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HomeMy WebLinkAboutSP2015-0000341 w Pw J U Z 0 O O m � o K LY = Z F U j z� m Uw N O W J O 5 O www O a � wz � O O � LL !r 00 w i 2 O w � ow a¢ 'U U W m w oTSC ~ J Z�JW U W m m J ¢ O Z C ¢ h w O � m J 2 7� U O Z WO � K W W_ K X W O Z w ¢ X w O O w z� ww 1=. N . 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COLLEGE STATION UTILITIES ATMOS GAS 1008 WOODCREEK DR., SUITE 103 1601 GRAHAM ROAD 297 N. EARL RUDDER FREEWAY COLLEGE STATION, TEXAS 77845 COLLEGE STATION, TEXAS 77840 BRYAN, TEXAS 77802 979.693.3838 979-764-3660 979-774-2506 . �- w DEC 2 8 2015 COLLEGE STATENGINEER E Z a W- U 80 (''5L/ I..a.- V Q Ow� J t0 m F \a c c; zz� 0 J o a 3 1 ... LU Z m ..s .....�.. z Lu \\\\ \�, y�.oF .Tf l# DANIEL, P. 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J 1 1£ 7 i t 1 y£ I / %0 ttt ti tt I l + It t t , \ 1 t 1 I t 1 t I , i" i � tt I i W I r /� I ,'� CL.ARK AND `NDHAM INC. f I I I I I 1 \\�� I ( t REAL A(_CHEMlY I, LIP a I I I I ZONED WPC \ \I ) I� U- ** NOTICE TO CONTRACTOR** I COORDINATE WITH ADJACENT LANDOWNERS REGARDING _. ._ ACCESS TO SITE THROUGH ADJACENT PROPERTIES. i I.R.INVES�< if �7 dop '' to 1 1 ` ug' €p I np ( � \ 1 ! / 1 1 1 I I 1 I 1 I € 3 I 3 1 I 1 i 1 ' I I i 1 I [[I 1 I i I I 1 s i r+ t 1 1 r 1 1 1 It \ �t 1 � 1 I 1 1 I t r 1 1 I I 1 I ltt 1 tt i t / \ t / ^ t !! 1 \ 1 I \\ t \i \t V I I I 1 I i 1 1 I I I I ± IIf I II 1 II 1 it II tf tl I I 1 II 1 11 I !I II I! tl 1 II 1 ! i I ! I 1 1 I 1 ** NOTICE TO CONTRACTOR** IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON THE PLANS. ANY ADDITIONAL COST INCURRED DUE TO NON -VERIFICATION OF THESE EXISTING ITEMS SHALL BE AT THE CONTRACTOR'S EXPENSE. LEGEND (SEE SHEET C2.2 FOR TYPICAL DETAILS) PROPERTY LINE / R.O.W. LINE PERMITTED LIMIT OF DISTURBANCE t ooy DIRECTION AND SLOPE OF EXISTING OVERLAND FLOW EXISTING CONTOUR SF TEMPORARY SILT FENCE (APPROXIMATE LOCATION, SHOWN OFFSET FOR CLARITY) CE STABILIZED CONSTRUCTION EXIT SS SWPPP INFORMATION SIGN, APPROXIMATE LOCATION IP3 AREA INLET PROTECTION TEMPORARY PARKING/STORAGE AREA TPS (CONTRACTOR TO LOCATE WITHIN LIMITS OF DISTURBANCE AS NECESSARY) S Y S© SEDIMENT TRAP O TS TEMPORARY SEEDING I STABILIZATION. D DIVERSION DRAINAGE BREAK STABILIZED SOIL CD ROCK CHECK DAM SOIL TYPE LEGEND 28 SANDY CLAY LOAM. 0 30, 60' GENERAL EROSION CONTROL NOTES 1. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 2. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, AND LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 3. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 4. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. 5. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM SIDES. 6. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 7. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS OR LEAKS. 8. DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 9. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIAL SHALL E S S L B PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 10. ALL STORM R WATER POLLUTION PREVENTION ME ASURES EASURES PRESENTED N I 0 THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 11. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST -GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAWIHAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING OR BLANKETS. 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY TA ILI S B ZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 13. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION EXITS IS NOT SUFFICIENT TO PREVENT THE TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENT a G ER A PUBLIC ROAD. PROVISIONS I 0 15 ONS MUST BE MADE T INTE RCEPT ERCEPT THE WASH WAT ER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED F OF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. 14. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 15. CONTRACTORS R B 0 S 0 SUBCONTRACTORS SHALL REMOVE ANY SEDIMENT THAT MAY HAVE BEEN COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE, 1fi. ON -SITE & OFFSITE SOiI STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 17. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 18. DUE U TO THE GRADE CHANGES DURING THE DE VELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE. 19. GENERAL CONTRACTOR IS TO DESIGNATE / IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENTATION CONTROL PLAN/SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE TPDES GENERAL PERMIT, WHICHEVER IS MORE STRINGENT AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. **CAUTION** - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE ARE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, INCLUDING WATER, SEWER, GAS, TELEPHONE AND ELECTRIC. THERE MAY BE OTHER UTILITIES INCLUDING CABLE TELEVISION, TELECOMMUNICATIONS AND OTHERS. SOME OF THESE UTILITIES MAY BE ABANDONED, WHILE MANY ARE ACTIVE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS, AND IF ANY EXISTING UTILITIES ARE DAMAGED, THEY SHALL BE REPAIRED IMMEDIATELY AT NO COST TO THE OWNER. THE CONTRACTOR IS TO BE AWARE THAT IF ANY EXISTING UTILITIES ARE SHOWN ON THE PLANS THEY ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY AND THAT THE EXISTING UTILITIES SHOWN REPRESENT A DILIGENT EFFORT TO SHOW THE APPROXIMATE LOCATION OF SOME OF THE UTILITIES. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTION DEPARTMENT AND PROVIDE AT LEAST 3 WORKING DAYS NOTICE OF THE ANTICIPATED CONSTRUCTION. BMP'S INDICATED ON THIS PLAN HAVE BEEN DESIGNED TO ACCOMODATE PROPOSED CONSTRUCTION. CONTRACTOR SHALL MODIFY/IMPLEMENT ADDITIONAL BMP'S TO CONTROL SEDIMENT LADEN RUNOFF AS CONDITIONS WARRANT TO MAINTAIN COMPLIANCE WITH ALL REGULATORY AGENCIES. !ate "34' � v'3,� � 6:.� �: �. � : s 3e-' . •., DEC 2 8 20115 COLL EGE STATION N'EE IN, ACREAGE SUMMARY ON -SITE DISTURBED AREA 1.07 OFF -SITE DISTURBED AREA 1.25 TOTAL DISTURBED AREA 2.32 DEVELOPERIOWNER SCOTT BALL PROPERTIES 4711 JOHNSON CREEK LOOP COLLEGE STATION, TEXAS 77845 SUPERINTENDENT: Z in Li [ N E M m - Cr 0 U � Lu X � �.:. � BOLL o CL x �¢ a \�Cl_' 0 ¢ Cn W f�� m it 0 C7 >to v J 0 a 3 w W = Z \1 OF`t�t w ............. F'. r , *: :* •••DANIE� P. BEAMON••• 105876 F.-. LU cn O L W = Z Q O O 0 ttLu^ W � J J Z ® a) r- O U U J LLff .. . 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I Y r^ 1 t I I r} 1 ' r I ( 2 ht l�Yt i it r r lI I I tl i l 1? j1 t 1` ary I I 1 1 11 1 I t � r 1 i J \ 4 /' �J \•1 it t V t ' J 1 I f s i , 1 1 I i f � 1 I I f �a ' � J i i r h i rJ I I r r r r � r i t T 1 r l v of { I I t i I i 1 1 ** NOTICE TO CONTRACTOR** IF CONTRACTOR DOES NUT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW, CONTRACTOR IS RESPONSIBLE FOR VERIFYING HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON THE PLANS. ANY ADDITIONAL COST INCURRED DUE TO NON -VERIFICATION OF THESE EXISTING ITEMS SHALL BE AT THE CONTRACTOR'S EXPENSE. LEGEND (SEE SHEET C2.2 FOR TYPICAL DETAILS) PROPERTY LINE / R.O.W. LINE PERMITTED LIMIT OF DISTURBANCE A may, DIRECTION AND SLOPE OF EXISTING OVERLAND FLOW 1t EXISTING CONTOUR SF TEMPORARY SILT FENCE (APPROXIMATE LOCATION, SHOWN OFFSET FOR CLARITY) CE STABILIZED CONSTRUCTION EXIT SS SWPPP INFORMATION SIGN, APPROXIMATE LOCATION IP3 AREA INLET PROTECTION TEMPORARY PARKING/STORAGE AREA TPS (CONTRACTOR TO LOCATE WITHIN LIMITS OF DISTURBANCE AS NECESSARY) SO SEDIMENT TRAP Q TS TEMPORARY SEEDING / STABILIZATION. D DIVERSION DRAINAGE BREAK :SUS 1100 !i- m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o N O ���� 0 W u1 N E t._.W„ 2 t-M 8 Q ~ �. a C~.i W Z � o � y O vL luj � CL o /C""����� 0 W W U Z '---'� \ W = O O 3 1\ - z W i �\ d ems` �!�,�� OF ,Tf'si+1 sd: ...DANIEL P. BEAMON ........................ 9n t 105876 6Q 5 ®I- W (n g Lu U3 ca 0-", U) L V ~ a �-- ® n W Q CD LU J -1 r O V J L0 N 0 df- r- U)� `V' 00 LLL1JJ d p 0LLJLU > F- wok Z z LLI pz Ne w F z U F- O U O ¢«sFFU)F- a0Q Zmzww ¢zc~n U w o z W w 0 w ILz=�-� Zp."-_j 0 < cl -5 00 0 L)U i • ■ DRAWN BY: JOB NO.: PDF 4037-001 CHECKED BY: DPB SCALE: DATE: 1 11 -30' 11-24-15 SHEET NO.: G-2.1 W ~ W U U Z Z Z0 0 0 w � _ 0 U W 0 K Z Q 0? _ z � m U l W j 0 7 O w wcr 00 � w aJ O o� a� O U �w w 0 o0 w it wa ¢Q w = U U w3 ow 0Q wz Q U � w Li mw -3< 0m ,wn w m w� m J woZo Z w 0. o�_ N LL OZ 0 � �Q o= W ~ U O m w� aQ �o a� w m ~0 LD �a w } J U O N Z w w os WO Z w 0 5 U 0 �a �z O wC r o= of U C7 CA ao o� az z- O m Z om mo uj � W 3J w o� w O U � oa �z w -rc w¢ z uA oN C. w LL j U U w ga m JJ w Q z U Z z0 oz 0 z (Qj m J Z 0. U Z �(D U rn wo w gz W ZO C, w z 3 �_ 0 Y m yzO3 m 0 0 8 c m U a C)d c 0 0 O N 0 L rn 0 U TIE EXCESS MATERIAL TO M STAKE S MIN. (TYP) _ TIE EXCESS MATERIAL .. TO M'STAKE \q\� SAND BAGS \ FOR SUPPORT \ 6"0 FILTER SOCK MAINTAIN ACCESS TO COVER FOR INSPECTION REPLACE TUBES WITH FLOCCULENT PER MANUFACTURER'S SPECIFICATIONS. FILTER SOCK CURB INLET SEDIMENT SEDIMENT FILTER IP2 N.T.S. SILT FENCE MATERIAL TO BE ATTACH THE WOVEN WIRE FENCE TO FASTENED SECURELY TO WOVEN EACH POST WITH THREE WIRE TIES OR WIRE FENCE WITH THREE TIES OTHER FASTENERS (SEE NOTE 1) \ SPACED AT 30' ON CENTER (SEE NOTE 1) CROSS m� 2" X 4" WOOD FRAME OR STEEL "T" POST FRAME DROP INLET WITH GRATE 1 t 1 SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS 2' x 4" STAKE OR STEEL'T" POST WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3"INTO GROUND � f EXTEND SILT FENCE MATERIAL A MIN. OF ;\; POSTS: 2" X 4" WOODEN STAKE OR STEEL "T" POST V-0" INTO GROUND FENCE: WOVEN WIRE,14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DECREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1' VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. SILT FENCE INLET PROTECTION IP1 N.T.S. LEAVE 2 TO 3 INCHES OF STAKE STICKING UP ABOVE THE TUBE. BACKFILL AND COMPACT LOOSE MATERIAL UPSTREAM OF TUBE. N Y 6-121NCH 4a FLOW TUBES STAPLE 6'(MIN) STAPLES PLACED ABOUT �� - EMBEDMENT INCH UPSTREAM OF TUBE. T:16E FLOCCULENT MAY BE INSTALLED BEFORE OR AFTER THE INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS. BEFORE INSTALLATION OF TUBE, SMOOTH AND SHAPE EARTH SURFACE AND REMOVE ALL STONES, ROOTS, OR OTHER DEBRIS GREATER THAN 21NCHES IN DIAMETER. IF INSTALLING TUBE ACROSS A DITCH, THEN EXCAVATE A PLACEMENT TRENCH ABOUT 3 INCHES DEEP. SECTION o�i FOOT OVERLAP u 6 TO 8 INCH WIRE STAPLES SPACED (MIN) I FOOT ON CENTER. /PRE Nf6-12INCH �l� STAKES SPACED 1 FOOT ON CENTER IN TUBES AND AT OVERLAP AND IN CHANNELS. SS DOWNSTREAM EDGE OF PLUMPED UP OTHERWISE SPACED 2 FEET ON CENTER. TUBE ABOUT 1 INCH UPSTREAM AND DRIVE STAKES INTO THIS INDENTATION. PLAN GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR SLOPE INSTALLATIONS SLOPE GRADIENT TUBEINTERVAL 1HAV 15 FEET 2HAV 25 FEET 3HAV 35 FEET 4H:1V 50 FEET GENERAL GUIDELINES FOR SPACINGTUBE TRENCHES FOR CHANNEL INSTALLATIONS SLOPE TUBEINTERVAL 2% 25 FEET REPLACE TUBES WITH FLOCCULENT PER MANUFACTURER'S SPECIFICATIONS. FILTER SOCK FS ra N.T.S. FLOC TUBES 11/01/07 METAL T-POST AS REQUIRED TO MAINTAIN SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF r/ DRAINAGE FLOW J � f ' � Irk., • NATURAL GROUND l I Z I /, 4"X4" MIN. TRENCH 3"4"0 STONE RUNOFF WI OVERLAND 2"X4" WIRE MESH FASTENED TO T-POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. SILT FENCE ASSEMBLY N.T.S. SF AREA INLET PROTECTION IP3 N.T.S. FREEBOARD DESIGN FLOW DEPTH DIRECTI�F FLOW IF OVERLAND FLOW DRAINS TOWARD THE DIVERSION FROM BOTH SIDES, DO NOT CONSTRUCT BERM TYPICAL TRAPEZOIDAL DIVERSION NOTES: 1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR TO PLACING BERM. 2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND STABILIZED. 3. REFER TO E&S PHASE 1 & II FOR TEMPORARY AND/OR FINAL STABILIZATION MEASURES. 4. BERM SHALL NOT BE CONSTRUCTED OF TOPSOIL. DIVERSIONS DV N.T.S. NOTE 2 NOTE 1 6" MIN. DEPTH STONE (ASTM D448, 3" TO 5" DIAMETER) OVER GEOTEX i ALE FABRIC WITH SAME SQUARE FOOTAGE. 6" MIN. GEOTEXTILE FABRIC SUBGRADE EXISTING STREET NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. >; MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE --v VARIES 5Yo 100 0, , OUT CONSTRUCTION EXIT SILT CONTROL N.T.S. CE NOTES: 0 1. ALL LUMBER SHALL BENOM/NAL 2""X4"LUMBER PROVIDE SANDBAGSAT EACH 2. REMOVE SIL TAND DEBRIS WHEN SEDIMENT PROVIDE D SA D BAGSATONBOTHTEACH OF I REACHES25% OFFENCEHEIGHT, OR WHEN SUPPDRAIN OPENING FOR STABILIT} j € € I i I BULGES DEVELOPIN THE SIL T FENCE AM TERIAL AND TO PREVENT FLOATING 1o' 0 2' 8" �a I 4' S/LTFENCE MATERIAL PROVIDE MINIMUM ' I'CLEAN GRAVEL AROUND _ = DRAIN Of 0 0 18' 1s• SILT FENCE ON PAVEMENT DETAIL SFP N.T.S. 1/2"0 GALVANIZED LAG BOLTS WITH HARDWARE 0 (TYP. 6 PER SIGN) NOTE: THE FOLLOWING INFORMATION SHALL BE POSTED NEAR THE MAIN ENTRANCE OF THE CONSTRUCTION SITE WITH THE FOLLOWING INFORMATION; A. A COPY OF THE SMALL CONSTRUCTION SITE NOTICE; B. THE NAME AND TELEPHONE NUMBER OF A LOCAL CONTACT PERSON; C. A BRIEF DESCRIPTION OF THE PROJECT; 0 D. THE LOCATION OF THE SWPPP IF THE SITE IS 0 INACTIVE OR DOES NOT HAVE AN ONSITE LOCATION TO STORE THE PLAN. ,►� 4' x 4' x 3/4" THICK TREATED PLYWOOD I 0 (TYP.1 PER SIGN) 0 4" x4" x12' LONG TREATED WOOD POST(4'BURY) (TYP. 2 PER SIGN) LA SWPPP INFORMATION SIGN ss N.T.S. A 6" N OR APPROVED OEQUAL (DOWNSTREAM VIEW) �A TOP OF BANK 6" 2 2 FLOW 1� �1 6'-12"ROCK SECTION A -A CD ROCK CHECK DAM N.T.S. A' Mw Q > N C W ��N E \ \@\`. w < <u.