture /Density tests should be performed at least every 5000 sf for every 6 inches of fill at locations specified by the Engineering I nspector. 2. In areas not under structures, backfill may be finely divided excavated material and shall be compacted in maximum 6" lifts to a density to not less than 90% of standard maximum density as determined using ASTM D 698 at a moisture content between -2% and +2% of optimum Moisture /density tests should be performed at least every 5000 sf for every 6 inches of fill at locations specified by the Engineering Inspector. Tests should be performed in the Inspectors presence unless directed otherwise by the Inspector. C. Waterline Hydrostatic Test: 1. After the pipe has been laid and backfilled, but prior to the replacement of pavement, each valved section of newly laid pipe shall be subjected to a hydrostatic pressure test. For any section being tested, the pressure applied shall be 150 pounds per square inch. Adjustment so required shall be made for differential in elevation between the low point of the section being tested and the centerline of the pressure test gauge. 2. Each valved section of pipe shall be slowly filled with water, and the specified test pressure, measured to the point of lowest elevation, shall be supplied by means of a pump connected to the pipe in a satisfactory manner. The pump, pipe connection, and all necessary apparatus, including gauges and meters shall be furnished by the Contractor. The duration of each pressure test shall be four (4) hours. 3. Before applying the specified test pressure all air shall be expelled from the pipe. To accomplish this, taps shall be made, if necessary, at the points of highest elevation and afterwards tightly plugged. 4. At intervals during the test, the entire route of the pipe line shall be inspected to locate any leaks or breaks. Any defective joints, cracked or defective pipe, fittings or valves discovered in consequence of this pressure test shall be removed and roplacecd with sound materials in the manner provided, and the test shall be repeated until satisfacory results are obtained. 5. No pipe installation will be accepted until the leakage is less than a rate equal to twenty -five (25) gallons per inch of nominal diameter of pipe line per mile over a twenty -four (24) hour period. 6. Should any test of pipe in place disclose leakage greater than the specified, the Contractor shall at his own expense locate and repair the defective joints until the leakage is within the specified allowance. 7. Leakage is defined as the quantity of water supplied into the newly laid pipe, or any valved section of it, necessary to maintain the specified leakage test pressure after the pipe has been filled with water and the air expelled. 8. All waterline pipe shall be polyvinyl chloride (PVC) pressure pipe, SDR 21 Class 200 and shall conform to the Standards of ASTM D2241 NSF -FW. Valves shall be iron -body, resilient seat, brass mounted, and shall conform to the requirements of the AWWA Standard C509. D. Sterilization of Water Mains During the construction operations, workmen shall be required to use care to see that parts of the structures, inside of pipes, fittings, jointing materials, valves, etc., the surface of which comes in contact with City water are maintained in a sanitary condition. Every effort must be made to keep the inside of the pipe, fittings and valves free of all foreign matter, sticks, dirt, rocks, etc. As each joint of pipe is being laid, it must be effectively swabbed so that all foreign matter is removed. All fittings and exposed open ends of pipe must be blocked or capped until the line is completed. When the entire pipe line or certain selected sections thereof have been completed, tested, and made ready for turning over to the City of C011ege Station, ready for use, the line shall be thoroughly sterilized according to the following procedure: 1. The line shall be flushed out, completely replacing its entire volume with water from the Owner's main. 2. Chlorine will be injected into the section of line being sterilized so that its entire capacity will be filled with water containing chlorine in the amount of 50 p.p.m. or in such other quantity as determined by the Engineer. The sterilizing agent shall be introduced at one end:of the section and the water released form the opposite end until the sterilizing agent is present at the discharge end in such quantity as to indicate a residual chlorine of 50 p.p.m. or as otherwise determined by the Engineer. All valves shall then be closed and the sterilizing solution permitted to remain in the pipe section for not less than 24 hours. 3. At the end of the sterilizing period the sterilization solution shall be discharged from the pipe and replaced with water directly from a main of the Owner. 4. A sample of water from the sterilized main shall be taken (not through a fire hydrant) from a suitable tap under the supervision of the Engineer or his Inspector and submitted to an approved testing laboratory of the State Health Department for analysis. If the sample shows unsatisfactory quality of water, the process of sterilization shall be repeated until a satisfactory water sample is obtained. Sterilization of the lie of any section thereof shall not be commenced until the Development Engineering Inspector's approval of the method, apparatus, sterilizing agent, and the section of the line has been obtained. E. New Waterline Installation 1. Where a new potable waterline crosses an existing, non- pressure rated wastewater main or lateral one segment of the waterline pipe shall be centered over the wastewater main or lateral such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater main or lateral. The potable waterline shall be at least two feet above the waterwater main or lateral. Whenever possible, the crossing shall be centered between the joints of the the wastewater main or lateral. If the existing wastewater main or lateral is disturbed or shows signs of leaking, it shall be replaced for at least nine feet in both directions (18 feet total) with at least 150 psi pressure rated pipe. 2.When a new waterline crosses under a wastewater main or lateral, the waterline shall be constructed of ductile iron or steel pipe with mechanical joints. An absolute minimum distance of one foot between the waterline and the wastewater main or lateral shall be provided. Both the waterline and the wastewater main or lateral must pass a pressure and leakage test as specified in AWWA C600 Standards. 3. When new potable water distribution lines are constructed, they shall be installed no closer than nine feet in all directions to wastewater collection facilities. All separation distances shall be measured from the outside surface of each of the respective pieces. 4.Potable water distribution lines and wastewater mains or laterals that form parallel utility lines shall be installed in separate trenches. 5. Where a new potable water line parallels a new wastewater main, the wastewater main or lateral shall be constructed of at least 150 psi pressure rated pipe. the new potable waterline shall be located at least two feet above the wastewater main or lateral, measured vertically, and at least four feet away, measured horizontally, from the wastewater main or lateral. 6.Where a new potable waterline parallels an existing, non - pressure or pressure rated wastewater main or lateral and the licensed professional engineer (licensed in the State of Texas) is able to determine that the existing wastewater main or lateral is not leaking, the new potable waterline shall be located at least two feet above the existing wastewater main or lateral, measured vertically, and at least four feet away, measured horizontally, from the existing wastewater main or lateral. Every effort shall be exerted not to disturb the bedding and backfill of the existing wastewater main or lateral. F. Sewer Line Testing Sewer lines shall be tested for exfiltration, TV inspected and, if PVC pipe, mandrel tested prior to acceptance. Exfiltrarion on completed lines must not exceed two hundred twenty -five (225) gallons. All manholes should be leak tested either by the water or vacuum method. A copy of the TV tape shall be provided to the City. G. Concrete Pavement 1. All concrete shall have a 28 -day compressive strength of 4000 psi in accordance with ASTM C39 or C109. The Contractor shall submit mix designs for review to the Engineer, certifing that the aggregate has been tested in accodance with ASTM C33 withinj the last 12 months. If fly ash is used in the mix design, the maximum percentage of fly ash shall not exceed 20 % of the total cementatious materials. All concrete mixes shall comply with ACI 214 and 301. The percentage of entrained air shall be between 3 to 5 %. 2. Transportation and placement of the concrete shall be in accordance with ACI 301. A test set consisting of 3 cylinders shall be taken every 75 cubic yards of concrete or fraction there of. H. Miscellaneous 1. Metal detector tape shall be placed directly over all PVC pipe at a minimum depth of 24 i nches. 2. Where horizontal deflections are proposed, the deflection must occur in the pipe only; no deflection is allowed at the point. 3. The top of all valve boxes shall be flush with the surrounding finish grades. 4. All construction shall be in accordance with the unified specifications, details and guidelines of the Cities of College Station and Bryan. 5. The Contractor shall notify the Texas Excavation Safety. System, otherwise known as DIG TESS, at least 48 hours prior to commensing construction activity at (800) 344 -8377 or (800) DIG -TESS. The Contractor shall also notify applicable utility companies that have utility lines on or in the general vicinity of this project site at least 48 hours prior to beginning construction. A list of utilities are TXU (979) 774 -2506, City of College Station (979) 764 -3660, Cox Communications (979) 846 -2229, and Verizon (979) 821 -4791. 6. At the completion of the project, the Contractor shall furnish a set of accurate "As- Built" drawings to the Owner and the City of College Station in the format they require. Ge" Enifineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com � y ALTON G. ROGERS ..' 50833 FOR CONSTRUCTION C/) Cl) W LI J W W Q E-- _' a- Z 1 O w OC �" Q U C- ~- O }' W 0 J �- w U mW (D Ww W MW J 0 �- J � 0 0 Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: Q 07/19/04 AGR O O I►\ GENERAL NOTES C4.1 Sheet: 13 of 15 SMOOTH DOWEL BAR 1/2" 0 @18" C-C (COATED 31 W/ HEAVY GREASE) SEAL WITH 118" R JOINT MATERIAL METAL KEYWAY DEFORMED TIE BARS PLATE #4 X 18" @ 18" C-C LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED. * 5" PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. G' PAVEMENT - USE #4 REBAR @ 18" O.C. LONGITUDINAL 1 SCALE: NTS NOTE EXPANSION JOINTS IN CURB & G R SHALL BE SPACED AT A MAXIMUM DIS E OF 60' APART AND AT ALL RADIUS POVIS. P. T. S AND P. C. 'S. TYPE 'B" CONTRA ON JOINTS IN CURB & GUTTER SHALL SPACED AT A MAXIMUM DISTANCE O 10' APART. „ y ROUGHEN SURF110E FOR BOND I " P f4 APPLY AN APPROVED 'BO AGENT J f 3 ' XB "030 "O.C. JOINT D ETAI L CURB & PA VEMENT SCALE: NTS SEAL WITH JOINT MATERIAL ' NON - EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SLA OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS * 5" PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. X=6" IN FIRE LANE AND DUMPSTER AREA, 5" IN ALL OTHER AREAS 2 TYPICAL SCALE: NTS 3 PAVEMENT SECTION V�Y1 4000 P.S.I. CONCRETE ONE LAYER #4 BARS PLACED NOT MORE THAN 16" d C. BOTH DIRECTIONS (3" FROM EACH FACE) CURB & PAVEMENT REINFORCEMENT DETAI SCALE: NTS trick Pavers w/ Detectable Warning Devices -� Wing ! OOOOO 0 0 1 \ 1 0 0 0 00000 �' n_ " "O a( zR% =`a �� Transition Curb 5 ' �p To kleet Romp (Typ.) a Saw Cut For Exist, Curb PLAN 6x0 —W 1.4xW1.4 WWF Premissible Construction Jain t . Curb Or Wing 4 1 i 12 Max. 4:' J Varies SECTION g HANDICAP SIGN DETAIL SCALE: NTS TRANSVERSE JOINTS SHALL BE SPACED @ 20' C-C SEAL W/ EXPANSION SMOOTH DOWEL BAR JOINT MATERIAL 314" #5 X 18" @ 12" C-C 4 (COATED W/ HEAVY GREASE) 114'R --, T NON - EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR, CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND STOP SO END OF CAP IS 1" FROM END OF BAR TO BE SPACED AS DENOTED ON PLANS & ALL RADIUS POINTS, P.C. P.T. AND OPPOSITE P.I. & ON ALL HORIZONTAL & VERTICAL CURVES * 5" PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. CONSTRUCTION JOINT DETAIL 3 SCALE: NTS TRANSVERSE REINFORCEMENT: #4 BARS @ 18" C-C LONGITUDINAL REINFORCEMENT: #4 BARS @ 18" C-C TYPICAL 4 SCALE: NTS I I I I 1 60' 60' sa TANGENT SECTONS -c TYPE "D" JOINT REINF. AND JOINT LAYOUT NOTE: PLACE METAL DETECTOR TAPE AT 24" DEPTH VARIES ( 1150 MAX. SLOPE) 1 � " _ MIN. TYPICAL SIDEWALK DETAIL SCALE: NTS TRENCHING TRENCHING OVER FIVE (5) FEET IN DEPTH SHALL COMPLY WITH APPLICABLE LOCAL ORDINANCES AND OSHA SAFETY STANDARDS FOR CONSTRUCTION PROJECTS. IF GROUND WATER IS ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED FOR A DETERMINATION OF HOW TO PROCEED. METAL OR WOOD SHEET PILING, ADEQUATELY BRACED, SHALL BE PROVIDED FOR TRENCHING IN NON HOMOGENEOUS SOILS. CONTRACTOR SHALL SUBMIT A DESCRIPTION OF HIS /HER PROPOSED METHOD OF SHORING. PILING MAY BE OMMITED IF TRENCH SIDES a ARE SLOPED IN ACCORDANCE WITH THE FOLLOWING TABLE. _ SOIL TYPE HORIZONTAL /VERTICAL CUT ROCK OR SHALE NO SLOPE REQUIRED O COMPACTED GRAVEL 1 � o AVERAGE EARTHLY SOILS COMPACTED SAND 1 12 : 1 LOOSE SAND 4 ACKFILL AS PER NOTE #2 OR #3 =LECT SAND BACKFILL PI < =12, PASSING #200 SIEVE < 50 UNDISTURBED SOIL PIPE O.D. + NOTE: +2' - MAX 1. SELECT MATERIAL IS FINELY DIVIDED MATERIAL FREE OF DEBRIS, ORGANIC MATERIAL, AND LARGE STONES, WITH A PI <=12 AND % PASSING #200 SIEVE <50. 2. REMAINING BACKFILL OF TRENCHES IN NONSTRUCTURAL AREAS (.e. YARDS, PASTURES, EASEMENTS) SHALL BE EXCAVATED MATERIAL COMPACTED TO A MINIMUM OF 90 % OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT WITHIN 2% OF OPTIMUM UNLESS OTHERWISE SPECIFIED. 3. REMAINING BACKFILL OF TRENCHES IN EXISTING OR PROPOSED STRUCTURAL AREAS (i.e. DRIVEWAYS, SIDEWALKS. PARKING LOTS OR AS DIRECTED BY THE CITY ENGINEER) SHALL BE CEMENT STABILIZED SAND UNLESS OTHERWISE SPECIFIED. 4, ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/ AWWA STANDARDS FOR PVC PIPE. 5. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/ AWWA C1501 A21.50. BEDDING & TRENCH FOR PVC PIPE g SCALE: NTS - ' Gj � � .Q 61/2" TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC. DIP. AND TYPE K COPPER M ATERIAL BACKFILL LEGEND CLA C OMPACTION REQUIREMENTS IDENTIFIER PER ASTM D2321 -89 STRUCTURAL NON STRUCTURAL 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 A IV A OR IV B @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 B 11, 111, OR C @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D558 95% MAX PER ASTM D558 C CEMENT STABILIZED SAND @ OPT. TO +2% WET OF @ OPT. TO +2% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 D IA OR IB @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND IN THE HOUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES — WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (ALL PAVED AREAS AND 5' BEYOND CURB LINE) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. TRENCH SAFETY NOTES SCALE: NTS Lessner Engineenng 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com �E OF lF ALTON G. �OGERS ......................... .' 50833 FOR CONSTRUCTION V Q U) - X W W U) Q 3: U) 1 T Q 0 0. C) Qo>- W L co� W �w�� O MW J \ 0 Oozo T T Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: A 07/19/04 AGR 0 FAM MA& DETAILS 1 C4 Sheet: 14 of 15 Natural Grade Undisturbed Trench Wall - Poured Conc. Block Protect Drain Opening (2 Ft. Sq. Ft. Min.) Pea Grove/ 1/3 C. Y. Min. Fire Hydrant M b Centurion (Rotate To Fore Rood) (3' Cleor Around Hydrant) Col Rnff- rl- 3" Concrete Slob -- - 18 "x18'x 4" Reinforced Concrete Apron In Unpaved Area " -Yo /ve Box (Typ.) u O u C 1 O u NOTES: 1 1. Thru Line Connection,Tee 2. Thru Line connection, Cross Used As Tee 3. Directional Change, Elbow 4. Change Line Size, Reducer 5. Direction Change, Tee Used As Elbow 6. Direction Change, Cross Used AS Elbow 7. Direction Change 8 Thru Line Connection 9 Direction Change Vertical; Bend Anchor 0 Volvo Anchor STANDARD F I R E HYDRANT ASSEMBLY DETAILS 1 SCALE: NTS 2 T YPICAL FITTINGS BLOCKING SCALE: NTS PIPE DIA. FITTINGS ( BLOCK DIMENSION I Haim. VW. 2" I All Fittings 1.5 2.0 4" All Fittings 1.5 2.0 i 6" Tee,Cross,Voive 1.5 1.5 j 6' 90' Bend 1.5 2.0 �- - 8" Tee,Cross,Volve ! 2.0 2.0 B. g0' Bend 2.0 2.5 I 10" 45' Bend 2.5 2.5 10" 90' Bona 2.5 2.5 12" Tee,Volve 3.0 3.0 12" 90' Bend 4.5 2.5 12" 45' Bend 2.5 2.5 16" Tee 4.5 3.0 18" Valve I 18" 90' Bend 18" 45, 22' Bend NOTE: 12• ALL SIGN HARDWARE TO BE GALVANIZED V2' COLORS: RESERVED SIGN NO. R7-8 PER M.U.T.C.D. 5" PARKING LEGEND & BORDER - GREEN SQUARE BACKGROUND - WHITE WHITE SYMBOL ON BLUE BACKGROUND 18" 1/4' VAN ACCESSIBLE 2 3/8" GALVANIZED PIPE POST 2 LBS/ FT NATURAL GROUND 6 MIN AT END OF SERVICE PROP. 4 " -45 BEND PLUG DEPTH VARIES 4z 45' PROP. 4" SANITARY SEWER SERVICE LINE MINIMUM SLOPE OF 1/8" PER FT. UNDISTURBED GROUND; IF FILL IS REQUIRED A CONCRETE EMBEDMENT WIL BE NECESSARY PROP. TEE OR WYE (4" BRANCH) PROP. SANITARY SEWER MAIN 5 SEWERLINE CONNECTION DETAIL SCALE: NTS 3" PIPE ON PLANS STANDARD C LEAN 0 UT DETAIL 6 SCALE: NTS 12 "0 CONCRETE FOOTING i- FINISH GRADE HANDICAP SIGN DETAIL SCALE: NTS METER -METER BOX 3/4 SERVICE LINE 3/4" CORPORATION COCK 3/4" PVC SERVICE WATER MAIN MUELLER H -10205 WATER MAIN COUPLING, OR EQUAL 3/4" SERVICE LINE WATER METER SER TUBING) OR PL IC MUELLER H -10205 3/4" CURB, OR EQUAL 3/4" CORPORATION COCK �/4" SERVICE r 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTO G. 1; E : .... 5 / Q ... 3 3 � FOR CONSTRUCTION 3 WATERLINE CONNECTION DETAIL SCALE: NTS 4'- v / UJ W W Z 0 U ' 0 �! v °- to oo> W U. J � C9 MU) W W 0 M LU J > 0 UOzv D Issue Date: 07 -19 -2004 Project Number: 03 -0100 3112" 5 1/2" s0" 5112" Drawn By: AGR Checked By: ANDICAP STRIPING SYMBOL AGR 8 SCALE: NTS Revision: 0 0 , DETAILS 2 C4 Sheet: 15 of 15 &'X 2' -0" X Z-U' SLAB 6"STOPPER 60 6" CLEANOUT STACK DIP OR PVC FOR EARTH, SEE TRENCH CONDITIONS 2" FOR ROCK, CONCRETE CUSHION REQUIRED NOT LESS THAN 3" 15' WYE OF CURVE 14 1/2" I 1 1 21 �, L: 17- LEGEND GENERAL NOTES W 1. ALL WATER AND SANITARY SEWER CONSTRUCTION 30 0 30 6o so Feet HALL BE IN ACCORDANCE WITH BCS UNIFIED S DESIGN GUIDELINES AND STANDARD SPECIFICATIONS E AND DETAILS. BLOCK ')E,a:. 1 / 2 " IRON ROD vlvD 2. SEE SHEETS C4.1 C4.2 & C4.3 FOR DETAILS. - SEE SHEET C 4.1 - NOTE E.1. : XISTING CONTOURS 'ROPOSED CONTOURS 'UILDING OFFSET LINE ATER LINE �• — W.... �. SANITARY SEWER LINE SS ILT FENCE ASEMENT 308.70 NORTH RIM © REVISE DRIVE AT NE CORNER 1 /2" 'IRON ROD FOUND 1 OF PROPERTY TO MAINTAIN 10' INSTALL 11 - /4 & 90 MJ B S - 20' PUBLIC UTILITY 'EASEMENT, , DISTANCE BETWEEN ROADWAY INSTALL ,6X3 MJ TEE W/ VALVE, AND PROPERTY LINE. INSTALL 22 -1/2 & 45 MJ BENDS ® REVISE WATERLINE PLAN. AND INSTALL 3" WATER /� Mt I tK IN tAJtMtN NORTH RIM ELEV: 303.98 X0 .4 » W 121 .10 S � j � 0 �' L- 6n WATER LINE ,.."' 8" FL OUT: 5.4 NORTH RIM ELEV: 310.75 CONCRETE INSTALL 6"-MJ GV 1 /2" IRON ROD FOUND ` EDGE OF. `T S�--L_ TS —' S S - - S „ 2B4.05 - ss --=SS PO 1 e--POE 20' PUBLIC UTILI EASEMENT 130.94 S g 0 �j W S-- --- -SS ` " F IN- 294.32___--- SS- --"SS"--"'SS- -- 8" FLT ' - SS 4.3 SS ': �.. ,..,.,�►V , . '-'__ '� S / ..r.