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Home My WebLink AboutSP2015-00001331204 EARL RUDDER FWY, S. COLLEGE STATION, TEXAS 77845 Z 0 0 0 0 0 fiaczama Firm #F-1443 12j1 �E..�F.,.TF 'c' .. .................. . VERONICA J.B.MORGAN o��...77689 T .G/ STAR. 2 j01VES BUTLER ROAD 4 CO EGEST S AUGUST 2015 VICINITYkIA,P OW'IVER: Landmark Collegiate Acquisifions,.LLC AUG 3 12015 N. TS I COLLEGE STATION ENGINEERING INDEX OF SHEETS SD4 .. STORM DRAIN P&P —4 OV —OVERALL SITE PLANSS3 AM 'SANITARY SEWER - 3 S,,,D5 iMSTORM DRAIN PLAN — I SPA PARTI AL SITE PLAN - I 5S4 -- SANITARY SEWER SD6 - STORM DRAIN PLAN SP2 IMPARTIAL SITE PLAN — 2 SSD ' SANITARY SEWER DETAILS PV — PAVING CETAILB S P 5 PARTIAL SITE PLAN - 3 WL1 WATER LIKE P&P - EC I -EROSION CONTROL, PLAN SP4 PARTIAL SITE PLAN - 4 WL2 - WATERLINE P&P - 2 ECZ EROSION CONTROL PLAN i- S P" PARTI A LS:ITJ-E-AN PLAN. - WL3 - WATER LINE P&P - 3 i SDA;L LAYOUT SP6 PARTIAL SITE PLAN - 6 WL4 - WATER .;LINE P&P - LS,1 LANDSCAPE PLAN 111 -� PARTIAL GRADING PLAN - I L' -CATER LINE P P` L.S LAND GAPE P�LA.N -2 G2 PARTIAL GRADING PLAN -2 WL - WATER, LINE P&P - LS3 LANDSCAPE PLANG3 - PARTIAL GRADING PLAN -3 WL7 WATER LINE P&P L5�4 LANDSCAPE PLAN �- G4 - PARTIAL GRADING PLAN. -� IIL - WATER LINE P&P WI - BS STANDARD WATER: DETAILS G5 - PARTIAL GRADING PLAN -� 3 WL - CATER LINE PAP - g W2 D S STANDARD WATER: DETAILS �- G - PARTIAL GRADING FLAN -6 WLO WATER :LINE P&P - IO D- M, BS STANDARD DRAINAGE DETAIL SS -- SANITARY SEWER — I SDI STORM DRAIN P&P - I SW -- BCS STANDARD SIDEWALK DETAILS: SS2 - SANITARY SEER - SD2 STORM DRA N2, P& F - ES - EMBEDMENT & TRENCH SAFETY SD3 STORMr DRAIN P&P -3 SL STREET LAYOUT SITE PLAN BUILDING #s FIRE DESIGN Constr. Type _i�- 61d. Size SF No. Stories 1 Sprinkled (Y/N) `� Y No. FHs (Locations)90 J0 44 ov o Nei Required Flow klj�Doggm Im ELEVATION CERTIFICATE [] REQUIRED ❑ +1 , ❑ +2' ❑ +3' ❑ +4' VOT REQUIREb C 0 1V1 P L I r,-.;E C0 Q COLIEGE STATti N 0EVE �-0P1ViENT �ifi ES PLA FILED; It 1 '0 PROJECT BENCHMARK: 1. It shall be the responsibility of the Contractor to voftr "the exact location of ALL existing underground uW,,U, s Furthermore, the Contractor shall contact all utility grey representatives a minimum of 48 hours in advonM, of any excavation.. a. Contact Dig Tess 0 1-800-344-8377 b. Contact Dan Augsburger 0 Su%ldonlink 595-2429 C. Contact Richard Wallace ® Venzon 821-4752 d. Contact Sam Weida ® CSU (ELeCtfical) 764-6255 e. Contact Butch Willis 0 CSU (Water/Wastewater) 764-31 f.. Contact Luis Cisneros 0 Atmos Gas ((;os) 229-4627' g. Comet* David Hering 0 BTU 204-�,W2' 2. All construction shall be in accordance with the current City cff�ge Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, �f %wer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the SWIF of the City Engineer of PIS. All construction shall be coordinated with the City of C.S. City' Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shad obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should; [nota pm#upit information and on