�rn n F=— W F— o Lu E2oL ui LL 3� w f� u } N 10 u, 0- 3 C) 1 ��� ti Z W v a U G z w . 3 Z — z W OF '�".T E AW g 'w /.... :................... / ....:. . ` DANIEL P. BE:AMDN 105876 ? W cf) Lu V/ 0 O V C) ^ V p w W a. .�.� J � ILL An 04 LLI W o H LO O C/) w 00 a ti O O W W w p Q Z Of Z Lu W FF— O Q O O V O J Z W Z W LL.I Q m p> p Z cn QOf co = w J W Z J Q Op W I— O W Z O , J O Ov 0 U J 0 0 J V ® w o in 0/ uj DRAWN BY: JOB NO.: PDF 4037-001 APPROVED BY: DPB SCALE: AS SHOWN DATE 10/22115 SHEET NO.: C 2.2 W F ai Ow a= s- If C Zo oW zw �It K = U�QS Z� m w crt U W 0 o.� 2 0 0 a� o� 0 8 0 0w �o wQ �aQ w� U = S U w �w 02 Z W U � w fA m$ o¢ 0 y D w o w� m s3 `r' o Z , of 0 N 0 z0 01 a� Z w wiE 1x y 4 � U O �o w a 0 a w - m x- _ z 0 Ir a r w F' U a r O - Z - z a 0 w U r= C w w Cr o0 0 r z 10 w - U 0 r mw am = Z a 0 o0 F¢ ts oy w O U z a 0 ci Zd z o� U m O 0 a a" w0 Cw 0 d �+' w � C) O U za oz W¢ w 0 t=�rn r- 0 z w w - w � U S� 0 w Z� =Z o Z zp a< �z Z c� U � w 0 N w o= r Sa �o w ?_ L Z Ne O Y N Of NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' 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. -72 6- T 24" 6. 114 R R 3 R 114 R fo 3" 00 co 4" =#4 BARS 0=314" X 18" SMOOTH EXPANSION DOWELS REFER TO GRADING PLAN FOR PAVEMENT ELEVATIONS TYPICAL COMBINED CURB AND GUTTER SECTION [+ 6112' A 8" CIC VARIES I •=#4BARS TEMPORARY DOWELLED IN CURB DETAIL Phase 3 Water/Sewer Demand Minimum Demand (GPM) Demand (GPM) Peak Demand (GPM) 0 4.5 17.8 Existing Flume Falcon Point Condos Phase 3 Water/Wastewater Usage Number of Units Capita Per Unit GPD/Capita Average Total GPD Average Daily Total (GPM) Peaking Factor Peak Hourly Flow (gpd) Peak Flow (GPM) 24 2.67 100 6408 4.5 4 25632 17.8 1907 DARTMOUTH TEXAS HUNTINGTON APARTMENTS LTD, WOODSTOCK PHI, BLOCK 2, LOT 4-5, 9.69 AC, ZONED R0 Huntington Apartments 0 20' 40' z LL w , , E1.! I r� c) 1 � � n. _j I c 0 ca 1 1 I I 1 O N 45'44'49'r E 309.30' s .R. O� FALCON POINT CONDOS LLC. 30'PUBLICUTILITY EASEMENT FALCON PONT, BLOCK 1, LOT 3, 1.07 AC. VOL.911, PG-, 637 ('$wl ZONED WPC D 0 0E 0E 4 ( LP LP 01 -C C- -OCOP OE OF O OF----...•'C::. I 1 30s Ira 30S - 305 - - 30S- - -- -- 3OS- - 3OS•- - - 3OS'-' - 305-- - 3 -- 305- - - 3JS- - 30S- - 30S- - 3O - 30s- S- o ?. o - O I 20' Lfi \ \ \\\ \ \\\ \\ \ \\\ .\. 1 15 DARTMOUTH \\..\ \ \ \\ is\u�,�,\-' \ \ \ \\ \\ \ T D S LL\.• \\ FALCON POINT CON \. \\\ \ \ \ \ \ POINT. K 1 LOT 2 1.12 \ \ FALCON O BLOCK , \ � \ \ \ \ R M \ \ \ \ \ \ TAPER CU B FRO \ .-. ��ilP TURN AROUND E \\ \ \\ 1=ASEM \\ \ \ ZONED\ \\\ \ \ e \\ EXIST PHASE 2 BUILDING . \ALL HANDCAP \ \. \ \\ \ \ \ ,.\ � \ P RK N SIGN P. \. .\ \\ A I GSG 26 5 S \ \ \ \ \ _\ CONSTRUCT ACCESSIBLE i \ ,\\ , RAMP P. \ \ \ \ \\ \ PAINT ACCESS \\ :. \. \ IDEWALK � \\\ \\ \.>• CONNECT TO EXISTING S a \ \.. \ \ \ .. SPACE SYMBOL \ \ s � h' Y � L �A •1 . p°a r r s t . I..w .e: • R • b �lL i 4 ♦ v - 1 cn v u' z .r 9 0 ♦ ": 5, s __tea.^^.. ," v'„ : • . •: � � � I � I � +' •4 • . 7- INSTALL ±90 L.F. DOWELED -IN CONCRETE CURB I .• r _ d I 17 ♦ i . , v • � ca ~" :'-1 . P F --- FIRE LANE TIE INTO EXISTING CURB I q v PAINT EXISTING PAVEMENT ♦ •. I PARKING STRIPE . •:- -v � WITH 4"WHITE TE � i a ♦ a') it! (�hES� ♦ ► VAT AV b .�... ♦ • ♦ CONS RU I NT v .• T 'W. + + E E + b <. v R v ♦ ', TIE INTO EXISTING ) v • °! �< ACCESSIBLE RAMP ... ;:...., CC .. � G. �0 + . ► CONCRETE PAVEMENT 4 n + . + •. • I ( PAINT EXISTING PAVEMENT , �.' T V. ♦ ' ° ♦ WITH 4" WHITE PARKING.STRIPE b v ... ' ♦ MATCH EXISTING PAVEMENT f 2 II 1 VT ♦ ♦ i�=\ +t.. '?." P + fIRIR LAN -F! ' a _ v v. r 9.LL ' * ♦ ' �\ + ,ky .- ♦ '< p CO );'. r4i . + ,y ' + 'cD Q-' (� 1 ► S ? " 'y+, en I • ♦ri ' b ► TIE INTO EXISTING CURB 4� REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10' � o I 3 to 1110-1411 ft \ \ \ \ \V, xt\\\ \\\. \ \. 1915 OU TH \ \. \ DARTM \ \ \\ I \ \ '' \\ FALCON POINT CONDOSOR \_ \ \ PHASE 3BUILD,N 27 20\ \. RE DEPARTMENT CONNECTION\ o \\\ \ \ \ \ \ \\\\\ \\ \\\ \ ..WITH BACKFLOW PREVREFER OARCHITECT ENTOR \\\\ \\\ Ed: 34.5' \ PROPOSED PU BLIC \ INSIDE RISER ROOM DRAINAGE \ \ \ \ o\ \\ \ EA E \ \ \ \\ \ \ \ \ , G S MENT o \\\ \ \ \ .. .. _ F. F.E. �\\ .. \....\ � \ \ � .\ \\ , \ 27.9 � \� \\ .. . \. \ \ .\ . \. \. PAINT 4 WIDE STRIPE \ o\\. \ ! \ a PAC C P ON2S INGC TY \\\.\._. ..\ .r. _.. \ \.. \\\ \\ \ \\ \ ` \ \ \\ \ \ \\ \ \ \\ \\ \ .\\\ \ -T-_ EI STATION CITY OF COL EG � r. sd r• i' A I Lc R{ 90.1 5 SO A •'i• 00460 M R Q CL TRACT i ZONED GS/ x ' r . •r'r •b' r' k" '•'Ea...cR..:....^ :' ..ate••., ,,y,.. r xc 'J• O l' t*7 «+!. -G • '!f!$ \ 3 �., .. P.WS "W P-WS P-WS ••,g K^Mi$ l °-kSS -M P:f ' \� \� f V' S 1 *'-4C5 P-W5 'x• p-W3 ,*Wq P-v"s PiV3 +e.-:uS i�M• P,S. F`No •S }} 169 SF _� 1 PROPOSED PUBLIC 9' M9 M9 DRAINAGE EASEMENT TAPER CURB FROM ° I 9.4 CONSTRUCT CONCRETE TYP F tEi ( ) 1 -�- CURB AND GUTTER -` 6" TO ZERO IN 6' " a ' UNDERGROUND �' PAINT4 SOLID DETENTION A EASEMENT • PARKING STRIPE G0-1 •;• fF/ INSTALL FIRE LANE STRIPING - CONSTRUCT LANDSCAPE 1 iM \ ISLAND `14 ° I F L \ PER CITY 0 CO LEGE � \�� ' �, ALL RADII ARE 3' UNLESS TINSPECIFICATIONS ' , . STATION PR OPOSED' NOTED OTHERWISE <: £ o �. � FIRE HYDRANT �A FI' - LANE to s 111 11" k \ ` / KA '91t.•3 U CONSTRUCT /180 SF 0 ACCESSIBLE RAMP / p I rr 28S...) I ) yCLr 1 30iYISF v , . INSTALL 3 MUTCD r€ .o g� f _ _ _ w MARKERS OM4-1 7 f C. IIr? r $ 9 yy 41) 01, IN+° d Mao r�� .d 3 FaW -- - L£- s - _ _ _ ��....-- ?- ., /. „„. N 45'44 49.E 2 1,5.30' 1 \ n.. { I N 45'44'49 E 94.71,.._ ;: I a ." 1G' PUB IC UTILITY EASEtv1E !T CONSTRUCT DUMPSTER ) ,: ' 10' PUBLIC UTILITY EA5EA•:ENT ) L 1, S �q• $ i-iA, °E-~ " �� !I "" �' is �� CONSTRUCT CONCRETE T VOL. 1079 PC.30 ca VOL.11079,PG.30 CONSTRUCT 3 TALL, ENCLOSURE CURB AND GUTTER "' 10' LONG CONCRETE I - ----- - - - 1------ 18" ROCK RIP RAP CURB FOR FOR EMERGENCY 6" ) $: }.. 1ca OVERFLOW Dso= ^ 11 t [ 2250 DARTMOUTH REAL ALCHEMY 1, LP A004601, M RECTOR (ICL) TACT 154, 6.12 AC. ZONED WPC VICINITY MAP ISOLATION VALVE FOR FDC. `'� 1\ ,)� [ I o VALVE SHALL HAVE LOCKABLE LID WITH THE SAME \ 1 / I° 41 OR BETTER PROTECTION AS THE AMP OR USA, LL562 y LOCKING LID. AN ALTERNATE LID SHALL BE \iMlof APPROVED BY THE CSU DIRECTOR OR HIS DESIGNEE. / L� g;( INSTALL TEMPORARY CONCRETE CURB [ I ) V jj rn O Q ,v 3 , ( ISOLATION VALVE FOR FURTURE FDC. [ NI ,/ (E - VALVE SHALL HAVE LOCKABLE LID WITH THE SAME OR BETTER PROTECTION AS THE AMP OR USA, LL562 1 u`xi 1 G C'1 j (" LOCKING LID. AN ALTERNATE LID SHALL BE [ 1 APPROVED BY THE CSU DIRECTOR OR HIS DESIGNEE. I CD LO INSTALL 3 MUTCD [ QW 1 3o r's. i MARKERS (0-1)C, UNDERGROUND m ;65 LZ DETENTION B �rl / Ld �/ I F ZI 1 [ �1 Z� [ V% M F € } 1 FALCON POINT CONDOS Li-C• FUTURE ING 4 APPROX.30247SF [ 1 1 IFALCON POINT, BLOCK 1, LOT 4, 1.43 AC. [ (NOT A PART OF ( 1 ZONED WPC [ THIS PERMIT) I 1 IFUTURE BUILDING 5 I j 1 APPROX. 8,000 SF I ii (NOT A PART OF I [ [ 1 cs I THIS PERMIT) T rn 1 I tin 1 r (CIO 1 I I BENCHMARK #1 TBM: SQUARE CUT ON SOUTH EDGE OF CURB INLET LOCATED AT THE WEST CORNER OF THE SUBJECT SITE, ON EAST SIDE OF DARTMOUTH STREET ELEV. = 271.718' Know what's below. Call before you dig. SITE LEGEND STANDARD DUTY CONCRETE PAVEMENT (6" THICK 4,000 PSI WITH NO.4's 18" OC) HEAVY DUTY CONCRETE PAVEMENT (7" THICK 4,000 PSI WITH NO.4's 18' OC) \J `' 1 „ PROPOSED BUILDING ARCHITECTURAL FLATWORK (REFER TO ARCHITECTURAL DRAWINGS) Eil11 '; ` TOTAL NUMBER OF PARKING SPACES PER ROW - - - - PROPERTY LINE PROPOSED MONOLITHIC CONCRETE CURB PROPOSED FIRE HYDRANT PROPOSED SANITARY SEWER Q MANHOLE PROPOSED STORM STRUCTURE • PROPOSED CLEANOUT a PROPOSED TRANSFORMER PAD 10J'- 1 TYPICAL SLAB REINF. #3 BARS 12" U.C.E.W. e I i i� 4"MIN. SAND LEVELING BED 3" MIN.TYP, #3STIRRUPS @ 1--4- D.C. FY=40 KSI 3" MIN.TYP. 6 MIL POLY. O O WATERPROOFING ' - 1•A•• TOP BARS TOP &BOTTOMOM I (FY=80 KSI) DUMPSTER WALL DETAIL �D 1 \F :"► ti \ E w� \ \ \ \ x\ C \ d dr* \ Z w o FIRE,..ANE > LU N U 75 25.0' ,L w SPACING m GENERAL NOTE) v r ) A. S7RIP/NGTOBEDONEINACCORDANCEKITH CITYSTANDARDSTHE PAVEMENTMARKINGS SHALL BEFROM THE TOP OF THESEAMOF THE CURB TOA POINT EVEN WITH 7HEDRIVING SURFACE. STRIPING DETAIL: A. FAINT: LST7?IPESHALLBESIX(6)INCHESMDEPAINTEDWITHANEXTERIOR ACRYLICLATEXPAINT A. COLOR SHALL BE 7RAFFlCRED' GLIDDENNo. 63251 OR EQUAL. 2 LETTERS SHALL BE FOUR (4) INCHES HIGH PAINTED 147THAN EXTERIORACRYLICLATEXPA/NT. LETTERS TO BEONE (4) INCH STROKE. B. COLOR SHALL BETRAFFlCWH17F"GLIDDENNO. 563245OREQUAL. B. APPLICATION. 1. S7RIPEMAYBEBRUSHED OR SPRAYED, ONE COAT TO FINISH. I LETTERS SHALL BES7ENCIL FORMED, BRUSHAPPLIEDAND SPACED ASDETAILED ON THIS SHEET. FIRE LANE STRIPING DETAIL SITE PLAN BUILDING #S FIRE DESIGN Constr. Type Bld. Size SF No. Sto ifs Sprinkled (Y/N) No. FHs (Locations)_ REVIEWED FOR COMPLIANCE DEC 18 2015 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: (--W0W4E DEC 2 8 2015 COLLEGE STATi ; ENGINEERING GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, AND OSHA REGULATION. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE CONNECTED TO THE BUILDING. 3. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, CENTER OR END OF STRIP, FACE OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING IMPROVEMENTMATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO SEPARATE PAY FOR THIS WORK. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND NOTIFY OWNER AND/OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR TO REPAIR. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN, EXISTING CONDITIONS. 7. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 8. EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. 10. CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 11. NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OUTDOOR LIGHTING STANDARDS OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 13. CONTRACTOR/OWNER SHALL MAKE A REASONABLE ATTEMPT TO NOTIFY ALL ADJACENT LANDOWNERS PRIOR TO BEGINNING CONSTRUCTION. 14. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN IDENTIFIED IN FEMA FIRM MAP 48041 C 0310 F, REVISED APRIL 2, 2014 15. CONSTRUCTION DETAILS CAN BE FOUND ON THIS SHEET OR ON SHEET G9, G10. SITE INFORMATION OWNERIDEVELOPER SCOTT BALL PROPERTIES 4711 JOHNSON CREEK LOOP COLLEGE STATION, TEXAS 77845 LEGAL DESCRIPTION: FALCON POINT SUBDIVISION BLOCK 1 LOT 3 ZONED: WPC ADDRESS: 1915 DARTMOUTH LAND USE: SINGLE FAMILY CONDOMINIUMS LAND AREA: 1.07 ACRES TOTAL NUMBER OF UNITS: 24 UNITS 36 BEDROOMS DENSITY: 22A3 UNITS PER ACRE PARKING: PHASE 3 TOTALS: 12 1BR UNITS 12 BR X 1.5 SPACES PER BR =18 SPACES > < - 12 2 BR UNIT 21 F BR 1 F • 1 - 1. SPACES () S ( BR 130 S )(3 30 S). 2 X15 3 5 S C S 3X1.25 = 3.75 SPACES PARKING RE UIRED FOR PHASE 3 54 Q PARKING PROVIDED FOR PHASE 3 51 PARKING REQUIRED FROM PHASE 1-2 66 PARKING PROVIDED FROM PHASE 1-2 77 TOTAL PARKING REQUIRED FOR PHASE 1-3 122 TOTAL PARKING PROVIDED FOR PHASE 1-3 128 SOLID WASTE 8 CY140 BEDROOMS): 0.2 CY I SR = 72 CY PROVIDED: 1- 8 CU. YD. DUMPSTERS • I BUILDING MATERIALS WILL CONSIST OF PAINTED BRICK EXTERIOR WITH FIBER CEMENT F BOARD FASCIA AND TRIM AND WOOD FRAMED INTERIOR C 0 R 0 FIRE FLOW REQUIRMENTS PER IFCIIBC PHASE 3 BUILDING: HEATED AREA 27,207 SF NUMBER OF UNITS = 24 TYPE OF CONSTRUCTION: TYPE V A FIRE FLOW REQUIRED = 3,000 GPM BUILDINGS WILL HAVE INTERNAL FIRE SUPPRESSION SPRINKLER SYSTEMS. ACCESSIBILITY NOTES 1. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 2. ACCESSIBLE ROUTES SHALL NOT HAVE A CROSS SLOPE GREATER THAN 2.0% (1:50). ACCESSIBLE ROUTE SURFACE SHALL BE SLIP RESISTANT AND CONSTRUCTED IN A MANNER THAT WILL NOT RETAIN WATER AND BE A MINIMUM OF 3 FEET WIDE. 3. ACCESSIBLE ROUTES WITH A RUNNING SLOPE GREATER THAN 5.0% (1:20) IS A RAMP AND SHALL BE CONSTRUCTED WITH HANDRAILS AND F X T LANDINGS. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). 4. SURFACE OF CURB RAMPS SHALL BE CONSTRUCTED WITH ADA COMPLIANT SURFACE TEXTURE AND CONTRASTING COLOR. RAMP SLOPE SHALL NOT EXCEED 8.33% (1:12). CURB RAMPS SHALL NOT EXCEED FIN LENGTH. 5. ACCESSIBLE PARKING SPACE SLOPES SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. ADA COMPLIANT SIGNAGE SHALL BE PROVIDED FOR EACH ACCESSIBLE SPACE. INS PECTIONSICERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY MCCLURE & BROWNE ENGINEERING & SURVEYING, INC. OF COLLEGE STATION, TEXAS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. >' Z ok Q WLJJ kg) 51 Q w / (D t. FUw-- LL fn�-/- V �-- - v o LL Uj m a Uj )r 0 uw� d ocaz Sm w -- ? w Y FO OF ............. ,W g" ow .'� .......................� DANIEL P. BEAMONs105876 1210712015 1-� Cn W O LU I\ 0 Cn ILLJ I.L. 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THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 2. ALL CUT OR FILL SLOPES SHALL BE 4:1 MAXIMUM UNLESS OTHERWISE NOTED. 3. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 41NCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREAS SHALL THEN BE SODDED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES, 3:1 OR STEEPER. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4. EXISTING GRADE CONTOUR INTERVAL SHOWN AT 1 FOOT 5. PROPOSED GRADE CONTOUR INTERVAL SHOWN AT 1 FOOT. 6. CONTRACTOR SHALL ADJUST GRADES ADJACENT TO EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. I "CAUTION" - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE AND ELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT SHOWN ON THE PLANS. SEEDING AND MULCHING NOTE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS WITHIN THE SUBJECT BOUNDARY NOT PAVED OR OTHERWISE COVERED, PER THE SPECIFICATIONS. ALL AREAS DISTURBED OUTSIDE THE PROPERTY BOUNDARY SHALL ALSO BE SEEDED AND MULCHED AND COVER SHALL BE ESTABLISHED TO PREVENT EROSION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY WATERING UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODE S AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. i TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY McCLURE & BROWNE ENGINEERING & SURVEYING, INC. OF COLLEGE STATION, TEXAS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.1 V BENCHMARK#1 TBM.SQUARE CUT ON SOUTH EDGE OF CURB INLET LOCATED AT THE WEST CORNER OF THE SUBJECT SITE, ON EAST SIDE OF DARTMOUTH STREET ELEV. = 271.718' < �at�__�gg►x DEC Z ?015 C0L.L .ENG99 �:E-. STA 110 N I� ZZ_ N Q W lil ifY OOO to ~ 1� N E u� 8 LL -L. o 2 S o j� a O V5W� Of C-9 Z Lu J 01 \ z W �Q� 2 y�+���.•.�O(AFT,11t SO+I •��DANIEL P. 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JI I I I 1 l l l I tl t I� J l I I '. i• t 11 r 1 j" 11, 54".O COATED METAL STORM PIPE C I I I I i 11" t' I l? // l! /t j f I STORAGE VOLUME = 13,435 CUFT 1 0 t 1 / /J. tiff 1 1; i' 1 J 1 D mom �n 1 i j J ?! I i l r 11 I' i t I ! I u f l r fJJ I' i /` .i 1 I i( I 1 I I t I � -n a< P-ws Pw7 -4�(_ 1 1 E1 j I { 1 J/, l//. I: 1 1 I 1 ! �' 1 1 r I O L_ I 0 i 1 Ii J /, f/ f J I t i ' 1 I r ! 7 X c I c.nU, o cI ! ': ks t J 1 t ,l ''' fi m z I 3}; i Jr fr / J/:f/'tft tl tt /t •f f` I j I t i I!, 1 /t1 /1r m c I ' � " I I I' I l t/ fI fI ! ,'r / !J j f' +t J I I i I 1 1 1 i. / it I -n o I . I ? t i� I / ? /j lff; _ I t i m o € i I f J rJ l/ ;r t i i I 1 I I J+ a 1', J J i f ,'l / i i+ / r' I I I I I 1 i rr I N ' I f t / ! / 1 ` ! I I cN"r, c� , r j f l/ J/ l f/ i' / 1/ r: 1! 1! t! t i I? I I N I I k , i 1 € t, f ! / J t/f // t j l /': I , t i r� I (' 11�� t € 1 l 1 I l f i ` 1. l r, it '' \ 1\ i I %M, d SM-d 1 __' __...__„__,......._.._J 1 t ( S i \ I ( I It JlJ /t +Jt//! //t/J ft ,1I f !t! `t �, \\ \` \_ t\} l\ '\, '\t 1 l\ sI sM : I I I 1 ' yf I t !/ r l // l /I / J ! � \\ 1\\} \\ \\ s\ \ I I i a rj I i M I / , f , \ i \ ! \ t \ I I i l :' f' J ♦ ; \ } } \ \ \ CONSTRUCT RISER TEE I c I ' ; ; J / \ \ \ \ >\ \ \ \\ I ! AND V4880-3 GRATE 4 /' \\, \\\ \, \, ';t t\ 1 't \' I \, ro INLET AND FRAME .70 1 i 1' & � I / f, \ \ \ \ TOP OF GRATE 2 3 I 00 ♦\1\\i\\\ \; N 1{rl \ \\ \\ \'j j I i i t / r f ♦ t\'`i \\ ' L\ "°4 W' I cs c y{i r3 ''{ ca ♦ \ `\ i \' W' I Eta co 1 I 11 m f i.11 -0 0 1 ` I; fJ ♦ S 1, I CONSTRUCTACCESS I i � I ,t )f t ♦, t \\ `\ 10' M'\ RISER WITH TRAFFIC t w � f 1 i / l \\ `\ \ A RATED LID AND FRAME i I 1 j 0 < t j rp /i \ TOP=274.30 I [ 1/ i j',, 11 ♦\l \ \t I FL 54" IN=267.75 I 1 r f { `' // \ FL 54"OUT-267.75 • m 1 i ' J ' ! � c i \ � K z i cs G I -1 I 1 / °64 sW �6W �t r N I I I / / +t-d.-.... I , ., jj f / ♦ I F. I Ei t t'3 1. # I \ j ♦ P 4N \ 1 f / i , /' F.WS obVS . jj 1 •l 1. \ I vig L O s / ♦ cis i \ `'} 1 cc x.� 0 a I _ 1 I / CLARK AND ���YNDHAM INC. � I � I ;0 � � r W I // REAL- ALCHEMY 1$ I�.:P ,♦_ .I � i i i z I '^\ \ (j!il'lj; 1: i1?; i I I i Iil t \ \ 7.5 Private I 1' _ [ i!, ' i ! i I , ill / --1 { ` \` Drainage Esm�t. 1 1 I i � "� i = + , I,l,` ! i i ' 4 i / O - _.. _. 77 _ _ _ I i , ~11 \N 41 i i t i ` i, OSED OUTFACE / _ __ _ `.. L _ ,; 1 _ i - ---- - -- N 45'44�49" E 309.30' i ti i' ! \, t i t, , ,i I l ir) I r;, ;, 0 20' 40' Know what's below. Call before you dig. Y 9 TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY KERR SURVEYING. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. **CAUTION** - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE AND ELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT SHOWN ON THE PLANS. **TEXAS ONE CALL SYSTEM** AS REQUIRED BY'THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TEXAS ONE CALL SYSTEM. INSPECTIONSICERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES ANDiOR UTILITY SERVICE COMPANIES PRIOR TO S T ART OF CONSTRUCTION. SEEDING AND MULCHING NOTE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS WITHIN THE SUBJECT BOUNDARY NOT PAVED OR OTHERWISE COVERED, PER THE SPECIFICATIONS. ALL AREAS DISTURBED OUTSIDE THE PROPERTY BOUNDARY SHALL ALSO BE SEEDED AND MULCHED AND COVER SHALL BE ESTABLISHED TO PREVENT EROSION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY WATERING UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. LEGEND W . PROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER - ,-2 ----- ---- -- -- EXISTING CONTOUR 544 PROPOSED MINOR CONTOUR (1 FOOT) 545 PROPOSED MAJOR CONTOUR (5 FOOT) REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10' BENCHMARK #1 TBM: SQUARE CUT ON SOUTH EDGE OF CURB INLET LOCATED AT THE WEST CORNER OF THE SUBJECT SITE, ON EAST SIDE OF DARTMOUTH STREET ELEV. = 271.718' _ . _...-.-. - •.nu try,; t% t \ n ME Z�Z015 Ay/ COLU, , I 0 IN Q ' : N W M . v' y -_ ,6 $ U S ,. O ,0-�o o` N i I O� Ll_ Q F F U ocaZ Z »� 2 3 Z U - � U Z 12/0712015 M M W ~� Q� X O W W - - U) ® L LI W _ O V Q O I"-_ H Q m cn mW `� O o 11117) w J M ® m V- V ♦0 0 .J 11111111 0 CV WLU 0 `rm OF- r` N CO W W ti 00) O > H w p ZEz ofWIL O¢� O p U 0 a_ fn H d Z F- Oz Z W Z W LLj � -r cn JW Z=_j W F-O�w d Z 2 - Qo-5�OU Z F_ -i � J Op uViv0 m W M oW - W c3:: ��� V♦ DRAWN BY: JOB NO.: DBYB 4037-001 APPROVED DPB SCALE: 111=20' DATE: 12-07-15 SHEET NO.: C5.0 w ~ w O U U zo 0 o� Z� 0 h a U j Z� m U0 0 W, o� dy 00 �w a� wz o 00 O W a= 0� oOf ww <Q w� U K N �z w¢ �W m in 0M Dw w�m Zo w of 00) Z 0 0 F� a 0 a Z= w =w .Q aU 0 0 N W � o� �o LL W wm' Zir U K oN �z W O tY J N Q Z0 M� 0 �a a a Z 0 w� 0J 0s o= w� ao �J z =w O � m a� a p K W Ow w 0 � O U O ,d JU Z H O W� w w � U U W O y Iw � Z0 p Z Do Z U o0 a¢ U Z U W a o qCf)qLU gQ w0 � w O � Q S z9 t� y O Y r/ J / ' I ♦ e ♦♦ \ ♦ \` \\ \`` \\ \ \\\ \\4, i III � ♦♦. \\`�\\\ t e I t i e\ \ \\\ \ 2�` \ii\`il \ \ i� \�\\\ i\ \` , ``.� \ \ e ♦\ e �/ \�II,I �.,� Nat EIt1 A_ ^� \ ♦ it ♦e \ /> ♦♦ i 141t'; - 0 ---- ----- f ♦ } STORM SEWER SUMMARY (25 yr) LINE ID LINE LINE LINE SLOPE FLOW RATE CAPACITY VELOCITY INVERT INVERT JUNCTION HGL HGL GROUND/RIMGROUND/RIM COVER COVER LENGTH SIZE (25 YR) FULL AVERAGE DOWN UP TYPE DOWN UP ELEVATION ELEVATION UP DOWN UP 'f0VVN - (FT) (IN) (%) (CFS) -(CFS) (FT/S) I (FT) I (FT) I Junction Box (FT) (FT) (FT) (FT) (FT) (FT) LINE A 1 96 15 0.50 2.82 4.57 2.51 1270.90 1271.38 1 Grate Inlet 272.11 272.23 274.25 1 274.38 2.10 1.75 GRATE INLET CALCULATIONS DRAINAGE AREA FLOW RATE (25 YEAR) DEPTH OF WATER FOR WEIR FLOW GRATE PERIMETER FULL FLOW CAPACITY (WEIR EQUATION) OPEN AREA DEPTH OF WATER FOR ORIFICE FLOW FULL FLOW CAPACITY (ORIFICE EQUATION) Percent Full - (CFS) (FT) (FT) (CFS) (SF) (FT) (CFS) (%) DA 1 + Runon 8.37 0.25 7 2.63 3.07 0.250 8.25 101% DA 2 2.82 0.17 7 1.47 3.07 0.333 9.53 30% DA 3 2.65 0.17 7 1.47 3.07 0.333 9.53 28% DA 4 3.41 0.17 7 1.47 3.07 0.333 9.53 36% DA 5 1 3.41 0.17 7 1.47 3.07 0.333 9.53 36% HYDROGRAPH SUMMARY Drainage Area AREA (ACRES) CN TC (MIN) Storage Volume (cuft) RUNOFF/DISCHARGE (CFS) 2-YR 5-YR 10-YR 25-YR 50-YR 100-YR DA 1 0.31 98 5 1.41 1.95 2.33 2.65 3.09 3.47 DA 2 0.33 98 5 1.50 2.08 2.48 2.82 3.29 3.69 DA 3 0.31 98 5 1.41 1.95 2.33 2.65 3.09 3.47 DA 4 0.40 98 5 1.82 2.52 3.01 3.41 3.99 1 4.47 DA OS1 0.38 85 5 1.33 2.02 �2.51 2.92 3.49 3.97 DA OS2 0.34 79 5 0.98 1.59 2.02 2.38 2.90 3.34 DA OS3 0.37 81 5 1.15 1 1.81 2.29 2.68 3.24 3.72 DA OS4 0.05 95 5 0.22 1 0.31 0.37 0.42 0.49 0.56 POND A 8,127 1.12 2.57 3.10 3.50 3.99 4.70 POND B 1 13,435 0.20 1.51 2.38 2.98 3.60 4.05 Existing Runoff 2.49 75 10 5.60 9.38 12.14 1 14.46 17.72 20.52 Runon from Phase 2 0.67 98 5 3.05 4.21 5.03 5.72 6.67 7.49 Total Proposed Discharge 21,562 8.54 12.94 15.73 17.98 20.98 23.63 Existing Runoff + Runon from Phase 2 8.43 13.31 16.85 19.83 24.01 27.60 REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.1 V BENCHMARK#1 TBM "SQUARE CUT" IN "C" INLET. CONTROL BENCHMARK No. CC-21, ELEV. 159.47, NAVD 88, 1991 ADJUSTMENT. TBM "A": SQUARE CUT ON CURB INLET LOCATED AT THE WEST CORNER OF THE SUBJECT SITE, ON THE NORTHEAST FEEDER ROAD OF INTERSTATE 45 ELEV. = 239.67 BENCHMARK#2 SANITARY MANHOLE LOCATED ON THE SOUTHEAST EDGE OF PROPERTY ON THE NORTH SIDE OF LOOP 336 W. TOP OF RIM ELEV. = 234.58 LEGEND - - - -304- - - - EXISTING CONTOUR 1 PROPOSED CONTOUR DRAINAGE BOUNDARY PROPERTY BOUNDARY DA CC1 BASIN NUMBER AREA=0.44 BASIN AREA (ACRES) CN=80 WEIGHTED CURVE NUMBER Q(25)=2.85 I 25-YR STORM FREQUENCY RUNOFF (CFS) 0 30' 60' / / I \ i DEC Z 6 Z015�II / I COLLEGE TM / I I ENGINEERING Z� ,® © LLJ wo� N $ XXQ oz HLL = LL v �aa O a f2 Cr- � irLU� d Z z w 0a �0= 3 - z ..... DANIEL P. BEAMON 1, 105876 _�a� 0811212015 � I Z W O X Cl) FW- c"n z o C.� a o 0 r Cn W O _ W IL� L0 J J O e_ O U c.� .J Q N LL LL1 O ti O Cn CO LO W OU 0 CQ0o CIO Wx j F- Z LU W ~ }O O¢ F- O W 0 U 0 QotsCnFF-- zof cn �0Q W Z w w ¢ Z U) U LL Cn Z LLJ LL 0 w 0-Z 25-i Z O 0 OcVi0vU Q0.=OU DRAWN BY: JOB NO.: ASD 4037-001 CHECKED BY: DPB SCALE: DATE: 1 n=30� 08-0&15 SHEET NO.: C-6 w ui [7 w x U 2 K 0 o� cd = z W L)F� O ~S o x z� in � w U p W � o � ow 2 0 0 LY N a� wz O O z 0 U a= �N U� U V w 0 w oFz Q z� w ww U mw Ja O jw w m o oW O Z �w zp o� Q w o� z= w~ xy U J o = w� aQ a � W m ~o z as U_ x � oS2 a= wp >U W J O d' zz w p � U Of 0 z � a E- az 0 o� om z3 w p zi aS �od z z w� o� m O ao aF a wp tr Lu �o w w� M O U H z 0 a z w w z H 0 rn N �o z w w � � U = W a J w 0z ,a z oz 0 z¢ .8 Z ow �Q �z W W w a o U w p � wzz w 0 C3 w <_ c- of Y N O F 3: TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY KERR SURVEYING. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. I "CAUTION" - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE AND ELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT SHOWN ON THE PLANS. **TEXAS ONE CALL SYSTEM" AS REQUIRED BY "THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT" TEXAS ONE CALL SYSTEM MUST BE CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TEXAS ONE CALL SYSTEM. I INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. SEEDING AND MULCHING NOTE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS WITHIN THE SUBJECT BOUNDARY NOT PAVED OR OTHERWISE COVERED, PER THE SPECIFICATIONS. ALL AREAS DISTURBED OUTSIDE THE PROPERTY BOUNDARY SHALL ALSO BE SEEDED AND MULCHED AND COVER SHALL BE ESTABLISHED TO PREVENT EROSION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY WATERING UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. LEGEND OPROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER -- ----• s '? •-• - - _-•- -• EXISTING CONTOUR PROPOSED MINOR CONTOUR (1 FOOT) 545 PROPOSED MAJOR CONTOUR (5 FOOT) REFERENCE MARKERS IIF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10' BENCHMARK#1 TOM. • SQUARE CUT ON SOUTH EDGE OF CURB INLET LOCATED AT THE WEST CORNER OF THE SUBJECT SITE, ON EAST SIDE OF DARTMOUTH STREET ELEV. = 271.718' 280' 278' 276' 274' 272' 270' 268' p 266' Lu -1 264' 262' 260' 258' 256' 254' 252' 250' -1+00.00 ff \ s / cy op j .(fit l i� PROPOSED PUBLIC DRAINAGE EASEMENT TO BE DEDICATED BY �}-'04,` SEPARATE INSTRUMENT e 0+00.00 1+00.00 STATION PV - (2) PROFILE VIEW 2+00.00 f'°✓ `' r r 1 r '' 1 4. / ��+ �� �w4• rr rr ,`i rr rr Jr `'r ij tk 41 w ' f ���• ;., ry� / � ! /!/ J!! // rJ / ///, // //r //,- �r jrrrrr/ter/.,//'%/ r/^� 1 ! ,%/ /r /r /r r/r rrr // rr /,/ ,,7///'✓,r// �/ r/ /„.. 4`) s 1.�:�/ r yl/q� JrQ/ r'• ' / r /f 272 u 269 ; 267 ob t I I I I ! I STA 2+15.11 N �°j PROPOSED PUBLIC DRAINAGE 267'... END HEADWALL --_/Y T � EASEMENT TO BE DEDICATED B SEPARATE INSTRUMENT STA 2+09.03 END HE \1` �O \\ \\ / 't \ \\ rrr, ••- •qua r L/! 3+00.00 280' 278' 276' 274' 272' 270' 268' 266' 2-1 p Q 264,Lu 262' 260' 258' 256' 254' 252' -- 250' 3+50.00 z7 G �\�F' W��N F- Llj \ m' W E rn c (� p F W F= LI.L Z xx y � LL Lu ry w N 0 ;r c� w w z J ocac) `"7 L. zJ�' n 0Lu 3 cD r 4$� of TFt�i DANIEL P. BEAMON 105876 .•a� 12/07/2015 uJ ® uj H � vI o U) Lu = p V V o O G~ cn Lu O " 0 CD Lu � � J J O � O V V J U. Lo M N Lo O ~ oho W d � 0 w Lu ~ W Z w p Z 1-Yw of w~ O Q O w O U O v)F-- aZH ZwZwm w �zzu) m O > O U) Z m W Q= w Lu O w Q0�r-OU Z O `- 0U))vOU DRAWN BY: JOB NO.: CHECKED BYD. F 4037-001 DPB SCALE: DATE: 1 LL_20' 12-07-15 SHEET NO.: C7 A, ,:. , ,. , ., ., >,. .:� - N .., , ,. a ,: r .. w ~ w z < U ? O z� oD zW H N_ �o �o r � zo a U j z � my o o � o w � o� o� a O a� W Z 00 LL � z N o U zw f- off �N w a a� S� w ow o i= J o z w r m$ o rQ z o o< w y D w 3 m �o 12 �N w o>- o z r c o z= w~ x w a � U o� w� z< 0 a w wm zoz U <z wo w o O w F � U 0 �a a uj _z 0 oa o 9! OS o z z c� Z o? mo a w U �o � N s� �o U o cz wz W Q Z w O � N Z W_ M. U oa a� J w �z z zo g4 ? U o� w Fa �z LL wW 0 � W Sa w � W x z az K = O Y ICelr•r,n Pnint f nnrine Phaca'4 Water/Wactewater UsagP Number of Units Capita Per Unit GPD/Capita Average Total GIRD Average Daily Total (GPM) Peaking Factor Peak Hourly Flow (gpd) Peak Flow (GPM) 24 2.67 100 6408 4.5 4 25632 17.8 Phase 3 Water/Sewer Demand Minimum Demand (GPM) Demand (GPM) Peak Demand (GPM) 0 4.5 17.8 FIRE FLOW REQUIRMENTS PER IFC/IBC PHASE 3 BUILDING: HEATED AREA: 27,207 SF NUMBER OF UNITS = 24 TYPE OF CONSTRUCTION: TYPE III A FIRE FLOW REQUIRED = 2,500 GPM • BUILDINGS WILL HAVE INTERNAL FIRE SUPPRESSION SPRINKLER SYSTEMS. 