• ____ y`�n INSTALL 6X6 MJ TEE LOTS 4-9 \_ � �j • _---ss s SS_.._--- SS-- --'- SS - --'_` 29 .75 .."" --- � WATER LINE : - --ss sue-- SS --- '_ 5 00 S � °� oa BLOCK "U » Now LINE MANHOLE TO BE / INSTALLED BY OTHERS /� ° 6X8 MJ RE X8 MJ TEE, SEE SHEET C4.1 NOTE E.1. REDUCERS (2 , 8 SS TO BE ` / ® \\� � 13 & ST WARD CITY �JF �� P C, q�2• CS FIR RAT ASSEMBLY 3 INSTALLED BY OTHERS 0 / � J INSTALL 11-1 /4 & 90 MJ BENDS 2 N X F \FtERPNl INSTALL 6X6 MJ TEE, MJ GV, & 6X8 MJ REDUCER \ o / 0 3.E V =� g oo SEE SHEET C4.1 I R O NOTES E.14. AND E.5. a� 9 0 N N o N INSTALL 8X8 MJ TEE, 6X8 MJ REDUCER � CITY I RE HYDRANT ASSEMBLY CpJ EXISTING FIRE HYDRANT APPROXIMATE LOCATION OF 6" WATER LINE 1 /2" IRON ROD FOUND F - 63 59 / APPROXIMATE LOC. p v 8 �� 'ROPOSED 10' U OF EXISTING 6" WATER LINE • INSTALL MJ 90 BEND 1 F U► � INSTALL 8X8 MJ TEE, \ ER ,� � _ .. ,. •_ � - 6X8 MJ 'REDUC u� &STANDARD ® CITY OF CS ENE 3 FIRE HYDRANT 1/2 INCH IRON ASSEMBLY ROD FOUND STALL 6X6 MJ TEE G� a P S w N W/ 6X8 MJ .REDUCER �-4 PLO N \ NORTH RIM ELEV: 316.31 10 PUBLIC UTILITY EASEMENT 0 - INSTALL 90 MJ, BEND � \ MANHOLE TO BE 1/2 INCH IRON INSTALLED BY OTHERS BOG fi g° ROD FOUND o CATV O, PEDE AL 5/8 INCH IRON v \ v ROD FOUND ? N Gessner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680:8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ,�P�E OF T ?- �O& ff: ALTO G. ERS 0: .... .....: 5083 �� FOR CONSTRUCTION W W T < +- _ - D °- z \ - O U) > F _ ct �-- < < ry UD F- 0 >- U) Q w H .2 W W W M W .._! o - Oz4 UJ� Issue Date: 04/06/04 Project Number: 03- 0100 Drawn By: RRN Checked By: AGR Revision: A 03 /09/04 AGR A 07/13/04 AGR 0 o , UTILITY PLAN C301 Sheet: 7 of 15 96 10 8 :�aauS z NVId �:BM3S 'NVS 1 7 0 0 V NEW tr0 /6 WO QZ 80V 1 Q �J!D V :�(8 pa�loa�l0 IVG :A8 Umejd 00 60 :aagwnN 109. — tlo :ale(] anssl n r n o z o O r < r m m u G ;z � � co m m -ii Q c/) - < 0 - o �7 D� D r i pC 01 C Z� _ -.� D me m m C/) U) N0iiomj1SN00 80 ................. S283008 '0 tpllV woo. 6uuaaul6uaJauSSa6'MMM (Xed) 6t (auOgd) 088'089'6L6 £9L0 X 'O'd Oti8LL sexe I 'u04e1S aBello0 90 6 GIS 'A id 3semglnoS Z LL l SUPPOUINSU3 jouaaag '�ZIS 8NII a8M8S 8SIA32J '3NI Al?:BdOHd (INV AVMGV0H N88M188 30NV1SIG Al. NIVINIVN Ol AlH3dO�Jd d0 2ENHOO 3N lV:gAlZJa MIAMI c..1 Q �3Z V /,'T V co qSf ry c,J \ V � cj O "Q:' w c/) co Lo ( o 4 O� 0 N i I , 1 f BACK F CURB N 21'00'24" W 66.23' 130.0 S 21 E 2 6.38 � 2 tvy 4i ywtt� Aft w' 3 a> 4 +mom• ��^ .. v 'aA�:-(� o �z 0 Q� �Q 0£=t = 3N3S 'H 44 = 31W3S 'A M31A 31IJ08d 00 +t OS +O 00 +0 3 r"-ain Q I Z c . Q 1 1 N 0 1 1 l O O � E � a EL M u+ N Uj z + u+ 0 u u+ En 00 o ° a Q7 t a t _ _ < �. (0- o`I Lo ( o 4 O� 0 N i I , 1 f BACK F CURB N 21'00'24" W 66.23' 130.0 S 21 E 2 6.38 � 2 tvy 4i ywtt� Aft w' 3 a> 4 +mom• ��^ .. v 'aA�:-(� o �z 0 Q� �Q 0£=t = 3N3S 'H 44 = 31W3S 'A M31A 31IJ08d 00 +t OS +O 00 +0 3 r"-ain �D I Z \o ! Q 1 1 C , 0 0 1 1 0 � a u+ tau + u+ 0 u u+ En 00 WO A? ( OIL V V tT �JC N ? m J tD s 1 m a O m s� 00 s N V) W V J y Q z ♦ Li a7 N m 00 r v � m ` L I z o 06Z r e .0 in EE 1 2 . 06Z 96Z _ ` r La �/ ODE oXaa I OOE SltV130 N01£1..'14� N HS 338 W (3dld OM 9Z-NOS) 3Nn 33VMSS SS 9 � 90£ ON3 MUMS 1V , S GOE d0 H1d30 WfiWiNIW _ ONf102i9 JNl}.SIX3 Ot£ oWO� � 3 OL£ OS'Otf = 3� ^N L J. b� Ln 0 O` V O D .\ J J M (fi J M vi m - �. � W z ry M ! O- w O i J ,�� 0 0 I S 0 Lt/ 0 � 0 i�, z ti J n `j W ¢ `° t7 00 ° (n \? a o /-� V a 0 LJ Wpm 00 �. O „8- d \ z �\ N LJ w a i�4� I J vi — O �� O N 3dVOSaNVI \ rn N w0 - .t' o 0t -,5£ \ 0 -, \� 1 0 - k -, .81 u 0 - v 0- 8l -,Z 0 O \ 5 N \. C4 'c" \ ° r 1 - 0 _ (VI 83it( .9 ` i' 3Nil 31VM N Lo Lo ( o 4 O� 0 N i I , 1 f BACK F CURB N 21'00'24" W 66.23' 130.0 S 21 E 2 6.38 � 2 tvy 4i ywtt� Aft w' 3 a> 4 +mom• ��^ .. v 'aA�:-(� o �z 0 Q� �Q 0£=t = 3N3S 'H 44 = 31W3S 'A M31A 31IJ08d 00 +t OS +O 00 +0 09 +t w J V J �v 4 h 00 aiD r"-ain �D � �n 1 1 1 C , 0 0 1 1 0 u+ tau + u+ 0 u u+ En 00 WO A? ( OIL V V tT �JC N ? m 1 m a O m s� s N 0 z N '- z a7 N m v � m I z 06Z 06Z 96Z 96Z SN SS 9 ODE OOE SltV130 N01£1..'14� N HS 338 (3dld OM 9Z-NOS) 3Nn 33VMSS SS 9 90£ ON3 MUMS 1V , S GOE d0 H1d30 WfiWiNIW ONf102i9 JNl}.SIX3 Ot£ OL£ OS'Otf = 3� J. 09 +t w J V J �v 4 h 00 W,q 400qj, I re k 4 JVe ON ' rf U. 315 -UU U. '5U 1- U0 I +Du U. 315 -UU U. '5U 1- U0 I +Du Z+UU Z+W 3 +U0 3+50 4+00 4+50 S+ " EXISTING GROUND SURFACE 14 PROPOSED I )P OF PAVEMENT 310 ts WAIER 310 UNt V FuLK zurru unt '14 INSTALL 6'X6' MJ 'TEE, 6 MJ GATE VALVi� 66X6" W REDUCER & 6"W MJ REDUCER MAINTAIN 2' NIMU NIMU 3' SDR 26 PVC SEWER ARY MAINTAIN 3' COVER VER I T J 7 ' M Kf ) 'AR1 8.0.1 ELEV. 30t 7 305 305 6' 917 JJ J BEND J TEE & 6 WATER SUPPLY . . . ... . ...... . 6 -X 6" k X 6 h J REDUCER .......... ,300 300 N z 0 N L U) co pp z a) No U f, Ci 1.n I A 3 C4 r) 0 g4g a X Lo fin 8 + C4 a iz n ONE:" Lapan + + " RED + 1 + + 11 MM D 0 f f 2 d, d L 62 0� 1 2 a _gie X 0k >> 9 v 10 DUSTING FIRE -HYDRANT r 1* 6 6 4" NPON IE T Qj r ol - 00 I ; essner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com LT G. OGERS ........................ MO - p -. 50833 0 % FOR CONSTRUCTION W All < V X W L, W r Z 0 Cn 5 < 0 U) 0 JE_ W CO- (D LL - (1) w o� W Ce) UJ J 0 > I 000 V _J=0 Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: 07119104 AGR POTABLE WATER PLAN C3m3 Sheet: 9 of 1-5 Genner Enfineering / 0 n Ln \1 0 �I A 2 rTi h� C OQ •. ; 3 —I " 2 S; t Qr [®� ,. w�t`_CM',.l.. ��\ O� ri ,l,� = C v T � M �NI _U .9 — OCL ss CV gvzt£ Arlo *U . ss SS / 0 n Ln \1 0 �I A as J§ M TJ X C. m !r�X Z Mrntn z z z Z C) p 'tJ Z -o° ti hi 6 mrfl ?. 6' IINATERI UNE � rr 7 -z r -, r• -� y O vi g m v �R �3' 0 2 +50 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com �E OF T ALT G. RiiRS ::....5083 .....: � FOR CONSTRUCTION V U W X UJ w W - ' CL Z 1 >V_ _ Cr �-- �.— � < < ry U0 �- O >- U) p �. W H 0 ° v5 CD wo� w MW J 0 > J O ZO 010 Issue Date: 04/06/0 0 +50 Project Number: 03 -010 1 +00 0+00 I ),Gt i r I A l NJ N Cy % V S O R6 ® Q c) y 2 h� [®� ,. w�t`_CM',.l.. ��\ O� ri ,l,� as J§ M TJ X C. m !r�X Z Mrntn z z z Z C) p 'tJ Z -o° ti hi 6 mrfl ?. 6' IINATERI UNE � rr 7 -z r -, r• -� y O vi g m v �R �3' 0 2 +50 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com �E OF T ALT G. RiiRS ::....5083 .....: � FOR CONSTRUCTION V U W X UJ w W - ' CL Z 1 >V_ _ Cr �-- �.— � < < ry U0 �- O >- U) p �. W H 0 ° v5 CD wo� w MW J 0 > J O ZO 010 Issue Date: 04/06/0 0 +50 Project Number: 03 -010 1 +00 0+00 I ),Gt i r I A l NJ N Cy % V S O R6 ® Q c) y v Q 0 / O 1 +50 2 +00 2 +50 Q REVISE WATER LINE. Drawn By: DAL Checked By: AGR Revision: Q 07/19/04 AGR 6AR OTABLE WATER Sheet: 10 of 15 f.. 2 h� E� O� ri v Q 0 / O 1 +50 2 +00 2 +50 Q REVISE WATER LINE. Drawn By: DAL Checked By: AGR Revision: Q 07/19/04 AGR 6AR OTABLE WATER Sheet: 10 of 15 f.. �_-Ln •A,nn %_ n AJnn 0+00 0+50 1+00 X+50 2+00 2+50 3+00 3+50 4+00 H. GENERAL NOTES ALL WATER AND SANITARY SEBEC CONSTRUCTION SHALL BE IN ACCORDANCE WITH S UN IFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS, 290_84 NORTH RIM 0 % ; ?' 1 — 8' FL 1 1 12" IROP,i P OD i NORTH RIM ELEV. 3 _ a p, t 5 S. 8 W 284.05' MANHOLE To BE I By OTHERS N RS 71 OTHERS 9 %16 444 & S SEE SHEET' C4.1 NOTES F 11A AA — Q* %J SCALE: 3 30 0 0 30 60 90 Feet BLOCK "E" 4 SEE SHEET C NOTE E. 1. 1/2' PUBLIC UTfW-,' EASE 2 MENT 1 RON RCl r 0l''ND 308.70 NORTH RIM '"STALL G W TEE V1 AND I X N _ 3 STALL 3- /, VALVJ� INSTALL 11- 1/4 go M METER IN W TER INSTALL 22- 1/2 & 45 W BENDS ENT 0,2. Vv` EDG E elot',I(I OF ,,RETF 0 0 OUT. Ss ss ds Ss 66 —1 ot-put_ dN "M iwmw C LEGMD "U EXISTING CONTOURS PROPOSED CONTOURS BUILDING OFFSET LINE WATER LINE SANITARY SEWER LINE SILT FENCE EASEMENT NORTH RIM ELEV 310.7,9 INSIALL 6 W CV x, 20' PUBLIC L M EASEMENT INSTALL 6X Mj TEE .,E LOTS 4 — 9 P .. BLOCK "U to 6)(a mu REDu CS F1 a&: T BLY j, SO C, IV 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com iALT; iG�R09GERS ....................... A2 FOR CONSTRUCTION f^ VJ %J LJJ W U) CL Z 0 W > < 0 CL W 0 W CO— hor% LL — W wry W o r ) W J 0 �>.J U \ 020 C) Issue Date: 04/06/04 Project Number: 03-0100 AREVISE WATER LINE. Drawn By: DAL Checked By: AGR Revision: A 07/19/04 AGR 50 0 ABLE WATER C3m5 Sheet: 11 of 15 6� -WATER LINE SEE SHEET C4.1 / NOTE E.I. , ;I R 6* 11.26 SEND 6" — 9(r BEND 310 _Lg��310 f MAINTAIN 6 — 22 1/ D SEN WATER PpLy LIN PROPO TOP OF PAVEMENT G* 7 /EXISTING GROUND 305 6X3 W -TEE 1 22 1/7 BEND 305 20' MIN. W/ VALVE INSTALL 90' & 1111.25 BENDS uAtArrAN ululullu/ 300 VERTICAL SEPARATION ,,8 bum 26 PVC SANITARY SEWEt 0 O-OD% SLOPE 9Q_r, B.O.P. ELEV. 3 W 295 290 2901 z U) O M Do to 6to 8 (n 8 CD + i Lfi ;;0 g r) o r) + C4 (4 IA _J 0+00 0+50 1+00 X+50 2+00 2+50 3+00 3+50 4+00 H. GENERAL NOTES ALL WATER AND SANITARY SEBEC CONSTRUCTION SHALL BE IN ACCORDANCE WITH S UN IFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS, 290_84 NORTH RIM 0 % ; ?' 1 — 8' FL 1 1 12" IROP,i P OD i NORTH RIM ELEV. 3 _ a p, t 5 S. 8 W 284.05' MANHOLE To BE I By OTHERS N RS 71 OTHERS 9 %16 444 & S SEE SHEET' C4.1 NOTES F 11A AA — Q* %J SCALE: 3 30 0 0 30 60 90 Feet BLOCK "E" 4 SEE SHEET C NOTE E. 1. 1/2' PUBLIC UTfW-,' EASE 2 MENT 1 RON RCl r 0l''ND 308.70 NORTH RIM '"STALL G W TEE V1 AND I X N _ 3 STALL 3- /, VALVJ� INSTALL 11- 1/4 go M METER IN W TER INSTALL 22- 1/2 & 45 W BENDS ENT 0,2. Vv` EDG E elot',I(I OF ,,RETF 0 0 OUT. Ss ss ds Ss 66 —1 ot-put_ dN "M iwmw C LEGMD "U EXISTING CONTOURS PROPOSED CONTOURS BUILDING OFFSET LINE WATER LINE SANITARY SEWER LINE SILT FENCE EASEMENT NORTH RIM ELEV 310.7,9 INSIALL 6 W CV x, 20' PUBLIC L M EASEMENT INSTALL 6X Mj TEE .,E LOTS 4 — 9 P .. BLOCK "U to 6)(a mu REDu CS F1 a&: T BLY j, SO C, IV 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com iALT; iG�R09GERS ....................... A2 FOR CONSTRUCTION f^ VJ %J LJJ W U) CL Z 0 W > < 0 CL W 0 W CO— hor% LL — W wry W o r ) W J 0 �>.J U \ 020 C) Issue Date: 04/06/04 Project Number: 03-0100 AREVISE WATER LINE. Drawn By: DAL Checked By: AGR Revision: A 07/19/04 AGR 50 0 ABLE WATER C3m5 Sheet: 11 of 15 6� -WATER LINE SEE SHEET C4.1 / NOTE E.I. LEGEND EXPANSION JOINT - -- - a' CONSTRUCTION JOINT SCALE: = 30' TP 311.20 TOP OF PAVEMENT 30 0 30 60 90 Feet TC 310.70, TOP OF CURB n nt✓� 7 IRON BLOCK "E" 20' PUBLIC UTILITY EASEMENT 1/2" IRON RODS W 150. ND � f ,r J � / 30' OAK / D NTION PO ' (0.3099 AC -FT) �� 31 OTTOM EL TION = 302.47 TC 308.35 / 3[ TP 307.85 OF CON CRETE TC FOUND - 18" OAK 20' PUBLIC UTILITY EASEMENT TC 310.30 18" OA J� N TC 30 .95 TC 3 CJ TP 30 08 (_Y TC 1 0.33 TP 9.83 1 TP 309.84 / TP 310.10 SEE SHEET C2.2 � � / 30 1 ,'� TC 30 . \ - ,Z - TC 308.35 i TP 10.50 TP 15 / TP .307.6 ` '�� J / 1� V TP 309.70 TC 307.3 T � 308.6 310.26 310.26 5 / C 308.25 TP 310.23 / S� TP 3 tf TC 310.7 GENERAL NOTES SEE DETAI 3 SHEET C2.1 TP 30 .3 TP 307.75 Q� Q\A TP 310.26 TP 3 997 30 6 TP 310.2 o TC • 309.00 08.15 �C ( TP 30 -DAY COMPRESSIVE TC 30 .15 9.76 1. ALL SIDEWALK CONCRETE SHALL HAVE A 28 7 .2s TP 308.0 �(� C 310.26 TC 10.21 rc 309.0 ' STRENGTH (f c) OF 3000 PSI. THE MAXIMUM SLUMP SHALL BE 4 INCHES. v� TP 3 65 8.00 TP 309 309.7 30' o TP 308.55 EJ TP 306. TP 310.50 VC) �/ �� TC 310.26 Z ALL PAVEMENT AND CURB CONCRETE SHALL HAVE A 28 -DAY COMPRESSIVE "� ` g TC 309.40 STRENGTH (Pc) OF 4000 PSI. THE MAXIMUM SLUMP SHALL BE 4 INCHES PROPOSED RETAINING WALL / TP D �5� M O TC 310.2126 TP 308.90 EJ TC VARYING HEIGHTS 30 57 1, \ 7P 309.71 TC 309.55 / TP 3. MIX DESIGNS WITH SUPPORTING COMPRESSIVE STRENGTH RESULTS SHALL BE SEE DETAIL 2 SHEET C2.1 TP 30 07 / C 308.37 TP 08.77 V \`' N O TC 310.46 TP 309.05 / SUBMITTED TO THE ENGINEER A MINIMUM OF FIVE DAYS PRIOR TO INITIAL T 308 TP 309.1 0+ CO CRE TE EACH MIX SHALL H AT LEAST A 5 M P ERCENTAGE IS 2076 OR _ T 307,85 307 85 TP 09.61 TP 08.97 1 O� Z C TC 310.46 31o.as TC 309 85 1 TP 309,W L .J L 4. ALL AREAS ASSOCIATED WITH THE PROJECT SHALL HAVE A MINIMUM OF 6 INCHES I `� TP 0 TP 310.46 309. 1 308.9 / OF SOIL REMOVED TO ELIMINATE THE EXISTING ROOT ZONE. THE EXPOSED SOIL \ TP 309.02 /� 309.90 TC 10.26 1 / J SHALL BE PROOF ROLLED AS WITNESSED BY THE ENGINEER. ANY SOFT SPOTS 310.26 TC 310.70 ; TP AM .95 NOTED BY THE ENGINEER SHALL BE REMOVED AND REPLACED WITH SELECT !FILL TC 3 , 32 ^ p TC 309.80 TC 310. � TP 310.20 309.78 TP 310.50 y TP 309.80 TP 82 r _� 309.90 310 5. ELECT FILL THE SELE B A�SANDY�CLAY A LIQUID LIMFLFSS © 31029 7c 309.70 7P�a09.77 / BE BACK FILLED WITH GENERAL FILL EXCEPT FOR THE FINAL TWO FEET WHICH SHALL BE TC 82 \ TP 310.38 TP 310.16 TC 309.80 / TP 309.2 TP 310.40 TC ' 20 TP 310 16 TC 309 64 TP 309.30 LOTS 4 -9 BLOCK "U" 1/2" IRON ROD FOUND T 07.32 31 5 TP 309.2 TP 309.6 _ y 10 , PUBLIC UTILITY EASEMEN THAN 40 AND A PLASTICITY INDEX NO LESS THAN 5 AND NO GREATER THAN 20. THE O, TC 30 .33 M 6 j TP 309.14 TP 3 10.40 1 C 310.20 309. 1 SELECT FILL SHALL BE COMPACTED IN LIFTS NO GREATER THAN 6 INCHES TO A DENSITY 101 � n o p OF 95% OF STANDARD PROCTOR DENSITY ASTM D -698 AT A MOISTURE CONTENT " ` 4 31 2 TC 309.64 C 3 .1 TC 7P 3 30 09 9 TP 09.70 / TC 311.45 \ TP 31 i 6 . TP 31'0.95 BETWEEN t 2% OF OPTIMUM MOISTURE. IN PLACE DENSITY TESTS SHALL BE PERFORMED TP 1017 TC 311.69 T Jti FOR EVERY 5000 SQ. FEET OF FILL OR FRACTION THEREOF. i T'C 8.35 TP 309.64 TC 310.10 ,y V TP 310.20 TP 311.19 ,�� TP 3 7185 309. 3 Cn 6. IN AREAS NOT UNDER STRUCTURES, FILL SHALL BE GENERAL FILL FREE OF CL-:IDS AND TP 10.05 TP a 309.0 TC 309 � TC 311.90 ROCKS LARGER THAN 6 INCHES AND ALL DELETERIOUS MATERIALS. THE GENErRAL FILL 1 TP 309.27 SHALL BE COMPACTED IN tAAXIMUM 6 INCH LIFTS TO A DENSITY NOT LESS THAN 90% TC 308.07 ` TP 309.30 . TP 311.40 TP 309.20 1P .3 OF STANDARD PROCTOR DENSITY (ASTM 0 TP 307.57 T (: 3 .65 3 7 8 OAK X . 08.1 3 25 TP 309.04 TC 4 (` FROM THE BACK OF THE CURB TO THE NATURAL GROUND AT A 3 TO l 24 7. SLOPE E � � 0s.ia PROPOSED AWING WALL � \ UNTIL NATURAL GRADE IS MET. WHERE THE 3 TO 1 BACKSLOPE IS REQUIPED. PROVIDE TP 308.70 08. 5 BIODEGRADABLE EROSION CONTROL MATS TO STABILIZE THE SLOPES UNTIL VEGETATION 34° AK - TC 312.20 VARYING E GHTS 7C 308.00 TC 309.05 -' TP 311.70 IS ESTABLISHED. TP 307.50 �. \ SEED AIL 1 SHEET C2.1 C 09.0 / TP 308.55 / TC 310.77 8. . THE EXPANSION JOINTS FOR THE SIDEWALKS ARE DEPICTED UPON THE PLAN CONSTRUCTION 0850 \/ P 310.27 JOINTS SHALL BE INSTALLED AT AN EQUAL SPACING BETWEEN EACH EXPANS ON JOINT AT - . / 1/2 INCH IRON A SPACING NO GREATER THAN THE WIDTH OF THE SIDEWALK. THE CONSTRUCTION JOINTS TC 308.15 TC 3 8.4 / \ S ROD FOUND SHALL BE TROWELED V47MIN THE FIRST HOUR THAT 1HE CONCRETE HAS SET. TP 307.65 TP 3 7.9 TP 308.50 308.68 TP 308.1 / ` \ t6' \ TC 311.49 ,, �� do / 30 - \ a TC 3 �J TP 310.99 0_)_ TP 3308 08.7 10.57 21t OAK DB TP 308.20 TP 310.07 TC - q ` . ^ - ' 32' 1 ll' l E J \ TC 311.05 18" OAK Q PLOT 3F \ 307.97 TP 310.55 i 18 OAK C 311.00 TC 308.38 Qf TP 310.50, TP 307.88 nc / •rn %i CA \ \ r 1 . TC 313.61 1/2 INCH IRON ROD FOUND �E of r .. .. *. ALTO G. ROGERS 50833 t FOR CONSTRUCTION U) W n W Q Z - 0 ry O >- Cn OJF. W LL °° �5 (D W 0_ W cy) W _!I 0 O O U J� v Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR LOT 3A BLOCK "V" 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com Q REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. REVISE LOTS 3D & 3C TO 3D -R & 3C -R. REVISE GRADING PLAN. ADD DETAILS. Revision: 03/09104 AGR 2Q 07/19/04 AGR FINAL GRADING PLAN C2 ■ 1 Sheet: 4 of 15 co I" MAX CRUSHED RIVER GRAVEL WRAPPED IN -200 FILTER FABRIC 1 8 1 ' 0 „ 3 — 4" TYP. WALL SECTION 1 PROPOSED DETENTION POND C2.2 NTS SS E' SS TW 307.50 SCALE: 1 " - N� RiM 3 -iIG AR FENCE �TVt? SAL POST SUPPORTS 1 o Ma S, 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com �� E O F rugs ALTO G OGERS ......................... . os3 FOR CONSTRUCTION 301 .50 W C� W TW 30, .00 TW 307.00 9� :-�"�" W to W �. < �— _.- _ 20 FOOT FIREL_ANE 10 BEN i 10 SPACES @ > �— D TLS ; ' F I Q U CL F' p -r - J I - W L. S . ,r m - (0 (D N f' W � W CO W J �o II ..> J UMPSTER pz O lAI A I I/ Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 AGR Q ADD ELEVATIONS TO RETENTION POND. 0 0 DETENTION POND C2 Sheet: 5 of 15 NOTE: SILT FENCES SHALL BE 6" X 5' WIRE MESH PLACED INSIDE THE PROPERTY FASTENED TO T -POST LINE ON THE DOWNFILL SIDE 0 07/13/ AGR OF ALL EXPOSED EARTH. 0 AND PROPERTY LINE. SEDIMENT CONTROLL FABRIC ® ADD CONSTRUCTION EXIT DETAIL. FASTENED SECURELY TO OR STAKES) T -POST (OR & WIRE MESH SPACED 6 APART 0 AS REQ'D TO MAINTAIN. SILT FENCE AND/ OR HAY BALES TO BE 8" OF FILTER FABRIC TO EXTEND USED IN AREAS OF INTO A TRENCH AND BE ANCHORED DRAINAGE FLOW. WITH COMPACTED BACKFILL NATURAL GROUND — DIRECTION OF FLOW n 4 "' 4" X 4" MIN. TRENCH 4" 20 ,. SILT FENCE DETAIL SCALE = NTS ®R �E p � 30 0 30 60 90 Feat ° EO P N IP _ • �0't P _ _---- —` 26 PUBLIC UTILITY EASEMENT \ 0. oY \ us �\ \ 0 ` Y 5• INSTALL SILT FENCE INSTALL SILT FENCE..._ --`` _._----- -•-- - .--_ _... o � - - ' a le -4 N � '� \ ; 2 O G� N P \\ 0' � E6� P 5� OO p U �-�'• 6 � �� / '� �P GO StiS R 0 � P` ' \ O �ppO� g0 \LO \N ^v R ,o p O "` -``� P �• O '`� J PN S R OQG R2S �0- Jr N i U�pSt� C � M GON p`l�� p p � N ' "� P�� OAK � V � 5C Ft OG EO OCO RP� y , � y L � ' . " " i \ i �`'' °� L ��Og -Ig GU 3 10• FOR• INSTALL SILT FENCE 0 g d� EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST rLow `�• 10' (3m) MAXIMUM SPACING WITH I WIRE sSUPPORT FENCE 6 1.Sm) MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE FEEL OR WOOD POST "(1 m) HIGH MAX. FLOW 3/4" 20mm MIN. DRAIN ROCK FLOW (�5MmAmX). 8" (ZOOmm) (300 m) �\ \ l� \\c (300mm) �\ l "x6" 100 X 150mm \ \f TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE NOT TO SCALE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" 0225mm�MAXIMUM RECOMMENDED TORA E HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE DETAIL SCALE = NTS 12' END OF SILT FENCE Gessner EnIfineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 1 0763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com • ,A`ttl, PMA �I i d r�i ALTON G. RO GERS FOR CONSTRUCTION PR r ' N O P PR(t�0� �� G . o 9 9 00 � � O ` \ \\ �� ,,ZA � � 31k" O � 0 ° °� pEP � 00 0 �� p N' �� " �� ' --- ZO F - -- ,-• r N \ a" OAK \ 5. CY v- \ �,` _ � 1.PN45 P � YIP �• -' 6 ,O - .- �' � � .- o r 24 Ow ? \A TO .. � \ X2'00 "+ _ - '� .•• � , � ` \� 2 �n�, 0 w \ - - -- le OAK • V 3V QM aw 0M ( - , P v W W UJ cn T � i CL Z o U) 5 Q o 0 W H 0 ° v� C� ' W W Co W J 0 �> J p zo 0J::)v Issue Date: 04 -06 -04 a- 24' W. EXIST. PVMT a Q' d' q NOTES: 1) STONE SIZE SHALL BE 1 1/2" TO 3 1/2" DIAMETER (ASTM D448) PLACED ON MARIFI 700x FABRIC. 2) DRESS WITH ADDITIONAL STONE AS NEEDED. 3) STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD INTO PUBLIC STREETS. CONS TRUCTION EXIT SCALE = NTS Project Number: 03 -0100 Drawn By: RRN Checked By: AGR EROSION CONTOL PLAN 1 C2 Sheet: 6 of 15 Revision: Q REVISE DRIVE AT NE CORNER 03/09/04 AGR OF PROPERTY TO MAINTAIN 10' 0 07/13/ AGR DISTANCE BETWEEN ROADWAY 0 AND PROPERTY LINE. ® ADD CONSTRUCTION EXIT DETAIL. 0 0 EROSION CONTOL PLAN 1 C2 Sheet: 6 of 15 P LEGEND: TREE /SHRUB B TELEPHONE PEDESTAL FIRE HYDRANT BENCH MARK USED FOR ELEVATIONS: COCS GPS MON. #122 WATER VALVE ® SANITARY SEWER MANHOLE BEARING SYSTEM SHOWN HEREON IS HONORING SUBJECT PROPERTY DOES NOT LIE WITHIN A DESIGNATED A LIGHT POLE THE PLAT CALLED BEARINGS AS SHOWN ON THE FLOOD PLAIN AREA ACCORDING 'TO THE F.I.R.M MAPS, -o- UTILITY POLE PLAT RECORDED IN VOL.. 5431, PG. 49, AND COMMUNITY PANEL NO. 48041 CO142 C, DATED' JULY 2, 1992. AS MONUMENTED ON THE GROUND. GUY WIRE ANCHOR AER IAL ELECTRIC L INES CONCRETE R -4 R72924 John L. & Tom K. Kroy PO Box 1585 Orange, Tx 77631 -1585 RIM 8' FL Lessner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com BLOCK "E" R -4 72 R -4 R72917 30 0 30 60 90 Feet _ 1:__= F===4 I Spring Heights Ltd. Partnership c/o Halaby Construction, Inc. V R -4 PO Box 69 R72923 /v� G Killeen, Tx 76540 -0069 `�� V Scott &Janice 8a11 308.70 NORTH RIM 9� 1007 Falcon Circle - fG IRO ' D FOUND College Station, Tx 77845 20' PUBLIC UTILITY EASEMENT ® �/ 15' BUILDING REAR SETBACK 1/2 ROD F NORTH RIM ELEV: 3w, 50 j ® FEN 5 81 .02 29 c IN . • _.. NORM RIM . 310. -EpGE F CONCRETE �- 20' PUBLIC UTILITY EASEMENT IRON R FOUND - ' $4. 