engin. wl seal yl[lere applicable. The contractor shoU, 4e f[nancially respo"Ote for' thin engineers time spent reviewing 0, Nes and redesigning based on contractors regt,eete., 4. Trench Safety Requirements shall be, to accordance with O.S.H.A. Standard ].Z$ OM_ feort 1926 Sub'o�od is and oil federal, state and local regulations, 5. TRENCHING AND BACKF1LLING: All trenching and backfilting shall oW040i m' to the specifications set out 'hsreitt, Testing shall be provided by a certified laboratory, at the Ownees *Ap"s* to verify these standards, Jim Meeting due to substan4ord work shall be at the experise of the: Contractor. Structural areas shall inolutts rots a[dewake and shall extend $' beyond the curb lines of all stye,-rAledts and parking areas. 6� It is the responsibility of the contractor to comply with all State and' Federal Regulations regardkV w,$ruction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed worst and procedures with the City of C.S. Electrical Division. 7. Attmaterials & tabor not identified as "a Seporate l3itl item shad be considered subsidiary to #tie lteirn in which it is used. All materials and equipment shall be both furnished and installed unless otherwi llllteo, 0. T Cprttroctcx must provide construction staking from the information provide on these plans TF. Al $00 exposed by construction shall receive cellulose fibermuich seeding. 10 Trenches may, be left operl overnight if properly barricaded. 1: Adjuetment of Wr1ttwr Meters, Valves. ( 0ohotes, Mrigatian Systems, an4 any other Publirs ar 13rfcrrxie thy, etc. are riot warote pay sterns. 1'ho Price of the adjustment shot[ be subs[d rtryto the construction of "Sewer Line, Force Main, etc'. The contractor shall coordinate +frith Su4dlrflipllr Comm 'cati+an's, Cal} ATMOS, and Wiizon to adluwt the ,Motion of existing facilities, if neceesary 11. The contractor is responsible ftx traffic Control ifs accordance wild; TMUTCD. This is not a 8epor pay iterN 1°4, Temporary: spoil areas will be identified on, site by Ovaner. 15: All roof and ground -mounted r»ec9ianical equipment shall be titfxY'rletTett from view or isolated # ,brat to, 00 visible from any public right-of-way or, residential district Within. 1%. ' of the subject lot, measured from 17 point five feet above grade. Such per _niriq shall be coardinated with the blsUding architecture and scale to mglta n Wi unified appearance.. i6. Exterior Building artd site lighting will meet the standards of Section 7.11 of the lkUfied Development ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. iNtturBS will be mounted in such a monner that the projected tines of f+ght does not cross any property line. 17, Contractor shall provide parking tot Stelpirpg in accordarim with the hlyao# shown on those pia. 18. All storm sewer being constructed with this site pion is private 1,94 All dimensions are to the book of curb utf "s otherwPi)w noted. 