276 Existing Flume -`\---- 27 ! € tt 77 W6 I l b DARTM O UTH CON POINT CQNI -ALCON POINT, BLOCK 1, LOT 2, 1,12 'DNED WPC EXIST PHASE 2 BUILDING 26.538 SF '.a• —8W— —8W— 41t BW-- -- - --_ _ 10' PUBLIC UTILITY EASEMENT \ `� N 45'44�49, EA 94.71 _ _ - INSTALL: VP-L. 11079, PG. 30 - 1- 2" SERVICE TAP AND 3 METER / EXISTING 8" WATER LINE _---- 270 7t r` MANIFOLD. REFER TO DETAILS ---- --___- / / � �. �•� `' � c . �� <-,: � `^ 268 _- ,.. `-.. INSTALL: INSTALL: 1- 2" SERVICE TAP AND 3 METER / ' 1 `� -, 1- 2" SERVICE TAP AND 3 METER _ < MANIFOLD. REFER TO DETAILS MANIFOLD. REFER TO DETAILS INSTALL: 1-8"X6"TEE �� �� `� ti'�- < J f'J J �'�•� 1-6"GATE VALVE'... ��, I 170LFOF6"FIRE HYDRANT LEAD N 1 �\ `� - 1 1- FIRE HYDRANT ASSEMBLY r �/ \ - I 1- 8" GATE VALVE ON EXISTING WATER MAIN INSTALL: r� 225 \ fi'}RTMOO I I �� 1-8"X6"TEE R EAI_ A \ C H E MY I , ` LIB 1- 6" ISOLATION VALVE FOR FDC , AD04601, ?? RECTOR (ICL) TRACT 1 a4, 6.12 AC. ' f f I ' J , J J 1132 L.F. 6"0 C900 WATER LINE ZONED \IBC fF' � f 1 i j INSTALL: r% 1- 6"0 SANITARY SEWER CLEANOUT % F.L.=269.46 / < iI ALCONI I FKLCON P ila I O IK iliST!4, III I it, I i i I i I I /j z /l fJfJ JJ Lf ,I lL w / Jf� lJl/llr�l i l i fill i i i €, ;t I l f l J I i+ t / I 1 / I' / J I J / fJ,/J,fJJJJ I l,li�J I r J. ' <7 1907 DARTI OUTH TEXAS HUNTINGTON APARTMENTS LTD, WOODSTOCK PH1, BLOCK 2. LOT, 4-5, 9.69 AC. ZONED R r r ! 1r 1 ! t / 1 f / 1 �'lt 111 f)r I ( I�+�ellili I €€ ill€€+'! j 11I11;�11 �11 + j! ) +il€ i t 11 1 J // flFi�l�i 11t !j f ilij€� ii1111 I f � F. 1i ri±iliti i { SEWER 1i €! if! I€ i I i 1 \\ 1111 1 c' E 1jl! II111111 + \ ill fill fill! \ filli!!!t \\ liil fill l R CLEANOUT t lII1i \ /1 J / /t+JiII!!i \\ o !• /fj //, rye' I � \ x' CITE/ �3I C(�LIIEGE1 STAT10 A004601, M RECTOR (ICI_, T<ACTll 0.1, 5.80 At / ZONED CS I 1 ' � I a4449 W 'PUBLIC UTILITf EASEMENT/ a VOL. 11078; PG. 30 v I \ STALL 6" CAP AND DELINEATE �- I LL 6" 4 BBEND I 1 I � I v c� Z � T' �. 1 I J C m Lu `. 1 ILINEZD u_ C SLEEVES UNDER 4VEMENT FOR FUTURE I I p o A c �I 1 CES { T 1 J l I � ' �! C, s, m m w d� I Z � I N �1 I � 1 L I I I t I i�d J I I} I � 0 30' 60' EXISTING SYMBOLS LEGEND A DC FIRE DEPARTMENT CONNECTION ®wM WATER METER N WATER VALVE N DETECTOR METER +H FIRE HYDRANT ICV {� IRRIGATION CONTROL VALVE T BLOWOFF VALVE GIVI 13 GAS METER L yGV AA GAS VALVE ®CO SEWER CLEANOUT MH MH SEWER MANHOLE P8 m ELECTRIC PULL BOX EM ® ELECTRIC METER ELEC PED ® ELECTRIC PEDESTAL POWER POLE 1107M POWER POLE WITH METER �OiPT POWER POLE WITH TRANSFORMER �PSL POWER POLE WITH SIGNAL LIGHT LP LIGHT POLE GUY WIRE ElELECTRIC TRANSFORMER PAD ❑J8 JUNCTION BOX CURB INLET I GRATE INLET "UM HEADWALL PB 0 PIPE BOLLARD SIP BOUNDARY MARKER IRON PIPE — W WATER LINE — S SANITARYSEWER — OHE OVERHEAD ELECTRIC LINE — GAS GAS LINE — UGE UNDERGROUND ELECTRIC LINE — UGT UNDERGROUND TELEPHONE/CABLE LINE — C UNDERGROUND CONDUIT 0------- STORM SEWER PROPOSED SYMBOLS LEGEND U.E. UTILITY EASEMENT UGE UNDERGROUND ELECTRICAL LINE P-UGT UNDERGROUND TELEPHONE LINE � JWS-1WS— WATERLINE SANITARY SEWER LINE -•�•�•� 6"S ... P-GAS GAS LINE s� CONDUIT (AS NOTED) �® C STORM SEWER LINE FIRE HYDRANT WATER METER DETAIL N.T.S. WATER VALVE CLEAN OUT MANHOLE STORM SEWER STRUCTURE WATER FITTING REDUCER WATER / SEWER CROSSING TRANSFORMER PAD WATER METER GENERAL UTILITY NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES' INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. MAINTAIN A MINIMUM OF 24' VERTICAL CLEARANCE BETWEEN WATER LINES, SANITARY LINE, STORM LINES AND GAS LINES (EXISTING AND PROPOSED) UNLESS OTHERWISE SHOWN IN PROFILE. 4. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED. 5. LINES INSTALLED UNDERGROUND SHALL BE INSPECTED AND APPROVED BEFORE BACKFILLING, 6. ALL STEEL ENCASEMENT PIPE SHALL HAVE A WALL THICKNESS OF 0.375 INCHES UNLESS NOTED OTHERWISE. 7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING, TO CENTER LINE OF MANHOLE, FACE OF BUILDING, OR BACK OF CURB, UNLESS OTHERWISE NOTED. 8. IF THE CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON THESE PLANS AND WHAT IS FOUND IN THE FIELD THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BYMCLURE AND BROWNE OF COLLEGE STATION, TEXAS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. **CAUTION** - NOTICE TO CONTRACTOR THE CONTRACTOR IS PUT ON NOTICE THAT THERE MAY BE NUMEROUS UNDERGROUND UTILITIES IN THE LINE OF WORK, SUCH AS WATER, SEWER, GAS, PIPELINE, TELEPHONE AND ELECTRIC, SOME MAY BE ABANDONED WHILE MANY ARE ACTIVE. EXISTING UTILITIES SHOWN ON THE PLANS REPRESENT A DILIGENT EFFORT TO SHOW THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CONDUCTING EXCAVATION OPERATIONS. DAMAGES SHALL BE REPAIRED IMMEDIATELY AT CONTRACTOR'S EXPENSE. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXAC 7, OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENT SHOWN ON THE PLANS. i INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. WATER NOTES 1. PUBLIC WATER LINES SHALL BE AWWA C-900 DR18 PVC AND PRRIATE WATER LINES SHALL BE SCH. 40 PVC UNLESS OTHERWISE NOTED ON PLANS. 2. ALL WATER LINES 3"0 AND LARGER SHALL HAVE MECHANICAL JOINTS WITH THRUST BLOCKING. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' OF COVER ON ALL WATER LINES. 4. THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO OR FURNISHES WATER FOR A FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTION SPRINKLER CONTRACTOR, OR LICENSED PLUMBER. SEE O.C.G.A. TITLE 25-11-7-(a), A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION. 5. WHERE SEWER LINES CROSS WATER LINES, THERE SHALL BE AT !.EAST 6" OF SEPARATION WITH ONE COMPLETE PRESSURE RATED PIPE SECTION CENTERED ON THE CROSSING PER TCEQ REQUIREMENTS. WHENEVER POSSIBLE WATER LINES SHALL BE INSTALLED ABOVE SANITARY SEWER LINES. i REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH ANEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.10' BENCHMARK#1 TBM., SQUARE CUT ON SOUTH EDGE OF CURB INLET LOCATED AT THE WEST CORNER OF THE SUBJECT SITE, ON EAST SIDE OF DARTMOUTH STREET ELEV. = 271.718' EASEMENTS FOR PROPOSED WATER SERVICES AND ELECTRICAL INFRASTRUCTURE WILL BE GRANTED BY SEPARATE INSTRUMENTAFTER INSTALLATION r C t � '� VION N6,1N y R I Know what's below. Call before you dig. uY ;,.., ,ol r 11 W }z W jov> E :. N N W 8 p �W �: � ZXX — LL Lo LL \\� ..., f�I = � yo ¢ F- a \� LJ._ cr � m ti :� w J v z w OU 3 Z z jF i AV "� • of � DANIEL P. BEAMON 12/07/2015 Z Uj 4 Uj x W Cn Cn W = O a0Uj � ® CD W � --j J O r 0 U V j 1111 IN N w w o H LO O rn (Lw co oU) o W Lu `n,, Z z e W O' l Z U O � << a W z 00 odljZZ OQ �CD Z LLJ zU)m0 > W W J W Z= J Cj_J W Z O DRAWN BY: JOB NO.: DPB 4037-001 CHECKED BY: DPB SCALE: 1 ��_30' DATE: 12-07-15 SHEET NO.: C8 1. Wednesday, November 25, 2015 l 1112 AM 2 i 1 OLARKE 4 YVINDHAM, ET. AL. ZONED V4FO, UNPLATTED LANDSCAPE LEG(=Nv: >2aBTINGVEGETA7IOx 7"O REMAtx. , ,,.... _, NOTE: CANOPY TREE5 ARE TO BE AT LEA57 10-0" FROM !^EATER AND SE YVE R LINE5. SYMBOL SIZE NAME 4 TYPE UANTIT POINT •VALUI POINTS. 3' CALIPER ;fJVEOAK TREE CONTAINER (Quarcus virgihiana) - 'Canopg tree GALLON fsIANTNANLMNA '4 1'Y7 240 .CONTAINER (Nandlna dome5tica) 511rub '5 GALLON HAYyTHORNE(tuhite) ,16 L7 80„ ® CoNTAINER (Nandina dcmcstica) Shrub POINTS PER PROJECT AREA: 46,2905QUARE FEET:OFS17E AREA 46.2g0> 1000-46.2A 4 6,2 41 X30- 13a5.'7 Foil NTsREG2t71RE17 TOTAL POINTS REQUIRED: T55q TOTAL FoiN7S Fpovven, -14-iO GENERAL SITE NOTES • ALL ROOF ANt> GROUNOLMOUNTED MECHANICAL EQUIPMENT SHALL BE 5CREENED FROM VIEYy OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-YVA.Y OR RESIDENTIAL DISTRICT WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SCREENING 5HA.LL BE COORMNAT£i7 WITH`THE BUfLDING AROH17EGTURE AN? BCALE TO MAIN fA1N-A €1 i1FIELJ APPEARANCE. '• 900?6CDVERAGEOFGROUNDGOV£R,DECORATIVEf"A.VING;DEGORhT7VE ROCK (NOT LOOSE), OR A. PERENNIAL 6RA551S REQUIRED IN PARKING L07 ISLANDS, SYVALES AND DRAINAGE AREAS,,'THE PARKINe,LOT SETBACK,; , RI&Kre-OF-YVAY, AND ADJACENT T"ROPERTY DISTURBED DURING CONSTRUCTION. _• GENERAL GONTRACTOR'IS RESPONSIBLE FOR 17E516N1NG, FURNISHING ANL� INSTALLING A COMPLETE IRRIGATION SPRINKLER SYSTEM FOR THE BITE PRovivE EMPTY CONDUIT UNDER DRIVE AND PARKINS LOT AS REOUIRECI FOR FULL COV £RAGE. 1RRIroA71ON 5YS7EM"MU57BE f0R07£GTED BY E17HER A PRESSURE VACUUM BREAKER. A REDUCED PRESSURE FF INOPLE BACK f LOYV DEVICE, OR A VOUBLLE-CHECK BACK FLOYV DEVICE AND [Ns-rALLEQ As i'£R CITY ORDINANCE 2 a A 4: REFER TO C4VIL'1:)RAAIN55 " --- ROWLOCK - SLOPE To INTERIOR FACE BRICK z ` b' GONG. BLOCK O H17 T COMPLY YYITH FOUN 7ATION` SPECIFICATIONS - REF. S 1 / \ TYPICAL SLAB REIN(~,EA #3 BARS ® 12" O.G.E:VM, 4 MIN. SAND I I LEVELINGBED' 3° MIN. ,6. ttt --!' TYP, q I I #3 STIRRUPS 0 1'-41 O.G. i . (FY-40 k5l) � I } ro MIL POLY: • �J HATERPROOFING BARS CONT,_ 'TOP d BOTTOM (FY-60 KSI) r;1UMf=STFR ^ALL 2 3!4° = ,-0" (REVIEWED FOR COMPLIANCE DEC 18 2015 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: �•t�JGi�j/l�� �. ♦ M__ U .! '1 11 - 50'-00 I Id Kn X ilE CONCRETE HEADWALLS 04 WITH FLARED WINGS FOR 0' SKEW PtPE CULVERTS 5y j 50- CH-FW 0 TYPICAL WINC ELEVATION SECTION A -A_ > TABLE Of VARIABLE OIKNSIQNS TABLE Or goo IMI QVANTI 71ES FOR ONE AEADviAtl ru 0 w us to Aw ELEVATION (06. TABLE OF Z 0 REINFORCING STEEfs cc ih r PLAN OF NOWSKEINED PIPES 0 uj OARS rz 40 00ERAL W, ... . .. .. ..osc ..... qw; 0 (L SECTION a-tAwd Z CONCRETE HEADINALLS WITH PARALLEL WlAf(;.S FOR Z NON-SKEWFI) PIPE COWE'RTS CH-Pw-0 0 Ir 0 z z z z X: w NOTED 4011hE( TED py T� 0146AW-1-1q, U,,'[ ALXOJ�JMEW RIAKS A$ REUVARE0 tu Lu PUT NOT TO Excffl) 1f`)" "AVE R w ' kA PCWS' R-)4' 5 Z Cf 75 ? " BEIWF�',N 4� 7' F­`IP�, A - 7FW'K,,NF­­�, EWER THAN Ir + Elil-T lHK:KNLES',, 8 ........ . . - --- ------------- - -4- -j- tt= mm 0 0 Ix EXCAVATED TRENCH WIDTH 4 w CLASS I - ANGULAR CRUSHED STONE OR ROCK, DENSE OR OPEN GRADED WITH LIT TIE OR NO FINES 11/4 INCH TO 1 V'2 INCHES IN SIZE) uj CLASS 11 - (GW, GP, SW, SP GW-GC, SP-SM) CLEAN, COARSE GRADED GRAINED MATERIALS, SUCH X, W" Zz M FINAL BACKFILL- FINAL BACKFILL MATERIALS MAY BE THE AS GRAVEL, COARSE SANDS AND GRAVELI SAND MIXTURES (1 112 INMAXI LICHES M - - - - - - - - - - SIZE,) EXCAVATED MATERIAL AND SHOULD BE PLACED IN 12 INCH MAXIMUM LIFTS AND COMPACTED TO A MINIMUM e5 W PERCENT STANDARD PROCTOR DENSITY TO PREVENT CLASS Ill - (GM, GC, SM, SC) COARSE GRAINED MATERIALS WITH FINES INCLUDING SILTY OR CLAYEY GRAVELS OR SANDS GRAVEL OR SAND MUST COMPRISE MORE THAN 50 EXCESSIVE SETTLEMENT AT THE SURFACE - ------ zj PERCENT OF CLASS fit MATERIALS (1 112 INCHES MAXIMUM SIZE) Lu z INITIAL BACKFILL- INITIAL BACKFILL MATERIALS MAY BE Z 0 CLASS I. 11 , Of OR LOW PLASTICITY CLASS IV MATERIALS AND CLASS IV - (ML, CL, MH, CH) FINE GRAINED MATERIALS, SUCH AS FINE SAND AND SOILS UJ MUST EXTEND FROM'T HE SPRINGLIKE TO 6 OR 12 INCHES Qwif co CONTAINING 50 PERCENT OR MORE CLAY OR SILT SOILS CLASSIFIED AS CLASS lVa ABOVE THE PIPE TO PROVIDE PROTECTION FOR THE, PIPE (ML OR CL) HAVE MEDIUM TO LOW PLASTICITY AND ARE NOT RECOMMENDED IN THE FROM CONSTRUCTION OPERATIONS DURING FINAL EMBEDMENT ZONE. SOILS CLASSIFIED AS CLASS IVIG JMH OR CH) HAVE HIGH BACKFILL PLACEMENT PLASTICITY AND ARE NOT RECOMMENDED FOR EMBEDMENT MATERIALS HAUNCH, HAUNCHING MATERIALS MAY BE CLASS 1, 11, OR II Aklr% IM MY CC Pt Arr-n n AWi�rAAOAI-Trn IN INCH 6 CLASS V - (OL, OH, PT) THESE MATERIALS INCLUDE ORGANIC SILT$ AND CLAYS, PEAT AND OTHER I (SPx Z < �tLu 0 Lu Z LU MAXIMUM LWTS, COMPACTED TO 90 PERCENT STANDARD SPRINGLINE ORGANIC MATERIALS, THEY ARE NOT RECOMMENDED FOR EMBEDMENT MATERIALS TABLE 1 PROCTOR DENS" NOTE EMBEDMENT MATERIALS SHOULD BE PLACED AND COMPACTED AT OPTIMUM MOISTURE BEDDING- SED04NG MATERIALS MAY BE CLASS 1, If. OR Ill CONTENT, AND THE MIDDLE OF THE BEDDING EOUAL TO 1/3 OF THE TRCH VADTH PIPE CID SHOULD BE LOOSELY PLACED AND THE MINIMUM ...... SEE TABENLE I REMAINDER COMPACTED TO A MINIMUM OF 90 PERCENT STANDARD PROCTOR DENSITY ............. ....... .... ..... ......... 0 TRENCH AND BEDDING DETAIL FOR HDPE STORM DRAIN PIPE N T.S. A" 90' 'ORN�-R BARIAML SiZE AND XSPACiNc, AS HOPLIIDNIAL BARS 'T #4 FIUNFB'Af�` 0 ui uu -- - ------ -- - y) Z A RiNG ANO • 10' CLEAR PER 197F REta FORCEMENT SDTEwrlklLr, OPENING ALL 5PEOQ�A 4 SIDES Al I L � -- --- ------ LF1,7-7, 2: uj A" 7 TABLE OF W DIMENSiOW 71-1717177 ---------- -- D 64-'NERALL NO)TS" S�Zll SKEW OF CRO DRAIN C) LU A.... EXPOSRO CORNERS TO HOT �/4- (,'hAWER Gm 4 a. U") aA 0 4'- 10" A� t REATORCING RS TO ROT CIOA.,R, - NO DRA#*a' RAN FOR PIPE SIZES, LO(ATIONS, AND N "LOV UNES, 4 -S, C v L 7 1-7 IT i - 4E--- T1 F 4 PIPES %WL C4WOlr' TO T)lE CNI)S ��R IF THE, 1, 111" e\0NFIr('V0N SHAU NOr BE OADE AT CORNER'S OF 10X, "N NGM W Of'ONVE W &iA4plc,)LE #A4,y BE V-ry TjNjE-S,5 OrHfAlwll�E' OR, 'b-ClCj-KT A' SECT)ON r N$ 4 ­4 — - ---- qCTn) [,?Y THE ENwa-.m— - ---- c) I c) 3 ...... ........... r I. - - --------- 4 c A57V ... 