5 - _ �_ 18 t 65' PUBLIC ACCESS & UTILITY EASEMENT S S5,r '5'55 W o " 7.5' SIDE SETBACK LOTS 4 9 __- N �N 1s' 0 FIRE DEPARTMENT BLOCK (I V. i -O- 3__nnlc 5 ` , CONNECTION ��-- N om + R45733 DES ® LS S ( _— — "` °o Rossco Holdings Inc. - 'elk L• - `" v `� c/o BCSK Managem nt, Inc. 701 University Drive, Suite 302 College Station, Tx 7 84O \ " DWELLING UNIT SPACES: 79 9 _o 03 " ,, "� �� .oZ FoR `o y cJ� MEETING ROOM (770 SF) 4 ,02 �� 2k� OG� ?\A PS FER Sp p of P«^S ` Q TOTAL (W/ 4 HANDICAP SPACES): 83 SPACES P p E6 W F E S M 5 R1 1 5156 �.. � y • University Land Partnership 10 P BLIC UTILITY EASEMENT 1 Q°J / 2" IRON ROD FOUND ( .A Q. 2500 Merrimac Court 7 �■ Q41C College Station, fix 77845 R I FnuNn ON C - �� 3 0" N , S - 0 "` OAK R45742 1/2 INCH IRON N Rossco Holdings, Inc. d a, v> ` fig. l " PO ES , �, ROD FOUND c/o BCSK Management, Inc. n D Suite 302 rversity rive 7,,\ ® ,r Sp 701 University � College Station, Tx 77840 Pv �, 'oo N C� ��,,� Y 2 7.5 SIDE SETBACK 1` Z� �0 0" 1R� P $ y� ? o �\ 4" p FROG 32 _ to u �� 0 (D 1s oac �� P P LOT 3F �.�, f �' .. 1l fl* �� , �� C - \ u� �C� k 8 ' U V \\v R115158 NORTH RIM ELEV: 316.31 e Ty d �+ " State Farm .� 8. c/o Tax Dept. f 1 State Fa �G =o`, 25'- FRONT SETBACK \ FIRE LANE rm Plaza # D-3 # BI 61710 - � ~Z Bloomington III —0001 - 34 O AK C -1 \ �' OF T F � ALTOt G. ROGERS .'. 508 FOR CONSTRUCTION W c 1= _ ry o W Z 0 VJ H NOTE: ALL BUILDINGS WILL BE SET BACK AT LEAST 40 FEET FROM THE RIGHT -OF -WAY. WHERE PARKING r co R -4 R -4 R -4'; R -4 " SCALE — ' 3 O R72922 R72921 R72920 R72919 Lessner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com BLOCK "E" R -4 72 R -4 R72917 30 0 30 60 90 Feet _ 1:__= F===4 I Spring Heights Ltd. Partnership c/o Halaby Construction, Inc. V R -4 PO Box 69 R72923 /v� G Killeen, Tx 76540 -0069 `�� V Scott &Janice 8a11 308.70 NORTH RIM 9� 1007 Falcon Circle - fG IRO ' D FOUND College Station, Tx 77845 20' PUBLIC UTILITY EASEMENT ® �/ 15' BUILDING REAR SETBACK 1/2 ROD F NORTH RIM ELEV: 3w, 50 j ® FEN 5 81 .02 29 c IN . • _.. NORM RIM . 310. -EpGE F CONCRETE �- 20' PUBLIC UTILITY EASEMENT IRON R FOUND - ' $4. 5 - _ �_ 18 t 65' PUBLIC ACCESS & UTILITY EASEMENT S S5,r '5'55 W o " 7.5' SIDE SETBACK LOTS 4 9 __- N �N 1s' 0 FIRE DEPARTMENT BLOCK (I V. i -O- 3__nnlc 5 ` , CONNECTION ��-- N om + R45733 DES ® LS S ( _— — "` °o Rossco Holdings Inc. - 'elk L• - `" v `� c/o BCSK Managem nt, Inc. 701 University Drive, Suite 302 College Station, Tx 7 84O \ " DWELLING UNIT SPACES: 79 9 _o 03 " ,, "� �� .oZ FoR `o y cJ� MEETING ROOM (770 SF) 4 ,02 �� 2k� OG� ?\A PS FER Sp p of P«^S ` Q TOTAL (W/ 4 HANDICAP SPACES): 83 SPACES P p E6 W F E S M 5 R1 1 5156 �.. � y • University Land Partnership 10 P BLIC UTILITY EASEMENT 1 Q°J / 2" IRON ROD FOUND ( .A Q. 2500 Merrimac Court 7 �■ Q41C College Station, fix 77845 R I FnuNn ON C - �� 3 0" N , S - 0 "` OAK R45742 1/2 INCH IRON N Rossco Holdings, Inc. d a, v> ` fig. l " PO ES , �, ROD FOUND c/o BCSK Management, Inc. n D Suite 302 rversity rive 7,,\ ® ,r Sp 701 University � College Station, Tx 77840 Pv �, 'oo N C� ��,,� Y 2 7.5 SIDE SETBACK 1` Z� �0 0" 1R� P $ y� ? o �\ 4" p FROG 32 _ to u �� 0 (D 1s oac �� P P LOT 3F �.�, f �' .. 1l fl* �� , �� C - \ u� �C� k 8 ' U V \\v R115158 NORTH RIM ELEV: 316.31 e Ty d �+ " State Farm .� 8. c/o Tax Dept. f 1 State Fa �G =o`, 25'- FRONT SETBACK \ FIRE LANE rm Plaza # D-3 # BI 61710 - � ~Z Bloomington III —0001 - 34 O AK C -1 \ �' OF T F � ALTOt G. ROGERS .'. 508 FOR CONSTRUCTION W c 1= _ ry o W Z 0 VJ H NOTE: ALL BUILDINGS WILL BE SET BACK AT LEAST 40 FEET FROM THE RIGHT -OF -WAY. WHERE PARKING r co IS LOCATED IN THE FRONT OF THE BUILDING, THERE ^ f n trJ `„J SHALL BE A FRONT SETBACK OF 20 FEET FROM THE -OF -WAY TO THE PARKING AREA. A MINIMUM n/ W LL UJ \ RIGHT SIDE SETBACK OF 7.5 FEET SHALL BE REQUIRED FOR EACH BUILDING. WHEN ABUTTING NON- RESIDENTIALLY M ZONED OR USED LAND, REAR SETBACK MAY BE > J REDUCED TO 20 FEET. LOT LINE CONSTRUCTION ON O INTERIOR LOTS WITH NO SIDE YARD OR SETBACK IS O ALLOWED ONLY WHERE THE BUILDING IS COVERED BY O FIRE PROTECTION ON THE SITE OR SEPARATED BY A J ( 1 DEDICATED PUBLIC RIGHT -OF -WAY OR EASEMENT OF �•/ AT LEAST 15 FEET. THE FOLLOWING SETBACKS WERE OBSERVED DURING Issue Date: THE DEVELOPEMENT OF THIS PROJECT. THE FRONT SETBACK WAS ESTABLISHED AS TWENTY -FIVE (25) 04/06/04 FEET. THE SIDE SETBACKS ARE SEVEN AND ONE -HALF (7.5) FEET. THE REAR SET BACK IS Project Number: FIFTEEN (15) FEET. 03 -0100 Drawn By: .—' RRN SINCE THIS BUILDING IS REQUIRED TO BE SPRINKLED, A FIRE DEPARTMENT CONNECTION IS REQUIRED Checked B LOCATE THE CONNECTION AT THE EAST ENTRANCE TO y: THE BUILDING AGR Revision: Q REVISE DRIVE AT NE CORNER JL 03/09/04 AGR OF PROPERTY TO MAINTAIN 10' Q DISTANCE BETWEEN ROADWAY 07 /13/04 AGR AND PROPERTY LINE. © 07/19/ AGR ® WIDEN FIRELANE AT NE CORNER OF 0 LOT TO 20'. ADD RETAINING WALL AT SE CORNER OF SITE. ® CHANGE PAGE NUMBERS & ADD SETBACKS & EASEMENT. SITE PLAN C1.1 Sheet: 1 of 15 7-2 V, - T �-u(9 V ��rdiv� cam, • Zk , 0" gN� c ' G G OILS r � � �, �, � / PCG�S 5' � DE' Pp. , ION \ ° b � ta.0 x , u ( g�: ; , OAK rk 1 45• POO LS' S �OR� I g GO �R pE . �0" " LOT 3 35 �' 1/2 n IRON ROD FOUND \ \ S NOTE: PROVIDE 100 COVERAGE FOR PARKING LOT ISLANDS. SWALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHTS - OF - WAY, AND ALL ADJACENT A REAS :. �� $, O oX >o�+ �5• \ CONSTR UCTION AS PER ' v6 z J t_N 0% O oxREO rr _' c 9 " a� CITY OF COLLEGE STATION REQUIREMENTS. QR P CB P� ��E tiG o j 0 E P 6 NOTE: ALL ROOF AND GROUND - MOUNTED MECHANICAL 0 . ,0 3� � & F'A PNC tip P� P R ti 0 „ Z , � GooR � o �'� �� y � � p s. �, EQUIPMENT SHALL BE SCREENED FROM VIEW OR ,� y Q 0.1 FAR y 0 `�� 2 S ® `� �' ISOLATED SO AS NOT TO BE VISIBLE FROM ANY ,� PLC QsP 9 •,o " " SpP C p CL \ PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT ,5 iD -' 6t o \ U) WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM s� LS• _I 10 PUBLIC UTILITY EASEMENT - A POINT FIVE FEET ABOVE GRADE. a N r o � a oac Ar 2e �� Y\ PN 6 �P�� 3 ®g6 ,0 ✓, -�� 2 , 25' FRONT SETBACK .� BLOCK "Eff • . l .. 308.70 NORTH RIM , ® •' r II? D FOUND ° 20' PUBLIC UTILITY EASEMENT 4. 1 /2" IRON ROD i' .g ': • , NORTH RIM ELEV: 303.98 1 ' '`� \ • a .: , • ,� .lN " e .CAN E' -- FL OU - "� e.': •d_ ; : e. a .`�`'• { 0 r � • '' . ED.CEf • A ;. Q --•5 a ' u AE AE a ..1�. 0�4 NORTH RIM - , e : • : .. •. . a f , •_ • �-� o � r • .•t. •2$L� _ _ - AE - - AE - - A 1W OA �.• r ,f: - - -d_ ..•• �,•�. ' :w ' �..••• :d ., .. •••''• • a � • .'• . f�+ e'S�.. �• ___, -• -P _pE � ' - AE AE rf' As* _e•' / i, d"y AEA' -AE . e .. • 1 :/ d • `/� ' — •. AE . _ - '.� ', .. 30" OAK R IN: 284.08 i �C �,F'rotect Free / Remove iTree X11 • • .: • . ._---- -- - -312 x � a a ; r Tre • d . , a '- .. .. .. i� ,.. - 20" OAK _ �• .. av °; ! i� �' 30■ OAK a r ; LOT 3E , 6 i P� otect Tre .. r o .... 411 1 Lessner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com NORTH RIM ELEV. 310.75 20 PUBLIC UTILITY IN I (.A- \ LOTS 4 -9 BLOCK "U" 65' PUBLIC ACCESS & UTILITY EASEMENT 1/2 IRON ROD FOUND (IMATE LOCATION WATER LINE 10' PUBLIC UTILITY EASEb --� emove T ee . y • J 8" QAK r Rem ve Trees 24 " TREE /SHRUB 34 OAK TELEPHONE PEDESTAL_ .�:. - > >� r 34" OAK $1 1/2 INCH IRON �k ROD FOUND FIRE HYDRANT .d 18 OAK f 6' r 4.: 2 .. 68 / 24' oac N WATER VALVE '`. - O y .tea:•• N SANITARY SEWER MANHOLE 24.OAK 32 OAK �, • 18" OAK LIGHT POLE OAK APPROXIMATE LOCATION : .P -O- UTILITY POLE OF WATER LINE _a ;:a : �• - 1 GUY WIRE ANCHOR AER ELECTRIC LINES , OAK AE— AE— AE —AE— e Protect Trees 1/2" ..IRON ROD FOUND 4' _ 10 PUBLIC UTILITY EASEMEP CONCRETE 30' OAK '�••. 4 .N � CAN F p PEDESTAL 30 0 30 60 90 Feet J 5/8 INCH IRON d.... - d : ,r W OAK OD FOUND OAK SCALE: 1 " = 30 .. 3 8 LIVE OAK ' LOT 3D —R BENCH MARK USED FOR ELEVATIONS: COCS GPS MON. #122 •:' 6" HACKBERRY •, BEARING SYSTEM SHOWN HEREON IS HONORING SUBJECT PROPERTY DOES NOT LIE WITHIN A DESIGNATED d ' °'' s 15' PUBLIC UTILITY EASEMENT 28 ' , MYRTLE THE PLAT CALLED BEARINGS AS SHOWN ON THE FLOOD PLAIN AREA ACCORDING TO THE F.LR.M. MAPS, 4 - Re Tree PLAT RECORDED IN VOL. 5431, PG. 49, AND COMMUNITY PANEL NO. 48041CO142 C, DATED JULY 2. 1992: .: ,a ' •: ' _ �� , AS MONUMENTED ON THE GROUND. 10' OAK THE ORIGINAL SURVEY WAS PERFORMED BY GESSNER ENGINEERING CHANGED THE DESIGNATION KERR SURVEYING ON JANUARY 20, 2004 OF LOTS 3D AND 3C TO 3D –R AND 3C –R AND THE FINAL REVISIONS WERE COMPLETED ON JULY 7, 2004. FEBRUARY 2, 2004. \\ LOT 2 if ff LOT 3F r 5 Protect Trees 1/2 INCH IRON ROD FOUND OF h�P� E r�'rgS ALTO4 G. V RT3E 1 1R ` S FOR CONSTRUCTION W WW Z) Z 1 O U) 5V O >- U) Q !- W m — LL W W W co W _! J 0 > Oz O U ::) c) Issue Date: 04- -0 4 Project Number: 03 -0100 Drawn By: RRN BLOCK V .y a e 35' PRIVATE ACCESS EAS • : " '• 'a• 4 . . vj a•�. CREPE MYRTLE ;d • ••pa - LOT 3A BLOCK "V" :< .. ° :.• CREPE MYRTLE Y7 CREPE MYRTLE LOT 3C —R 2 1^ •e' O % • ... U , CREPE MYRTLE �'K LO N NORTH RIM ELEV. 316.31 + s C1 02 Sheet: 2 of 15 Checked By: AGR Revision: A 03/09/04 AGR 2Q 07/13/04 0 © REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. ® EXISTING CONDITIONS REVISE LOTS 3D & 3C TO 3D -R & 3G -R. C1 02 Sheet: 2 of 15 essner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com .. r ALTOIQ G. ROGERS ........................ 5083� IRON ROD FOUND NORTH RIM ELEV- 303.98 81-02129 \N S 21.1 EDGE OF CONCRETE 1/2" IRON ROD FOUND 284.05' S 85 05' b" O 0 . 32 FOR CONSTRUCTION 01 del A;- VICP U) 11 5.4318 IC► .97 4 � O ` 6" WATER LJNE-\ 2 Z 6 .10 r � V '0 CID. !10. 0. U) O 04 - 0 NC 0 0 J W o OD FOUND0 r% 0 0\-o W A7 67. . ?\A PSE vp 0 � vN�� _� N� 0 5 O 1> 1 0 0 cy) LOT 3F CA ` \ 0 0 APPROXIMATE LOCATION -70 OF 6 WATER LINE Issue Date: 04-06-04 1/2" IRON ROD FOUND 2 '' V c � \\ O 195 736 0 CATV PEE A s\ /8 INCH IRON OD FOUND � �l 4. 1/2 INCH IRON ROD FOUND LOT 3A BLOCK V Project Number: 03-0100 Drawn By: RRN Checked By: AGR Revision: REVISE DRIVE AT NE CORNER A 03/09/04 AGR OF PROPERTY TO MAINTAIN 10' A 07/13/04 AGR DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. REVISE LOTS 3D & 3C TO 3D-R & 3C-R. DIMENSION PLAN C1 ■ Sheet: 3 of 15 o � -�� ' BLOCK "E" " 1, • f. 5 ' ;,, ,•`• .: 308.70 NORTH RIM �- 20' PUBLIC UTILITY EASEMENT ®' ''••;, . • 4' •' 1/2 IRON ROD :;.. '. d; f t F .` . . NORTH . 303.98 ' �: A % : _ • ; • '• :.:�• e ® :.at • . ': � RIM EL.EV AE.... --' , .�.` S +t` ° 4 ;..< AE_ - --AEA• P,E. r •1 d • ' 0.84 NORTH RIM a :: •. , D4" " q •�' • AE:' • • .. • f��f��1,�••..S�� r.. � .�•;..�: :•�. ^ °' �, a .. ',+ .• .� a: • .. � AI_ t '' ° s t . • • `', are : •• a ., ^ • / °J . aa. e'... e•' ♦ • •' -A' 30" ow � • = °°f.• Ya. ' -' �,r . ,A` a �.,(• ��•� • ,l`' •. ' • �M�..�.----- f+f;'`"`_--- - - -f�- . FL IN: 284.08 _ z ! "Tree Remove :Tree F J LEGEND: TREE /SHRUB TELEPHONE PEDESTAL` FIRE HYDRANT N WATER VALVE Q SANITARY SEWER MANHOLE LIGHT POLE -0- UTILITY POLE --� GUY WIRE ANCHOR AER ELECTRIC LINES AE— AE— AE —AE— CONCRETE - 4 • •• t .. 30 0 30 60 90 Feet SCALE: 1 " = 30' • ,.. • ' • e •' f �� r,''r • r f Rem ve Trees y • .J •" , 24 OAK APPROXIMATE LOCATION OF 6' WATER LINE �` °` :• ' 34' OAK 1/2 ROD FOUND :..; . ?J F J .. • ' % �• � CATV p, PEDESTAL °•: •• r 30' OAK OAK BENCH MARK USED FOR ELEVATIONS: COCS GPS MON. #122 BEARING SYSTEM SHOWN HEREON IS HONORING SUBJECT PROPERTY DOES NOT LIE WITHIN A DESIGNATED THE PLAT CALLED BEARINGS AS SHOWN ON THE FLOOD PLAIN AREA ACCORDING TO THE F.I.R.M. MAPS, '• "" PLAT RECORDED IN VOL. 5431, PG. 49, AND COMMUNITY PANEL NO. 48041CO142 C, DATED JULY 2, 1992. AS MONUMENTED ON THE GROUND. ' ° THE ORIGINAL SURVEY WAS PERFORMED BY GESSNER ENGINEERING CHANGED THE DESIGNATION KERR SURVEYING ON JANUARY 20 2004 OF LOTS 3D AND 3C TO 3D —R AND 3C —R �•' ' . AND THE FINAL REVISIONS WERE COMPLETED ON JULY 7, 2004. FEBRUARY 2, 2004. LOT 2 :• BLOCK "V" ::;... . q •' a rotect Tre 20' OAK LOT 3E Protect Tre emove i/ree W OAK OAK 32' QAK r , N 6� 65' PUBLIC ACCESS & UTILITY EASEMENT (IMATE LOCATION WATER LINE 34' OAK OAK Protect Trees LOT 3D —R 15' PUBLIC UTILITY EASEMENT Z a 0 L Protect Trees Remove Trees 35' PRIVATE ACCESS Q t� � u' 1 NORTH RIM ELEV. 316.31 1/2 INCH IRON ROD FOUND LOT 3A BLOCK „V„ q CREPE MYRTLE • •A' • . J• • CREPE MYRTLE ::• � a. CREPE MYRTLE LOT 3C —R d CREPE MYRTLE tl? D FOUND tee NORTit RIM ELEV. 310.75 20' PUBLIC UTILITY 0. lip � r �S LOTS 4 -9 BLOCK PI T 1/2 IRON ROD FOUND 30' OAK 0 24' < 12 INCH IR ROD FOUND ON 24" OMf N ta" OAK N� LOT 3 F LAI 9 y 10' PUBLIC UTILITY EASEMENT S r �5 F INCH IRON i FOUND GAK r 10' PUBLIC UTILITY a s Q REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. ® REVISE LOTS 3D & 3C TO 3D -R & 3G -R. n e r Engineer-Ing 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com 9f rF� ALT G. OGERS o . 50833 FOR CONSTRUCTION Cn V UJ (L /i _ = z 0 0 W 5�_ �. U o- F- O >- 0 ,-- W LL °° U) t� W W W C'7 LV J 0 > J pz o U -0::)o Issue Date: 04 -06 -04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: AL 03/09/04 AGR ® n7/13/04 r i (STING CONDITIONS C1 m2 Sheet: 2 of 15 6essne Ing SCALE: 1 = 30 30 0 30 60 90 Feet 12� 1/2 ROD FOUND GL $ , 5 X I,/ V-3 0) APPROXIMATE LOCATION OF 6' WATER LINE 1/2'IRON ROD FOUND LOT 2 BLOCK "V" NORTH RIM ELEV. 303.98 *I Vq �2B�4-05� (q 5' A- '0 11AIV PEDE\S AL 20' PUBLIC UTILITY EASEMENT 1/2"IRON ROD FOUND, \ 'N. 1 iROr4 ROD FOUND S EDO OF CONCRM-- 7. 32 =0 14 0 \A '_0 LO J OA\� for 0 CIO 1 2 0 I 'Cr _Cr 0\ (0 \03 vo 7 - 7 0 LOT 3F \ ms s , 6" WATER LANE 8 INCH IRON D FOUND I 1/2 INCH IRON ROD FOUND REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. REVISE LOTS 3D & 3C TO 3D-R & 3C-R. MOVE FIVE PARKING SPACES 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com 9T. �. r ALT AN. ROGERS ....................... 50833 FOR CONSTRUCTION W W z 0 U) o 0 U) 0 .J UJ LL o W W cyp) 0 0 0 () J 0 Issue Date: 04-06-04 Project Number: 03-0100 Drawn By: RRN Checked By: AGR Revision: AL 03109/04 AGR AL 07/13104 AGR A 08/06/04 AGR LL , I RI 'LOT 3A BLOCK "V" LOT 3C-R 0 C1 03 Sheet: 3 of 15 9 1 v :199gs E zol Nbrld JNIat'IJ 1VNI:J 0 1 7 1 7 80d voi60i90 and V0 16t /LO NOV tioi60iso Q :UOISIAaa aE)d :A8 paNOago N�1t1 :AE] UMBJG 00 60 :.IagwnN 138(O.Id vo /90 /vo :ale(] anssi � c: 0z - -.j 0 r C r rn m m N.. 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TRENCH 6" X 6" WIRE MESH FASTENED TO T -POST SEDIMENT CONTROLL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL -- DIRECTION OF FLOW r . 20" 1 SILT FENCE DETAIL SCALE = NTS EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL WOOD P. 10' 3m MAXIMUM SPACING WITH /h i WIRE SUPPORT FENCE WIRE SUP OTFMENCECING WITHOUT FLOW 12" MIN. (300mm) 20 D 1N mm OCK (( �9 MAX. STORA PHT 8° 12 MIN. (300mm) , TRENCH DETAIL INSTALLATION WITHOUT TRENCHING NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE NOT TO SCALE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9° (225mm MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE DETAIL SCALE = NTS NOTES: 1) STONE SIZE SHALL BE 1 1/2 TO 3 1/2" DIAMETER (ASTM D448) PLACED ON MARIFI 700x FABRIC. 2) DRESS WITH ADDITIONAL STONE AS NEEDED. 3) STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD INTO PUBLIC STREETS. CONSTRUCTION EXIT SCALE NTS INSTALL SILT F i i 1 i M Gessner Ensin nng 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com (ALTO E OF . r e _L SILT FENCE ®....:.. �G. ROGERS 50833 ....�� FOR ND OF SILT FENC CONSTRUCTION v \ � n W W V Q-, T CL Z 0 L.L. Q Cl!' c) CJ Q -1 W LL WW W MW _.J 0 Oz O J ::) U Issue Date: 04 -06 -04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' 0 03/09/04 AGR e -�• a.. 07113/04 AGR AND PROPERTY LINE. 24' W. .EXIST. PVMT.• 4 . NOTES: 1) STONE SIZE SHALL BE 1 1/2 TO 3 1/2" DIAMETER (ASTM D448) PLACED ON MARIFI 700x FABRIC. 2) DRESS WITH ADDITIONAL STONE AS NEEDED. 3) STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD INTO PUBLIC STREETS. CONSTRUCTION EXIT SCALE NTS INSTALL SILT F i i 1 i M Gessner Ensin nng 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com (ALTO E OF . r e _L SILT FENCE ®....:.. �G. ROGERS 50833 ....�� FOR ND OF SILT FENC CONSTRUCTION v \ � n W W V Q-, T CL Z 0 L.L. Q Cl!' c) CJ Q -1 W LL WW W MW _.J 0 Oz O J ::) U Issue Date: 04 -06 -04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' 0 03/09/04 AGR ® DISTANCE BETWEEN ROADWAY 07113/04 AGR AND PROPERTY LINE. ADD CONSTRUCTION EXIT DETAIL. 0 EROSION CONTOL PLAN C2.3 Sheet: 6 of 15 GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. NORTH RIM ELEV: 303.98 1 /2" IRON ROD FOUND GL MANHOLE TO BE- INSTALLED BY OTHERS 8" SS TO BE, INSTALLED BY OTHERS INSTALL 90' MJ BEND SEE SHEET C4.1 NOTES E.14. AND E.5. 0 1 0 INSTALL 8X8 MJ TEE, - 6X8 MJ REDUCER CI TY OFOCS D U FIRE HYDRANT ASSEMBLY Cp- EXISTING FIRE HYDRANT e 8" F OUT- cS" F IN: 294.: PROPOSED 15' PUE w ' W kc POSED 10' NU F AND IN 3 WATER METER IN EASEMENT � p \ PROPOSED 15 , PUE i ,,�� 41 \ 35 c LI NE INSTALL 11.25' 6" WATER MJ ELBOW \ ADCG O t O Iti1 i P T L - s F r 0 0 0 ) 4 0 BLOCK "E" SEE SHEET C4.1 NOTE E.1. 308.70 NORTH RIM 1/2" IRON ROD FOUND 20' PUBLIC I )TILITY F SEMENT \ INSTALL 6X3 MJ TEE W/ VALVE\ 3 .75 ----- / / / 1 / / i r /' / \� E .•►W"� PROPOSED 10t. PU �,�., ■Yy�• 6„ W'ER LINE 2--Z 117 5 N � A 50 U , 6& r o S �0 PH 1-01 3 E F APPROXIMATE LOCATION OF 6" WATER LINE I /2" IRON ROD FOUND 0 X X 535 F Q 1 � 0 .a INSTALL 90 MJ BEND MANHOLE TO BE INSTALLED BY OTHERS CA71 V \ PEDESTAL 6 F / ter'• / ck V 1/2" IRON ROD F')UND INSTALL 1 1 -1 /4 & 90 MJ F 1 / 2 INCH IRON \ ROC) FOUND STALL 6X6 MJ TEE W/ 6X8 MJ REDUCER \ °t 7 N / w e APPROXIMATE LOC. OF EXISTING 6" WATER LINE —\ 1 i INSTALL 8X8 MJ TEE, 6X8 MJ REDUCER & STANDARD CITY OF CS FIRE HYDRANT ASSEMBLY 9 �O ` - 3 V 1v 10' PUBLIC UTILITY EASEMENT G� H PSG � C 9 ,4� 5/8 INCH IRON ROD FOUND \ \ © REVISE DRIVE AT NE CORNER \ OF PROPERTY TO MAINTAIN 10' \ DISTANCE BETWEEN ROADWAY \ AND PROPERTY LINE. \ \ & REVISE WATERLINE PLAN. IN TH M ELEV: 3 0.75 REVISE WATER LINE LOCATION AND IN U MJ GV \ ADD PROPOSED UTILITY 0' \PUBLIC 'UTILI EASEMENT EASEMENTS. IN TAL� 6X6 MJ TEE LOTS 4 \ BLOCK 1/2 INCH i RON ROD FOUND rMu rVJCU %.lull IVVRJ BUILDING OFFSET LINE WATER LINE �yy� SANITARY SEWER LINE 5 -- SILT FENCE EASEMENT �, N l� N Lessner Enveneering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com �E o f rF ALTON G. ROGER a. FOR CONSTRUCTION U) W w w Q a a ry LL o �- a J �_- w LL 00 co C� UJ W MW J > ..J a o zo U Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: 03/09/04 AGR ® 07/13/04 AGR ® 08/16/04 AGR n UTILITY PLAN ■ Sheet: 7 of 15 N L:� � Cp '6 0 NORTH RIM ELEV: 316.31 INSTALL 6X6 MJ TEE, 6 MJ GV, \ & 6X8 MJ REDUCER PRO END 10 P 001 ` \ -E i P0V / a I Boa l _ CIA INSTALL MJ 9 90 BEND F - 3 V 1v 10' PUBLIC UTILITY EASEMENT G� H PSG � C 9 ,4� 5/8 INCH IRON ROD FOUND \ \ © REVISE DRIVE AT NE CORNER \ OF PROPERTY TO MAINTAIN 10' \ DISTANCE BETWEEN ROADWAY \ AND PROPERTY LINE. \ \ & REVISE WATERLINE PLAN. IN TH M ELEV: 3 0.75 REVISE WATER LINE LOCATION AND IN U MJ GV \ ADD PROPOSED UTILITY 0' \PUBLIC 'UTILI EASEMENT EASEMENTS. IN TAL� 6X6 MJ TEE LOTS 4 \ BLOCK 1/2 INCH i RON ROD FOUND rMu rVJCU %.lull IVVRJ BUILDING OFFSET LINE WATER LINE �yy� SANITARY SEWER LINE 5 -- SILT FENCE EASEMENT �, N l� N Lessner Enveneering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com �E o f rF ALTON G. ROGER a. FOR CONSTRUCTION U) W w w Q a a ry LL o �- a J �_- w LL 00 co C� UJ W MW J > ..J a o zo U Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: RRN Checked By: AGR Revision: 03/09/04 AGR ® 07/13/04 AGR ® 08/16/04 AGR n UTILITY PLAN ■ Sheet: 7 of 15 N L:� � Cp '6 0 NORTH RIM ELEV: 316.31 INSTALL 6X6 MJ TEE, 6 MJ GV, \ & 6X8 MJ REDUCER PRO END 10 P 001 ` \ -E i P0V / a I Boa l _ CIA rOMIT11 GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. , W&W HMIT11 1 +50 315 FFE = 310.50 310 310 MINIMUM DEPTH OF 305 5 AT SERVICE END 305 SE SHEET C4.3 FO CONSTRUCTION DETAILS 300 PROPOSED 6" SS SERVICE LINE TING (SDR -26 PVC PIPE) ,FXI 8 SE LINE 295 295 290 290 Z i w ~ g w z (n J z 0 W V H m Q H 0 W 1— Q En a v cp O� to t�t�N Lq O^ O M LO r` Oto M 'n 0 0000) OM 00 + + + + + II II O U 0 II D II in 1411II11 0 +50 PROFILE VIEW V. SCALE = 1:5 H. SCALE = 1:40 f ✓ L 'J } 00 n Cy l CA N; N C? co Z� 0 2 Z �y n n Cb C ': Y � C CD Q C 1'' G M A REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. A REVISE SEWER LINE SIZE. 3 � r 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com �P�� OF J•F� .... ALTOT G. ROGERS .. ................... 