24. Contractor shall coordinate with CSU for toc:otlori of colt new power poles; to be errs ; 2 f, Contractor is responsible for Cost do instollatiorr of aft electricai conduit for Cs[.I service area. 22. Contractor' shall be xawareof possible burred concrete rubble and debris on site. If any is found during utility construction, contractor shod oxer-excav** the area to remove debris prior to utility construction at the, direction of the "efeer. 23. Detention area and pertinent grading associated with 'the detention aireo shall bo completed prior to beginning impervious site work construction. 4. All gates shall be equiped with knox boxes, per Fire Mormhol requiripmerits:. 25. All building foundations sholl have brick or stone eck3o which tense the brick or stone down to 'the ground level, thereby neggting the neod to screen elsed foundations. 00 l SITE PLAN NATIS 1. Name of Project: The Retreat' at College; Station 2. Legal Description: Let 1A Block f The Retreat At College Station Subdivision Address of property; 2045 Jones -Butler Rd. 3. owner Landmd*, Collegiate Acquisitions, LLC 455 Epps Bridge Pkwy. Building 100, Suite 201 Athens, GA 30606 (706) 543-1910 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder FWY. S. College Station, Texas 77845 (979) 260-6963 5. Architect: Williams & Associates 2470 Doniells Bridge Rd Bldg. 100, Suite 161 Athens, GA 30606 (706) 310-0400 6. Zoning: PDD 7. Existing Use: Vacant Proposed Use: Multi -Family 8. Setbacks: Per City of College Station Ordinances 9. Site Area: 36.83 acres 10. Water Demands: See table on SP6. 11. Sanitary Demands: See table on SP6:. 12. A TIA has been prepared for this site 13. Water Meter Sizes: See, table on SP6; A PORTIt3N OF THIS PROPERi`r DOES LIE WITHIN A f Tlr'ta FLOOD PLAIN AREA (ZOO A" -NO BASE FLOOD ELEVATIONS DETERMINED) aSBCUFAK TO TK FJXM. MAPS, COMMUNW AAW NO. 4804*C0305 F. DATEO AFL XI 4. SITE DENSM Parking Required = 803 (2 bdrm uryjts park at DWEUJNG UNTS-192 DOWRY=192/30.e3 ACRE 1. ren, all other units park at `[/bdt ) -#t.211 W*M/ACRE Parting Provided = 813 Cincludinlg t8 HC spaces) Total HC Required per Table 208.2, Chapter 2 of the ArahiteGttwel Barriers Texas Accessibility: Standards (TAS) .= 18 HC Parking Provided = 18 18" x I r See Ordinance for additional information FT I RE LANE SIGN, (TYP) SLOPE MET i4jr, pKG. 5IGN-U4TE LOT1 , SYMEMS t STRIPES ONSWaRT BLUE BACKGROUND VAN 14a At01. SM • YAN SPACE OWY XY 121-TY Nye NON GCS rOR ajsTOM Sly FOIS -3" P467 64# Gy .STP ST MPE41ILL Uit wro, 14* UP. , DINT =NC-[ CONCRETE FOOTM 5/8"x W STEI<L BAR,-, T[M }'t9J5T HANDICAP SIGN i NTA Tl ON QETAIL.,.. HANDICAPPED PARKING` IDENTIFICATII:}N LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT B .UE BACKGROUND) 24" DIAi"4E so d e1 HANDICAP SIGN - SEE DET.