4 78 PRCCAST REINFOR(r.; MANHOLE S E C rl aN SS A�PHECA57 CaNCRETF WATER ANIO AlkSTEWA REINFORCEMENT SCHEDULE, WkLll-';F 040 PSI 4F (MIN) 'T,,- WAIERP6ffl RUBRER, G45KE'l SFcl ION WIDTH ("W") HOR 4' ... . ........... .. 4 EETWEL WIDTH PV D' LA j �k + PIPE THICKN­E3---- 7 c� , ,R t Tar, 'T ti 4' 7; . ... lOf� REINFORCEMENT SCHE!ffuT —Tl)Pl — - - ------- -Et SPECIAL — DIMENSIONS STE P Of I- i­­U)i� -rz�— v W" 4 ) "'MIN N' W2 OR LESS # 4's 4.",, 8 E W, DIAGO COMPACT�U, NAL a COVEF ONAGONAL a ClOVEF z 'S 'k-11"N A EC u W 2 7' OR GRrE� �4S 3 6" E.W, DIAGONAL 10 CO\iE. eYl -, ---------- - AREA INLETtfI > z w SUGGESTED MINIMUM TRENCH WIDTHS NOMINAL PIPE DIAMETER PIPE OD MINIMUM TRENCH WIDTH is" 21 2" 391, 24" 27,8" 48" 301, 35,1' 66" 41,7' 78" 42" 46,75" 83" 48" 523" 8 601, 65,51 10,2" I jol in LU LU 0 < 0 co 0 0 < > >< it, tillz cr. w 0 Lu LU Z O� < a_ < UJ Z W z < 0 > r LU 0 U) z w LU 0 LIJ Z ::) -i r- ­!) w a- z -1 0 CL < 0 fl-0 0 0­1-0 0 w ui ftwm� uj ce. SREETNO� C.9 W HW Ow ZO J Q J x U Z � U -7 O ?W F N_ 7 o �O Z� Z¢ oZ U � z x Z � ¢] U � LL UO W J LL UW W U0 Oa0 �w CN a� Wz x0 H� �U 07 LL � J U Z Z 00 0 U QLU � Wf ZW W W� w¢ Ux jU Ui3w U U Mill OF x J < 0J Z Z W ¢ J UW W > T(n m0 >Q J 0z¢ O W D�- m< J ¢ ¢ x� Uo Z W Ws Z X 3w o> xZ zo 00 Q W �Q 03 LL W zx W ~ x W �(n a¢ LL J oa yx LUo WZ a¢ 00 Ww aF wm x- �- x Z 0 2a W> JU x� z ¢ z W 0 U Q W W (n J ¢ 0X En0 Zz ZO W H 21 Q Q:o n0 za U w ¢� aZ �o oa wr J 0IL 0° UH z3 WO U Z EL C 9 Z J ¢ Z z- o� zW 0M U m0 00 W(n ¢W C_ I: W� CL a0 W W ffU) w� p Q W N 20 U = zZ) O¢ �z WZ W Zw o�_ H 0 Z W W u 2U L W 0 a OU �W J x Z 0 _Z Q z �0 J F ZU O U J OLw ¢ Z U LL N U W W 0 a U w LLI ~ QQ wz �0 C) a ¢_ c� z z3 �O O Y U 0 �3 DYODS TM Design Your Own Detention System O l t CMP DETENTION SYSTEMS For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com Project Summary Date: Project Name: City I County. State: Designed By: Company: Telephone: 1018/2015 Enter Information in Blue Cells Falcon Point Condomirtiun-Is College Station/Brazos T CMF Corrugated Metal Pipe Calculator Storage Volun-te Required (cf): Limiting Width (ft): Invert Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter (in): Number Of Headers: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft): Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): 8.127 15.90 fe Pipe Area 36.00 10.00 Solid 54 2.25 0 0' 40 Pipe Storage: Porous Stone Storage: Total Storage Provided: Number of Barrels: Length per Barrel: Length Per Header: Rectangular Footprint (VV x L) ONTECH Materials Total CMP Footage: Approximate Total Pieces: Approximate Coupling Bands: Approximate Truckloads: Total Excavation: Porous Stone Backfill For Storage: Backfill to Grade Excluding Stone: **Construction quantities are appr 8,159 cf 0 cf 8,159 cf 5 barrels 90.0 ft 31.5 ft 31.5 ft x 99. ft 513 ft 24 pcs 27 bands 6 truc ks 100-4% Of Required Storage Barrel 12 Barrel 11 Barrel '10 Barrel 9 Barrel 8 Barrel 7 Barrel 6 Barrel 5 Barrel 4 Barrel 3 Barrel 2 1155 cy Barrel 1 0 cy stone 853 cy fill imate and should be verified upon final design Access Header Finished Grede, F'a err>ent Elevation f __ Y ...... _ _ - - _.[Mc k fill to Gradr- System a!yout Please note CONTECH DYO Privacy Policy and Legal Disclaimer.- http.-Ilwww.contech-epi.cornILegal.aspx; UNDERGROUND DETENTION A DETAILS N.T.S. ca T DYODS TM Design Own Detention 4 0fir _ i W CMP DETENTION SYSTEMS For design assistance„ drawings, and pricing send completed worksheet to: dyods@_contech-cpi.com Project Summary Date: Project Name: City f County: State: Designed By: Company: Telephone: 10/8,12015 Falcon Point Condominiums College Station/Brazos TX CMF — Corrugated Metal Pipe -- -- ---- Calculator Storage Volume Required (cf): Limiting Width (ft): nvert Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter (in): Number Of Headers: Spacing between Barrels (ft): Stone Width Around Perimeter of System (ft): Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosity (0 to 40%): 1_3.435 27.00 10.00 Solid 54 2 2.25 0 0 0 40 System Sizing Pipe Storage: 13,447 cf Porous Stone Storage: 0 cf Total Storage Provided: 13„447 cf Number of Barrels: 4 barrels Length per Barrel: 199.0 ft Length Per Header: 24.8 ft Rectangular Footprint 'W x L : 24.75 ft x 208. ft CONTECH Materials Total CMP Footage: 846 ft Approximate Total Pieces: 40 pcs Approximate Coupling Bands: 42 bands Approximate Truckloads: 10 trucks Construction Quantities' Enter Information in Blue Cells 15.90 fe Pipe Area 100.1% Of Required Storage Barrel 12 Barrel 1 1 Barrel 10 Barrel 9 Barrel 8 Barrel 7 Barrel 6 Barrel 5 Barrel 4 Barrel 3 Barrel 2 Total Excavation: 1907 cy Barrel 1 Porous Stone Backfill For Storage: 0 cy stone Backfill to Grade Excluding Stone: 1409 cy fill 'Construction quantities are approximate and should be verified upon final design i Finished Gracta Pavement �le�-at,vr7 T�. tl,r Grad e s _ System l-ayout .. Barrel Footage (Wo headers) Please note CONTECH DYO Privacy Policy and Legal Disclaimer.- http://Www.contech-cpi.comlLegal.aspx UNDERGROUND DETENTION B DETAILS N.T.S. oo am 00 O W H O D} N Z v z ¢ HOw1 u LOL zcf)F Cc �\ > w w z 0 r£ C w w \ Z J\mooGZo as 14A, w U Z r W U) LU .) U) Z 0 W = = Z O V V Q O � 0 r p Ui W � J Z � O V V Q N LU W O Q C/) 00 O ~ i` 00 W Q X 0 � o cf) O W W i ~ w O Q XW Z W 0 Z H Y LU O pQ-l— W w~ Z OUO �a(/7F_ Q d0Q O Z W Z W W CO J Z co O UWZ: a LLI ZZLU J Wm0w ZoT_J 0- z 2 QD��OU OcnvUU I CD Il� Z Z �a O li. Z W O 0 F- Z W W 0 DRAWN BY: DPB JOB NO.: 4037-001 CHECKED BY: DPB SCALE: A S �+LIOWN V�:V ASSHOWN DATE: 07-09-15 SHEET NO,: C-9.1 w Wuj ¢Q wU J mco p 0� p k 3: .2 .2 a UJ wF m F z� Oz w� U� m ~ J JQ 0 0 vi z Z O m� =0 z� a O� Xz zoo a~ 0 z0 U �3 IL Z O� U Z Lu Oa_ z ww of w=) �o Zp w w W J W re �m aw W N U 0_' a m LLz oD cr)> ZQ w �w to p ? W LL ¢U W a N pW W H 00 IL 0 OU �o W J Up IL pZ a0 zw Op O� m¢ Z 00 a= Wz a3 W Y W� 0_ or z cD z ir uj U F w z Z M Oo zz oF- a W z �0 ¢U (9 6 z m o_ J UU w vi 0 00 I= w ¢W UO LL Cf UD wa EL rn w ❑_ go w `L J z0 z U' z¢ �o �w Lu pw (A z z i-w 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. Y-0" 0 PAVEMENT OR FINISHED GRADE 3" COVER OVER N y FOOTING a FILL POST w/ CONCRETE M o o Z z ti 4000 PSI P.C. CONCRETE N = MINIMUM (TYP.) NOTE: ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 1'-6" PIPE BOLLARD N.T.S. 4' MIN. (TYP.) SIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF z z THE CROSSWALK PER g THE SITE PLAN CoW d w_(D w NOTE: 1. MARKINGS FOR STREET REQUIREMENTS AND A; MANUAL ON UNIFORM T AND HIGHWAYS. 2. MARKINGS WITHIN PRIV 3. THESE MARKINGS ARE' RESERVED PARKING GALVANIZED SQUARE TUBE CROSSWALK/PED. CROSSING N.T.S. 03/03/11 SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) USE 6"SCH. 40 STEEL PIPE FILLED W/ z NOTE: THE MIN. HEIGHT OF CONCRETE WITH TOP ROUNDED AND THE BOTTOM OF THE LOWEST PAINTED TRAFFIC YELLOW ONLY WHEN o SIGN SHALL BE SIGN IS IN PAVED AREA OR SIDEWALK e (� SEE BREAK AWAY TUBE SLOPE TOP OF POST WHEN PIPE BOLLARD IS NOT REQUIRED. GROUND/PAVING SURFACE e d 3500 P.S.I. P.C. CONCRETELu ; } e O > e d � LL O o Ld p W d. . e ." e .••a � a 3" MIN. T-6" 4'-0" 1 SINGLE POST N.T.S. NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES - 2"x2"0/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 14ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 48" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. W05' R WR 30,30'MIN. ' 20' 30'MIN. 0 W = WIDTH (feet) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMODATE FIRE VEHICLES WR = TURNING RADIUS PAVEMENT WIDTH SIGN MOUNTING AND BASE DETAIL N.T.S. 03/04/11 CAL 3 AND FER SIGN TO BE PLACED AT ABOUT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN T FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. • . re. NOTE: FIRE LANE STRIPING SHOWN OFFSET ON SITE PLAN FOR CLARITY. FIRE LANE MARKING N.T.S. 12/17/04 5/16" GR. 5 FLANGED BOLT d PLAN VIEW PARTIAL ELEVATION SQUARE TUBE BREAK AWAY POST N.T.S. 5/16" GR. 5 SERRATED FLANGED NUT 30"-36" WHITE LEGEND RED BACKGROUND R1-1 "STOP" SIGN N.T.S. 03/03/11 18"X12" SIGN RESMM TYPICAL AT ALL PARKING ACCESSIBLE PARKING SPACES Im 12"X6" PLAQUE �► TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES VAN ACCESSIBLE 12"X9" PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR PER LOCAL CODE STOP 5 o_ 60 M � w LL w w R7-8 GREEN LEGEND WHITE SYMBOL ON BLUE ON WHITE BACKGROUND R7-8P GREEN LEGEND ON WHITE BACKGROUND ACCESSIBLE PARKING SIGN N.T.S. 03/63/11 EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY It 1 NOTE: 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE. STOP BAR N.T.S. 03/04/11 2STOP SIGN P. (TY ) 36"x36" AT HIGHWAY/ STREET INTERSECTIONS 30"x30" WITHIN PARKING LOT p�t.OF T f�S,++ • ........................ DANIEL P. BEAMON 105876 : Z Z LIJuj 4 O H _� cn Lu = Z _0 Q O i Z 0 O " 0 J J O O U V U. N W W O ~ 000 H r 0 W 00 O O ww > F- w0� Z W 0 Z O H Y W w~ Z 0< a0¢ ZmZ W W Q-j o -iZW Qipp2LU J LU �Z= rJ ZE'0LU O a�-J Q0-SOU 0UnvOU Z J �e. Q W Q W CD C W CD DRAWN BY: PDF JOB NO.: 4037-001 APPROVED BY: DPB SCALE: AS SHOWN /1�7 SHOWN DATE: 8.12.15 SHEET NO.: C-10 NOTE: GENERAL NOTES: P-- -'-� I a 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. 1 24" X 24" X 6" IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF I e: 28-DAY CONCRETE FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 24" X 24" X 6" STRENGTH = 2000 psi BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE I 28-DAY CONCRETE D WITH 94 BAR AROUND 2, ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. STRENGTH - 2000 psi ot�- ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE-28 DAY CONCRETE I AWITH #4 LL VALVE BAR AROUND 8. OF STEEL SIZED AS NOTED, STRENGTH = 2000psi. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN AND PAINTED WITH TWO (2) ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. A CO HEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON I FFIC RATED PPER SNAKEPIT TEST OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STM ENVIER SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL NOZZL4. APPROVED QUA�ATION OF ONE (1) FOOT LONG. VIEWA -A WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VIEWA 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL VIEWA - A WATER LINES SHALL BE WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDI USA, LL562 LOCKABLE LID. D. EACH BELL AND FIRE HYDRANT. GATE VALVE WIVALVE BOX WATER LINE TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS 1' MIN. APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT - CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH CENTERING COLLAR. A� �A CITY'S ACCEPTANCE OF WORK. AS REQUIRED AS AS REQUIRED i i A �.;• �:,' 6•• TERMINATE 4' TO 5' FINISHED GRADE FROM TOP OF BOX. - 6" BURY LINE AS EQ'D RIA E ANCHOR 90°BEND 2" SQUARE AWWA NUT GATE VALVE w EXTENSION WITH W/VALVE BOX Z CENTERING COLLAR. TERMINATE 4' TO 5' 6" STD. GATE VAL E STANDARD FIRE HYDRANT FROM TOP OF BOX. WITH SS OL S 3 (SEE NOT 8) 6" D.I. C909 PIPE + a STg C��TE VALVE T T a 6" MJ ANCHOR AWWA C900 PRESSURE PIPE NLESS STEEL BOLTS i COUPLING c7 BLLOCKINGE PEA RAVEL -FILL 14 ga. INSULATED COPPER TRACER ;7 PVC OR 0.1. PIPE TO T. ABOVE WEEP HOLE WIRE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX FTT7 /-2" SQUARE x 2" HIGH / OPERATING NUT \ p/ 90° VALVE OPERATING NUT EXTENSION 5" DIA x 1/8" MIN THICKNESS STEEL PLATE w/ 90° CUT-OUT 1" DIA STEEL ROD SQUARE SOCKET 2" DIA INSIDE 2114" DEPTH TWO 3/8" SET SCREWS ON T1/8" MIN WALL EITHER SIDE TO LOCK THE HICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION /. THRUST BLOCK R TAPPING BLOCK USING 12"x12"x4" IE & VALVE MECHANICAL JOINTS I PRECAST CONCRETE REQUIRED WITH SET SCREW RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRADELOK BW/MA. SPLIT GLANDS LOCK AS DIRECTED OPTIONAL (ROTATE TO FINAL GRADE) TRAFFIC RATED ae REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION TRAFFIC RATED COPPERHEp /SNAKEPIT TEST STATION OR APPROVED EQUAL STATION OR APPROVED EQUAL GROUND LEVE-7st ull 24" MAX. MIN. TAPE 24N24"x6" CONCRETE PAD (STD.) - METAL DETECTOR TAPE TRACER WIRE SHALL END AT A TEST STATION. TYPICAL UTILITY PIPE ,�` I J / TYPICAL UTILITY PIPE TRACER WIRE MUST BED TRACER WIRE MUST BE INSTALLED- DEAD END - DIRECTLY ABOVE THE PIPE. WI-01 UTILITY PIPE LOCATION MATERIALS TRACING WIR 14ga SOLID COPPER FIRE HYDRANT LOCATION REALIGN AS NEEDED STANDARD FIRE HYDRANT ASSEMBLY W1-02 Moil ! fi. NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE MEGALUG OR A ji AND ON ALL VALVE SIGN POSTS. I WARNING SIGN MAIN LINE SETSCREW RETAINER 10' BLACK TEXT WARNING 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON , ENAMEL FINISH. FURNISH ONE ° UNDISTURBED 10 „ 'UNDERGROUND WARNING AND ONE VALVE SIGN DIRT PIPELINE AND ONE POST FOR EACH VALVE CONTACT THE CITY INSTALLED AND AT OTHER " o c 24" MIN. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS.FURNISH o SAME NUMBER OF END OF LINE YELLOW REPLACEMENT SIGNS AS FOR EACH WATERLINE CAP/PLUG BACKGROUND 4 (OMITTING VALVE > M. J. TEE NUMBER ON VALVE S GNL CROSS (NOT A SEPARATE PAY IT M) V AL V 7•, > BEDDING SAND A N 2" BLACK PRESSURE TO BE ADDED AFTER CONCRETE SLAB BASIC SIGN HAS BEEN PAINTED. NOTE: A WHITE DIMENSION FOR EIZE MN. BACKGROUND f VARIES WITH WATERLINE PLAN VIEW MJ PLUG PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED Vk Yf 4 0" 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION SELECT FILL CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER MEGALUG CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB PIPE > 4 6" MIN. 4'-0" NOT GREATER THAN 45° BACK FILL 6" DIPDW/REBTE IpINGD 9�G AMERICAN FLOW CONTROL TRENCH GLAN AT N AN .p ADAPTER OR AN APPROVED EQUAL PLUG. 9� ' 12" MIN. cTO, CONCRETE Tp SF,CTIONA-A THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON Vc NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING OF BE95% STANDARD SEMBLY ASTM D698DENSITYPER IN -LINE BLOW OFF ASSEMBLY W3-00 W3-01 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN fGALV. ELL ig- W/SS UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH .. HOSE CLAMP GALV. NIPPLE REMOVE AND DISCARD I SIDES OF COPPER PIPE. AIR RELEASENACUUM BREAKER VALVE Ia�AFTER USE I MJ PLUG VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 101 ((1 ") 2" METER BOX WITH 1 I EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 (2") OR CAST IRON LID I I DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL I I SCH. 40 GALV. PIPE 11 2' X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BYTRENCH I INSTALL MALE QUICK CONNECTION &CAP AMERICAN FLOW CONTROL ADAPTER THE ENGINEER EXIST. GRADE OR AN APPROVED I EQUAL HOT -BOX POLY ROX 4" APPROVED MODEL PHRI (1") WITH BRASS BALL VALVE PIPE MATERIAL HEAT OR MODEL PHR2 (2" WITH HEAT OR APPROVE MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER 4" X 3' 3' I X CONCRETE PAD FOR 1"PPE COPPER EXPOSED TO MAIN 4" X 5' X 3' CONCRETE PAD FOR 2" PPE; CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 BRASS NIPPLE TAPPING SADDLE WI CORPORATION STOP. 2" BLOW -OFF RISER AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 4j1 END OF LINE BLOW -OFF W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE ID in HRUS tons C ft A ft VOLUME c. . 4,6.81 5.1 11.5 2.5 0.3 10 12 11.3 1 3.5 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN STRAIGHT BALL VALVE W/ PLUG p i (2 FOR DOUBLE SERVICE) -j 1-112" BALL VALVE O (FOR DOUBLE SERVICE ONLY) ----4'MIN.----- - VIEW A -A BLOCKING SHALL NOT BE LESS THAN SHOWN APPROVED EQUAL. ** SEE TECHNICAL SECTION 331213 O HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLESERVICE 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: 7, METERS AND VALVE BOXES SHALL BE PLACED CONC. CURB &GUTTER USE POLYETHYLENE WRAP OR BY THE CITY UPON PAYMENT OF FEE. HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH C?A FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON % t i 1 �i r % 1 \r % / / S r r : i i % / COMPLETION OF CONSTRUCTION. - B C E G VOLUME THRUST BLOCK DETAILS FOUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS T Ca w 4' Q T T INNER -� DIA. C UTE DIA. POUR CONCRETE AGAINST UNDISTURBED EARTH SECTIONX-X PLAN VIEW C � �vo_ Ci - RUST- Q LLU) wU ao mm POUR AGAINST UNDISTURBED EARTH TEE THIRL/ST BLOCK TYPICAL HORIZONTAL THRUST BLOCK APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. X UST STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE - PIPE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL AREAS) A 12" MIN.-24" MAX. STRAIGHT BALL VALVE 2' MI . WITH PLUG (2 FOR DOUBLE SERVICE) I A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) \-CORP STOP I" TYPE K COPPER TUBING (SINGLE SERVICE) WATER LINE 1-11z" TYP NOTE COPPER TUBING (DOUBLE SERVICE) 1-1/2" BALL VALVE (FOR DOUBLE SERVICE ONLY) NEW WATER SERVICE (SHORTAND LONG SIDE) W 2 - 01 NEAREST B JOINT (TYP. EA. END) 2' 2' B/C +,< 5' r - u L _cj/ - 8" TYP 1" MIN. CLR. CARRIER PIPE CASING SPACER 1-PC. PULL -ON WATER COCe'�� TIGHT NEOPRENE END p� QJ J; PAVEMENT AREAS •( SEAL W/ STN. STL, CLAMPS "APS" OR "PSI„ Vt B/c BAND CLAMP • - 'SIDEWAI F(. NOTE: CASING SPACERS AT SPRINGLINE 4-RUNNER MIN. (THRU 24' DIA 5' f CASING) OR 6-RUNNER MIN. PROVIDE 4 (24"-42" DIA. CASING) STAINLESS RUNNERS AT STL. TYPE304; 8" WIDE BAND BOTTOM 450 W.1 POLYMER RUNNERS; CENTERED MIN OR NON -CENTERED; CLEAR BELL, RESTRAINED FROM FLOTATION; INSULATED; "APS, INC., MOD SS18" STRUCTURAL BACKFILL AREA OR "CASCADE" CASING DETAIL W2-02 W2-00 2- `-STEEL CASING ADJUSTABLE TOP RUNNERS �TO MAINTAIN 1" MAX CLR. 300 MAX -STEEL CASING ---8" WIDE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND POLYMER RUNNER (TYP) W2-03 NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE WNALVE BOX 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION WNALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. TEE OR TAPPING MAIN. SLEEVE & VALVE SLEEVE & VALVE AS REQUIRED ENCASEMENT AS REQUIRED 2'-0"MIN. 2'-0"MIN. ENCASEMENT OPEN CUT OPEN CUT WATER LINE SHOULDER VARIES ��AlIf1TL1 WATER LINE LIMIT LIMIT �• /,�• AC �A VC�IC\I� G• A•• vviuln yr rmvrunq_ry i MIN. I I MIN. trvl GATE VALVE X-0" MIN. SIDEWALK MAY BE OPEN CUT GATE VALVE 3'-0" BELOW DITCH FLOW LINE. OR BORED AS STEEL CASING DIRECTED BY THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING W4-00 W4-01 AO SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF ROCKS LUMPS CLODS OR DEBRIS LARGER THAN TWO (2) BOTTOM OF SUB -GRADE NOTES: INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 1. FORBEDD/NGAND TRENCHING W/TH/NALL EXISTING MINIMUM OF90%OF MAXIMUM DENSITY AS DETERMINED BY PAVEDAREAS, SEE DETAILS FOR OPEN CUT STREETS. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN (Details ST4-00, ST4-01, ST4-02). THIS NOTEDOES OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL 2L_ NOTAPPLY TO STREETS BEING RECONSTRUCTED. AREAS (ie... YARDS, PASTURES, EASEMENTS AND TO A MINIMUM OF98%OF MAXIMUM DENSITY AS DETERMINED - ® SELECT MATERIAL . 2EVERY100FEETPROVIDEA WATER STOP BLOCK BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO+ /° OF OPTIMUM UNDER NEW STREET AREAS QA SELECT MATERIAL ©CEMENT STABILIZED SAND COMPOSED OFCEMENTSANDORNAT/VEAMTER/AL DEPEND/NGONEMBEDMENT. BLOCKSHALL BE6FEET AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX 8% 12" MAX. /NLENGTH. NOBEDDING SAND /NTH/SAREA. ©(MANUALLY CONSOLIDATE AT OPTIMUM ©(MANUALLY CONSOLIDATE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS B GRANULAR MATERIAL MOISTURE) C AT OPTIMUM MOISTURE) ) FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS, OR ORGANIC ;. 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED dY STANDARD 4" 4„ SHALL BE IN ACCORDANCE WITH ANSI/AWWA C1501A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 PIPE UNDISTURBED SOIL I PIP UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MAXIMUM PLASTICITY INDEX 15 �J MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 O.D. O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 3/4" SIEVE 100 PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL 6" MIN.112" MAX. TAPE AT A MINIMUM OF 24" 6" MIN.l12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO BE PAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NON STRUCTURAL BY THE CONTRACTOR. © CEMENT STABILIZED SAND AREAS OR STREETS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY RECONSTRUCTED PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE W4-02 GENERAL NOTES: 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. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. Ln z 0 N w U C U CITY OF BRYAN The Good Life, Texas Style - DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 2 1Q Service saddle, SS straps, CC threads Installed per manufacturer's recommndations. All main types: Smith Blair 317 20 Corporation Stop: Ford FB 1000-4-Q -1" O3 Service tubing: Type K copper - soft -1" ® Ford male adapter - C84-44-0 -1" QS Meter box valve: 5 = Ford Angle Stop - BA13-342W 5A = Ford Straight Stop - B11-444W -1" 6 0 Brass bushing IPS -1" x 3/4" a b g 07 Meter nipple - C38-23-2-5 - 3/4" ® Meter box and lid: Old Castle meter box, CI lid with Reader #36 CUSTOMER rVALVE CUSTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/4" W6-00 NOTES: 0 Service saddle, SS straps, CC threads Installed per manufacturer's recommendations. All main types: Smith Blair 317 02 Corporation Stop: Ford FB 1000-7-Q (cc thread) - 2" 03 Service tubing: Type K copper - cu - soft - 2" ® Ford male adapter - C84-77-Q - 2" 05 Meter box valve: 5; Ford An Stop - BA-11-777W - 2" 5A = Ford Straight Stop - B11-777W - 2" nRracc ninnln I P S - 71+ x R" 07 Brass coupling I.P.S. - 2" ® Swivel nut - C38-77 - 2" 09 Meter adapter- BBIM 77 - 2" ® Brass nipple I.P.S. - 2" x 3" © Meter box and lid: Old Castle meter box, Cl lid with Reader #65 © Meter box and lid: Old Castle 12" round valve box #3RT CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2" VALVE NOTES: 1Q addle SS straps, CC threads Services p 5 0 Meter box valve: urer' Installed per manufacturer's I P 5 = Ford An le Stop - BA-13-444W-0-1" g P recommendations. All main types: 5A = Ford Straight Stop - 611-444W -1" Smith Blair 317 ©Meter nipple le - C38-44-2-625 -1" 0 Corporation Stop: Ford FB 1000-4-Q -1" © Meter box and lid: Old Castle meter box, Q3 Service tubing: Type K copper-soft-1" Cl lid with Reader#36 ® Ford male adapter -C84-44-Q-1" CUSTOMER VALVE CUSTOMER VALVE CUSTOM J�VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1" NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 W6-01 NOTES: Service saddle, SS straps, CC threads © Swivel nut- C38-66-2-875-1-1/2" Installed per manufacturer's recommendations. All main types: 07 Brass all thread I.P.S.-1-1/2" Smith Blair 317 8 Meter adapter - BBIM 66-1-1/2" 20 Corporation Stop: Ford FB 1000-6-Q-1-1/2" Qg Meter box and lid: Old Castle meter 03 Service tubing: Type K copper- soft-1-1/2" box, CI lid with Reader #65 ® Ford male adapter - C84-66-Q-1-1/2" 05 Meter box valve: 5 ; Ford Angle Stop - BA-11-666W-1-1/2" 5A = Ford Straieht Stan - S11-666W - 1-112" CUSTOMER % VALVE CUSTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1-1/2 W6-02 METER SWIVEL NUT OR NIPPLE ANGLE STOF 1-112" BALL VALVE — (FOR DOUBLE SERVICE ONLY) VIEW A A DOUBLE SERVICE 1-1/2" BALL VALVE (FOR DOUBLE SERVICE ONLY) CITY OF BRYAN WATER SERVICE RECONNECTION ANGLESTOP METER BOX w Z I - WATER - METER ------i I fl WATER METER METER BOX I METER SWIVEL NUT OR NIPPLE 1" NUMEX SDR-9 200 PSI PIPE OR COPPER PIPE (2 FOR DOUBLE SERVICE) -1-112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) NOTES: 1 Service saddle SS straps, CC threads P� 6 0 P - " x 3/4" Brass bushing I S 1 9 Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 7 Meter ni le - C38-23-2-5 - 3/4" PP Ford S70/S90 8 Ball valve (2) Corporation Stop: Ford FB 1000-4-1" 09 Meter box and lid: Old Castle meter g3 Service tubing: Type K copper - soft-1" box, Cl lid with Reader #36 4 Ford male adapter - C84-44-1" 05 Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" 5A = Ford Straight Stop - B11-444W -1'+ I _ CUSTOMER VALVE 9 CUSTOMER VALVE 7771 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4" NOTES: 10 Service saddle, SS straps, CC threads Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S70/S90 2Q Corporation Stop: Ford FB 1000-7 (cc thread) - 2" Q3 Service tubing: Type K copper - cu - soft - 2" ® Ford male adapter - C84-77- 2" Q5 Meter box valve: 5 = Ford Angle Stop - FV-43-777W - 2" SA = Ford Straight Stop - B11-777W - 2" © Brass nipple I.P.S. - 2" x 6" 70 Brass coupling I.P.S. - 2" 7-00 ® Swivel nut - C38-77 - 2" 0 Meter adapter -BBIM77-2" ® Brass nipple I.P.S. - 2" x 3" © Meter box and lid: Old Castle meter box, Cl lid with Reader #65 ® Meter box and lid- Old Castle 12" round valve box #3RT ® Ball valve CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 NOTES: 1 Service saddle SS straps, C threads O P. C Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S70/S90 02 Corporation Stop: Ford FB 1000-4-1" 03 Service tubing: Type K copper - soft -1" 8 Ford male adapter- C84-44-1" 5 Meter box valve: 5 - Ford Angle Stop - BA-43-444W -1" 5A. Ford Straight Stop - B11-444W -1" SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 H1 WEIGHT DMC-CS3 3" 8'-8" 5'.0" 4'-6" 12,000 DMC-CS4 4" 8'-8" V-0" 4'-6" 12,000 DMC-CS6 6" 11'-0" V-0" 4'-9" 12,000 - NRS GATE VALVE -FLG. COUPLING ADAPTER` ' w/FLG. SPOOL s. (TYP-2) NRS FLG GATE-`.