4 FOR CONSTRUCTION W or � U) > a0 U) ry I n �— Q °�w wow c+e) W J 0 11-- > V o ?o Issue Date: 04 -06 -04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: A 03/09/04 AGR A 07119/04 AGR 0 0 SAN. SEWER PLAN C3.2 y = O 1 +00 Sheet: 8 of 15 11111111�5- LIJ � o to 42' -0' y 4'-0" 48 -4 cn �O� 247 -4 N -4 N-" 1824 -0 RORT INS R14f eL - LOT 3E, B K V ?os "Ml av 3ro,s 37 - 4 , 6 UNIVERSITY RK — PHASE II O L 1 00 3� P L' " W 7 77: � r ' �1 EW M OTE� 00 to R EE f A -02 FOR J 4 i� 1 PROVIDE ox BQk. ST OR ; — WOOD CONSTRUCTION TRUCTION ACCESSIBLE PARKING 6 T cc �? STq�L 6 AT EA C EXTEr�I(�,R 7 GUEST RO0��5 DETAILS, RAMP DETAILS CS F M✓ 8x' ¢ w (._"I ks MJ DOO{ ND AS REQUIRED c _ AND SIGN DETAILS REQ BY RE DEPARTMENT r �E .50 _ q SLOPE CURB RECESS P'AVINIC3 AS REQ'D �_' Rq 7r, __ >= FOR DECORATIVE PAVING R(71 o T O r , 4 , -3 " 4 LANDSCAPE ,O 6 WA 6' WALK 6' IWALK o WALK I 1 6 WALK 0 R L.S. `� ./ J I_.S. CO E ED D IVE_ I R L_::a. I I `�0 a* gyp,, O C L. S Ak I WITH D CORA IVE P I G g1b Z CS -0 36' -0" 13' -0" 36' -0' 5 9' 9 �0 52' 0" �� 5 ' -0" �`� 9' 9 9' 36'- 35' -0" 24' 1 0" 72'- F 9 - 0 54' -0" F "1 52' -0 L. S. 2 -0 54 -0 14 -0 54 -0 1 0 L, Art \ o a O FOOT FIRELANE _ _ �'' / I An r'�, 20 FOOT F IRELANF / - - I R1 A f �" _ / ry 11 o _. 3 " L - S.o L 1— - -_ 3 +� 00 6" ATER INE N W _ W Vhi W W � 1 _ • O E (D-41 3p 0 � 0 41J 1 , 0 80 0 1 .30 f+ Mq � lVp / NS 8404 Tp �° c / /Vl , C Fp I 00 �. eY H mE '444 Or ON FR W N o � cf) / 6 6� 0-00 0-50 1 +00 1 +50 2 +00 2 +50 315 /EXISTING GROUND SURFACE / � ST q�G Y � � F qR0 B C YpR '�HT 3 +00 /NST q<< 8� Oq ?4. 04 k 3 +50 PROPOSED P OF PAVEMENT 310 MAINTAIN 4' COVER MAINTAIN 2' VERTICAL Sl N vaw M _ pgCJ 6" WATER SU ir C I DC 300 6 "X8" 6" 90' MIJ BEND 24 ' - Oln -r J ear nff STA 0 +3.35 00 College Station, Texas 77840 X 1 I Rpp 3 �a , r o O N� o Ca OO N �U�Nd�' O Q Z d r d� .- N N O N Q �� 0 ai t co o w �o � ccv r o_ I N1 o;j`�� S ++.n It 0 II II �r !_f " o z < / EXISTING 11111111�5- LIJ � o to 42' -0' y 4'-0" 48 -4 cn �O� 247 -4 N -4 N-" 1824 -0 RORT INS R14f eL - LOT 3E, B K V ?os "Ml av 3ro,s 37 - 4 , 6 UNIVERSITY RK — PHASE II O L 1 00 3� P L' " W 7 77: � r ' �1 EW M OTE� 00 to R EE f A -02 FOR J 4 i� 1 PROVIDE ox BQk. ST OR ; — WOOD CONSTRUCTION TRUCTION ACCESSIBLE PARKING 6 T cc �? STq�L 6 AT EA C EXTEr�I(�,R 7 GUEST RO0��5 DETAILS, RAMP DETAILS CS F M✓ 8x' ¢ w (._"I ks MJ DOO{ ND AS REQUIRED c _ AND SIGN DETAILS REQ BY RE DEPARTMENT r �E .50 _ q SLOPE CURB RECESS P'AVINIC3 AS REQ'D �_' Rq 7r, __ >= FOR DECORATIVE PAVING R(71 o T O r , 4 , -3 " 4 LANDSCAPE ,O 6 WA 6' WALK 6' IWALK o WALK I 1 6 WALK 0 R L.S. `� ./ J I_.S. CO E ED D IVE_ I R L_::a. I I `�0 a* gyp,, O C L. S Ak I WITH D CORA IVE P I G g1b Z CS -0 36' -0" 13' -0" 36' -0' 5 9' 9 �0 52' 0" �� 5 ' -0" �`� 9' 9 9' 36'- 35' -0" 24' 1 0" 72'- F 9 - 0 54' -0" F "1 52' -0 L. S. 2 -0 54 -0 14 -0 54 -0 1 0 L, Art \ o a O FOOT FIRELANE _ _ �'' / I An r'�, 20 FOOT F IRELANF / - - I R1 A f �" _ / ry 11 o _. 3 " L - S.o L 1— - -_ 3 +� 00 6" ATER INE N W _ W Vhi W W � 1 _ • O E (D-41 3p 0 � 0 41J 1 , 0 80 0 1 .30 f+ Mq � lVp / NS 8404 Tp �° c / /Vl , C Fp I 00 �. eY H mE '444 Or ON FR W N o � cf) / 6 6� 0-00 0-50 1 +00 1 +50 2 +00 2 +50 315 /EXISTING GROUND SURFACE / � ST q�G Y � � F qR0 B C YpR '�HT 3 +00 /NST q<< 8� Oq ?4. 04 k 3 +50 PROPOSED P OF PAVEMENT 310 MAINTAIN 4' COVER MAINTAIN 2' VERTICAL Sl N vaw M _ pgCJ 6" WATER SU ir C I DC 300 6 "X8" 6" 90' MIJ BEND 305 300 r ��LWATER L ,•.' ti 8" 90' MJ PEND OM tt N nM 3 +50 PROFILE VIEW H. SCALE = 1:40 V. SCALE = 1:5 I� 4 +00 qpp 6 w S T�V grF �o gTF G C r FgS � M EN T 4 °Ts P/ /-' 0 EXISTING FIRE HYDRANT ft;r 1 % E ,IN POINT 4 +50 INSTALL 6 "X6" MJ TEE, 6" MJ GATE VALVE, & 6 "X8" MJ REDUCER\ MEN SUPPLY LINE C - qo SDR 26 PVC ARY SEWER ELEV. 30 .8 Cq 0 0 + � II II U) U- 4 +00 NO (0`00 On 0p-JNn C'4 oW 4 o C 2 +Wnn II II 0 11 II �U- U) dNU- W W N sx N O 1.6 `� _0) ++. �nM g II II Oi ZFU- 4 +50 ft ftft . . i 1r3i i, i .,.nn 315 rzer -r J ear nff STA 0 +3.35 W U W 0 College Station, Texas 77840 310.33 3 �a 979.680.8840 (Phone) r o O N� o Ca OO N �U�Nd�' O Q Z d r d� .- N N O N Q �� 0 ai t co o w �o � ccv r o_ F0 n 000 + nn 0'-Oo + On +��ntoK) n +J�-nt C j '+ N N ++.n It 0 II II 11 11 II It II ►► II 11 11 W Q STA 0+ 19.28 / EXISTING 0+00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 GENERAL NOTES MAINTAIN 4' COVER 310 1. ALL WATER AND SANITARY SEWER CONSTRUCTION 310 SHALL BE IN ACCORDANCE WITH BCS UNIFIED STA 0 +45.34 DESIGN GUIDELINES AND STANDARD SPECIFICATIONS 308.95 AND DETAILS. STA 0+45.34 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. 308.45 305 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE 305 WITH THE BRYAN COLLEGE STATION STANDARD 6 "X3" MJ TEE WATER AND SEWER DETAILS. T)ZZ�I 305 300 r ��LWATER L ,•.' ti 8" 90' MJ PEND OM tt N nM 3 +50 PROFILE VIEW H. SCALE = 1:40 V. SCALE = 1:5 I� 4 +00 qpp 6 w S T�V grF �o gTF G C r FgS � M EN T 4 °Ts P/ /-' 0 EXISTING FIRE HYDRANT ft;r 1 % E ,IN POINT 4 +50 INSTALL 6 "X6" MJ TEE, 6" MJ GATE VALVE, & 6 "X8" MJ REDUCER\ MEN SUPPLY LINE C - qo SDR 26 PVC ARY SEWER ELEV. 30 .8 Cq 0 0 + � II II U) U- 4 +00 NO (0`00 On 0p-JNn C'4 oW 4 o C 2 +Wnn II II 0 11 II �U- U) dNU- W W N sx N O 1.6 `� _0) ++. �nM g II II Oi ZFU- 4 +50 ft ftft . . i 1r3i i, i .,.nn 315 rzer ear nff STA 0 +3.35 College Station, Texas 77840 310.33 PROPOSED TOP OF GRADE 979.680.8840 (Phone) F STA 0 +19.28 BM 2� � My www.gessnerengineering.com � p (4 308.45 GROUND SURFACE FFE = 310.50 STA 0+ 19.28 / EXISTING 308.95 MAINTAIN 4' COVER 310 310 STA 0 +45.34 308.95 STA 0+45.34 3" 45' MJ BEND 308.45 305 305 3" PVC FIRE LINE 6 "X3" MJ TEE �I? —z1 Pc5 T)ZZ�I 300 300 MINIMUM DEPTH 5' 0 SERVICE END 295 295 290 290 w z J Jul W i D ~ J V� oU� w PROFILE VIEW �3 w' X to- 0 to M + t° H. SCALE = 1:40 + "� 0 W--J Q w V. SCALE = 1:5 �Q c J "in" ra n `1. Q REVISE WATER LINE. OF ALT G. ((( ROGERS 50834 : �4 FOR I CONSTRUCTION VJ W W W cn ■®a M 1 0 U) 5V Il U a. ~' 0 U) Q w LL °� C/) o Lj W W (y) UJ _! 0 II...> — J o z0 CJ J U Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: © 07/19/04 AGR AL )TABLE WATER PLAN C3m3 Sheet: 9 of 15 G R IJ Lr.+ rzer ear nff 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 /HSRTiy R� TA(� 979.680.8840 (Phone) F 979.680.8841 (Fax) BM 2� � My www.gessnerengineering.com � p (4 G R IJ Lr.+ 6� es s ner Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com 1 % ALT /NG. ROGERS ......................... 50833 Q r FOR CONSTRUCTION C-7 C1.17 rn n c t C' 0+00 0+50 ,:)- - 0 C) �' C11 UJ W W w Q� Mr n I z U) 0 ry < 1+00 1+50 2+00 < ry () 0 r- 0 > - W GENERAL NOTES 0 J F- UJ 0 1. ALL WATER AND SANITARY SEWER CONSTRUCTION UJ W W SHALL BE IN ACCORDANCE WITH BCS UNIFIED M UJ J DESIGN GUIDELINES AND STANDARD SPECIFICATIONS 0 11-- > J AND DETAILS. OZO J :) u 1+00 Sam 1+50 2+00 Checked By: AGR 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. Issue Date: 04/06/04 Project Number: 03-0100 Revision: �L 07/19/04 AGR A 08/16/04 AGR 0+00 0+50 PROFILE VIEW H. SCALE = 1:40 V. SCALE = 1:5 AREVISE WATER LINE. ADJUST WATER ELEVATIONS. C304 Sheet: 10 of 15 A , I rAIMATAI n�r'n A . r%n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROFILE VIEW .......... . H. SCALE = 1:40 V. SCALE = 1:5 GENERAL NOTES V V 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SANITARY SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. 7/2"IRON ROD FOUND % I kk■ GL TO BE INSTALL ANHOLE By O THERS 8" SS TO BE INSTALLED 13Y OTH INSTALL 90* MJ BEND, SEE SHEET C4.1 NOTES E. 14. AND F �cr F A� Cr NORTH RIM ELEV. 3V�� GO S S 8 5 1 fo -51 b 5 W IN 0 U P - 2-94.32 D-A"' 6VA OAK 1 \29175 151 PUE 09 X VN A 'SN' C)2 'p00\- 20' / PUBLIC UTILITY EASEMENT 7 "-)" IRON ROD FOUND� 308.70 NORTH RIM INSTALL 6X3 MJ TEE W/ VA Ci AND INSTALL 3- WATER METER IN EASEMENT PROPOSED 15$ PUE INSTALL 11.25' Q \3) MJ ELBOW 2 -- AEDGE OF JONCRETIE S 1 Z-9 C-A 0 Sl n V ', A \ 10 Ir mom= 00 0 " 1 E LN P3 ��A (JR ". �n2 \ " O r N�� , I G, INSTALL I I - 1/ 8C go MJ 50.4 6" WA PROPOSED 10' pU • e d 0 r. I U11 1+K5n RE TAA X-- 6X8 & S A NORTH RIM ELEV 310.75 INSTALL 6 W GV 20' PUBLIC LITILI EASEMENT I ... .................. ...... INSTALL 6X6 MJ T D 0 AREVISE WATER LINE, TE 10 A REVISE WATER LINE. 3 BLY r A> 6 e ssner r Hug 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTO G. ROGERS ....................... -V - .P-*. 50833 FOR CONSTRUCTION U) co LJ co W 1— � Q X :D z U) 0 < F- U) 0� 0 j w M- o LL U) Uiry W C,e) UJ j 0�. > I pz 0 U J=)U Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: 4L 07/19/04 AGR A 08/12/04 AGR A A F0 MOWN C3051 Sheet: 11 of 15 -t 315 316 C'� 310 PROPOSED TOP OF PAVEMENT EXISTING GROUND SURFACE :7E MAINTAIN 4' COVER INSTALL 11.25! Z6' - 11.25' BEND 305 BEND 6' - 90' BEND 305 INSTALL 11.25' BEND 6 " X3" MJ TEE 6" WATER SUPPLY LINE W/ VALVE INSTALL W MAINTAIN ' 2 MINIMUM BEND 300 EEpM:ER V VERTICAL SEPARATION SDR 26 PVC SANITARY SEWER SERVICE 300 295 295 --4 aK8" S 26 PVC SANITARY SEWER 290 290 W Z -i Li z a: W W CL a. LJ to 3: 00 W � ) C14 z W z W W a- W 0 g 11 M M W a 4 co z 0 u) N Z"O � r n cpN; 4 0 P, �� ;) 0 C\1 0 -0 (D 000 0 M ZO 00 0 W 0 0) 1 to z 0) Lo W r- U) O q W z to - N -i K) C (n 0 + M Ui 1 t- C-4 C30, (0 r- 0) OWN a r- 06 00 0 0 't 0 00 cn'q 000) RmNr' 0) re) on 00 a Li 0 0 C z + o) 00:0 0 O)OD000) 000 n N + to K) n + tn V) N + 00 0 n to nn + NLJQ r) r") n +U)n OQ N 00 000 K)n + L� VM + 0)9)-0 0 W) K) + + + to 0 00 1 11 0 11 Z 11 11 11 N 11 11 11 11 N 11 11 11 0 C 0 a- 11 11 11 It 1 * 0-11 < 5R �i < 6 • < <- < 0- -1 a. - P P i (L -j < P < 0 � <0 < i z M 0 a - po- -i < 0 r tn vW W CD F- L- NX qW qW LL. I-- W LJ �ijp LL �&pu. �; p (L 2 p 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROFILE VIEW .......... . H. SCALE = 1:40 V. SCALE = 1:5 GENERAL NOTES V V 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SANITARY SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. 7/2"IRON ROD FOUND % I kk■ GL TO BE INSTALL ANHOLE By O THERS 8" SS TO BE INSTALLED 13Y OTH INSTALL 90* MJ BEND, SEE SHEET C4.1 NOTES E. 14. AND F �cr F A� Cr NORTH RIM ELEV. 3V�� GO S S 8 5 1 fo -51 b 5 W IN 0 U P - 2-94.32 D-A"' 6VA OAK 1 \29175 151 PUE 09 X VN A 'SN' C)2 'p00\- 20' / PUBLIC UTILITY EASEMENT 7 "-)" IRON ROD FOUND� 308.70 NORTH RIM INSTALL 6X3 MJ TEE W/ VA Ci AND INSTALL 3- WATER METER IN EASEMENT PROPOSED 15$ PUE INSTALL 11.25' Q \3) MJ ELBOW 2 -- AEDGE OF JONCRETIE S 1 Z-9 C-A 0 Sl n V ', A \ 10 Ir mom= 00 0 " 1 E LN P3 ��A (JR ". �n2 \ " O r N�� , I G, INSTALL I I - 1/ 8C go MJ 50.4 6" WA PROPOSED 10' pU • e d 0 r. I U11 1+K5n RE TAA X-- 6X8 & S A NORTH RIM ELEV 310.75 INSTALL 6 W GV 20' PUBLIC LITILI EASEMENT I ... .................. ...... INSTALL 6X6 MJ T D 0 AREVISE WATER LINE, TE 10 A REVISE WATER LINE. 3 BLY r A> 6 e ssner r Hug 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTO G. ROGERS ....................... -V - .P-*. 50833 FOR CONSTRUCTION U) co LJ co W 1— � Q X :D z U) 0 < F- U) 0� 0 j w M- o LL U) Uiry W C,e) UJ j 0�. > I pz 0 U J=)U Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: 4L 07/19/04 AGR A 08/12/04 AGR A A F0 MOWN C3051 Sheet: 11 of 15 (14-nn r)4.-r%n A . CP 315 ■ m > > ~✓ > J U )+UU IQ 310 r7, 0 0 0 0) M v 315 U� >; rQ MK- m M 310 EXISTING GROUNI SURFACE PROPOSED TOP OF PAVEMENT 0 305 305 C) CD 0) 00 INSTALL 90' BEND 6"x6" MJ TEE 0 ;;d m MAINTAIN 4' COVER INSTALL 90! BEND 300 6" WATER SUPPLY LINE 0 m m = Z: < 0 300 > Z: m (f) (10 0 6" WATER SUPPLY LINE > 295 zi z 295 290 290 UJ z -J a- 0- D GENE 0 0 LO LO 00 0 od C� 0 00 00m In n 00; i wc6 0 14. 100 00m F.: 0 AL + + f-n V) CN + n + M Cq 0 + SHAL p- U- 6ipto;�? L L- DESIG 0+00 0+50 1+50 2+00 PROFILE VIEW V. SCALE = 1:5 H. SCALE = 1:40 1 10 .Z ly M tZ,00J�� N CJ -ip 'y_ - C17 -Y Ulu eano -j& >iovp N I —f"f% 1+00 C� 2+50 3+00 -A Gj1 -A f --t _-y ly C) A7 _C) Y z 0 0 Z' 6- Q0 00 cn CD f A 4- C-S ----------- SF ------- ------ ss1 vz NOW 6 W, �T E �R� L IFN;l 0 0 ' 0' VtO 35 - 10 4�- `. . o cO .. \' i ? fib 0 6" FEM N) ' C) 0 T 18' -0" 6'-0" 33 I" "L 11'. ,-- LAN - .)k-APE z 0 _9 W V� ,\ 'T7 � � t. ( M, C! m 4h. C m 00 mg -;h. z > M 0) - 0 C4 C) 0)1 > O'n m z to 10 cr, 0 0 1 r � 0 5r,, W i 'D A7 Gv RAL NOTES L WATER AND SANITARY - BE IN ACCORDANCE V N GUIDELINES AND qTA AND DETAILS. 2. SEE SHEETS C4.1 C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. A) > - n C) e7 C l n7 0 0 = �'' �' o C) y co � � O ,0 r- ■ m > > ~✓ > J U m IQ / r7, 0 0 0 0) M v o 00 00 U� >; rQ MK- m M M M > 0 C) CD 0) 00 0 ;;d m (JI 0 0 m m I" "L 11'. ,-- LAN - .)k-APE z 0 _9 W V� ,\ 'T7 � � t. ( M, C! m 4h. C m 00 mg -;h. z > M 0) - 0 C4 C) 0)1 > O'n m z to 10 cr, 0 0 1 r � 0 5r,, W i 'D A7 Gv RAL NOTES L WATER AND SANITARY - BE IN ACCORDANCE V N GUIDELINES AND qTA AND DETAILS. 2. SEE SHEETS C4.1 C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. A) > - n C) e7 C l n7 0 0 = �'' �' o C) y co � � O ,0 r- ■ m > > ~✓ > J U m > 0 r7, 0 0 c) P': 0) M o 00 00 U� >; MK- m M M M > 0 C) CD 00 ;;d M (JI 0 0 m = Z: < 0 > Z: m (f) (10 0 > zi z < 0 ■ m > > ~✓ > z r `1 > :< M r7, 0 0 c) P': o 00 00 U� >; MK- -T3 > PROFILE VIEW V. SCALE = 1:5 H. SCALE = 1:40 Q1 4 Jt C (5) A,) b S Q�l 5 11 ) G-) "*4 M Z .-A 50 k 1712 Southwest I College Station, I P.O. Box 10763, -, 979.680.8840 (Pt 979.680.8841 (Fa www.gessnerengi • FOF CONSTRIL C 0- ) J : Issue Date: 04/06/04 Project Number 03-0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 A OTABLE WATEF ARF=Vl.qP %AL&T1=D 1 IKIC: C3N Sheet: 12 of 0+00 A . G A 4 . nA ■ W � o 00 00 U� C13 We L C 0- ) J : Issue Date: 04/06/04 Project Number 03-0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 A OTABLE WATEF ARF=Vl.qP %AL&T1=D 1 IKIC: C3N Sheet: 12 of 0+00 A . G A 4 . nA 9 6 J � :19egs o vo S31ON - I` IJ3N39 • O NOV 17016L /L0 Q ac)d :Aq pa)l3au0 Nb2l :AE] UMBJa 00 1. o - Eo :jagwnN 10 fro /9O310 :ale(] anssl NOuonf iSNOO �JOJ 583508 • 9 011d sbx�l . 30 . 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Vu ' H -jo aaag} uoijoeal ao 919aouoo jo spaeA oiqno 5L Aaana ueNel eq leegs saapuilAo £ j0 6uilsisuoo jas Isal y ' l,O£ IOy glint aoue pa000e ui aq ll 919aouoo agj jo luauaaoeld pue uoilepodsueal 'Z '% 5 0l £ uaaMqaq aq Ilegs aie peuiealue jo 96elueoaad agl • l, 0£ pUe V iZ IOV ql!m Alduaoo Ieegs sexiva ajaaouoo IIy •slepejeua snoilelugweo lelol agR 10 % OZ paaoxe IOU I l gs All 10 o6elueoaad uanuaixeua agj `u6isap xiva agj ui pasn S1 gse All 11 'sgIuoua Z 1, ISel agl fulgllM ££o UV1Sy glint eouep000e ui palsal uaaq seg a}e6aa66e agj legl 6u4PJ90 `a99u16u3 ag} 01 Mainaa 401 su6is9p xiva Iivagns ilegs aoIoealuOO 9g1 •60 1,0 ao 6£O VU1S`d gjim aouepa000e ui isd 000-V jo gl6u9als anissaaduaoo Cep -gZ a aneg Ilegs 919J IIy • l, Juauaaned 919J •0 "Al!0 94101 papinoad eq Ilegs edel nl 9qI jo Adoo y 'poglaua uannoen ao aajeM agj Ag aaglia palsal jeal eq pinogs selogueua IIy 'suolle6 (5ZZ) aneg- AIuaMq paapung omq paaoxe IOU Isnua sauii P9191 WOO uo uoiaeallilx3 ' aouepdaooe of aoiad palsal laapueua `adid Ond J! `pue paloadsui nl `uoileallpa aol palsal aq leegs sauil aameS 6ui }s91 aui aaMaS - 4 UOIIelleIsul auilaaIPAA MaN '3 :Isal O1IeIsoapAH aullaaIeM °0 Iea ao ueua aalemalsem 6u ijs!xa eq j. jo l l poeq pue 6uippaq agj ganls!p of IOU pepaxe eq llegs :ao Aa9n3 •leaalel ao uieua aa#emalsem 6uilsixe agj uaoal `Alleluoziaog paanseew `Aeme 1991 anon. Iseel le pue `Alleoi:aan paanseaua `leaajel ao uieua aalemalsem 6uiIsix9 agj anoge 1991 oml Iseel le paleool eq Begs euilaalem algelod mau agj `6uiNeal IOU s1 leaajel ao uieua aalemalseM 6uilsixe agj jegj auivaaalap of alge si (sexe i jo ajels agj ul pasuaoil) aaaui6ua leuoissajoad pasuao!I agj pue leaajel ao u!eua aa}emalseM palea aanssaad ao aanssaad -uou `6uilsixa ue slalleaed euilaaleM algelod Mau a aaagiA•g •leaalel ao ulew aa}emalsem agj uaoaj `AIIejuozuog paanseaua `Aeme 1991 anol Iseel le pie `Alleoi:aan paanseew `leaajel ao uieua jajema}seM agl anoge 1991 oNq Iseel le pa}eool aq leegs euilaa }em algelod Mau agj "adid pajea aanssaad isd 091, Iseel le jo palonalsuoo eq IIegs leaajel ao uieua a91em9}seM agI `meal a91em9lsem Mau e slalleaed evil aalem elgelod Mau a aaagM •q •sagoual ajeaedas ui pallelsui eq Ieegs sauil Align lelleaed uaaol jegl slea }e l ao suieua aalemals pue sauii uoiingialsip aaleM algelOd•V •saoaid anijoadsaa agj jo goea jo eoejans apislno agj uaoal paanseaua eq leegs seoue }sip uoileaedes IIy •saij!Ipej uoijoelloo aalemalsem of suoijoaalp Ile ui 1991 auiu uegj pasolo ou pallelsui eq llegs Aagj `pajonajsuoo aae sauil uoiingialsip aalem algelod Mau uagM '£ 'spaepueIS 0090 VA WV V ui pagpeds se Isal aftieel pue aanssaad e ssed Isnw leaajel a0 uieua aalemalseM agj pue auilaaleM agj gJo8 •papinoad aq Ilegs leaajel ao uieua aalemalseM agj pue euilaaleM agj uaemlaq loot auo jo aouelsip wnwiuiw ajnlosge uy •sluiof leoiuegoaua ql!m adid leafs ao uoai alllonp jo pajonalsuoo eq leegs auilaaleM agj `leaalel ao uieua aaIemaIseM e aapun sassoao euilaaleM Mau a uag/A•Z 'adid pajea aanssaad isd 0g I Iseel le g1im (lejol 19919 1,) suoiloaaip gjoq ui 1991 auiu Iseel le aol peoeidaa eq llegs j! `6u!Neai 10 su6is smogs ao pagan }sip si leaalei ao uieua aalemalsem 6uiIsix9 ,9411 •Ieaalel ao ulew aalemalsem agj agj jo sluio f agj uaaMgaq paaajueo eq leegs 6uissoao agl `algissod aanauagM •lea91el ao uieW a91eMa9} agj anoge 1991 oMq Iseel le aq leegs euipalem algelod agl •leaajel ao uieua aalemalsem agj 10 auipejuao agj uaoaj AIlejUOziaog 1991 auiu lseal le pie luelsipinbe aae adid euipelem agj jo sluiof agj legl Bons Ieaajel ao uieua a91eM91S M ag} aano paaajueo aq Ieegs adid euilaalem agj jo #uaua6as auo `leaajel ao uieua as ema sent p9jej aanssaad -uou `6uI slxa ue sassoao eui aalem aigelod mau a aaagM • I, •peuie}go uaaq seg evil au} jo uoijoes agj pue `jua6e 6uizipals `snjeaedde `pogjaua agj 10 Ienoadde s,aoloedsul 6u juauadolanaa ag} Iijun peouauauaoo eq IOU IIegs jOaaagj u01joes Cue 10 , 911 agj 10 uo1jez1lp9js •pauielgo si elduaes aa}eM Aaoloelsiles a pun paleadaa eq Ilegs uoilezilpigIs 10 sseooad agj `aaleM jo Alilenb kojoelsilesun smogs elduaes agj 11 •sisAleue aol juaw:pedao gIleaH ajejS agj jo Aaoleaogel 6ulIs91 panoadde ue of pa :4!wgns pue aoloadsul sig ao aa9u!6u3 agj jo uoisinaadns agj aapun del algellns e uaoaj (lueapAq aag a g6noagl IOU) uaNe} eq Ilegs uiew pezilpels agj uaoaj as }em jo elduaes y -V •aaum0 agj 10 uieua e uaoal AIpaaip aaleM glint peoeldaa pue adid agj uaoaj pa6aegosip aq Ilegs uoilnlos uollezilpals agj poiaad 6uizilpels agj jo pue agj I •£ •sanog vz uegj ssel IO aol uoijoes adid agj ui uieuaaa of pallivaaad uoilnlos 6uizipels agj pue pasolo eq uagJ Ilegs sanlen IIy •a99ui6u8 agj Aq peuivaaalep esimaagjo se ao •ua•d•d 09 jo auiaolgo Ienpisaa a aleoipui of se Al!luenb Bons ui pue 96aegosip agj }e }uesaad si luebe 6uizillaals agj Iljun pue epsoddo aqj uaaoj paseelaa aa}eM agj pue u01joes agj jo pue auo le peonpoalui eq ilegs jua6e buizilia;91s 9141 •a99ui6u8 agl Aq peuivaaalep se Apiuenb a -glo Bons ui ao •ui•d•d 09 jo junouae agj ui auiaolgo 6uiuiquoo aalem ql!m pell!l aq IIIM Apoedeo aaipa sp jegj os pazillaals 6uiaq auil 10 uoijoes agj olui pajoefui eq IIiM auiaolgo •Z 'uleua s,aaum0 agj uaoa} as }em ql!m auanion aaiJua sj! 6uioeldaa Alalalduaoo `Ino pagsnlj aq llegs evil eq i • L :aanpeooad 6ulmollol auj of 6uipa000e pezilpels Alg6noaogl eq leegs evil agl `asn aol Apeaa `uoijejS 9691100 10 /olio agj 01 aano 6uivan} aol Apeaa apeua pue `palsal `pajalduaoo uaaq aneg Joaaagj suo1139s papeles uppeo ao euil adid aailue agj uegM •pajalduaoo si euil agj pun peddeo ao peNoolq eq Isnua adid jo spue uado posodxe pue s6U1jjq IIy •panouaaq si a91}eua u619a0j Ile jegj os paggems A19AI oa4a aq Isnua Ii `pies 6uiaq si adid 