- LANDING WWALK ,AREA 4" WIDE, DMONAL 4TiP1iG0 24,* O.C. (M4 e+'ConbucWr may elect to stabilize limestone base prior to order to provide fire department access. SEd6lillmtion met chip seat- 1 course surface treatment, or add options 1 approval Std. Spill Curb i --------------------------------- F`I E WVW ED FOR COPLIANCG ls�p,is AUG 3 1 2015 COLLEGE STATION ct�tr+_erA¢cl�e't�t�+ I-t V't IN LJ --- - - Property Boundary Setback Lime w.. Easement - f" - Fire Lane •-ft Water "Line Sanitary Sewer L'in Electrical Serv-fo* Contours f7a CAN a as am m6Na Typical Cross* Location Roof Overhang Right of Way (R.O.W.) FD Q.r Inlet yc4 LJ, uZanout I Ftre HyArent. sstroot Light i our° Meter Transformers PROJECT BENCHMARK: E HAN D HOLE 18" ABOVE GRADE 5' EMBEDDED DEPTH FINISHED GRADE SIDEWALK WIDTH - SEE SITE PLAN (4' MIN. FROM BACK OF CURB) SIDEWALK (TYP) MASTIC COATING TO 6" ABOVE CURB GROUNDLINE SELECT BACKFILL* COMPACT OR ' UNDISTURBED SOIL GROMMETTED WIRE INLET HOLE EMBEDDED (DIRECT BURIAL) /\ 1T�k%tvtt'v 6" COMPACTED AGGREGATE BASE / L 4 SERVICE" S.S. —II / WOOD PRIVACY FENCE - — SEE LANDSCAPE PLANS FOR DETAILS IJ NOTES: / I I I g O ES11C / I 1. INSTALLATION TO OCCUR PER MANUFACTURER'S RECOMMENDATIONS. / 89 SERVICE 2. SELECT BACKFILL: 2.1. GOOD SOILS MAY BE USED FOR BACKFILL IF THEY ARE DEEMED APPROPRIATE BY THE GEOTECHNICAL ENGINEER. I 2.2. SOILS DETERMINED TO NOT BE ACCEPTABLE BACKFILL MAY NOT BE USED. INSTEAD CONCRETE BACKFILL MEETING APPLICABLE ` / \ I I SERVICE STANDARDS MUST BE USED. / / \ CLEAN OUT I CLEAN I (TYP) I I WIRE I_ INLET HOLE 18" _— BELOW =1 GRADE — I- -III DIRECT BURIAL LIGHT POLE DETAIL 1 1 1 LOT 1 I HOAPS ARTMEN S I (2948/89) I 1 ZONED: R-4 MULTIFAMILY I I \ 4• S.S. OUT I I / \ SERVICE DOMESTIC WATER - \ \ (TYP) SERVICE (TYP) I rn WATER r v A.D.A. 4" i9 METER q SIGNS RAMP S n ' O - MP) S CSU SFORMER 2" \ \ \ \ I TRANS WATERLINE 10 ((y _ 6. CLEAN i 1 R� 1 ft 9 / \ \ DOMESTIC WATER OUT WATER CLEAN OUT ) kmk / \ SERVICE (TYP) / METER�_ r _ \ (TYP) 1.5" WATE6" SANTTARY RLINE - - \ \ 4" S.S. \ \ / \ 8" SANITARY d'/ SEWER SERVICE ��++��-w �. \ \ \ \ SEWER \ / /\ FIRE LATE �P)� / STRIPE 30' 10 R19.5 \ � PUE CLEAN 18.5 \\ '� R2.5' OUT \ STD. FIRE 9- - HYDRANT �C SITE LIGH'ING \ / (TYP ) / / / g / �CURB R INLET RECESSED / DOMESTIC WATER / / 8"- / \ SERVICE (TYP) / � / WATERLINE / \ CLEAN \ / WATER CSU SITE / / TRANSFORMER / /' t, 18" RCP DGHTING OUT \ / ETE) \ / 40 STORM DRAIN (TYP) € �� 0 "�ftt� NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS. 8. SUPPORT COLUMNS FOR COVERED PARKING SPACES SHALL NOT BE LOCATED WITHIN A PARKING SPACE OR EASEMENT. COLUMNS SHALL BE PLACED ALONG PARKING STRIPE AS TO NOT OBSTRUCT VEHICLE DOORS OR FUNCTIONALITY. 9. RETAINING WALLS 24" AND GREATER IN HEIGHT WILL NEED BUILDING PERMITS. 10. TESTING DOCUMENTATION FOR CONFIRMATION OF REQUIREMENTS FOR COMPACTION OF FILL OR ENGINEERED SLAB WILL BE REQUIRED FOR AFFECTED BUILDINGS THAT HAVE GREATER THAN 2' OF FILL. 11. ALL SITE LIGHTING SHALL BE POWERED FROM THE BUILDING UNIT CLOSEST TO THE LIGHT. CONDUIT WILL RUN FROM THE BUILDING METER BACK TO THE LIGHT. THERE WILL NOT BE CONDUIT RUN FROM LIGHT TO LIGHT. LEGEND — e-wL— WATERLINE - 2—ML WATER SERVICE LINE -- — PROPERTY LINE ® WATER METER Q� FIRE HYDRANT --- s-ss --- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT STORM DRAIN CURB INLET JUNCTION BOX/GRATE INLET —PVC EC— UNDERGROUND ELECTRICAL