` ` MFG: PARK EQUIP. CO. VALVE (TYP-2) MODEL: DMC-CS APPROVED 3" OR LARGER COMPOUND LROD (TYP) METERS, VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) SENSUS C2 OMNI APPROVED VAULTS - PRESTCACONCRETE TOUCH READ 1000 (TYP-2) VAULT W/ ADEQUATE GALLON w/STRAINER PLAN VIETV ACCESS AND VAULT DIMENSIONS FOR METER SELECTED CONCRETE LID W/ 36"x60" APPROVED MATERIALS - DUCTILE IRON PIPE WITH SINGLE LEAF GALVANIZED MECHANICAL JOINT. SET SCREW STEEL HATCHWAY (H-20 RATED) RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE O DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. GALVANIZED STEEL PIPE SUPPORT (TYP) GRAVEL BED 12" SQ SUMP W/ CAST IRON GRATE AND OPTIONAL DRAIN ELEVATION 117ETV 88 6 Pp Meter nipple - C38-44-2-625 -1" Ball valve O 9 Meter box and lid: Old Castle meter box Cl lid with Reader #36 CUSTOMER VALVE 9 CUSTOMER VALVE 9 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" W7-01 CUSTOMER VALVE NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C3844-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY OF COLLEGE STATION METER VAULT ASSEMBLY NOTES: 1 Service saddle SS straps, CC threads Installed per maP� nufacturer's recommendations. All main types: Cambridge 800 Series or Ford S76/S90 2 Corporation Stop: Ford FB 1000-6-1-1/2" 3 Service tubing: Type K copper - soft-1-1/2" 4 Ford male adapter - C84-66- 1-1/2" 0 Meter box valve: 5 = Ford Angle Stop - FV-43-666W-1-1/2" 5A = Ford Straight Stop - B11-666W -1-1 /2" 6 Swivel nut- C38-66-2-875-1-112" 7 Brass all thread I.P.S.-1-1/2" 8 Meer adapter SIM66-1-1 " t B 12 p 9 Meter box and lid: Old Castle meter 8 m t r box, Cl lid with Reader #65 ® Ball valve CUSTOMER VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1-1 /2" W7-02 METER SWIVEL NUT OR NIPPLE METER ANGLESTOP BOX 1-112" BALL VALVE (FOR DOUBLE SERVICE ONLY) z WATER 0 METER --- 4'MIN.------ VIE IT" A A 3I DOUBLE SERVICE 61 1-112" BALL VALVE — FOR DOUBLE SERVIC ONLY) CITY OF COLLEGE STATION WATER SERVICE RECONNECTION ANGLESTOP WATER I METER METER BOX I METER SWIVEL NUT OR NIPPLE I TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) z 0 V) w CLI U CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: %W 2 SHEET 2 OF 2 W6-03 W6-04 7-03 NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBELICONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0-12------------8- 12 AND OVER--------- 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT- - - - - - - - 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA- - - - 90 % STANDARD PROCTOR - ASTM D 698 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. NOTES: 1. FOR BEDDING ANOTRENCHING W/THIN ALL EX/STING PAVEDAREAS, S (Details ST4-00 ST4-01 ST4-02 . SEE DETAILS FOR OPEN CUT STREET . (e ) THIS NOTE DOES NOTAPPL Y TO STREETS BEING RECONSTRUCTED. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. STD. DUCTILE IRON MANHOLE COVE AND FRAME (30" DIA. OPENING) OR EQUAL MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT 2-18in. <301n. 6 FT >:36in. 12" MAX. SEE NOTE 1 T-15" CLASS "A" CONC. 3000 PSI IN 28 DAYS VARIES VARIES (SEE TABLE) _ PLUG-,,,,, VARIES _ 9„ 6 MIN , IjI- BACK FILL AROUND MAX PER NOTE 4 MH SHALL E AS Air' i MIN INVERT= UP TO 24", SHALL BE WATERSTOP-PIPECONX #4 BARS, 8" O.C.E.W. MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINPLACEMANHOLE SEE NOTE 7 ARNING SEWER SIGN ANNOLE MANHOLE SIGN N (SEE DETAIL S5-02) V-0" I Q- "OKI STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL ti. 12" MAX. ; rr, r ...,. , . SEE NOTE 1 6 T-0" PRECAST REINFORCEDCONC. MANHOLE SECT8' DES. C-478 I Y,,RUBBER-GASKET GREENASTM ,HEAVY DUTY, BACK FILL AROUND MH � WING CHANNEL POST SHALL BE AS PER NOTE 4VARIES 5"MIN. (SEE TABLE) JOINTS W/ MORTAR SEALANT INSIDE AT ALL JOINTS MAX PLUG T 6" MIN. 112 Its (METER OF PIPE 1ND LARGER ° `a DEPTH INVERTS. - BASE #4 BARS BENT @ 90A AND TIED TO WALL AND BASE. /04BARS, WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PRECAST MANHOLE STANDARD MANHOLE ORIGINAL GROUND OR - BOTTOM OF SUBGRADE 1- AQ SELECT NATIVE MATERIAL T 2. MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF QA SELECT MATERIAL ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A %- QA SELECT MATERIAL �> © CEMENT STABILIZED MINIMUM OF 90%OF MAXIMUM DENSITY AS DETERMINED BY 8"-12-MAX. SAND ASTM D698 (STANDARD) AT MOISTURE CONTENT WITHIN ©(MANUALLY 8"A2"MAX. OPTIMUM 0OF OPTIMUM UNDER AREAS (ieTOYARD°S, PASTURES, EASEMENTS) AND TO A AL AT OPTIMUM E (� ©( 0 �M TE DENSITY AS DETERMINED MOISTURE) MINIMUM OF 98% OF MAXIMUM .. MOISTURE) BY ASTM D698 ((STANDARD) AT A MOISTURE CONTENT WITHIN LOW% 6" BE :- OPTIMUM TO +4OF OPTIMUM UNDER NEW STREET AREAS PIPE BELL AND STREETS TO BE RECONSTRUCTED. O.D. JPIPE UNDISTURBED SOIL PIPEBEL O.D. UNDISTURBED SOIL O.D. � PIPE 1, © GRANULAR MATERIAL O.D. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MIN./l2" MAX. PLACE METAL DETECTOR 6"MIN./12" MAX. MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT A MINIMUM OF 24" LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: ABOVE TOP OF PIPE MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NON- STRUCTURAL AREAS TO BE PA T ED MINIMUM PERCENT PASSING 314" SIEVE 100 AREAS OR STREETS TO BE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. RECONSTRUCTED © CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE & PVC PIPE S 1-Ol NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH, 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. A PIPE O.D. PLUS 4" PERIPHERAL "STARTER" HOLES (SEE NOTE 1.) OPENING CREATION DETAIL NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. ETE ' 1 MANHOLE CONNECTION DETAIL 6 PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. MANHOLE SECTION MIN. 24" BETWEEN CUT-OUT AND REMOVE INVERT AS REQUIRED MANHOLE CONE. AND NEW INVERT FOR NEW EXISTING SEWER FILL-IN BETWEEN DOG HOUSE LINE. NEW INVERT SHALL HAVE SMOOTH TRANSITION FORM SHELF SLOPE AT MAIN CUT-OUT AND PIPE WITH INTO EXITING INVERT. REWORK 1"/FT. NEAT AND SMOOTH. NON -SHRINK GROUT AND EXISTING INVERT AS REQUIRE,). CONCRETE BRICK AS NEEDED BASE MAINTAINING INSIDE MANHOLE .• .... . :. WALL SHAPE. NON -SHRINK GROUT DIAMETER ,, - Z •. r .: _ CONCRETE BLOCKS. (TYPICAL) 2" CLR. NON SHRINK •�• ..:e` 6" OF GRANULAR BEDDING 1� 0 SYNKO-FLEX PREFORMED (TYP•) GROUT NEW INVERT ►� PLASTIC ADHESIVE �- WATERSTOP, OR APPROVED PIPE O.D. EQUAL. (SEE NOTE 3.) PLUS 18; #3 REBAR (14" LONG 1 EMBEDDED AN EPDXYED INTO MANHOLE WATERSTOP - PIPECONX MANHOLE ADAPTER WATERSTOP-PIPECONX WALL 3". (SEEN TE 2.) PIPE O.D. SEAL, OR APPROVED MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. PLUS 18" EQUAL. (2 REQ'D) (2 REQ'D) CITY OF COLLEGE STATION 1 CONNECTION DETAIL SECTION VIEW 1 CONNECTION DETAIL SECTION VIEW 8.1 IQ B.2 GRAVITY SEWER DOGHOUSE MANHOLE STANDARD MANHOLE TIE-IN S3-00 S3-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. 5" MIN..::_ CEMENT STABILIZED 12" ASANDASSHOWN 12" VARIES CEMENT STABILIZED SAND AS SHOWN 4=e4 3" 3„ is 3.. VARIESfi A VARIES A ?'. VA RIE 3.. SIZE X SIZE WYE SIZE X SIZE WYE 45° BEND 45° BEND SEE BASE NOTE FOUNDATION NX #4 BARS, 8" O.C.E.W. - DEPTHS MANHOLE DAP ER SE MANHOLE ADAPTER SEAL, NOTE: GREATER THAN 12 FEET WILL R APPROVED EQUAL. 2 REQUIRE 2 MATS OF REINFORCING (2 REQ'D) STEEL IN THE BASE CITY OF COLLEGE STATION OUTSIDE DROP MANHOLE 0AILY ALLOT I LD FOR MAI.'VL1NT CO,'VNECTIONS K'AND LARGER) SFMONA -A SECTIONA A S2-00 NOTE: MANHOLE BASE SHALL DE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. STANDARD CLEANOUT STANDARD CROSS -5" MIN 24" MIN. 24" MIN. VARIES CEMENT STABILIZED SAND AS SHOWN. STANDARD CROSS 4"'I 3" ' VARIESfi A VARIES;: 3A 111 90" BENDIE 90° BEND SEE 6 MIN. NOTE BASE FOUNDATION 94 BARS, 8" O.C.E.W. - DEPTHS WATERSTOP-PIPECONX GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL IN THE BASE (2 REQ'D) CITY OF BRAYN OUTSIDE DROP MANHOLE ONLY T MENAPPROTEED BYCITYENGINEER S2-01 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PLAN o a .141'� PIER DIA. AS SHOWN , a ON PLANS I z _/ SECTIONA A ,IES #4 BAR HOOPS, 12" O.C. 3" CLEARANCE MININMUM PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 1 24 4" WIDE X 318" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE �8' GALY j1ZED STEEL LAYER OF TAR PAPER VERTICAL REINFORCING STEEL TO PREVENT BONDING wui0 A A <MM tY L) 7. zo, VERTICAL STEEL AS PER TABLE Lu U #4 BAR HOOPS, 12" O.C. ci t0 MIX _... a POUI CONC. AGAINST �00Nw •~ - ` INTO TURBED EARTH OLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 2" [51mm] LETTERING ETTE ING STYLE: BOOKMAN OLD STYLE NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC ELBOW ON BENCH, GROUT NEW BENCH TO SPRINGLINE AND TROWEL SMOOTH. FORM SMOOTH CHANNEL TO INVERT. ALL NEW CONNECTION AT EXISTING MANHOLES SHALL BE BY CORING ONLY FNp DROP-\ i ,O,c- PIPE \ I SEWER INFLUENT PIPE MAIN SEWER \ PIPE STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL GRADE RINGS FOR 8" 18"MAX ADJUSTMENTTO FINISH GRADE AS PER DETAIL i 7a =..' S1-02-NOTE 1 +c+'T' PRECAST FLAT -TOP LID L 30" i BACK FILL AROUND MH VARIAB (4' MIN.) SHALL BE AS PER I 5 INCH DETAIL S1-02 - NOTE 4 i (MIN) NESS GROUT �` :� USE RAM -NECK �OR APPROVED O-RIEQUAL PVC IN JOINTS ICROSS SEE PLAN OR PROFILE FOR PIPE SIZE, TYPE AND INV ELEV 1-3/4" STAINLESS PVC PIPE SIZE EQUAL TO I STEEL BANDS -1/8" INCOMING PIPE SIZE ? THICKNESS�TYP) W/ 45" ELBOW TURN W/FLOW 5/8" STAINL SS STEEL & GROUT IN PLACE) BOLTS W/EXPANSION ANCHORS (TYP) MATCH TOP OF ELBOW SOFFIT WITH TOP OF FFIT F T E LARGEST PIPE IN MANHOLE t \ i . ; #4 BARS, 8" O.C.E.W. V. :z co NOTE: DEPTHS GREATER ? THAN IT WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE STANDARD DROP MANHOLE CITYOFBRY,LV - DROPMANHOLE TO BE USED ON LINES UP 710 12'IN SIZE CITYOFCOLLEGESTATION- DROP MANHOLE TO BE USED ON LINES UP TO 4"IN SIZE 33-1/4" DIA _ [845mm] 32-3/16" DIA- 2" 51mm LETTERING [818mm] °f of LETTERING STYLE: 1-9116" 114" ((6mm DIA �9 (2) PICKBARS BOOKMAN OLD STYLE NEOpRE�E GASKET [40mm] fD b (2) PICKBARS r 11 412" [51MM] V R [51MM] (11mm]30" DIA 5/16" [762mm] [8mm] CITYOFORYAN N Q. 2-9116- 33-15116" DIA !` [65mm] [862mm] sFWE R TARY �� a0I35 m] 2" r5lmml LETTERING "°u� 2" [5lmml LETTERING FRAME SECTION LETTERING STYLE: 17N jjlL jjj LETTERING STYLE: BOOKMAN OLD STYLE BOOKMAN OLD STYLE . J MACHINED SURFACE �1 / 6" [9 32" DIA [813 mm] .��. 5/8" 1-112" 1- [16mm] [38 mm] 2-7116" � [62mm] 7/8" 2-7/8' [22mm] I III „�W [73 mm] R 1-3/4" 1" DIA X 4" LG [R44mm] H.R.S. ROD COVER SECTION PICKBAR DETAIL u tr CITY SPECIFIC SANITARY SEWER BOTT031 VIETV STANDARD MANHOLE LIDS TO BE USED FOR PUBLIC RING AND COVER SEWER SYSTEMS ONLY. NOT TO OFCOVER BE USED ON PRIVATE SEWER SYSTEMS. DUCTILEIRON V-1432--3 F 54-01 13/16" 13/16" 38" DIA 30-314" 3/4' [ 3/16" mm] [965mm] 114" (6mm) DIA 250" [781 mm]DIA. [20mmT 1� 32-19 DI NEOPRENE GASKET [ .mm] 180" ID OF GROOVE �� [819mm] 30 DIA 1-112" 4„ [5mm] -11/2" 2-7/8" 0" mm [38mm] [102mm] [13mm] [2 7rr8�] [73mm] BOLTHOLE SECTION 2 1-3/4" 1'• (25mm) DIA. 32-5/16" DIA7H .� [R44mm] X51TEEN on [821mm] 1-112" MACHINE GROOVE LG STE L ROD 33-11/16" DIA [38mm] DETAIL 30" DIA 1/2" PICKBAR DETAIL [821mm] 1 4" [6mm GROOVE FOR [762mm] I i 38mm] FRAMESECTION PNEOPRENE GASKET • 1666 ���� 2.718" MACHINED SURFACE hENERtINLETTERING STYLE NG [73mm] COVER SECTION RR�� ookman Old Style RE ESSaETTFLUSH 0 (4) 5/8"-11 NC X 2" LG (4) 5t8"-11 NC X 2" LG HEX SS CAP SCREWS E(jE T HEX SS CAP SCREWS & NARROW ZINC PLT. & NARROW ZINC PLT. & o 0 Oj .L & RUBBER WASHERS OV 0 RUBBER WASHERS 4" o [ 1mm] 4" o V 2 (51mm] [102mm] ® [102mm] ® v-xana of S2-02 CITY OF BRYAN N9 Lui ..,,.-, �sFWER RYS�� lI u o 0 (2) PLACES RECESSED FLUSHING 2" [51mm] LETTERING LETTERING STYLE: PLAN VIET V BOTTOM VIEYV Bookman Old Style NOTE: WATER TIGHT MANHOLE RING AND COVER CITY SPECIFIC SANITARY SEWER LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER DUCTILEIRON V-2432-3 S4-00 SYSTEMS. S4-02 z CD � � w w r� �7 W w � � w CD Q z � z � U CITY OF BRYAN The Good Life, Texas Style.' DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 2 0 N NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 5. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION ALLOWABLE TAPPING AREA BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. SIDEWALK I I I 2.0\2) (S. STD. PVC COUPLING CURB & GUTTER-7 SID WATER LINE (MIN. 4' BURY) , 2' DESIRABLE ASTM D3034 SDR26 PIPE -� W/GASKETS @1.0% MIN. (PIPE IS NOT TO BE PLACED HORIZONTALLY) PROFILE 3 O 1 cr W cL w O mz -. 1 2' _ �Y ALLOWABLE TAPPING AREA 4' SEE NOTE 3 BOTTOM LIP OF CONNECTING PLAN PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. . NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. SEE NOTE 3 (TYPICAL) PVC (SEE NOTE 2) TEE WYE SERVICE FITTING (SEWER WYE AND 1/8- BEND) SEWER LINE v w O :yr z w IE w 0 I 1 Lu w 0. I w O z i 4' 3 SEE NOTE 3 0 1� PLAN CITY OF BRYAN SEWER SERVICE LINE CROSSING R-O-W OR EDGE OF EASEMENT TO BE LOWERED TO FINAL GRADE AT TIME OF a PLUMBER'S TIE-IN "v w0 VARIES z SERVICE - (SEWER TEE) TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN R-O-W OR EDGE OF EASEMENT- IF- VARIES BENDS TO BRING - STACK VERTICAL (TYPICAL 45° BEND) PVC (SEE NOTE 2 (MIN. 1% SLOPE) 9 IT cwn 0 z 'r--/ TEE WYE SERVICE FITTING (SEWER WYE AND 1/8 BEND; ROTATE AS NEEDED) DEEP CONNECTION PROFILE CITY OF BRYAN SANITARY SEWER SERVICE CONNECTION en w PVC (SEE NOTE 2) p (MIN. SLOPE) z BENDS TO BRING :T STACK VERTICAL CO) (TYPICAL 45- BEND) STANDARD CONNECTIONPROFILE S6-00 S6-01 GENERAL NOTES: 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 ESTABLISDHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX STANDARD CLEAN -OUT BOOT 6" CLEAN OUT STACK DIP OR PVC ARTH, SEE ING AND CH DETAIL S INCLUDES ALL PAVED AREAS TRUCTURAL BACKFILL AREA (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2 IN S1-01) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (OPTION NO.1 IN S1-01) B/C �F` 5' 0 p� N QJ �1� ' PAVEMENT AREAS 5CO p 0q IQ' BIC y .. •i t �.'