10 luiof goea sy '019 `SNOOa ` alp `SNO!ls `aa:.eua U619J Ile 10 99 JI sanlen pue SBUIIIij `adid agj jo apisui agj daaN of apeua aq Isnua :ao4e /Ca9n3 'uoilipuoo Aaepues a ui pauieluieua aae aalem Alin ql!m joeluoo ui sauaoo goiuM jo eoejans agj `•019 `sanlen `sleia91eua 6uiluiof `s6ui :4g `sedid jo apisui `saanlonals a j g jo sued #eul eas of aaeo asn of paainbaa aq leegs uewNiom `suoileaado uoilonalsuoo agj Guiana su aalem 10 uo1jez1IpgjS •a '6090 paepueIS VAAMV 9411 sluauaaainbaa agj of uaaoluoo Begs pue `palunoua sseag `leas jueillsaa `Apoq -uoai eq Begs sanlen 'MA - JSN itVZZC1 VV1Sy1 spaepuejS agj 01 uaaoJuoo (legs pue OOZ sseio I,Z ?jaS `adid aanssaad (OAd) apiaolgo IAuinAlod eq Ieegs adid auilaaleM IIV '9 'palladxa aie agj pue aalem glint pell!j uaaq seg adid agj jalle aanssaad Isal a6eNeel paigpeds agj ulejuiew of AaessaoaU `J! 10 u01joes panlen Aue ao `adid p!el Almau agj olui pailddns aalem to Al!luenb agl se pauijap si a6eNea 'L •aouemolle pegioads 91 41 ulgPM Si a6eNeel agj pun sJuiof 9AII0919p agj aiedaa pue ajeool asuadxa umo sig le Begs aoloealuoo agl `peij!oeds agj uegj aaleaa6 a6eNeal asolosip aoeld ui adid jo }saj Cue pinogs •g •poiaad anog (tpZ) anon. -AlueN a aano allw aad evil adid jo aajauaeip leuivaou jo goui aad suolle6 (9Z) aniI- AIuanN of lenbe ajea a uegj ssel si a6eNeal agj pun pajdaooe aq IIiM uoilellelsui adid ON •g •peuielgo aae sjInsaa Aaooelsiles pun paleadaa eq leegs }sal agj pue `pap!Aoad aauueua agl ui slepejew punos glint poeoeidaa pue panouaaa eq Ilegs Isal aanssaad sigl jo aouenbesuoo ui paaanoosip S9AIen ao SBUIIIlj `adid aaiIoa1ap ao paVeao `SIUIOf 9AII0919p Auy •sNeaaq ao sNeai Cue ajeool of pajoadsui eq leegs auil adid agj jo a}noa aaijue agl Tsai agj 6uianp slenaalui IV - j ? •pa66nid A114 spaema9:4e pue UOIJeAala Js91461g 10 sluiod agj le `Aaessaoau ji `apew aq leegs sdel `sigl gsildua000e o1 - adid agj uaoal palladxa aq leegs aie Ile aanssaad Isal paijioads agj 6uiAldde aaola8 '£ •sanog (0) anoj aq leegs Isal aanssaad goea jo uoi}eanp agl •aoloealuoo agj Aq pagsivanj aq leegs saalaua pue se6ne6 buipnloui `snleaedde Aaesseoeu Ile pue `uoijoauuoo adid `duand agl •aauueua tiaoldelsiles a ui adid agj of pajoauuoo duand a jo sueaua Aq pailddns eq llegs `UOIIenala JsaMOI 10 juiod agl of paanseaua `aanssaad Isal pegpeds agj pue `aalem ql!m pail!l Almols eq leegs adid jo uoijoes panlen goeEl •Z •96ne6 Isal aanssaad agj jo euipalueo agj pue palsal 6uiaq uoijoes agj jo juiod mol agj uaaMqaq uoilenala ui Ie!Iu9a9 JOI apeua aq leegs paainbaa os luaualsnfpy •goui aaenbs aed spunod 09 i eq Begs paildde aanssaad agj `pajsaj 6uiaq uoijoes Cue ao,4 •Isal aanssaad oilelsoapAq e of paloefgns aq leegs adid piel Almeu 10 uoijoes panlen goea `juauaaned jo luauaaoeldaa agj of ao iad Inq `pel ploeq pue pied uaaq seg adid agj a94y I •aoloadsuI agj Aq asinruagjo pa}oaaip sselun aouesaad sao}oadsu I agj ui pauaao eq pinogs sisal •aoloadsul 6uia99ui6u8 agj Aq pail!oads suoileool le Ilia 10 sagoui g Aaana JOI Is 0009 Aaana jseai le pauaao:aad aq pinogs sisal Aj!suap /aanjsioVy uanuaildo jo %Z+ pue %Z- ueamlaq jualuoo aan}s!oua a le 969 a UV1Sy 6uisn peuivaaalep se Al!suep wnwixew paepuels 1 % 06 uegl ssal IOU 01 AI!Suap a 01 sail „g uanuaixeua ui pajoeduaoo eq leegs pue IeiaaleW pajeneoxa papin!p A19UI . aq Aeua IigNoeq `saanjonals aapun #ou seaae ul •Z •aoloadsu l 6uia99u16u8 agj Aq pegioads suoi}eool le IIij 10 sagoui g Aaana JOI IS 0009 Aaana jseal }e pauaaoped eq pinogs slsa} Al!suaQ /aanlsioVy •jualuoo aanlsioua uanuaildo jo %Z+ pue %Z uaaNaq }ualuoo aanlsioua a }e 869(l UV1Sy Aq peuivaaalep se Al!suep Cap wnuaixeua paepuels 10 %96 Iseai le 10 AIisuap e of „g uegj aajeaa6 #ou soli ui pajoeduaoo eq ilegs pue Iios pajeaaj aauil ao lios papinip Alaug eq Ilegs 11poeq `(sNlemapis buipnlou!) saanjonals pue slaaals pasodoad a apun ' I, IIPO gouaal '8 'paainbaa eq Ilim pos �oolq `juesaad si ssea6 aaagm seaae padolanap ul •pagsilg si gjm0a6 pun paaalem pue pagolnuaoapAq ao pappos loolq Alelenbepe eq llegs uoi}onalsuoo Aq paaeq uaaq aneg aanoo ssea6 pie UOIJeJ969n 6u1js1x9 aaagM seaae Ile `joafoad agj jo uoilaldwoo uodn •9 'pagsilgelse si gjMOa6 u0ijeja6an algejdaooe Mun aoeld ui uieuaaa leegs pue uoilonalsuoo Aq paaeq uaaq seg q:pee legl quail aaljua agj 6uianp pauieluieua pue pallelsui aq Ism saanseaua loaIuoo uoisoaa panoaddy •t •swags 1no agj Aq paaanoo NJOM agj j0 uoilonalsuoo o} aoiad elgeliene auaooeq Aeql se papinoad eq Ilegs aoAanans pasuaoil a Aq pagpeo swags Ino •£ 'seiueduaoo Alililn esigoueal Ile pue `saoloealuoogns pue aoloealuoo agj `aa9ui6u3 aseO pue aoloadsul 6u1a99ui6u3 SAn agj `aaaufte u6isap `aadolanap 9qI 10 aouepualle agj ql!m uoijonalsuoo agj of aoiad plag aq pinogs 6uilaaua uoilonalsuooaad y •Z 'aoueild }o AI!C) agj Aplou uagj pinogs a9aui6ue u61s9p agl •a99ui6ue u6isap agj Aq Ienoadde aol slepejeua uoilonalsuoo pasodoad jo slellivag apinoad Isnua aoloealuoo agj `uoijonalsuoo 01 ao iad ' I SgION Ieaau,a0 •y SEAL WITH 1/8" R JOINT MATERIAL R 4t , ... 0:. ... f4 X METAL KEYWAY DEFORMED TIE BARS PL #4 X 1&'@ 18" C-C LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAIL 5" PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18' O.C. 6" PAVEMENT - USE #4 REBAR @ I&' O.C. LONGITUDINAL JOINT DETAIL SCALE: NTS PAVEMENT DETAIL SEAL WITH JOINT. MATERIAL SMOOTH DOWEL BAR 1/2" 0 @Ie C-C (COATED 314!' W1 HEAVY GREASE) NON-EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE \ DIAMETER TO BE 1/1 6" GREATER THAN DIAMETER OF DOWEL BAR NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL-1 OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS S' PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ IT O.C. 5' PAVEMENT - USE #4 REBAR @ I& O.C. X=6" IN FIRE LANE AND DUMPSTER AREA, 5' IN ALL OTHER AREAS 2 T YPICAL PAVEMENT SECTION SCALE: NTS TRANSVERSE JOINTS SHALL BE SPACED @ 29 C-C SEAL W/ EXPANSION SMOOTH DOWEL BAR JOINT MATERIAL FlW' / #5 X IS"@ 12" C-C (COATED W1 HEAVY GREASE) 1/4"R 01=1 NON-EXTRUDING FILLER ` 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR, C MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND STOP SO END OF CAP IS 1" FROM END OF BAR TO BE SPACED AS DENOTED ON PLANS & ALL RADIUS POINTS, P.C. P.T. AND OPPOSITE P.LS, & ON ALL HORIZONTAL & VERTICAL CURVES 5" PAVEMENT - USE #3 REBAR @ 14' O.C. OR #4 REBAR @ 18' O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. 3 CONSTRUCTION JOINT DETAIL SCALE: NTS NOTE: PLACE METAL DETECTOR TAPE AT 24" DEPTH NOTE. • EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART A ND A AL RADIUS POINTS, P. T 'S AND P. C. 'S. TYPE 19" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. r3 R - 3 R. 1 - A- A " 2% J4 BARS X 8 @ JO" O.C. 5 CURB & SCALE: NTS 3 ' NORETE NOT MORE -1 ;1 6 - - THAN — 16 C. BOTH DIRECTIONS (3 FROM EACH FACE) CURB & PAVEMENT REINFORCEMENT DETAIL 6 SCALE: NTS VARIES l /50 MA SL OPE MIN. 2 SAND CUSHION 3000 P. S. I CONCRETE ONE LA YER IJ BARS PLACED NOT MORE MAN 18" O.C. BOTH DIRECTIONS (3" FROM EACH FACE) 7 - TYPICAL SIDEWALK DETAIL SCALE: NTS TRENCHING 4 Brick Povers wl Detectable Warning Devices 6x6—W1.4xW1.4 WWF u Wing Premissible Construction 0 ° 0 Joint 0 0 000000 Wing (0 Curb Or GENERAL NOTES 0000000 1,; 12 Max. 0 �0 4 1. ALL WATER AND SANITARY SEWER CONSTRUCTION 4 SHALL BE IN ACCORDANCE WITH BCS UNIFIED 4" DESIGN GUIDELINES AND STANDARD SPECIFICATIONS Transition Curb Varies AND DETAILS. 5.�-0' To Meet Ramp (T)lp.) SECTION 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. Typ_ Saw Cut For Exist. Curb 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. PLAN HANDICAP SIGN DETAIL SCALE: NTS TRENCHING OVER FIVE (5) FEET IN DEPTH SHALL COMPLY WITH APPLICABLE LOCAL ORDINANCES AND OSHA SAFETY STANDARDS FOR CONSTRUCTION PROJECTS. IF GROUND WATER IS ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED FOR A DETERMINATION OF HOW TO PROCEED. METAL OR WOOD SHEET PILING, ADEQUATELY BRACED, SHALL BE PROVIDED FOR TRENCHING IN NON HOMOGENEOUS SOILS. CONTRACTOR SHALL SUBMIT A DESCRIPTION OF HIS/HER PROPOSED METHOD OF SHORING. PILING MAY BE OMMITED IF TRENCH SIDES ARE SLOPED IN ACCORDANCE WITH THE FOLLOWING TABLE. SOIL TYPE HORIZONTAL/VERTICAL CUT U) ROCK OR SHALE NO SLOPE REQUIRED 0 COMPACTED GRAVEL 1 2 AVERAGE EARTHLY SOILS 1 1 0 COMPACTED SAND 1-1/2 : 1 LOOSE SAND 2 : 1 TRANSVERSE REINFORCEMENT: #4 BARS @ 18' C-C LONGITUDINAL REINFORCEMENT: #4 BARS @ 18' C-C >c TYPE "D" JOINT T YPICAL REINF. AND JOINT LAYOUT 4 (- SCALE: NTS 6 I/T p" ACKFILL AS PER NOTE #2 OR #3 =-LECT SAND BACKFILL PI <= 12, PASSING #200 SIEVE < 50 UNDISTURBED SOIL PIP O.D. + 1 MIN. NOTE: +2'-U'MA)C 1 . SELECT MATERIAL IS FINELY DIVIDED MATERIAL FREE OF DEBRIS, ORGANIC MATERIAL, AND LARGE STONES, WITH A PI < = 12 AND % PASSING #200 SIEVE <50. 2. REMAINING BACKFILL OF TRENCHES IN NON-STRUCTURAL AREAS (i.e. YARDS, PASTURES, EASEMENTS) SHALL BE EXCAVATED MATERIAL COMPACTED TO A MINIMUM OF 90 % OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT WITHIN 2% OF OPTIMUM UNLESS OTHERWISE SPECIFIED. 3. REMAINING BACKFILL OF TRENCHES IN EXISTING OR PROPOSED STRUCTURAL AREAS (.e. DRIVEWAYS, SIDEWALKS. PARKING LOTS OR AS DIRECTED BY THE CITY ENGINEER) SHALL BE CEMENT STABILIZED SAND UNLESS OTHERWISE SPECIFIED. 4. AL L BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/ AWWA STANDARDS FOR PVC PIPE. 5. AL L BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHAL BE IN ACCORDANCE TO ANSI/ AWWA C150/A21.50. 1 69 60' TANGENT SECTONS (3 BEDDING &. ))) SCALE: NTS BACKFILL MATERIAL LEGEND CLASS OF MATERIAL COMPACTION REQUIREMENTS IDENTIFIER PER ASTM D2321-89 STRUCTURAL NON STRUCTURAL 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 A IV A OR IV B 0 OPT. TO +4% WET OF 0 OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 B 11, 111, OR C @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D558 95% MAX PER ASTM D558 C CEMENT STABILIZED SAND 0 OPT. TO +2% WET OF 0 OPT. TO +2% WET. OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 D IA OR IB 0 OPT. TO +4% WET OF 0 OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE TRENCH FOR PVC PIPE SEWER TRENCH DETAIL _M . 11,W'I M&W TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND IN THE HOUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES — WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (ALL PAVED AREAS AND 5' BEYOND CURB LINE) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. 10 TRENCH SAFETY NOTES SCALE: NTS er EA9.1neenng 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com O F ALTO G. ROGERS ........ I ............... 08 FOR CONSTRUCTION W LJJ W U) CL z W j �e 1 0 F_ �e< F- ry 00. U) 00> .J F- (.9 U. cn- U) UJ W W J 0 CY) W F_> 0 UOz .Jz) Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: RRN Checked By: AGR Revision: 07119/04 AGR DETAILS 1 C4m2 Sheet: 14 of 15 6essrle Natural Grade Undisturbed Trench Wall - Poured Conc, Block Protect Oroin opening (2 R. Sq. R. Min.) Pea Grovel 1/3 C. Y. Win. - Fire Hydront Mueller Centurion (Rotate ro Face Road) (3' Clear Around Hydrant) Set Bottom Flange 3' Above Finished Grade - Backfill Per Pipeline Embedment Detail 18.i t 18'x 4 ° Reinforced 00 n"crete Apron In tlnoaved Area /- -Volve Box (Dp.) G/ond C -900 Pipe Length As Required 6' R. W. Gate Ya1ve Rgx M.J. W. MIN 4 'x12 x12'x2000 PSI Concrete Slob M.✓.x Fly. Thrust Block U 0 0 STANDARD EIRE HYDRANT ASSEMBLY DETAILS 1 SCALE: NTS 15' WYE PIPE DIA. FITTINGS BLOCK DIMENSION 14M. VEST. 2' All Fittings 1.5 2.0 4' All Fittings 1.5 2.0 6" Tee.Cross.Volve 1.5 1.5 6' 90' Bend 1.5 2.0 $' Tee.Cross,Volve 2.0 2.0 8' 90' Bend 2.0 2.5 10" 45' Bend 2.5 2.5 10" 90' Bend 2.5 2.5 12" Tee,Volve 3.0 3.0 12" 90' Bend 4.5 2.5 12" 45' Bend 2.5 2.5 16" Teo 4.5 3.0 18" Valve 18" 90' Bend 18" 45', 22' Bend NOTE: ALL SIGN HARDWARE TO BE GALVANIZED COLORS: NATURAL GROUND 5' MIN AT END OF SERVICE PROP. 4 " -45 BEND PLUG DEPTH VARIES 45" PROP. 4" SANITARY SEWER SERVICE LINE MINIMUM SLOPE OF 1/8" PER FT. UNDISTURBED GROUND; IF FILL IS REQUIRED A PROP OR WIDE 4" BR NCH NECESSARY ) PROP. SANITARY SEWER MAIN SEWERLINE CONNECTION DETAIL 5 SCALE: NTS u O 6"X 2' -0" X 2'-0" SLAB u it O ;; r Vii NOTES: 1. Thru Line Connection,Tee 2. Thru Line connection, Cross Used As Tee 3. Directional Change, Elbow 4. Change Line Size. Reducer 5. Direction Change. Tee Used As Elbow 6 Direction Change. Cross Used AS Elbow 7 Direction Change 8 Thru Line Connection 9 Direction Change Vertical. Bend Anchor 0 Valve Anchor 2 T YPICAL FITTINGS BLOCKING SCALE: NTS 6 "STOPPER 6" CLEANO OCK, �� FOR EARTH, D SEE TRENCH CONDITIONS CONCRETE ON REQUIRED LESS THAN 3" OF CURVE PIPE ON PLANS K3m 6 0. STANDARD C LEAN 0 UT DETAIL SCALE: NTS SIGN NO. 117-8 PER M.U.T.C.D. LEGEND & BORDER - GREEN BACKGROUND - WHITE WHITE SYMBOL ON BLUE BACKGROUND 2 318" GALVANIZED PIPE POST 2 LBS/ FT 12 "0 CONCRETE FOOTING FINISH GRADE METER -METER BOX 3/4" SERVICE LINE 3/4" CORPORATION COCK 3/4" PVC SERVICE WATER MAIN MUELLER H -10205 WATER MAIN COUPLING, OR EQUAL 3/4" SERVICE LINE WATER METER rSERV CE TUBING) OR P IC '/ 1 13/4" SERVICE MUELLER H -10205 3/4" CURB, OR EQUAL 3/4" CORPORATION COCK WATERLINE CONNECTION DETAIL 3 SCALE: NTS 4'-' 3 1/2" 5 1/2" 90° 5 1/r' ANDICAP STRIPING SYMBO g SCALE: NTS 1712 Southwest Pky, Ste College Station, Texas 7 P.O. Box 10763, 77842 -Q 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengin eering ALTO G. OGERS 1 50833 ' FOR CONSTRUCTIC W w a l oo-oo < :D O mU) w� O M W 0 Issue Date: 07 -19 - 2004 Project Number: 03 -0100 Drawn By: AG Checked By: AGR 4" MIN. HANDICAP SIGN DETAIL 7 SCALE: NTS GENERAL NOTES " 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND. STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1, C4.2 & C4.3 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. Sheet: 15 of Revision: A A DETAILS 2 I ( 2 1/2' 14 112" I iG Jvuu,VYCAI T-R Om: ,1 VV College Station, Texas 77840 > , r's; _ c l , ; - P.O. Box 10763, 77842 -0763 979 680 8840 (Phone) f ". 979 680 8841 (Fax) g ssne �},.. www. _ � ,(a , a rengineering.com TC 309:85 309.35 _ - ..._.. TC 3 09.95 TC 309.78 TP t , -..• . - TP 309. - IFON r1 d I TC 309.68' - - \ i S, TC - 369.60 3M-9 309 8 r , :,° 309:9 0 F ' TP 30910 . i .. TP 309.48 TC 31 f 310.10 �TC 309.88 ' j = � TP a � `., - ,' � � i i �.,. ---- • -,"".' TP 309.38 _..._ -TP 309.60 k s , - .. -_ _..._... ..._ -._ � TC 309.78 i . , .. ..... ... .... . - --_ - - , ,. � ' TC' 30 .97 - " ,. _� i ;' 8 /' _.._____ - -+ _ __..r, ' ..,_, r' TP 309.28 ._ ,..,__ KIRK T 310.22 J - TP 308.47 TP 309.19 TC 309.69 GJ ALTdN G. R GERS i - -- ,'" - 0- � �, 30 'O 'TP 1 7 T - TP 2 3� I 5083 .• TP 310.27 10.34 c TP 9.84 \ TC 310.55 DETENTION PONY (0.3099 AC --•FT) TP 310.50 80TTOM ELEVATION = 302.47 TC 308.35 / TC 10.19 / TPA TP 9.69 SEE SHEET C2.Z t TP 305/ T 10.11 / \ TC 310.60 GENERAL NOTES: �' TP 9.61 TP 310.40 \ TP 310.10 � r ;; y� r J / TP 30.8 u � / TP 70.50 /l `. TC 31 35 i I . ALL SIDEWALK CONCRETE SHALL HAVE A 28 -DAY COMPRESSIVE 7P STRENGTH (f c) OF 3000 PSI.. THE MAXIMUM SLUMP SHALL BE 4 INCHES. ,, TC 307.85 = ' '' V �\ TP 310.40 _ 2. ALL PAVEMENT AND CURB CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE TP - TC 308.25 TP 310.23 TC 3tb STRENGTH (Pc) OF 4000 PSI. THE MAXIMUM SLUMP SHALL. BE 4 INCHES. SEE DETAIL 2 SHEET C2.1 \, /� 307.3 �9-, G`� P TC 310.76 FOR TP 307.75 308 5 I TP 370.30 TP 3 80 r I / ., � .30 TC 310.26 TC 310.26 TP 310.2 3: MIX DESIGNS WITH SUPPOR71NG COMPRESSIVE STRENGTH RESULTS SHALL BE j TC 309. 308. 5 i � O P CONSTRU TP 309.76 310.26 ;, 301 15 T 29 TP 308.0 + �� \ A (} TC 310. TP 306. 21 T i ' SUBMITTED TO THE ENGINEER NEER A MINIMUM OF FIVE DAYS PRIOR TO INITIAL !S / r ` TC 310.26 CT ON CONCRETE POUR. FLY ASH MAY BE USED IF THE PERCENTAGE IS 2076 OR - �- ` TP 307.65 P 8.00 • LESS EACH MIX SHALL BE AT LEAST A 5 BAG MIX. '� % . / � TC 310.26 s, - 309.80 \ /� i TP 310.50 f TP 309.76 TP` 309 -7 A / r (' TP 0 4. r f S \� % O TP 310.26 TC 310.23 ALL AREAS A WITH THE PROJECT SHALL HAVE A MINIMUM OF 6 INCHES �� / \�� TC 310.21 TP 309.73 \ EJ TC 310.95 1 1. ` �" OF SOIL REMOVED TO ELIMINATE THE EXISTING ROOT ZONE. THE EXPOSED SOIL \\� TP , 08.77 \V /" / r '` v � 4 TP 309.71 TC 310.15 / ;', TP 310.45 SHALL BE PROOF ROLLED AS WITNESSED BY THE ENGINEER. ANY SOFT SPOTS t', T 308.35 / 09.13 C} % g TC 310.46 TP 310.65 TC NOTED BY THE . ENGINEER SHALL BE REMOVED AND REPLACED WITH SELECT FILL - " \ r �,- T 307.85 TP '308.97 TP 310 _ r TC 31 20 ` t - i 308. TP 09.61 : ^...�- _�, i...'`O• .46 309 0 - .85 r.. 5. ALL STREETS AND STRUCTURES TP 307 (INCLUDING SIDEWALKS) THAT REQUIRE FILL SHALL \ \ I TP 3os 7d ' . ,' ! TC 310.as TP 308.90 1 ' i 309. t BE BACK FILLED WI1H' GENERAL FiLL EXCEPT FOR THE FINAL TWO FEET WHICH SHALL BE 'S ', �'' � < , . � � ! TP 310.46 SELECT FILL THE SELECT FILL MALL BE A SANDY CLAY WITH A LIQUID LIMIT LESS TC 307F71 TP 6 * \. ` l - , 1 / 309.02 THAN 40 AND A PLASTICITY INDEX NO `LESS THAN 5 AND NO GREATER THAN 20. , THE \ TP 307:,21 �` TP 309.90 TC 1310.26 / J ! TC 310.70 SELECT FILL SHALL BE C�APACTED IN LIFTS NO GREATER 1HAN 6 INCHES TO A DENSITY fc 3o>,7s TC 3 6:32 Tc 309.80 Ta 3t o.2s / ,tC 310.50 , OF 95% OF STANDARD PROCTOR DENSITY AS7M D -698 AT A MOISTURE CONTENT .� TP 307:26 309.7 T 310.50 t TC 310 TP 310.20 J TP. 310.0 ( TP 82 n; TP 309.80 ,' r 309.90 310.27' / } BETWEEN-* 2X OF OPTIMUM MOISTURE. IN PLACE DENSITY TESTS SHALL BE PERFORMED t TP 310.38 TC 309.70 TP--309.77 FOR EVERY 5000 SQ. FEET OF FILL 310.16 LL OR FRACTION THEREOF. TC 7.82 TC 309.80 ;` TP 309.2 / T . 7.32 310.29 TP 310.16 TC 309.64 TP 309.30 TP 310.40 TC 310.20 6. IN AREAS NOT UNDER STRUCTURES, FILL SHALL BE GENERAL FILL FREE OF CLODS AND TC 3)�.33 :' TP 309.14 TP 309JA / ROCK LARGER THAN 6 INCHES AND ALL DELETERIOUS MATERIALS. THE GENERAL FILL TP 307.83 i �O 3 0 2 1 J c 3 1 n' 310.40 XC 310.20 / TC 310.34 ALL BE COMPACTED IN MAXIMUM 8 INCH LIFTS TO A DENSITY NOT LESS THAN 90% 4' °, '`, � \ TC 309.64 TP 09.70 TC 311.45 TP 31 1 TP 309.84 OF STANDARD PROCTOR DENSITY (ASTM D- 698). j Ta �10 t7 TC f TP 309.64 8.35 `„ TP 310.95 I - j h ,' TC 310.10 TC 310.20 , I 1 TP 7.85 TP 31 TP 317 .19 7. 'SLOPE FROM THE BACK OF THE CURB TO THE NATURAL GROUND AT A 3 TO t SLOPE \. TP t j TP 309.2 / TP 309.6 TP 3D9. - o.os UNTIL NATURAL GRADE IS MET WHERE THE 3 TO t BACKSLOPE IS REQUIRED. PROVIDE BIODEGRADABLE EROSION CONTROL MATS TO STABILIZE THE SLOPES UNTIL VEGETATION ' TP 309.27 TP 4 309.0 TC 309.60 . TC 3 11.90 IS ESTABLISHED. TC 308.07 TP 309.30 / ! TP 309.20 � TP .3 , � ' _ - -'- TP 311.40 TP 307.57 TC 3 85 3 7 � • S THE EXPANSION JOINTS FOR THE SIDEWALKS ARE DEPICTED UPON THE PLAN. CONSTRUCTION \ i 8.1 a OAK ,. 1 I JOINTS SHALL BE INSTALLED AT AN EQUAL SPACING BETWEEN EACH EXPANSION JOINT AT ,> ,: / / 30 25 TP 309.04 i' TC 9:64 A SPACING NO GREATER THAN THE WIDTH OF THE SIDEWALK. THE CONSTRUCTION,JOtNTS TP 308.70 3 8. 5 i 09.14,. 24 " < - OAP6 E / _ 1 PROPOSED RETAINING WALL \, SHALL BE TROWELED WITHIN THE FIRST HOUR THAT THE CONCRETE HAS SET. TC 308.00 - '' � , ,; , - n / . j - TC 312.20 VARYING HEIGHTS VJ TP 307 -SO _ ., r i / - TC 309.05 <,1 _ � '- -^_ TP 311.701 ., SEE DETAIL 1 SHEET C2.1 9. ALL PAVED AREAS ON SiTE SHALL BE SURROUNDED BY A SIX 6 INCH MONOUTHIC ;, \ ?C 09.0 \ / TP 308.55 TC 310.77 CONCRETE CURB AS PER THE CITY OF COLLEGE STATION REQUIREMENTS. r 08.50 i / - ___.TP 310.27: C 308.75 TC 3 , / _..= , ,.., . • , : -- ;. :, (.. , ...:: -' ; . ,; . .45 TP , 10. THE SELECT FILL FOR THIS PROJECT SHALL BE U 95 NITED TO -BELOW THE PROPOSED, TP 307.65 308.50 - • '' `'' r; \ - }_ , BUILDING.. ALL SELECT FILL SHALL HAVE A PLASTICITY INDEX GREATER THAN OR `EQUAL TO 5 `., TP 3 7. i 308.68 !/ , ;,. , AND LESS THAN ORE AL TO TWENTY. MAY F A FILL 8 4U THE Q�ISITE SOIL � USED OR GENERAL LL � TP x,18 ON THE SITE. THE FINAL TWO FEET OF FILL BELOW THE BUILDING SHALL BE SELECT FILL '(� � \ \. •. r � � i - .. -- ` ;` -' TC 311.49 - ` V I �, - 308.70 TP 310.99 I Fl IN _ _ _ - t _,, _ _. _•_ _ _ _ i _ -'` --, // TC 310.57 r TC: 308.58 TP 308:20 PROCTOR r \ . � �.. - r LL EXCESS OF THREE FEET IN DEPTH MALL BE COMPACTED TO 9576 OF MQDlFlED O \� t' TP 310 PROCTOR DENSITY. (ASTM D 7557) WITHIN TWO PER CENT OF OPTIMUM MOISTURE. ALL THAT TP' 30 •, \''. 