CONDUIT 2-GAS— GAS SERVICE LINE CS TRANSFORMER SUDDENLINK COMMUNICATION = CONDUIT w DOMESTIC WATER SERVICE LINE PRIVATE UNDERGROUND —PVC TELECOM— COMMUNICATION CONDUIT 0 COMMUNICATION PULL BOX CURB SIDEWALK — FENCE m, FIRE LANE -- — RIGHT OF WAY """"""'•'•"" BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT 12- - EXISTING SEWER LINE a-'- - - ` EXISTING WATERLINE ____________ EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK IMEMEN■N PAGE MATCH LINE PARKING COUNT BUILDING NUMBER F.---1 BUILDING ADDRESS D--D--o--D WOODEN FENCE g,lii11111tt# � � � � � � � � � � � �. •,. � �i� {Iiltr r err; �' � �Mr1i 4�i �Mdr�� .rr � fir. r r err � � �� .. T � .� � � � \-SIMTEK FENCING — SEE I LANDSCAPE PLANS FOR METAL FENCING SEE DETAILS LANDSCAPE PLANSS FOR I I I DETAILS i I ' 1 I I-- - - - - - - - - - - - - - - - - - - - - - 1 I V I I I I I �° I I {S; Iff It- ..1{{€ RETAINING \� I ) `r"ffff{rr{{{„z WALL DELINEATED WATERS II I , i0ltiil444{{{{{{{{{ OF THE U.S. 15" RCP I STORM DRAIN I I I (TYP) 'D mur�"� ",STD. 5' RECESSED STORM DRAIN /,, '�!"(��iEllfifliEiFa�'€?°' E-11"4{{iiilli= Ld CURB INLET SERVICE 9{{{{111{!{{{{{%IBE4 �� ■ (TY / \ \ ) WATER \\ / 26' METER01 .,f• -2-1 tt m .e DOMESTIC WATER ` \\\ // 20' // 'S' SERVICE (TYP) \ \ / PUE /� / SITE 8" SANITARY •� / / ' SEWER LIGHTING R2.5''� CLEAN OUT R19.5' L_ _ / DEED LINE / � RAJ L ROAD R.O.W. % 2-2" ELEC. (87/220) / El"/ / / CONDUIT " SANITARY SEWER/ 4b 18.5' //��/ �a4i:►ift{1#t{�'•,. / \\ 20'R2.5' REMAINDER OF 1 / \ CALLED 30.6 Ac. / WATER \ \\\ 9 ` „ (123/456) / METER \ 1 / \ ` 4" S.S. ®\\ / \ SERVICE ° \\ / f >r / \� it\ 3 v (TYP) / 6 e \ / ¢DOMESTIC WATER R2.5' SERVICE (TYP) M -2 HEAVY I \ CLEAN ! / 15" RCP \ INDUSTRIAL 1 \ OUTSERVICE / \ R2.5,1� ' `\ /� STORM DRAIN \ STD. 5' RECESSED ) A WATER O ` /� CURB INLET DOMESTIC WATER \ METER � gT➢. F E / SERVICE (TYP) () 1 `/ f� '/ HYDRANT 8 5 / CSU I / / 4" S.S. TRANSFORMER/ O �/ </ � � SE CE , 4 / \/ / ` ** \ \ \ DOMESTIC WATER / \ \ / 68LF of 36" RCP \ \ ` R2.5 / \ SERVICE (TYP) / 9 \ / • WITH 2-36" S.E.Ts � ` � \\ / CLEAN OUT / F•. WATER / \ CLEAN / OUT % \ METER / / // o FIRE LANE /,•��STRIPE (TIP) Sao / O SERVICE ' / / / ♦ WATERLINE (TYP) \ / / TRAFFIC RATED \ / CLEAN our \, CSU \ DOMESTIC WATER / y TRANSFORMER \ \ /PUE/ \ �2.5 a, S i' \ WATER 1.5" WATERLINCE E P� I I I I I I mmmmmmm --RETAINING WALL SITE / �r UGHTING (TYP) 8 WATERLINE-\ /\ / 'I R2.5' d R2.5' i I PUE-- IUOE-- I r ` � g\ 8" SANITARY- - \7) 7 / \ SER 8" SANITARY SEWER \ \S z' Calculated Existing 100 Year Water Surface � I I I I I DELINEATED WATERS OF THE U.S. 4 CLEAN OUT I �� EXIS 4" S.S. 83 DELINEATED WATERS -� �E SERVICE ® � �� (TYP) i OF THE U.S. 'sE" DOMESTIC WATER I f 1 SERVICE (TYP) CLEAN OUT \ •�� ` � ` � � r 4" S.S. 11 SERVICE -t-%� 22 \\ '�., SHEET SP-1 ; qdwr-IM-1pmmmmmmm*mmI•mON mmIm = v / , SHEET SP-4 A- CSU 4" S.S. NSFORMER \ SERVICE CLEAN OUT j ) \ DOMESTIC WATER SERVICE (TYP) • \ . WATER METER T1 1WATERLINE CSC 8 MITCHELL w► 1 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS - SUBDIVISIONS www.mitchellandmorgan.com irm OF .