• �.•• • .•SIDEWALK. 3 STRUCTURAL BACKFILL AREA to N O ',REST BELL A MAX 6'8" TYP. MAX 6'8" TYP. 6'8" TYP. MAX JOINT (END) 1" R. EA. END) CLR. > 8" TYP `-1" MIN. CLR. STEEL CASING 72-; CARRIER PIPEJ CASING SPACER 1-PC. PULL -ON WATERJ TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS - cm SEAL W/STAINLESS TO MAINTAIN 1" MAX CLR. > cn STEEL CLAMPS "APS" MAx LU OR "PSI" NOTE: BAND CLAMP STEEL CASING SPACERS -RUNNER MIN. ATSPRINGLINE (CASING OR 6-RUNNER 8" WIDE BAND IN, (24"-42" DIA. CASING) STAINLESS )AINLESS STEELL (TYPE 304 STL. TYPE304; 8" WIDE BAND W/ PROVIDE 4 POLYMER RUNNERS; CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE OR NON -CENTERED; CLEAR BELL, BOTTOM 45" BETWEEN PIPE AND BAND RESTRAINED FROM FLOTATION; MIN INSULATED; "APS, INC., MOD SS18" POLYMER RUNNER (TYP) OR"CASCADE" CASING DETAIL 55-03 2'-0" 2'-0" MIN. MACHINE BORING MIN. OPEN CUT (TUNNELING) OPEN CUT LIMIT LIMIT 3'-0- MIN. I SIDEWALK MAY BE OPEN CUT OR BORED 17-1 AS DIRECTED BY THE ENGINEER STEEL CASING AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. APPROVED BY THE CITY E'N ET BORING ALLOWED ONLY WHEN S5-00 TYPICAL URBAN CITY STREET CROSSING NOTES: 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELD: BLACK TEXT ARN I N SIGNS TO BE CONSTRUCTED FROM 2. 20 GA. STEEL BAKED ON ENAMEL 10" FINISH. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD CONTACT THE CITY AND AT OTHER LOCATIONS AS BEFORE EXCAVATING SHOWN ON THE PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED YELLOW BACKGROUND 4" (OMITTING MANHOLE NUMBER ON MANHOLE SIGN MAN HO E (NOT A SEPARATE PAY ITEM) CEMENT STABILIZED\ 7- NO. SAND AS SHOWN �` � 2" BLACK PRESSURE RS FOR ROCCUSHION CONCURETE TO BETIVE ADDED AT ER BASIC SIGN HAS BEEN -� NOT LESS THAN 3" WHITE PAINTED /!* BACKGROUND STANDARD CLEAN i OUT FOR MAIN LINE SEWER WARNING AND MANHOLE 45° BEND S5-01 IDENTIFICATION SIGN S5-02 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BESET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. -ALLOWABLE TAPPING AREA , 5•,5 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. ALLOWABVG6ANE�A TOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. z SIDEWALK O 3.5' MAX. 1 (SEE NOTE 1.) I 1 I 2.0' 2' PVC (SEE NOTE 4) STD. 45° PVC BEND L STD. PVC COUPLING MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT MIN. T MIN. 3'-0" BELOW DITCH FLOW LINE. NOTE: STEEL CASING CARRIER PIPE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RURAL STREET CROSSING SEE NOTE 5 1 CONC. CURB SIDEWALK (TYPICAL) &GUTTER 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) 3.5' MAX. PVC WYE WITH (SEE NOTE 1 PVC CAP AND NOTE 7) I (SEE NOTE 3) WATER LINE (MIN. 4' BURY) PVC (SEE NOTE 4) z � 3 3 �► o 2' DESIRABLE 16 I� 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) 2 0' PVC WYE WITH w PVC CAP 0. w (SEE NOTE 3) 1 z n Z 1 O SEE NOTE 5 PLAN I 1 SEE NOTE 5 - (TYPICAL) TEE WYE SERVICE FITTING -ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) W/GASKETS 1.0% MIN. PLAN (PIPE IS NOT TO BE PLACED SEWER LINE HORIZONTALLY) PROFILE CITY OF COLLEGE STATION SEWER SERVICE LINE CROSSING R-O-W OR EDGE -1 OFEASEMENT 1 VARIES 1. (7777\77 !f\\1r\ I10f11 3.5' MAX. (SEE NOTE 1.) 1 H O �2.0'�z w 0 PVC (S7NOE)3) cwn(MIN. 1 TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPROFILE R-O-W OR EDGE OF EASEMENT VARIES 3.5' MAX. (SEE NOTE 1 AND NOTE 6) PVC (SEE NOTE 3) I (MIN. 1% SLOPE) STD. 45° BEND I STACK VARIES IN HEIGHT in 2.O p STD. 45" BEND w uj coTEE WYE SERVICE FITTING (SEWER WYE AND 1/8 BEND) DEEP CONNECTIONPROFILE CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION M IR S7-01 o �w Con wry c� w o � zQ x� U DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 2 OF 2 NORMAL TRAVERSE SLOPE 3' 6" O.D. + 1'-0" 6.. 3" � 5. 0.. 6" TYP. MIN. 5'-0" EXTENSION s"TYP. -� ---- A Ir I � I 6 °❑°o❑O°❑�°❑, 13' RADIUS M ••1 I - - - - - - - - - DEPRESSED 1— — — — — -4-- � ❑❑❑❑❑❑ GUTTER SLOPE •.• — ii —�`; f 3' RADIO j 6" f .://// // NORMAL FACE OF CURB 2'.0" MIN. 2'-6" 28-DAY CONCRETE SQUARE STRENGTH = 3000 psi THROATDETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D4-01 SEE D1-05 PLAN PLAN UIEI/V CURB LINE WHEN 28-DAY CONCRETE STRENGTH = 3000 psi CONCRETE RECESSED INLET #4 BARS 6" O.C.E.W. GUTTER TOP SLAB 4 BARS, 6" O.C.E. A STD. CAST IRON MANHOLE COVER #4 BARS TOP OF CURB TOP SLAB AND FRAME _ �• z 12" O.zt SIDEW—f6" TOP SLAB 6" 3'-6" 1.'3.. f` y+ 1'-51I" fl 6"TYP. I� NORMAL GUTTER LINE #4BARS12" O.C.E.W. �I.... �`�� �� �' :)�DEPRESSED GUTTER LINE . SIDEWALLS & BOTTOM EXTENSION--SLAB6 g•� fYp, 8" BOTTOM IF6' SIDE WALLS I I INVERT SHAPING CONCRETE FILL A #4 BARS 12" O.C.E.W. SLAB #4 BARS 8" O.C.E.W. -- SIDEWALLS & BOTTOM BOTTOM SLAB SECTIONA A (SEE NOTES 1 & 2) SECTIONA A SECTIONB B TLEVATION SEE NOTES 1 & 2) SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION - D 1-00 D 1-01 28-DAY CONCRETE GRATE SHALL BE BICYCLE PROOF. PEDESTRIAN GRATES A 3116" 7/16"1 3/4" IF STRENGTH = 3000 psi SHALL BE INSTALLED _ _ _ _ _ - - - - - - - - 2" \Q� GCVO IN SIDEWALK AREA. i IE 21 •� A A I VIEIVA A FLOW I MAIN DIAGONAL t]ODOOODDl1 - STRENGTH = 3000 psi aODOOODO� 3/4" DIA I + E I i ((2 HOLES F3R RE I LINE I -ROD I_---- I I O.D.+6" MIN. STD. CAST IRON MANHOLE COVER FRAME PLAN - - - -- ----) SRE A CROSSSECTION PLAN 6" TOP SLAB PLAN MINIMUM DISTANCE BETWEEN TWO PIPES 1/2" FLAT FACED GOTHIC O.D. + 6" MIN. 18" TO 36" -12"APART w/APPROPRIATE CITY TITLE CITYONT F BRYAN /� A �� DRAINS TO A #4 BARS, 12" O.C.E.W. 6" TOP SLAB SIDE WALLS •, #4 BARS 6" O.C.E.W. 48" OR LARGER -18"APART it4 BARS, 12" O.C.E.W. SIDE WALLS I TOP SLAB POLLUTE POLL NO ASURA RIVER4 I O.D.+6" MIN. - - I y _ y y LARGE MOUTH BASS LOG —� 8" BOTTOM WALLS I ( i 6" TOP MIN+3 " 4 + VARIES O SLAB 3/4" FLAT FACED GOTHIC (2) PLACES 3" MIN. ESID�8" BOTTOM WALLS SLAB — — — — — SEE NOTE #4 BARS -L 12" O.C.E.W. r SECTI01� A A #4 BARS, 8" O.C.E.W. BOTTOM SLAB #4 BARS, 8" O.C.E.W. 6" SIDE WALLS SIDEWALLS 8" BOTTOM�� SLAB ��I1 OONT CITY OF COLLEGE STATION A POLLUTE JJ DRAINS TO A (SEE NOTES 1 & 2) BOTTOM SLAB (SEE NOTES 1 & 2) 6"SIDE WALLSV NO BASURA RIVERS fiAE W SECTIONA A BOTTOM SLAB 1/2" FLAT FACED GOTHIC STORM SEVER IN STREETS 28-DAY SECTIONA A (SEE NOTES 1 & 2) W/APPROPRIATE CITY TITLE CONCRETE STRENGTH 3000 psi DOUBLE BARREL BASS LOGO JUNCTION BOX GRATE INLET D I DI-031 INLET D1-o4 1 PLATE D1-05 ELEV AS SHOWN ON THE PLANS LJ 6' #3 "U" BARS I I �9L� 1 PER BLOCK DISSIPA TOR BL 0 CK L 0 CA TION PROVIDE RIP -RAP ROCK (MIN. 20LB PIECES) 12'1 r tO BARS FARS E BAR W BARS E 8 D Diameter of Pipe (D) 8" MIN w 2' MAX DISSIPA TOW BLOCK T V"-P�� f f I i 6" MATCH RECEIVING i 6„ FLOWLINE SLOPE LLI y 30° VARIES f � 24" #4 BARS 12" O.C.E.W. 6" WALLS, BOTTOM SLAB, & TOE SECTIONA A PLAN 28-DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" -12" APART 48" OR LARGER -18" APART TYPICAL CONCRETE HEADWALL + I A N 7 O I + 0..12 ❑6.. F Q APRON SLOPE TO O & END WALL WITH WINGS a BARS VI-Vx BAR W BARS C BARS Di -DX BARS Di-Dx BARS Vi-Vx BARS Vi-Vx CONFORMS TO BARS S 2:1 SLOPE BARS ZIP) BAR S ED c BARS G —4 Min. � BARS G BARS Bi-Bx al BARS E BARS B BARS B 6" 1 FRONT ELEYA TION BARS A PROVIDE A 12" FOOTING AS SHOWN WHERE REQUIRED TO MAINTAIN 4" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL 12" MIN. QUANTITIES SHOWN. SIDE ELEVATION ' I 28-DAY CONCRETE 6" I I I I STRENGTH = 3000 psi I I I I BARS F 'co I I I BARS V I Ik BARS C BAR W BARS 5 BARS E P BARS B CONSTRUCTION BARS Ai-Ax JOINT P BARS Di-Dx 300 ARS BARS S BARS Ai-Ax --- i_Vx _ ------ BARS G - SECTIONA A 6+ PLAN VIEW PROVIDE RIP -RAP ROCK (MIN. 20LB. PIECES) DISSIPATOR BLOCKS TO BE INSTALLED AS SHOWN IN DETAIL D3-00 GENERAL NOTES: 00000 1 ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". 000000 REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER 24" 6'-0" IN LENGTH. REINFORCING STEEL FOR ONE HEADWALL BARS Ai-Ax BARS B BARS Bi-Bx BARS C BARS Di-Dx BARS E BARS F BARS G BARS S BARS VI-Vx BARS W #4@12"± #3@18"± #3@16"± #4@12"± #3@12"± 1 #5 1 #4 #3 1 #4 #4@12"± #5 CONCRETE HEADWALL FOR 2 PIPES D3-00 I FD3-01 ORIGINAL GROUND OR STRUCTURAL BACKFILL AREA INCLUDES BOTTOM OF SUB -GRADE ALL PAVED AREAS SIDEWALKS, STREETS, SELECT MATERIAL ALLEYS, DRIVEWAYS,AND PARKING AREAS AND SHALL EXTEND 5' BEYOND THE CURB 0'� 1 _ F �(" MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ;.pm; . • �..o.n LINE. STRU BACKFILL SHALL B/C G 5. 0P E ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION, COMPACTED TO A ,_ R 2** MIN. STABILIZED O. 2IBE CEMENT STABILIZED (OPTION NO. 2 IN W4-02) OR EXCAVATED SOIL COMPACTED TO 98% MINIMUM OF 90%OF MAXIMUM DENSITY AS DETERMINED BY COMPACTED CEMENT STABILIZED SAND,1-112 SACK/CY PUGMILL MAXIMUM DRY DENSITY AS PER ASTM D698 QQ �P Q` ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ;r , ONLY). SPADE BY LIFTS INTO (\ WITHIN OPTIMUM TO +4°/D WET OF OPTIMUM (J I+ OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS PASTURES, EASEMENTS) PIPE O. \ PLACE, TO FILL ALL VOIDS AROUND (OPTION NO.1 IN W4-02) JG PAP �� ,r,Q Q- ( (Ie...YARDS, AND TO A MINIMUM OF 98%OF MAXIMUM DENSITY AS DETERMINED �' 8 PIPE. MANUALLY CONSOLIDATE AT BY OPTIMUM T 08+4%OF OPTDMLIM UNDER AT A TNEW STURE OREET AREAS NTENT IN UNDERIPIPE ASTM DOPTIMUM MOISTURE. PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) I PIP THE TRENCH BOTTOM SHALL BE J O.D. GRADED SO AS TO PROVIDE BIC UNIFORM CONTINOUSE SUPPORT * PE MUST DESIGN TRENCH DETAIL FOR THE PIPE BARREL BETWEEN j . • • .'. • � .'. .' � ' � B" MIN./12" MAX. BELL HOLES SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. HDPE PIPE IS NOT TO BE 5' USED UNDER PUBLIC STREET PAVEMENT CEMENT SAND A MINIMUM WILLIZED ALWAYS BE S BEDDING AND TRENCH FOR REINFORCED STRUCTURAL BACKFILL AREA REQUIRED. CONCRETE PIPE AND BOX CULVERTS D3-02 J D3-03 THICKNESS AS DESIGNATED ON PLANS OR AS DESIGNATED ON PLANS #3 BARS @ 18" O.C.E.W. V�1 11 2 OTE: MATCH I[ELEV. 1 MIN. 18" TOE WALL TO BE CONSTRUCTED .� AT BEGINNING & END OF CONCRETE � - — — ----- r^' DITCH CHANNEL & RIP -RAP SECTIONS. 5' S' S' 2"O I� VARIES H/3 WHEN �H=4' OR MORE -+- .� +---� IITE,PHOLEDETAIL 28-DAY CONCRETE STRENGTH = 3000 psi CONCRETE CHANNEL LINING GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE fMEASUREO FROM FLOWLINE THICKNESS 0 FINAL GRADE) 0-12--------- 8" 12 AND OVER - - - - - - - - 12" 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. 3. 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. 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. � II 6�I 4� HEIGHT VARIES WEEP HOLE 113 HEIGHT MINIMUM WIDTH DRAINAGE EASEMENT 15' MIN. 5' MIN. 2 1 1' MAX. 11/ I'MIN. 1 W MAXIMUM SLOPE 4, MIN nTIC, 4L LINED CHANNEL SECTION BLOCK SOD OR ENKAMAT W/HYDRO-MULCH STANDARD CHANNEL SECTION D2-02 #3 BARS @ 12" O.C.E.W 12"X12" GALV. HWD CLOTH 1/4" MESH WITH GRANULAR MATERIAL 4 I. - �• x 18" TOE DOWN (ALSO AT FLUME ENDS) I� 2'_0" 4._0" _ F-DAY CONCRETE STRENGTH = 3000 psi STANDARD FLUME SECTION EXPANSION JOINTS AT 60' O.C. D2-04 1-1/2" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE RECESSED FLUSH NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. 1" LETTERING (RECESSED FLUSH) ICKBARS 2 J VIEW 'mil— \ DI If II BOTTOM VIEW OF COVER r COVER FACE NOTE: STORM SEWER LIDS TO BE USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. -1/2" —112" LETTERS) 1" LETTERING-___� (RECESSED FLUSH) 13 BOTTOM VIEW OFCOVER D2-00 THICKNESS AS DESIGNA ON PLANS #3 BARS @ 18" O.C.E.WOR AS .-,e\. ON PLANS DESIGNATED 5 11 MATCH fLELEV.-A 1 (- �� 1'-6If cn 6" HEIGHT Z VARIES vI WEEP HOLE 1/3 HEIGHT w 18" TO 36" AS u �12"X12" GALV. HWD. DESIGNATED CLOTH 1/4" MESH DE DE PLANSL WITH GRANULAR ON 6' MATERIAL NOTE: MIN. 18" TOE WALL TO BE CONSTRUCTED AT BEGINNING &END OF CONCRETE DITCH CHANNEL & RIP -RAP SECTIONS. 2" 0 5' 5' S' 5' /�H/3 WHEN H=4' OR MORE EST— 28-GAY CONCRETE STRENGTH = 3000 psi WEEP HOLE DETAIL CONCRETE RIP -RAP D2-01 THICKNESS AS DESIGNATED HANDRAIL ON PLANS #3 BARS @ 18" O.C.E.W. 1'-0" S SIDEWALK OOR AS N PLANS DESIGNATED ���1P�`� �� 18" 8'� HEIGHT VARIES MATCH fLELEV. 28-DAY CONCRETE `r STRENGTH = 3000 psi 18" TO 36" AS 1 NOTE: DESIGNATED 18" TOE WALL TO BE CONSTRUCTED ON PLANS AT BEGINNING & END OF CONCRETE 6"J L DITCH LINING & RIP -RAP SECTIONS. CONCRETE SIDE SLOPE PROTECTION D2-03 7/16 1-1/2" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE 2-9/1 RECESSED FLUSH J MACHINED SURFACE 32" DIA 5/8" �1-1/2" • 2-7/8" COVER SECTION 33-1/4" DIA 32-3/16" DIA 1/4" DIA %NEOPRENE GASKET I 30" DIA .I 33-15/16" DIA 40-3/4" DIA FRAME SECTION 2-7/16" 7/8" R 1-3/4" 1" DIA X 4" LG H.R.S. ROD PIC", 4R DETAIL - 9/16" 4-1/2" 5116" STANDARD MANHOLE RING AND COVER 32"DI4. DUCTILEIRON V-1432--3 D4-00 25-318" DIA 1" HOLES 24-1/4" DIA 0 APART 1" LETTERING 22-118" DIA (RECESSED FLUSH) 2" 1-114" 5" „a 1" LETTERING LETTERING STYLE: 31-7/8" BOOKMAN OLD STYLE (RECESSED FLUSH) F"IE SECTION CO TER FACE 2-1/4" MACHINED BEARING SURFACE 1-3/8" 24" —� 2-1/4 � � � 2.. 1 " 3/4" 9/16" I 1-114" COVER SECTION PICK HOLE DETAIL STANDARD MANHOLE RING AND COVER ADM. DUCTILEIRON V-1342--A D4-01 CITY OF BRYANT The Good Life, Texas Style." DRAWN BY: C. L. M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: D SHEET 1 OF 1 J �