8'08 ; IS THREE FEET OR LESS SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY �, ,, �J � '� \ � ;• - � / (ASTM D 698) WITHIN TWO PERCENT OF OPTIMUM MOISTURE CONTENT. ! , � 307.97 - TP 310.55 / \ - : O P S , 18" OAK /TC 311.00 t TIC 30 TP 307.88 isl '� TP 310.50 TC 310.50 ` \ P ` TC 313.51 ) �� ..• .mrr4 TC 310.20 TP 310.00 \ TP 313.11 q TP 309.70 ! /" \ <• �', T 308. TP 307.9 • . v ',\ TC 309.35 13 BARS 0 12" a : ` J i ' - � %° � TP 308.85 ! � ] TC 308.50 ' ", ` C 308.50 / f ry t /` i . : in , i i TP 308.00 . 307.46 ` \. - .. _ 1 p V vAPoES . - - � , , TC 313.41 UJ e a n TP 312 MATCH EXISTING '• 1 , i - - - a I - CURB HEIGHT PS 97 U TIC 8 • . 1Q i / TP 315 i x g \�0 O \ R ` . _, , �} 2 tt.t 30" OAK PAVEMENT WALL DETAIL POND INLET DETAIL "' OAK TC 315 \ �2 1, TP 315.03 O SCALE: NTS SCALE: NTS � t \ TC 317.70 7 \ , TP 317.20 ' ' Issue Date: i 4 x T \ , 04/06/04 Project Number: \ 'I au TC 317.50 / TP 317.00 ; \ 03 -0100 /\ MATCH GRADE 1A \� J BY OTHERS MATOTHRS GRADE � \ \ Drawn By: s RRN _ , C _ - hecked B y AGR 1 , t t , Revision t ` t 03/09/04 AGR /'� �• CREPE MYRTLE Q 07!19104 AGR \ 4 08/26/0 AGR C \ \ CREPE MYRTLE CREPE MYRTLE ® I \ \ ; ® REVISE DRIVE AT NE CORNER i i �` _ OF PROPERTY TO MAINTAIN 10' FINAL GRADING PLAN ` DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. I CREPE MYRTLE REVISE LOTS 3D & 3C TO 3D -R & 3C -R. REVISE GRADING PLAN. ADD DETAILS. I I - REVISE EASEMENTS & ELEVATIONS \ AT NE CORNER OF PARKING LOT. Sheet: 4 of 15 - - I X0 n � � 10 v 3 ' E - - , J , i i FOR CONSTRUCTION i 50 VJ UJ 9 9 — `o 5 07.•o ' g F NOTES 1. BOTTOM SHALL SLOPE TOWARDS TRICKLE CHANNEL AT 1/8 INCH PER FOOT. 2. TRICKLE CHANNEL AS PER FIGURE VII -1 (LOW FLOW GUTTER V- SECTION) FROM CITY OF COLLEGE STATION DRAINAGE POLICY AND DESIGN STANDARDS. ILA ADD ELEVATIONS TO RETENTION POND. A ADD TRICKLE CHANNEL TO RETENTION POND Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked. By: AGR Revision: 4L 07/19/04 AG 08/12/04 AGR ® i i i owl TA � - C INSTALL END OF--stLT FENCE INSTALL SILT �f ALTO N G. 'ROGERS ......................... 50833 -Z FENCE IQ REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. ADD CONSTRUCTION EXIT DETAIL. Drawn By: RRN Checked By: AGR Revision: A 03/09104 AGR 07/13/04 AGR N&I n EROSION CONTOL PLAN Sheet: 6 of 15 FOR CONSTRUCTION Issue Date: 04-06-04 Project Number: 03-0100 [NOTE: SILT FENCES SHALL BE � EPROPERTY PLACED INSIDE TH 6"X 6'VIRE MESH LINE ON . THE DOWNFILL SIDE ] FASTENED TO T-POST ALL OF A� EXPOSED EARTH. SEDIMENT CONTROU FABRIC T.-OOST (OR STAKES) FASTENED SECURELY TO T-POST & WIRE MESH SPACED 6APART AS REQ'D TO MAINTAIN. SILT, FENCE AND OR HAY BALES TO BE 8" OF FILTER FABRIC TO EXTEND USED IN AREAS OF INTO A TRENCH AND BE ANCHORED DRAINAGE FLOW. WITH COMPACTED WITH COMPAC NATURAL GROUND DIRECTION OF FLOW IREC_fl 4, 4 X 4" MIN. TRENCH 4"� 20' 30 0 30 60 90 Feet 0 ILI C INSTALL END OF--stLT FENCE INSTALL SILT �f ALTO N G. 'ROGERS ......................... 50833 -Z FENCE IQ REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. ADD CONSTRUCTION EXIT DETAIL. Drawn By: RRN Checked By: AGR Revision: A 03/09104 AGR 07/13/04 AGR N&I n EROSION CONTOL PLAN Sheet: 6 of 15 FOR CONSTRUCTION Issue Date: 04-06-04 Project Number: 03-0100 � �o re� i emove i/ree rr r . r, 'il I i OUT: 305.4 NORTH RIM ELEV. 310.75 20' PUBLIC UTILITY EASE ENT 18' OAK - - - - AE- AE- AE --AE— a•..` � Z y 18' OAK �0 IRON ROD FOUND . ... , e 30' OAK . � J x LOTS 4 -9 BLOCK "U" 65' PUBLIC ACCESS & UTILITY EASEMENT 1/2 ROD FOUND -0- PROXIMATE LOCATION F 6' WATER LINE 10' PUBLIC UTILITY EASEN 24' C i" i 34' OAK / ', , 2 6 OAK l "/ h Remove Trees 35' PRIVATE ACCESS i ` 1/2 INCH IRON ROD FOUND � 24 OAK 18" OAK LOT 3F v i 10' Pt BLIC UTILITY EASEMENT Vv F 5/8 INCH IRON OD FOUND t i 6 LIVE OAK ® REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. ® REVISE LOTS 3D & 3C TO 3D -R & 3G -R. �1 Protect Trees Issue Date: \ 04 -06 -04 s• HACKBERRY ° • Project Number: 28' MYRTLE 03 -0100 ,o' aAK Drawn By: RRN °, . • � • CREPE MYRTLE LQ)T 3C -R - _.__-- ----�` '. •° fn : • .> • ° CREPE MYRTLE .�E OF TF ALTdN G. ROGERS 50833 w`� FOR CONSTRUCTION Revision: ® 03/09104 AGR 07/13/04 (STING CONDITIONS Cl m Sheet: 2 of 15 . Checked By: AGR LOT 3A BLOCK "V" ifqqA - - - - AE- AE- AE --AE— a•..` .� r. \ Protect Trees CONCRETE 1 /2" IRON ROD FOUND . ... , e 30' OAK . �• CATV PEDESTAL 30 0 30 60 90 Feet .OAK ; SCALE: 1 " = 30' t OAK A . _ BENCH MARK USED FOR ELEVATIONS: COCS GPS MON. #122 .. ° BEARING SYSTEM SHOWN HEREON IS HONORING SUBJECT PROPERTY DOES NOT LIE WITHIN A DESIGNATED ' '° > 15' PUBLIC UTILITY EASEMENT THE PLAT CALLED BEARINGS AS SHOWN ON THE FLOOD PLAIN AREA ACCORDING TO THE F.I.R.M. MAPS, PLAT RECORDED IN VOL. 5431, PG. 49, AND COMMUNITY PANEL NO. 48041CO142 C. DATED JULY 2, 1992. ' AS MONUMENTED ON THE GROUND. `O' '• '° 1 •, ,� THE ORIGINAL SURVEY WAS PERFORMED BY GESSNER ENGINEERING CHANGED THE DESIGNATION .. a °' KERR SURVEYING ON JANUARY 20, 2004 OF LOTS. 3D AND 3C TO 3D —R AND 3C -R AND THE FINAL REVISIONS WERE COMPLETED ON JULY 7, 2004. FEBRUARY 2, 2004. LOT 2 " ° ' 1 BLOCK „V„ ,• Z l "/ h Remove Trees 35' PRIVATE ACCESS i ` 1/2 INCH IRON ROD FOUND � 24 OAK 18" OAK LOT 3F v i 10' Pt BLIC UTILITY EASEMENT Vv F 5/8 INCH IRON OD FOUND t i 6 LIVE OAK ® REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. ® REVISE LOTS 3D & 3C TO 3D -R & 3G -R. �1 Protect Trees Issue Date: \ 04 -06 -04 s• HACKBERRY ° • Project Number: 28' MYRTLE 03 -0100 ,o' aAK Drawn By: RRN °, . • � • CREPE MYRTLE LQ)T 3C -R - _.__-- ----�` '. •° fn : • .> • ° CREPE MYRTLE .�E OF TF ALTdN G. ROGERS 50833 w`� FOR CONSTRUCTION Revision: ® 03/09104 AGR 07/13/04 (STING CONDITIONS Cl m Sheet: 2 of 15 . Checked By: AGR LOT 3A BLOCK "V" ifqqA ALTON G.'ROGERS ............................ 50833 A S � FOR CONSTRUCTION 0 4 .1308 1 1 -\X 0 " to .97f4 91- 0. 0. 2 .51�1% 9 .10 2 10. 2 - . v C:l MAKI 0 a LOT 3C-R Issue Date: 04-06-04 Project Number: 03-0100 Drawn By: RRN Checked By: AGR Revision: REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. REVISE LOTS 3D & 3C TO 3D-R & 3C-R. MOVE FIVE PARKING SPACES A 03/09/04 AGR A 07/13/04 AGR A 08/06/04 AGR 08/26/04 AGR REVISE EASEMENTS A 0- o� - �Vb,b fi 21- hQ S1NNSd3 '8 3NII H31VM 3SIA3H 3NI H3iVM 3SIA3H 44/ 4v �O 0 �5 Q:. 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SCALE = 1:20 V. SCALE = 1:5 GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 3 +50 4 +00 H M ELEV� \ 3 0.75 LL 5' BEND &\ 6.. M, 0' `PUBLIC UTILI v EASEMENT - IN TAL 6X6 \ MJ TEE \ I t 1 dA 1 �E OF TF s ALTON G.. ROGERS :......0833 ...::�� 0. FOR . CONSTRUCTION 0 REVISE WATER LINE. A REVISE WATER LINE. A REVISE WATERLINE & EASEMENTS. Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: A 07/19104 AGR A 08/12/04 AGR 3A 08/26/04 AGR 0 TABLE WATER 315 310 310 EXISTING GROUND SURFACE PROPOSED TOP OF PAVEMENT MAINTAIN 4' COVER INSTALL 11.25' 305 BEND 305 INSTALL 11.25' BEND — - -' - -- -- - - ------------ - - - - -- - -- - -.- --- - - - - -- - 6., - 45' BEND .. 6 PVC CLASS 200 DR14 -- --' _ - - -- (MEETING AWWA C -909 STANDARDS) INSTALL 90' - -' 6 "X3" MJ TEE W/ 2 & VAULT ASSEMBLY METER 6" PVC CLASS 200 DR14 „� = -~ __ MAINTAIN 2' MINIMUM (SEE BCS UNIFIED DETAIL W3 -00) (MEETING AWWA C -909 STANDARDS) BEND 300 VERTICAL SEPARATION " SDR 26 PVC SANITARY SEWER SERVI E 300 295 295 8" S R 26 PVC SANITARY SEWER 290 290 W z W Z W z 0_ J W W W M 0_ Q O (n 3: 00 ;t U) w 0 0) W N z W > m I Q Z p g 11 p 1= w UJ fl Z -J L O O Ln O 00 Q •- c0 O. O(nNOCO I� c0 I O N� cD 0000 O 0 0 0 d ,� 00 O in 0 0 O 00' 0 aD 0 M � N M Q w r 0] N Ih M z N J M O a. Q p O z -0 -0?t�M UJ 4 I tor N to * ' ' OcON 00 c0r�c64 0000)d Np000d OO)M W000 W000 c00 0m rn . O OM O - O o + O Z FW- 0 M 000 0� 000 MN +.-MMM + MMN +MM d 000 0000 +JMMM + 000 N + 000 + 00 MM + O�t�' tLMM +`t O MM + r -I- M 0 M + Z I I O ii I it II it Zit II II II 11 .- H it II II Q II 11 it Q CL it 11 II MQ II II Q II II Q I II ii Q II Q II � II U) U)UJF-a o (n(0E-Li m Ff W w rn~� V)I(0�a� v c V) R-: U) F- Ma-F --�LL v 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 PROFILE VIEW H. SCALE = 1:20 V. SCALE = 1:5 GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 3 +50 4 +00 H M ELEV� \ 3 0.75 LL 5' BEND &\ 6.. M, 0' `PUBLIC UTILI v EASEMENT - IN TAL 6X6 \ MJ TEE \ I t 1 dA 1 �E OF TF s ALTON G.. ROGERS :......0833 ...::�� 0. FOR . CONSTRUCTION 0 REVISE WATER LINE. A REVISE WATER LINE. A REVISE WATERLINE & EASEMENTS. Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: A 07/19104 AGR A 08/12/04 AGR 3A 08/26/04 AGR 0 TABLE WATER 0+50 co 0 A - PROFILE VIEW H. SCALE = 1:20 V. SCALE = 1:5 C, .-Y C r< 1+00 1+50 2+00 M GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1 & C4.2 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. REVISE WATER LINE. ADJUST WATER LINE ELEVATIONS. AREVISE EASEMENTS & FIRE LINE SIZES. ALTON G. ROGERS -10 ...... 5083 o I FOR CONSTRUCTION Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 AGR A 08/16/04 AGR 08/26/04 AGR A �201111,04 ar"O. C304 Sheet: 10 of 15 CI L 0+50 1+00 + 2+00 C0 FTI 2' r 18' 0" Z y T L N C-J NMI& Cb IF7 U 9 , Cq gL•nc ano ;s— 4�—SS--SS—SS—SS—SS—SS —SS —SS — ss— 96'� 0� C (0 � C rrF 0 Z 0 AA� F, M X X Z Z M to z 0 0 _ F INSTALL 0+00 315 310 305 8" PVC CLASS 20 (MEETING AWWA C- 8" 90' BEND 300 0 -1 0 -�t + �_ - — 0 of V) 0 CL z o —z rm CLO Z) 0) C 0 cn ro 2 . . 0 W CO "t N o —0 lLn CO Z U_ 0+00 KAG e o!n er Data 20DM3.0100 Comfort Suites%CD 082604=4 - POTABLE WATER PLAN 0826U,dwg.813=0047:34:33AM 0+50 co 0 A - PROFILE VIEW H. SCALE = 1:20 V. SCALE = 1:5 C, .-Y C r< 1+00 1+50 2+00 M GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1 & C4.2 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. REVISE WATER LINE. ADJUST WATER LINE ELEVATIONS. AREVISE EASEMENTS & FIRE LINE SIZES. ALTON G. ROGERS -10 ...... 5083 o I FOR CONSTRUCTION Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 AGR A 08/16/04 AGR 08/26/04 AGR A �201111,04 ar"O. C304 Sheet: 10 of 15 CI L 0+50 1+00 + 2+00 F '.a -4' 18N-" 24 -0' - N T - , INS 0 ,;, s 6. W o s /N J ,�I� NJ /N SE ti1 X6 S t 0 . FAIT LLJ s F /RE �g s M� = I Q w Cry ks si M� Cr ti sr OC Nr w NJ 31 _ /C B(1 >_ a ) I I C I I S. J I oc a) M _ Ul q k 3113 z L.. S. / 35' -0" 24' 1 0" M 14' -0" . 54' - 0 " / 14 0' ; G 11140 I EXISTING I � .Z�POc,FD 15' i F k \ J' _ INE N - - 1 W . 5. W 6" ATER W � PUBLIC U ILI EAS MAT 0 �h 9p � J r ' l o 1 .30 155.48 Oq XrsTrN k Y \4 0 0 Cr % �gNSTg m w rVS C 0 t ON F ST C r Tq SSE RE �� I �� w � 6 6 E ry q� BFTo 0- Q A�� CF C r g Y OF F= >RC)��`�ED I' PUE rn D Re �C� e S DE Tq F C Y U, 3 +00 I /N 8" 04 k 24 ♦ Q qk 3 +50 315 PROPOSED TDP OF PAVEMENT 310 MAINTAIN 4' COVER %' I � YDR NT - -- - J - - - - - -- / 8. 8" WATEf L NE TIE- N POINT U) N 0 op ` k/ cn 6" W l Al o HO C. 4 +00 4 +50 INSTALL 6 "X8" MJ TEE & 8" MJ GATE VALVE MAINTAIN 2' MINIMUM VERTICAL SEPARATION 8" 90' MJ BEND 300 8" PVC CLASS 2001 DR14 (MEETING AWWA C 909 STANDARDS) 0 +00 I r� n on O � + M II H O � e- 3 +00 r 8" SDR 26 PVC $ANI ARY SEWER B.O.P. ELEV. 308.8,5 / _ w co?o� o JdN �' 1 +WHO 4t -0� 48'-4,, Q j cn - �. U) 4 . J 24 7' -4'` 4 +00 PROFILE VIEW H. SCALE = 1:20 308.45 V. SCALE = 1:5 N - STA 0+ 19.28 308.95 9 9 9 0T 3 K V MAINTAIN 4' COVER 310 310 5 ' 37 ,- 4» 6, /, / N V R S I T Y R K - PHASE 1 - 308.45 - 6" PVC CLASS - -__ 200 DR14 a ; (MEETING AWWA C -909 STANDARDS) 0 305 4 6" PVC FIRE LINE 6 "X6" MJ TEE U 300 MINIMUM DEPTH 5' 00 NEW MOTEL_ ® SERVICE END 311 295 O 295 290 - � 290 Ixa a. _� I r r J PROVIDE OX BOX ;�, STORY - WOOD CONSTRUCTION _ - F R _, _ EET A 0� F OR '' ACCESSIBLE PARKING W d W W d t- Z J D Ln :2 f) W � PROFILE VIEW o W , .M 0 - cD c0 O (D ^O ,�' AT E /C5 EXTERIOR H. SCALE = 1:20 + 0� 79 GUEST ROOMS DETAILS, RAMP DETAILS II II II 0 V. SCALE = 1:5 ¢ W V) (AM— n.nZ, J DOOF��AND AS REQUIRED FF E _ � 0 AND SIGN DETAILS r f BY IRE' DEPARTMENT . f� of a f / SLOPE CURB RECESS PAVING AS REVID r'' �f FOR DEC ORATIVE PAVING FROM 6' T 0 , 4 IT i` LAND' CA{'E_ cr- ,. WAI 6' WALK `NAI_K o WALi� 6' WALK w o 1 L . S . �_. 0 J ,, �,1 �• qk I o L.S. I CO WITH ✓E. D ED D CORA IVE- T 1VE P R NG L S. I 0 o I ► 00 S L.. . \ I I �O � I 42' --0' ,' -0 36' -0 13' -0" 36' -0' 5 9 '� 9 - �0 52' 0» a �1 � 5 � ' -0" �� J 9' 9 9' 36' " 21 5 : 1 --0 T 81 - 0 OA T 9 - 0 T / 54 -0 I 52 -0 - ' 2 co 54 F F 24- F OT FIRELANE r rr- 24 FOOT FIRELANE -4' 18N-" 24 -0' - N T - , INS 0 ,;, s 6. W o s /N J ,�I� NJ /N SE ti1 X6 S t 0 . FAIT LLJ s F /RE �g s M� = I Q w Cry ks si M� Cr ti sr OC Nr w NJ 31 _ /C B(1 >_ a ) I I C I I S. J I oc a) M _ Ul q k 3113 z L.. S. / 35' -0" 24' 1 0" M 14' -0" . 54' - 0 " / 14 0' ; G 11140 I EXISTING I � .Z�POc,FD 15' i F k \ J' _ INE N - - 1 W . 5. W 6" ATER W � PUBLIC U ILI EAS MAT 0 �h 9p � J r ' l o 1 .30 155.48 Oq XrsTrN k Y \4 0 0 Cr % �gNSTg m w rVS C 0 t ON F ST C r Tq SSE RE �� I �� w � 6 6 E ry q� BFTo 0- Q A�� CF C r g Y OF F= >RC)��`�ED I' PUE rn D Re �C� e S DE Tq F C Y U, 3 +00 I /N 8" 04 k 24 ♦ Q qk 3 +50 315 PROPOSED TDP OF PAVEMENT 310 MAINTAIN 4' COVER %' I � YDR NT - -- - J - - - - - -- / 8. 8" WATEf L NE TIE- N POINT U) N 0 op ` k/ cn 6" W l Al o HO C. 4 +00 4 +50 INSTALL 6 "X8" MJ TEE & 8" MJ GATE VALVE MAINTAIN 2' MINIMUM VERTICAL SEPARATION 8" 90' MJ BEND 300 8" PVC CLASS 2001 DR14 (MEETING AWWA C 909 STANDARDS) 0 +00 I r� n on O � + M II H O � e- 3 +00 r 8" SDR 26 PVC $ANI ARY SEWER B.O.P. ELEV. 308.8,5 / _ w co?o� o JdN p N O +WHO + Q En .0 Q PROPOSED TOP OF GRADE U) 3 +50 4 +00 PROFILE VIEW H. SCALE = 1:20 308.45 V. SCALE = 1:5 = FIFE 310.50 W QNO LDZ00 QOM co NM d N N �t bo -0 0 N j —O r7M +XM1`0 ZII ii ` (1ll II XL --U_ V) Q_ W W F_ In x00 CV _NO d O, Lr)F Jt7n . J III 11 Q fn Z�U_ 4 +50 14' -n" 54' — n „ 0 +50 IN 315 315 STA 0 +3.35 310.33 PROPOSED TOP OF GRADE STA 0 +19.28 308.45 EXISTING GROUND SURFACE = FIFE 310.50 STA 0+ 19.28 308.95 MAINTAIN 4' COVER 310 310 STA 0 +45.34 308.95 STA 0 +45.34 6" 45' MJ BEND 308.45 - 6" PVC CLASS - -__ 200 DR14 a ; (MEETING AWWA C -909 STANDARDS) 305 305 6" PVC FIRE LINE 6 "X6" MJ TEE 300 300 MINIMUM DEPTH 5' ® SERVICE END 295 295 290 290 W z J J W d W W d t- Z J D Ln :2 W � PROFILE VIEW o W , .M 0 - cD c0 O (D ^O + 0 H. SCALE = 1:20 + 0� W J to r7 II II II 0 V. SCALE = 1:5 ¢ W V) (AM— n.nZ, J Project Number: 03 -0100 Drawn By: DAL Checked By: . AGR / Revision: L1 \ 07/19104 AGR 08/26/04 A GR RAW m 1-1�, , CD m ONE MORE cy ir / t-1) 41 -T i 0 O e l? ("7 O I 1— 0.1 Aj C) cr Ica ti w m. .�� cm c (J (Y) ALTON G. 'ROG .................. FOR CONSTRUCTION REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' DISTANCE BETWEEN ROADWAY AND PROPERTY LINE. REVISE SEWER LINE SIZE. SAN. SEWER PLAN C3012 Sheet: 8 of .15 C(^- Li q n+fin 1+00 1+50 315 '315 FFE = 310.50 310 z 310 MINIMUM D EPTH OF�� 305 5 AT SERVICE END 305 SEE SHEET C4.3 FOR CONSTRUCTION DETAILS 300 300 PROPOSED 6" SS SERVICE LINE EXI 3TING :,V (SDR-26 PVC PIPE) 8" S 3 LINE 295 295 290 290 Z to Ii Z . 0 m 0 Li V) af EL 0 Lo to tn r- Ln 0 00 r- 0 m o co cc to Ki 0 CK) "t t* 0 CF> 00 + po + to + n + r,) 04 + K) 0 II 0 0 F 0 BLOCK "E" 2. -SEE SHEETS C4.1 & C4.2 FOR D ETA II� _ SEE SHEET C4.1 NOTE E.1. 308.70 NORTH RIM B 1 1 / 2 ' 1 R 0 N R OLE F UND I �- 0. 4'C r _-- FL OUT: 305.4 CCIAIC REDUCER, INS 00 DARD CITY �/ 6X FIR ASSEMBLY Cl qN -01 0" CAKIITADV T' , \%- : \ - �� \ !\, - \ (S TAIL Wl \ ' ' 1/2 INc__'H IRON ROD IFOUND F STALL 6X6 MJ TEE W/ 6X8 MJ REDUCER -� gyp \ ,.J A e \ N� \ A> INSTALL 90' BEND & STANDARD CITY OF CS FIRE HYDRANT ASSEMBLY (SEE CITY OF CS DETAIL W1 -01) 0 7 r 50 APPROXIMATE LOC. OF EXISTING 6" WATER LINE-\ N N Cp. N o� CA NORTH RIM ELEV: 316.31 Ash; r ALTON G." ROGERS ....................... Y 5 W A ..��4 FOR CONSTRUCTION Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: RRN \ ��, 10' PUBLIC UTILITY EASEMENT 8 )_ 5 lNCHI ROD FOUND C� lJ A JIN Checked By: AGR Revision: 03/09/04 AGR 07/13/04 AGR 08/16/04 AGR A 08/26/04 AGR 1 1 UTILITY PLAN CF" In \ \ 0 REVISE DRIVE AT NE CORNER OF PROPERTY TO MAINTAIN 10' \ \ D ISTANCE BETWEEN ROADWAY \ \ \ \ ® AND PROPERTY LINE. REVISE WATERLINE PLAN. NO TH M ELEV: 3 % �5 �� MJ AREVISE WATER LINE LOCATION AND 8 INST�LL 45' BEND C 0' PUBLIC UTILI EASE\MENT ADD PROPOSED UTILITY �� EASEMENTS. \ \ \ A REVISE EASEMENTS. 11\17AL� 6X6 MJ TEE LOTS 4 —9 �`a \ \ BLOCK U \S �� G �j } \ �F N� INSTALL 6X8 MJ TEE, � \ ��R� & 8" MJ GV, PRO O E 15' P L� ® w� \ 1 P G�N� a' WP �j.l FIR INSTALL 1.1-1/4 & 90 MJ 6 „ W t-1NE INSTALL MJ 90 BEND F Y 7 Sheet: 7 of 15 l i A General No tes . . C. Waterline Hydrostatic Test: D. Sterilization of Water Maim E. New Waterlin 7. An meter vault assemblies e Installation Y mblies shall be installed in accordance with BCS 1. Prior to construction the Contractor must . 1. After the a has been laid and backflled, but During the construction operations, workmen 1. Where a new potable waterline crosses an pipe g p Unified Standard Detail W3 -00. provide submittals of proposed construction prior to the replacem of pavement, each valved shall be required to use care to see that arts of existin non- -pressure rated wastewater p g, p stet main Gessner materials for approval by the design engineer. section of newly laid pipe shall be subjected to a the structures, inside of i es, fitting s jointing or lateral • 1 p P g , g a , one segment of the waterline pipe The design: engineer- should then notify the - hydrostatic pressure test. For any section being materials, valves, etc., the surface of which shall be centered over the wastewater main F. Sewer Line Testin 1712 Southwest Pky, Ste 105 City of co mpliance. tested, the pressure applied shall be 150 pounds comes in contact with City water are maintained or lateral such that the joints of the waterline College S tation, Texas 77840 P.O. Box 10763, 77842 -0763 per square inch. Adjustment so required shall be in a sanitary condition. pipe are equidistant and at least nine feet Sewer lines shall be tested for exflltrafiion TV 979.680.8840 (Phone) ' 979.680.8841 (Fax) 2. A preconstruction'meeting should be held made for differential in elevation between the low horizontal! from h y the centerline of the inspected and, if PVC pipe, mandrel tested prior www•gessnerengineering.com prior to the construction with the atfiendance point of the section being tested and the Every effort must be made to keep the inside of wastewater main or lateral. The p otable to accep Exfiltrarion on completed lines p p of the develop desig e n g ineer, the City's centerline of the pressure test gauge. the pipe, fittings and valves free of all foreign waterline shall be at least two feet above the must not exceed two hundred twenty-five 225 p g 9 � Y p 9 9 pp g g Y ( ) Engineering Inspector and Case Engineer, matter, sticks, dirt, rocks,etc. As each joint of waterwater main or lateral. Whenever gallons. All manholes should be I °� r g leak tested �� the contractor and subcontractors, and all 2. Each valved section of pipe shall be slowly ipe is being laid, it must beeffectivel swabbed possible, the crossing shall w . p Y p g be Centered ether by the water or vacuum method. A copy of - tae oints of the the wastewater 1 .................. franchise utility companies. filled with water, and the specified test pressure, so that all foreign matter is removed. All fittin g p sha b s between the j the TV ll e a�T °" R0�ER5 a provided to the City. measured to the point of lowest elevation, shall be and exposed open ends of pipe must be blocked main or lateral. If the existing wastewater �o s $3 `� 3. Cut sheets certified by'a licensed surveyor supplied by means of.a pump connected to the or capped until the line is co pleted. main or lateral is disturbed or shows signs of s � g G. Concrete :Pavement { shall be provided as they become available pipe in a satisfactory manner. The pump, pipe leaking, it shall be replaced for at least nine' prior to construction of the work covered by connection, and all necessary apparatus, When the entire pipe line or certain selected feet in both directions 18 feet total with at 1 All - ( ) concrete shall have a 28 day compressive including gauges and meters FOR t e cut sheets. shall be furnished by sections thereof have been completed, tested, least 150 psi pressure rated pipe. strength th of 4000 p si in accordanc ' g p Ce wlth ASTM CONSTRUCTION the Contractor. The duration of each pressure and made ready for turning over to the City of C39 or C109. The Contractor shall submit mix .4. Approved erosion control measures must test shall be four (4) hours. C011ege Station, ready for use, the line shall be 2.When a new waterline crosses under a designs for review to the Engineer, certifin the entire g g g that be installed and maintained during thoroughly sterilized accord to the following wastewater main or lateral, the waterline shall the aggregate has been tested in accodance with time that earth has been bared by 3. Before applying the specified test pressure all procedure: be constructed of ductile iron or steel i e ASTM C33 wi hin' h p p t the last 12 months. If fly ash is construction and shall remain in place until air shall be expelled from the pipe. To accomplish with mechanical joints. An absolute minimum used in the mix design, the maximum r g pe centage acceptable vegetation growth is established. this, taps shall be made, if necessary, at the 1�. The line shall be flushed -out, completely distance of one foot between the waterline of fl ash shall not exceed 20 Y of the tota points of highest elevation and afterwards tightly replacing its entire volume with water from the and the wastewater main or lateral shall be cementatious materials. All concrete mixes shall pon comp etion o the project, all areas plugged. owner's main. P y provided. Both the waterline and the comply with AGI 214 and 301. The percentage of where existing vegetation and g rass cover g 9 g g � wastewater main or lateral must pass a entrained air shall be between 3 to 5 %: have been bared by construction shall be 4. At intervals during the test, the entire route of 2. Chlorine will be injected into the section of pressure and leakage test as specified in adequately block sodded or hydromulched the pipe line shall be inspected to locate any leaks line being sterilized so that - it s entire capacity will AWWA C600 Standards. 2. Transportation and placement and watered until growth is established. In p p enfi of the concrete 9 or breaks. Any defective joints, Cracked or be filled with water containing chlorine in the shall be in accordance with ACI 301. A test set areas where grass is resent, defective pipe, fittings or valves discovered in amount of 50 p.p.m. or 9 P in suc'h,,6ther quantity as 3. When new potable water distribution lines U) LU >� eve o e condistn of 3 c lenders shall be taken 9 Y en every 75 block ad will be required. consequence of this pressure test shall be determined b the En ineer. The sferi`lizn are constructed the shall be installed no Y g _ g Y cubic yards of concrete or fraction there of: removed and replacecd with sound materials in agent shall be introduced at one end of the closer than nine feet in all directions to the manner provided, and the test shall be section and the water released form' the wastewater collection facilities. All separation H. Miscellaneous Z) repeated until sati sfacory results are obtained. opposite end until the sterilizing agent is present distances .shall be measured from the outside B. Trench Backfill at the discharge end in such quantity as to surface of each of the respective pieces. 1.Under p roposed. osed streets and structures 5: No pipe installat will indicate a residual chlorine of 50 p.p.m. or as 1. Metal detector tape shall be placed directly - p p p p t be accepted until the over all PVC pipe at a minimum depth of 24 otherwise determined by the Engin er. All 4.Potable water distribution lines and (including sidewalks), backfill shall be finely leakage is less than a rate equal to twenty -five inches. valves shall then be Closed and wastewater mains or laterals that form divided soil or lime treated soil and shall be (25) gallons per inch of nominal diameter of pipe r . solution permitted to remain in the.,pipe section parallel utility lines shall be installed in -- compacted in lifts not greater than 6 /° to a line per mile over a twenty -four (24) hour period. 2. Where horizontal deflections are proposed, the ffJ � C � (� Lij ° for not less than 24 hours. separate trench density of at least 95 of standard es. deflection must occur in the pipe only; no maximum dry density as determined by 6. Should any test of pipe in place disclose deflection is allowed at the joint. C O UJ ASTM D698 at a moisture content between leakage greater than the specified, the Contractor 3. At the end of the sterilizing - _period the 5. Where a new potable water line parallels a ° sterilization solution shall b discharged from new wastewater main, the wastewater main 2 % . and +2 /° of optimum moisture content. shall at his own expense locate and repair the 3. The top of all valve boxes shall be flush with the pipe and replaced with water directly from a or lateral shall be constructed of at least 150 Moisture /Density tests should be. performed defective joints until the leakage is within the the surrounding finish grades. main of the Owner. psi p ressure rated pipe. the new potable at least every 5000 sf for every 6 inches of specified allowance. p p p p issue Date: fill` at locations specified by the Engineering waterline shall be located at least two feet 04/06/04 g g 4. All construction shall be in accordance with the 4. A sample of water from the sterilized main above the wastewater main or lateral Project Number: Inspector. 7. Leakage is defined as the quantity of water _ unified specifications, details and guidelines of the shall be taken (not through m ire hydrant) from a measured vertically, and at least four feet 03 -0100 supplied into the newly laid pipe. 2. In areas n o t under structures b s ection of it necessar o maintain the specified suitable tap under the supervision of the away, measured horizontally, from the Drawn B ' ry Engineer or his Inspector and submitted to an wastewater main or lateral. RRN may be finely divided excavated material leakage. test pressure after the pipe has been a in 5. The Contractor shall notify the Texas approved testing laboratory of the State Health Checked B and shall be 'compacted' in maximum 6" lifts filled with water and the air expelled. Excavation Safety System, otherwise known as ° /° Department for analysis. If the sample shows 6.Where a new potable waterline parallels an ASR to a density to not less than 90 o f DIG TESS, at least 48 hours prior to commencing standard maximum densit as determined 8. All waterline i e shall be p olyvinyl chloride unsatisfactory quality of water, the process of existing, non - pressure or pressure rated construction activit at 800 344 - 8377 or 800 Revision: p p sterilization shall be re wastewater main or lateral and the licensed Y ( ) ( ) using STM D 698 peated until a satisfactory 07!19!04 AGR Q g at a moisture content (PVC) pressure pipe, SDR 21 Class 200 and shall DIG -TESS. The Contractor shall also notify between -2% and +2 of o timum conform to the Standar f water sample is obtained.: professional engineer (licensed in the State applicable utility companies p ds o ASTM D2241 NSF -FW. pp y p anies tha t have utility lines Moisture /densit tests should be p erformed Valves shall be iron-body, of Texas) is able to determine that the on or in the general vicinity f ' y p dy, r esilient seat, .brass g ty o this project site at Sterilization of the lie of any section thereof shall existing wastewater main or lateral is not at least every 5000 sf for every 6 inches of fill mounted, and shall conform to the requirements least 48 hours prior to beginning construction. A not be commenced until the Development leaking, the new potable waterline shall be at locations specified by the Engineering of the AWWA Standard C509. list of utilities are TXU (979) 774 -2506, City of Engineering Inspector s approval of the method located at east two feet above the existing Inspector: Tests should be performed in College Station (979) 764 -3660, Cox apparatus sterilizing agent, and the section of wastewater main or lateral measured the 'Inspectors presence unless directed Communications (979) 846 - 2229, and Verizon otherwise b . the Insp ector. the line has been obtained: vertically, and at least four feet away, R measured horizontal) from the existing (979) 821 -4791. Y, g GENERAL NOTES wastewater main or lateral. Every effort shall 3. All pipe bedding shall be installed in 6. At the completion of the project, the Contractor be exerted not to disturb the bedding and accordance with BCS Unified Standard shall furnish a set of accurate "As- Built" drawings Detail W4 -03: backfill of the existing wastewater main or to the Owner and the City of College Station in the c4m 1 lateral. format they require. Sheet: 13 of 15 BACKFILL MATERIAL LEGEND IDENTIFIER CLASS OF MATERIAL COMPACTION REQUIREMENTS PER ASTM D2321 -89 STRUCTURAL NON STRUCTURAL 95% MAX PER ASTM D1557 85% MAX PER ASTM 1)1557 A IV A OR IV B @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85 % MAX PER ASTM D1557 B ii, III, OR C @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D558 95% MAX PER ASTM D558 , C CEMENT STABILIZED SAND @ OPT. TO +2% WET OF @ OPT. TO +2% WET IOF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 D IA OR IB OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS REINS. AND JOINT LAYOUT GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. A COPY OF THE BCS UNIFIED DETAILS CAN BE OBTAINED ON LINE OR FROM THE CITY OF COLLEGE STATION. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. 4. ALL WATER LINE PIPE BEDDING SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W4 -03. 5. ALL THRUST BLOCKING SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W2 -00. 6. GATE VALVES AND BOXES SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W1 -00. 7. ALL FIRE HYDRANT ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W1 -01. 6. THE SANITARY SEWER CONNECTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL S2 -00. 7. CLEANOUTS SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL S2 -01. 8. SANITARY SEWER SERVICE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL S2 -02. NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND IN THE HOUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES - WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (ALL PAVED AREAS AND 5' BEYOND CURB LINE) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS ill MATERIAL IN ALL OTHER AREAS. r- r r� OF TF ALTON G. ROGERS I 50833 P; Checked By: AGR Revision: ® 07/19/04 AGR ® 08/26/04 AGR DETAILS 1 C4m2 1 Sheet: 14 of 15 TRANSVERSE REINFORCEMENT: #4 BARS @ 18" C-C LONGITUDINAL REINFORCEMENT: #4 BARS @ 18" C-C g 0 1 60, 1 60 . 1 TANGENT SECTONS ;c TYPE "D "JOINT T YP I CAL 4 SCALE: NTS Lessner Engineering 40 &I.0 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com AL I GZ R 0 G E R S ......................... J 58 Al Y �A FOR CONSTRUCTION 0+00 0+50 1+00 1+50 2+00 2+50 GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS 01 DETAILS. 2. SEE SHEETS C4.1 & C4.2 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. I 3+00 3+50 PROFILE VIEW H. SCALE = 1:20 V. SCALE 1:5 4+00 4+50 de !A(s;p- , 9 , 1 ,4 U.; rN S Fc & rqC 0+00 n4-5n 1 -&-On 315 315 STA 0+3.35 310.33 PROPOSED TOP OF GRADE STA 0+ 19.28 308.45 GROUND SURFACE FFE = 310.50 STA 0+ 19.28 / EXISTING 308.95 77, 5 MAINTAIN 4' COVER 310 STA 0+45.34 308.95 STA 0+45-34 6" 45! MJ BEND 308.45 6" PVC GLASS 200 DR14 (MEETING AWWA C-909 STANDARDS) 305 305 PVC FIRE LINE 6:,X6" MJ TEE & 6 GATE VALVE 300 300 �MINIMUM DEPTH 5' @ SERVICE END 295 295 290 290 UJ z -J Ld i-- z D D -3 cn o �Cq L PROFILE VIEW r! Xor- 'to W a o (D to - vi + H. SCALE 1:20 + a w-,;; t , z II V. SCALE 1:5 ��- ,, M & REVISE WATER LINE. AADD NOTES TO WATER LINE & REVISE EASEMENTS. W W Q H � � ° UJ CL Z 0 < F- U) O °�w wo c ir) UJ J ozo J =) u Issue Date: 04/06/04 Project Number: 03-0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 AGR 08/26/04 AGR TABLE WATER PLAN C303 Sheet: 9 of 15 o > C o U) CJJ M Z W v rn w �s --s ss ss SS _S ,96'2ZL 3 « Lt, L LZ S 2 y 71 6' W Li n� / v a o w n I 0J M z � �y� ` , --rnIG7 C4 77 �C ^ � v O a o� -� • 1 $ o=�� G essner y •t N �y Eng ineerin g ,. 91 - a r17 ^ 10 I c O � � 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 Q + p 979.680.8840 (Phone) O 979.680.8841 Fax 6 ATER LINE O W � � ��, , www.gessnerengineering.com JBLI UT i Y E SEME T902 :NI „9 p 0 ss �C P �6 OF lF"f4 M «�Z��oOZ ��• ,s ALTO G. ROGERS - - rn —� - 0....50833 ..:.��. F S G� ^ 3 o . - a —� R6 (q _ � M FOR Cii Cn CONSTRUCTION - o Z m Cj o l k ) 1 +00 1 +50 2 +00 0 +00 0 +50 315 EXISTING GROUND SURFACE 310 MAINTAIN 4' COVER PROPOSED TOP OF PAVEMENT 8" PVC CLASS 200 DR14 8 "X6" MJ REDUCER (MEETING AWWA C -909 STANDARDS) 6 "X6" MJ TEE 305 INSTALL 8" — 90' BEND 6 "x6" MJ TEE �. & GATE VALVE END 8 PVC CLASS 200 DR1 (MEETING AWWA C -909 ANDARDS) 300 W LL, Lt- 0 Z > r m W J Z Z U�J a. p }m OV v C J W Q W It > LO CL on O .JC) N OM d V r �QLLl0r �N1 +1-� ° (Xap ��Op��p p p • -p t o �W °{ �J MM + J Q= J + M1 +UJ ML7 JMM 1 0 L °a °¢° all It II II � t11 II ail II Q O F 11 II E- Z UJ r- t- v a t z 0 —' v ~ i Z (f) LL. ? L"'L u c io i°- LJ ? w � Nap- 1 0+00 tL 0 +50 1 +00 PROFILE VIEW H. SCALE = 1:20 V. SCALE = 1:5 1 +50 2 +00 GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1 8c C4.2 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. Q REVISE WATER LINE. A ADJUST WATER LINE ELEVATIONS. A REVISE EASEMENTS & FIRE LINE SIZES. Cn W W W cn � o' Z 1O U) - V .— �r � �< v r F O U) .Q w (� co Q9 Wo� W M L!W _1 0 �> J O EO VJ :)v Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: A 07/19/04 AGR 2Q 08/16/04 AGR A 08/26/04 A GR TABLE WATER PLANT C3 Sheet: 10 of 15 14 "' WH��15 CAJI CJ1 C�� (J7 Y N 450" q R LINE w rc O to �co 1- 1 r 1 i a , r— � – l O O C o - 0 m rn L rn z in Z :::1 'O p G7 z --a co fly y am^ Y� J . * 99 L nir,f1 0 +50 .man , >.t.nn , 7..tin Elfreff 0 +00 iron 1 +00 PROFILE VIEW H. SCALE = 1:20 V. SCALE = 1:5 1+50 2 +00 A.a. 3 +00 2 +50 GENERAL NOTES V 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1 & C4.2 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. 1 /2" IRON ROD FOUND GL NORTH RIM ELEV. 3 0 FENCE NI `GN GE 15 ND SV 6' MEN F .94 293. S 85 W OAK 75 F 1 � ' Put 20' PUBLIC UTILITY EASEMENT 1 12" IRON A P R OUND INSTALL 6X3 MJ TE &INSTALL 3" WA k VALVE VAULT ASSEMBLY IN METER INSTALL 11,25• WITH BCS UNIFIED p ORDANCE MJ ELBOW W3 -00 2 EDGE OF CONCRETE EXISTING MANHOLE $ PROPOSED 15' PUE r SANITARY SEWER Z Z � INSTALL 90• MJ BEND 662 0 w u' / r �' c / r LIM F SEE SHEET C4.1 NOTES E-4. AND F • Put . • 0 NORTH RIM i-i-cm 3 +50 INSTALL 11-1/4 & 90 S Al -&29)I W 150.41 6 „ WA �- 6 P�� 2� 4 P� PN O � P ..n r,ONS�R rnUNOSED 1 E n 0 a %-4v. a I i 1 4 1 -1- 0 1 4 1, e ff� 1 -0 ,EF SSIC3L DG N PN 5 n R� D �s 6 MJ TEE, & SNTNA UCE FIRE Hl CI '. C DE T —01 1 ' � GATE VA L NOR OF 4 +00 13 is \ \ � \ Q REVISE WATER LINE. NO 'H M ELEV; \ ® REVISE WATER LINE. IN 3 0.75 \ „ 1;LL 45• BEND &c6 MJ ® REVISE WATERLINE 0 EASEMENT \PUBLIC UTILI & EASEMENTS. ----- � y� \ IN TAL 6X6 \ MJ TEE \ o GTE VAL T 2 � VE 0 FI LINE � V \ S• - Q� \ Lessner EnIfineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTOA G: ROGERS ;o. 50833 FOR CONSTRUCTION W UJI W Q � CL Z _ �O U ry �Q Q U CL U) O >- Q I- W U mU ua W W M W _! 0 II--> J Oz0 CJ J v Issue Date: 04/06/04 Project Number. 03 -0100 Drawn By: DAL Checked By: AGR Revision. Q 07/19/04 AGR 2Q 08/12/04 AGR © 08/26/04 AGR 0 ; FAI0, ■ Sheet: 11 of -15 315 v 315 310 310 PROPOSED TOP OF PAVEMENT EXISTING GROUND SURFACE :]Z MAINTAIN 4' COVER INSTALL 11.25' 305 BEND 305 __ _--- ----"' INSTALL 11.25' BEND 45' BEND 6" PVC CLASS 200 DR14 (MEETING AWWA C -909 STANDARDS) " METER INSTALL 90' MAINTAIN 2 MINIMUM �A-1�� jJ�^. " & SSEMBLY (SEE BCS UNIFED ETAIL W3 -00) 6" PVC CLASS 200 DR14 (MEETING AWWA C -909 STANDARDS) BEND 300 VERTICAL SEPARATION SDR 26 PVCTSANITARY SEWER SERVI E 3 00 INSTALLED IN THE CRASS MEDIAN. 295 295 8" S R 26 PVC SANITARY SEWER 290 1 290 W z Z Z J w w W m a. J 3' � . to W Cj p to 0: CL N m Q ! ?� W 0 O N II d Z - � L st L O O\ to t0 p0 0� ttnN�00 Nn n F' Q tD '- i� to 1 Ntn t0 00 �- O .- 000 M coo tn00 0) 001,1 t!)00 .-Q• O M - N Mm W F-, C W M Z N O-�M Q p O Z+ LL1 4 6 U m i I if) t` N 6 00 to' r Qi O O } O N cd tD t` 00 4 O �} Ot 00 of 4 N 00 N j 0 00 6 4 p �MMM 0; M (6 00 0. O_ rn rn , +�t7tto O_ } + W O O M N �, -t +�N MN MM -iMMt to +Mt O + LcMM D M M E.�M W Z Q 1 I - o O 00 II II I II it 11 Z II II tl '' ii 11 '- Q II II 11 N II II it N n- it Il 11 M 11 II II II st I ii II sh II 0 w w c c c v -�� t -aU- c c t v r t v v a -� c -atu- 0 +00 iron 1 +00 PROFILE VIEW H. SCALE = 1:20 V. SCALE = 1:5 1+50 2 +00 A.a. 3 +00 2 +50 GENERAL NOTES V 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. SEE SHEETS C4.1 & C4.2 FOR DETAILS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. 1 /2" IRON ROD FOUND GL NORTH RIM ELEV. 3 0 FENCE NI `GN GE 15 ND SV 6' MEN F .94 293. S 85 W OAK 75 F 1 � ' Put 20' PUBLIC UTILITY EASEMENT 1 12" IRON A P R OUND INSTALL 6X3 MJ TE &INSTALL 3" WA k VALVE VAULT ASSEMBLY IN METER INSTALL 11,25• WITH BCS UNIFIED p ORDANCE MJ ELBOW W3 -00 2 EDGE OF CONCRETE EXISTING MANHOLE $ PROPOSED 15' PUE r SANITARY SEWER Z Z � INSTALL 90• MJ BEND 662 0 w u' / r �' c / r LIM F SEE SHEET C4.1 NOTES E-4. AND F • Put . • 0 NORTH RIM i-i-cm 3 +50 INSTALL 11-1/4 & 90 S Al -&29)I W 150.41 6 „ WA �- 6 P�� 2� 4 P� PN O � P ..n r,ONS�R rnUNOSED 1 E n 0 a %-4v. a I i 1 4 1 -1- 0 1 4 1, e ff� 1 -0 ,EF SSIC3L DG N PN 5 n R� D �s 6 MJ TEE, & SNTNA UCE FIRE Hl CI '. C DE T —01 1 ' � GATE VA L NOR OF 4 +00 13 is \ \ � \ Q REVISE WATER LINE. NO 'H M ELEV; \ ® REVISE WATER LINE. IN 3 0.75 \ „ 1;LL 45• BEND &c6 MJ ® REVISE WATERLINE 0 EASEMENT \PUBLIC UTILI & EASEMENTS. ----- � y� \ IN TAL 6X6 \ MJ TEE \ o GTE VAL T 2 � VE 0 FI LINE � V \ S• - Q� \ Lessner EnIfineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTOA G: ROGERS ;o. 50833 FOR CONSTRUCTION W UJI W Q � CL Z _ �O U ry �Q Q U CL U) O >- Q I- W U mU ua W W M W _! 0 II--> J Oz0 CJ J v Issue Date: 04/06/04 Project Number. 03 -0100 Drawn By: DAL Checked By: AGR Revision. Q 07/19/04 AGR 2Q 08/12/04 AGR © 08/26/04 AGR 0 ; FAI0, ■ Sheet: 11 of -15 n +nn nJAn 4 ._CIA 4 _._ OIA n.AA n.cA �arT� 315 - - - -- - - -- - - -- - - -- .. . .. 310 3 310 EXISTING GROUNI S SURFACE P PROPOSED TOP OF PAVEMENT 305 3 305 INSTALL 90' BEND 6 "x6" MJ TEE MAINTAIN 4' COVER INSTALL 90' BEND 300 3 300 6" PVC CLASS 200 DR14 (MEETING AWWA C -909 STANDARDS) 6" WATER SUPPLY LINE 295 2 295 290 2 290 W W 0 W m m J WON z -t ¢ ¢ w a r N ° W N ° Q rG p 0 00 N O p o ° O}.Or°1M O O I M MN pi W W Jnto �{ zrn } �' t pQ J 1 1-5z f f- XoZp J 6 60 -� 0 +00 0 +50 1 +00 1+50 _ PROFILE VIEW V. SCALE = 1:5 H. SCALE = 1:20 A 49 tZ,00. L Z N �o 0 0 o � �c 0 a 2 +00 2 +50 3 +00 AND RAL NOTES _L WATER AND SAN ITAR) L BE IN ACCORDANCE � 'N GUIDELINES AND ST/ DETAILS. 0 +00 n +5n 1 +50 315 FFE = 310.50 EXISTING GROUND SURFACE 310 PROPOSED TOP OF PAVEMENT 31 305 _ MAINTAIN 4' COVER 30 6 "X3" MJ TEE W/ VALVE 3" PVC CLASS 200 SDR -21 (MEETING ASTM D2241 STANDARDS) 300 300 295 29 290 1 1 1 1 290 w z J J a a D th of w Q ©0 00 0, SEWER CONSTRUCTION to° 0 I- 0 KITH BCS UNIFIED ° 11 11 �NDARD SPECIFICATIONS Na ~L 2. SEE SHEETS C4.1 & C4.2 FOR DETAILS. \ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. �ffQ, Sys cn�y Z�I- Z ( z - 0 0 to O -< z �C � � I C m W II � o � C 0 �o 00 Q ( —I c M 0 -9;u z °0 M 0 rn(1) > z <0 >0> -U z � o > � > M zM �Cnw Q z m 0 > --mi K U r I vlrn > C N F X PROFILE VIEW V. SCALE = 1:5 H. SCALE = 1:20 1 +00 X � C) 0 C-) '� ca c y � V,kf y 0 � o - oZ ZC cs, O � C O 'C n7 V� � 0 Q REVISE WATER LINE. C o ® REVISE WATER LINE & EASEMENTS Lessner Engineeriner 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTON G. ' ROGERS : .... ,3 ...: 5083 � - .41.tL,. FOR CONSTRUCTION UJ CJ) W W Mr n 0 U) 5Y � p °mow C wow GMWJ 0 V o =o Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 AGR 2Q 08/26/04 AGR 0 . . TABLE WATER PLAN C3.6 Sheet: 12 of 15 2. SEE SHEETS C4.1 & C4.2 FOR DETAILS. \ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. �ffQ, Sys cn�y Z�I- Z ( z - 0 0 to O -< z �C � � I C m W II � o � C 0 �o 00 Q ( —I c M 0 -9;u z °0 M 0 rn(1) > z <0 >0> -U z � o > � > M zM �Cnw Q z m 0 > --mi K U r I vlrn > C N F X PROFILE VIEW V. SCALE = 1:5 H. SCALE = 1:20 1 +00 X � C) 0 C-) '� ca c y � V,kf y 0 � o - oZ ZC cs, O � C O 'C n7 V� � 0 Q REVISE WATER LINE. C o ® REVISE WATER LINE & EASEMENTS Lessner Engineeriner 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTON G. ' ROGERS : .... ,3 ...: 5083 � - .41.tL,. FOR CONSTRUCTION UJ CJ) W W Mr n 0 U) 5Y � p °mow C wow GMWJ 0 V o =o Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 AGR 2Q 08/26/04 AGR 0 . . TABLE WATER PLAN C3.6 Sheet: 12 of 15 PROFILE VIEW V. SCALE = 1:5 H. SCALE = 1:20 1 +00 X � C) 0 C-) '� ca c y � V,kf y 0 � o - oZ ZC cs, O � C O 'C n7 V� � 0 Q REVISE WATER LINE. C o ® REVISE WATER LINE & EASEMENTS Lessner Engineeriner 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com ALTON G. ' ROGERS : .... ,3 ...: 5083 � - .41.tL,. FOR CONSTRUCTION UJ CJ) W W Mr n 0 U) 5Y � p °mow C wow GMWJ 0 V o =o Issue Date: 04/06/04 Project Number: 03 -0100 Drawn By: DAL Checked By: AGR Revision: 07/19/04 AGR 2Q 08/26/04 AGR 0 . . TABLE WATER PLAN C3.6 Sheet: 12 of 15 A. General Notes 1. Prior to construction, the Contractor must provide submittals of proposed construction materials for approval by the design engineer. The design engineer should then notify the City of compliance. 2. A preconstruction meeting should be held prior to the construction with the attendance of the developer, design engineer, the City's Engineering Inspector and Case Engineer, the contractor and subcontractors, and all franchise utility companies. 3. Cut sheets certified by a licensed surveyor shall be provided as they become available prior to construction of the work covered by the cut sheets. 4. Approved erosion control measures must be installed and maintained during the entire time that earth has been bared by construction and shall remain in place until acceptable vegetation growth is established. 5. Upon completion of the project, all areas where existing vegetation and grass cover have been bared by construction shall be adequately block sodded or hydromulched and watered until growth is established. In developed areas where grass is present, block sod will be required. B. Trench Backfill 1. Under proposed streets and structures (including sidewalks), backfill shall be finely divided soil or lime treated soil and shall be compacted in lifts not greater than 6" to a density of at least 95% of standard maximum dry density as determined by ASTM D698 at a moisture content between -2% and +2% of optimum moisture content. Moisture /Density tests should be performed at least every 5000 sf for every 6 inches of fill at locations specified by the Engineering Inspector. 2. In areas not under structures, backfill may be finely divided excavated material and shall be compacted in maximum 6" lifts to a density to not less than 90 % of standard maximum density as determined using ASTM D 698 at a moisture content between -2% and +2% of optimum Moisture /density tests should be performed at least every 5000 sf for every 6 inches of fill at locations specified by the Engineering Inspector. Tests should be performed in the Inspectors presence unless directed otherwise by the Inspector. 3. All pipe bedding shall be installed in accordance with BCS Unified Standard Detail W4 -03. C. Waterline Hydrostatic Test: 1. After the pipe has been laid and backfilled, but prior to the replacement of pavement, each valved section of newly laid pipe shall be subjected to a hydrostatic pressure test. For any section being tested, the pressure applied shall be 150 pounds per square inch. Adjustment so required shall be made for differential in elevation between the low point of the section being tested and the centerline of the pressure test gauge. 2. Each valved section of pipe shall be slowly filled with water, and the specified test pressure, measured to the point of lowest elevation, shall be supplied by means of a pump connected to the pipe in a satisfactory manner. The pump, pipe connection, and all necessary apparatus, including gauges and meters shall be furnished by the Contractor. The duration of each pressure test shall be four (4) hours. 3. Before applying the specified test pressure all air shall be expelled from the pipe. To accomplish this, taps shall be made, if necessary, at the points of highest elevation and afterwards tightly plugged. 4. At intervals during the test, the entire route of the pipe line shall be inspected to locate any leaks or breaks. Any defective joints, cracked or defective pipe, fittings or valves discovered in consequence of this pressure test shall be removed and replacecd with sound materials in the manner provided, and the test shall be repeated until satisfacory results are obtained. 5. No pipe installation will be accepted until the leakage is less than a rate equal to twenty -five (25) gallons per inch of nominal diameter of pipe line per mile over a twenty -four (24) hour period. 6. Should any test of pipe in place disclose leakage greater than the specified, the Contractor shall at his own expense locate and repair the defective joints until the leakage is within the specified allowance. 7. Leakage is defined as the quantity of water supplied into the newly laid pipe, or any valved section of it, necessary to maintain the specified leakage test pressure after the pipe has been filled with water and the air expelled. 8. All waterline pipe shall be polyvinyl chloride (PVC) pressure pipe, SDR 21 Class 200 and shall conform to the Standards of ASTM D2241 NSF -FW. Valves shall be iron -body, resilient seat, brass mounted, and shall conform to the requirements of the AVWVA Standard C509. D. Sterilization of Water Mains During the construction operations, workmen shall be required to use care to see that parts of the structures, inside of pipes, fittings, jointing materials, valves, etc., the surface of which comes in contact with City water are maintained in a sanitary condition. Every effort must be made to keep the inside of the pipe, fittings and valves free of all foreign matter, sticks, dirt, rocks, etc. As each joint of pipe is being laid, it must be effectively swabbed so that all foreign matter is removed. All fittings and exposed open ends of pipe muss be blocked or capped until the line is completed. When the entire pipe line or certain selected sections thereof have been completed, tested, and made ready for turning over to the City of C011ege Station, ready for use, the line shall be thoroughly sterilized according to the following procedure: 1. The line shall be flushed out, completely replacing its entire volume with water from the Owner's main. 2. Chlorine will be injected into the section of line being sterilized so that its entire capacity will be filled with water containing chlorine in the amount of 50 p.p.m. or in such other quantity as determined by the Engineer. The sterilizing agent shall be introduced at one end' of the section and the water released form the opposite end until the sterilizing agent is present at the discharge end in such quantity as to indicate a residual chlorine of 50 p.p.m. or as otherwise determined by the Engineer. All valves shall then be closed and the sterilizing solution permitted to remain in the pipe section for not less than 24 hours. 3. At the end of the sterilizing period the sterilization solution shall be discharged from the pipe and replaced with water directly from a main of the Owner. 4. A sample of water from the sterilized main shall be taken (not through a fire hydrant) from a suitable tap under the supervision of the Engineer or his Inspector and submitted to an approved testing laboratory of the State Health Department for analysis. If the sample shows unsatisfactory quality of water, the process of sterilization shall be repeated until a satisfactory water sample is obtained. Sterilization of the lie of any section thereof shall not be commenced until the Development Engineering Inspector's approval of the method, apparatus, sterilizing agent, and the section of the line has been obtained. E. New Waterline Installation 1. Where a new potable waterline crosses an existing, non - pressure rated wastewater main or lateral, one segment of the waterline pipe shall be centered over the wastewater main or lateral such that the joints of the waterline pipe are equidistant and at least nine - 'feet horizontally from the centerline of the wastewater main or lateral. The potable waterline shall be at least two feet above the waterwater main or lateral. Whenever possible, the crossing shall be centered between the joints of the the wastewater. main or lateral. If the existing wastewater main or lateral is disturbed or shows signs of leaking, it shall be replaced for at least nine feet in both directions (18 feet total) with at least 150 psi pressure rated pipe. 2.When a new waterline crosses under a wastewater main or lateral, the waterline shall be constructed of ductile iron or steel pipe with mechanical joints. An absolute minimum distance of one foot between the waterline and the wastewater main or lateral shall be provided. Both the waterline and the wastewater main or lateral must pass a pressure and leakage test as specified in AWWA C600 Standards. 3. When new potable water distribution lines are constructed, they shall be installed no closer than nine feet in all directions to wastewater collection facilities. All separation distances shall be measured from the outside surface of each of the respective pieces. 4. Potable water distribution lines and wastewater mains or laterals that form parallel utility lines shall be installed in separate trenches. 5. Where a new potable water line parallels a new wastewater main, the wastewater main or lateral shall be constructed of at least 150 psi pressure rated pipe. the new potable waterline shall be located at least two feet above the wastewater main or lateral, measured vertically, and at least four feet away, measured horizontally, from the wastewater main or lateral. 6.Where a new potable waterline parallels an existing, non - pressure or pressure rated wastewater main or lateral and the licensed professional engineer (licensed in the State of Texas) is able to determine that the existing wastewater main or lateral is not leaking, the new potable waterline shall be located at least two feet above the exiisting wastewater main or lateral, measured vertically, and at least four feet away, measured horizontally, from the existing wastewater main or lateral. Every effort shall be exerted not to disturb the bedding and backfill of the existing wastewater main or lateral. 7. Any meter vault assemblies shall be installed in accordance with BCS Unified Standard Detail W3 -00. F. Sewer Line Testing Sewer lines shall be tested for exfiltration, TV inspected and, if PVC pipe, mandrel tested prior to acceptance. Exfiltrarion on completed lines must not exceed two hundred twenty -five (225) gallons. All manholes should be leak tested either by the water or vacuum method. A copy of the TV tape shall be provided to the City. G. Concrete Pavement 1. All concrete shall have a 28 -day compressive strength of 4000 psi in accordance with ASTM C39 or C 109. The Contractor shall submit mix designs for review to the Engineer, certifing that the aggregate has been tested in accodance with ASTM C33 withinj the last 12 months. If fly ash is used in the mix design, the maximum percentage of fly ash shall not exceed 20% of the total cementatious materials. All concrete mixes shall comply with ACI 214 and 301. The percentage of entrained air shall be between 3 to 5 %. 2. Transportation and placement of the concrete shall be in accordance with ACI 301. A test set consisting of 3 cylinders shall be taken every 75 cubic yards of concrete or fraction there of. H. Miscellaneous 1. Metal detector tape shall be placed directly over all PVC pipe at a minimum depth of 24 inches. 2. Where horizontal deflections are proposed, the deflection must occur in the pipe only; no deflection is allowed at the joint. 3. The top of all valve boxes shall be flush with the surrounding finish grades. 4. All construction shall be in accordance with the unified specifications, details and guidelines of the Cities of College Station and Bryan. 5. The Contractor shall notify the Texas Excavation Safety System, otherwise known as DIG TESS, at least 48 hours prior to commensing construction activity at (800) 344 -8377 or (800) DIG -TESS. The Contractor shall also notify applicable utility companies that have utility lines on or in the general vicinity of this project site at least 48 hours prior to beginning construction. A list of utilities are TXU (979) 774 -2506, City of College Station (979) 764 -3660, Cox Communications (979) 846 -2229, and Verizon (979) 821 -4791. 6. At the completion of the project, the Contractor shall furnish a set of accurate "As- Built" drawings to the Owner and the City of College Station in the format they require. GgN&%&%ner EnIfineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com OF �� 6 T F � q S ALTON G. ROGERS '°' ....50833 FOR CONSTRUCTION W (D UJ � W � CL 0 Q F- �e Q U C- O >. J I_ 00 C) W w MW 1--- Oz J T Issue Date: 04/06/04 W W J J U Project Number: 03 -0100 .. - Checked By: AGR Revision: 1n, 07/19/04 AGR O O O , D , GENERAL NOTES C4.1 Sheet: 13 of 15 SEAL WITH 118" R JOINT MATERIAL METAL KEYWAY DEFORMED TIE BARS PLATE #4 X 18" @ 18" C-C LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED. ' S' PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. 0 1 LONGITUDINAL SCALE: NTS JOINT DETAIL TRANSVERSE JOINTS SHALL BE SPACED @ 20' C-C SEAL W/ EXPANSION SMOOTH DOWEL BAR JOINT MATERIAL #5 X 18" @ 12" C-C (COATED W/ HEAVY GREASE) 1/4'R 1 / NON - EXTRUDING FILLER x" 3" LONG^ METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR, CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND STOP SO END OF CAP IS 1" FROM END OF BAR TO BE SPACED AS DENOTED ON PLANS & ALL RADIUS POINTS, P.C. P.T. AND OPPOSITE P.I. & ON ALL HORIZONTAL & VERTICAL CURVES • 5" PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. 6" PAVEMENT - USE #4 REBAR @ 18" O.C. CONSTRUCTION JOINT DETAIL 3 SCALE: NTS TRANSVERSE REINFORCEMENT: #4 BARS @ 18" C-C LONGITUDINAL REINFORCEMENT: #4 BARS @ 18" C-C so' so' so TANGENT SECTONS >c TYPE "D" JOINT TYP I CAL R TI N F. AND J O I N T - LAYOUT 4 SCALE: NTS FOR CONSTRUCTION NOTE- EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P. T• 'S AND P. C. 'S. TYPE 'B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART, 3" 9' R R. �1 3" 14 BARS X 8" @ 30" O.C. CURB & PAVEMENT DETAIL 5 SCALE: NTS TRENCHING 3' O "x 3' -0" Brick Pavers w/ Detectable Warning Devices Wing U0O0 o ` /No Transition Curb 5' -0" -- To Meet Romp (Typ.) Typ. Saw Cut For Exist. Curb PLAN SMOOTH DOWEL BAR 1/2" 0 @18" C-C (COATED 314" W/ HEAVY GREASE) SEAL WITH JOINT MATERIAL NON - EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINTS TO BE PLACED AT 50' MAX SPACING OR AS DENOTED ON PLANS ' S' PAVEMENT - USE #3 REBAR @ 14" O.C. OR #4 REBAR @ 18" O.C. 6' PAVEMENT - USE #4 REBAR @ 19'0.C. X =6" IN FIRE LANE AND DUMPSTER AREA, S' IN ALL OTHER AREAS 2 TYPICAL PAVEMENT SECTION SCALE: NTS 3" NCRETE ,,,,,� _ , T NOT MORE THAN 16" �C. BOTH DIRECTIONS (3" FROM EACH FACE) CURB & PAVEMENT REINFORCEMENT DETAIL 6 SCALE: NTS 6x6 —W 1.4xW 1.4 WWF Premissible Construction Joint Curb Or Wing 4 ,12 Max. 4 " ----- Varies SECTION HANDICAP SIGN DETAIL SCALE: NTS TRENCHING OVER FIVE (5) FEET IN DEPTH SHALL COMPLY WITH APPLICABLE LOCAL ORDINANCES AND OSHA SAFETY STANDARDS FOR CONSTRUCTION PROJECTS. IF GROUND WATER IS ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED FOR A DETERMINATION OF HOW TO PROCEED. METAL OR WOOD SHEET PILING, ADEQUATELY BRACED, SHALL BE PROVIDED FOR TRENCHING IN NON HOMOGENEOUS SOILS. CONTRACTOR SHALL SUBMIT A DESCRIPTION OF HIS /HER PROPOSED METHOD OF SHORING. PILING MAY BE OMMITED IF TRENCH SIDES Q ARE SLOPED IN ACCORDANCE WITH THE FOLLOWING TABLE. _ SOIL TYPE HORIZONTAL /VERTICAL CUT ROCK OR SHALE NO SLOPE REQUIRED 0 COMPACTED GRAVEL 1 : 2 AVERAGE EARTHLY SOILS 1 1 COMPACTED SAND 2 1 1 LOOSE SAND j � • .. 2" SAND CUSHION 3000 P. S.I. CONCRETE -ONE LAYER J3 BARS PLACED NOT MORE THAN 18" O.C. BOTH DIRECTIONS (3" FROM EACH FACE) TYPICAL SIDEWALK DETAIL SCALE: NTS BACKFILL MATERIAL LEGEND CLASS OF MATERIAL COMPACTION REQUIREMENTS IDENTIFIER PER ASTM D2321 -89 STRUCTURAL NON STRUCTURAL 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 A IV A OR IV B @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 B 11, 111, OR C @ OPT. TO +4% WET OF @ OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM 0558 95% MAX PER ASTM D558 C CEMENT STABILIZED SAND @ OPT. TO +2% WET OF @ OPT. TO +2% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX PER ASTM D1557 85% MAX PER ASTM D1557 D IA OR IB @ OPT. TO +4% WET OF CAP OPT. TO +4% WET OF OPT. MOISTURE OPT. MOISTURE TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC. DIP. AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND IN THE HOUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES — WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (ALL PAVED AREAS AND 5' BEYOND CURB LINE) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. 9 TRENCH SAFETY NOTES SCALE: NTS GENERAL NOTES 1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH BCS UNIFIED DESIGN GUIDELINES AND STANDARD SPECIFICATIONS AND DETAILS. 2. A COPY OF THE BCS UNIFIED DETAILS CAN BE OBTAINED ON LINE OR FROM THE CITY OF COLLEGE STATION. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BRYAN COLLEGE STATION STANDARD WATER AND SEWER DETAILS. 4. ALL WATER LINE PIPE BEDDING SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W4 -03. 5. ALL THRUST BLOCKING SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W2 -00. 6. GATE VALVES AND BOXES SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W1 -00. 7. ALL FIRE HYDRANT ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL W1 -01. 6. THE SANITARY SEWER CONNECTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL S2 -00. 7. CLEANOUTS SHALL BE INSTALLED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL S2 -01. 8. SANITARY SEWER SERVICE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BCS UNIFIED STANDARD DETAIL S2 -02. Lessner Enfineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842 -0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com OF TF� J' 'k . Q.�'• . ' �r ALTO{ G.' ROGERS ......................... 0 50833 VJ Cl) L!J W W w� Q =z 0 U) < ry 00-W UL J- (D �� W O W 0 M W _! M T _! F_ > 0 U0z0 __J Z) Issue Date: 04/06/04 Project Number: 03 -0100 SEM G:�k Checked By: AGR / Revision: /1 \ 07/19/04 AGR Q 08/26/04 AGR IA\ n n DETAILS 1 C4 Sheet: 14 of 15 VARIES ( 1150 MAX. SLOPE) " MIN.