•TF� p — /12/1 �P�� .*...............................`..... ERONICA J.B. MORGA ................... I................... 7768s °F G/ STEM..\��, • 1 SS/ONAL E�' �Ttf'U} IVA j i o1 ��;m O..Y> m DO(n F- (U T-o CD Q+ m U to Q c N vU c 4 T0 Q ftfm Y N f 0 O LL �a«� Q o •= O Of < v V) '7 I M mmOCa9 - O O Lo L rn a� m m ao m p W C L Lo v (D Y (7 7 Q o�m a J W C 0 O Cr) (Lj-j V O v / I I Q W It VIEWED LF LpZE "MPLIAN SEPCIc01 )LLEGE STA T IG -OPMENT SERVICE iL I PROJECT BENCHMARK: SEE I� FOR I I I I I I ------t-----I--- — — —————— — — — — — — I I I I I I I ( I I I I I I I I I I I I I� e ................... III (A I _ I W W I I I , ` \ I I I I I I i ' I I I I/ � ; I / \ r / I I EXISTING MANHOLE r_ T .'I r1 I I I II II I I a „1•= i I I I I� I I I II V I /�DELINE I I I V I I _ II I is —is-+a l;llllll I r \ r I `\ II MANHOLE — WATERS ; THE U.S. '; Calculated Proposed 100 Year Water Surface Calculated Existing 100 Year Water Surface / / 2a PUE / / / / / /. / SHEET mmmmmmmmmmmmmm SHEET NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS. 8. SUPPORT COLUMNS FOR COVERED PARKING SPACES SHALL NOT BE LOCATED WITHIN A PARKING SPACE OR EASEMENT. COLUMNS SHALL BE PLACED ALONG PARKING STRIPE AS TO NOT OBSTRUCT VEHICLE DOORS OR FUNCTIONALITY. 9. RETAINING WALLS 24" AND GREATER IN HEIGHT WILL NEED BUILDING PERMITS. 10. TESTING DOCUMENTATION FOR CONFIRMATION OF REQUIREMENTS FOR COMPACTION OF FILL OR ENGINEERED SLAB WILL BE REQUIRED FOR AFFECTED BUILDINGS THAT HAVE GREATER THAN 2' OF FILL. m LtUtNU — e-W— WATERLINE 2-WL WATER SERVICE LINE -- — PROPERTY LINE ® WATER METER FIRE HYDRANT --- 6-SS --- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT _ _ _55-=�P= = STORM DRAIN CURB INLET JUNCTION BOX/GRATE INLET — Pvc Ec UNDERGROUND ELECTRICAL CONDUIT z— GAS SERVICE LINE r' CS TRANSFORMER SUDDENLINK COMMUNICATION CONDUIT w DOMESTIC WATER SERVICE LINE —PVC TELECOM— PRIVATE UNDERGROUND nnAAAAIINIrATInN romnIIIT / uV V11VI U I Ik MI IUN t-ULL DVA CURB SIDEWALK — FENCE FIRE LANE --- RIGHT OF WAY """""""""" BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT EXISTING SEWER LINE EXISTING WATERLINE ----------- EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK INNEEM■N PAGE MATCH LINE PARKING COUNT xx BUILDING NUMBER 5--_71 BUILDING ADDRESS o fl ❑ wnnnrKi Frwrr EXISTING MANHOLE \ i �� -----------1-- I 00, 30" RCP STORM DRA DOMESTIC WATER a�` \ SERVICE (TYP) 15 CLEAN OUT ^ 4" S b® \ SERV (TYF WATER @, METER DOMESTIC WATER (NP) SERVICE (TYP) / \ #X mmmmmmmmmmmm \ 100 001, \ o �� \ � WATER � C�� LEGEND e-w�- WATERLINE - 4••IIL WATER SERVICE LINE ---- PROPERTY LINE ® WATER METER FIRE HYDRANT -- 6-SS --- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT +_b-� STORM DRAIN CURB INLET C JUNCTION BOX/GRATE INLET PVC EC_ UNDERGROUND ELECTRICAL CONDUIT 2-"S- GAS SERVICE LINE 11 CS TRANSFORMER SUDDENLINK COMMUNICATION CONDUIT w DOMESTIC WATER SERVICE LINE PRIVATE UNDERGROUND -PVC TELECOM- COMMUNICATION CONDUIT C3 COMMUNICATION PULL BOX CURB SIDEWALK -- FENCE FIRE LANE --- RIGHT OF WAY ""'"" ........ BUILDING SETBACK _ PROPOSED PUBLIC UTILITY/ACCESS EASEMENT EXISTING SEWER LINE 8., EXISTING WATERLINE EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ■■■■■■■■ PAGE MATCH LINE PARKING COUNT xx BUILDING NUMBER F__7 BUILDING ADDRESS a D u WOODEN FENCE Varies (0'-14.5' DECELERATION LANE Varies 0-11' 4' EXIST 6"HMAC SHOULDER STANDARD 2' (TYPE 0) RIBBON CURB 0. 5' 8"-CRUSHED LIMESTONE BASE (95% MODIFIED ASTM D-1557) E- 3% Mill Off 1.5" Asphalt to Remove Grooves and add Proposed of 1.5" HMAC. �P SHOP Provide 1.5" FULL DEPTH Overlay, To FX/Sr/N �i\S SAW -CUT Fill Grooves G S4 8"-COMPACTED STABILIZED SUBGRADE (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM) SECTION A -A TYPE D HMAC OPTION N.T.S. NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM; BACK OF CURB WHEN ADJACENT TO PARKING STALLS. 8. SUPPORT COLUMNS FOR COVERED PARKING SPACES SHALL NOT BE LOCATED WITHIN A PARKING SPACE OR EASEMENT. COLUMNS SHALL BE PLACED ALONG PARKING STRIPE AS TO NOT OBSTRUCT VEHICLE DOORS OR FUNCTIONALITY. 9. RETAINING WALLS 24" AND GREATER IN HEIGHT WILL NEED BUILDING PERMITS. 10. TESTING DOCUMENTATION FOR CONFIRMATION OF REQUIREMENTS FOR COMPACTION OF FILL OR ENGINEERED SLAB WILL BE REQUIRED FOR AFFECTED BUILDINGS THAT HAVE GREATER THAN Z' OF FILL, IEXISTING MANHOLE EXISTING MANHOLE-� -EXISTING MANHOLE. pE MS 6-S 6-% 6-34 6-5M 6-SM 6-SM 6- ce °E DE -OE- T a SIMTEK FENCING -SEE ss 6-ss 6-ss.. .. - 6-ss .. .. 6-536-ss PROPERTY �GE` LANDSCAPE PLANS FOR _ 6 4r BOUNDARY WELLBORN SANITARY DETAILS---� - - \ WATER EASMENT / SEWER STD. FIRE SITE UGHTNG 1 SANITARY OYERHEAO - HYDRANT SEWER ELECTRIC LINES _ - GUY WIRE _- - - - - - - - - - - - - - - - - - - - ------------------ - - - - --- - - - - - - - -- _.-------------- -- -- -- - - - - - -- ---------------- --._.... --_....... GUY -WIRE j .-C,4-wa .Qlrw,". fiN"".41R,.Chi..•O,i",..6N"""01L•"^-.0'i.". G4-C"_GAL- W-C.f.."7i-^Q•i.•."f.M,T.OK.,..""..6Y1""+.B�F+�•Q4r"•9�i-.-.flF Gi-01i..0�f•-f.�F GK-�fA�f�i•"".6ii.'SK-GrS:..-CK-G�QK..-�6' �'r Wi-Gi-P& 4w Q%_a/6--W-7A4-.4,W.-Q.6_ i:n.1Vnr..Of/+". GK- GL-C/S-GS-GL- 1.G.S-GM "•. CM-`4f-6'B-L4 \ ,��\ i,n ' \\\\ --I --- -- ---(--•. - -)+ -iI ... rII _ -J _-----------` -�II ----i--I S I II ' I II I I - I I I� II 1I " __1- I) lI 3G94--s.-GAS-4- - C'sII - -�------------------- --- - - - ___- ldr--66L--/fJ/-F-/- - ._-__._.-�-- WW-H-OLE-41 I� COVERED WMETER I L - - --- PARKING ( I DOMESTIC- WATER 2 SERVICE PCT� ssCOMAOR r�Jj j I 4" - \ SERVI (YPCE -- CLEAN OUT TRAFFIC RATED � I/ • I CLEAN OUT TC WATER DOMES„F WA LINESERVICE (TYP) CSU \ CLEAN CLEAN WATER / METER (CLFAI OUT \ WATER METER PROJECT BENCHMARK: ,a-ss 16-MM WATER ^ TRANSFORMER � \ \ c� ( OUT OUT I I I I I DOMESTIC WATER / // / METER / / > 8" SANITARY CSU SERVICE (TYP)SITE LIGHTING • \ H.C. SEWER WATER 4" S.S. WATER - - - J TRANSFORMER WATER WATERLINE r a I ' \ • ? \ '' "' METER SERVICE 11 STD. FIRE METER CLEAN OUT SITE _ METER - L \ (TYR) / ,7 • SIGNS CLEAN OUT WATER {) (Typ) �` �I HYDRANT I (TYP) " CLEAN TYp CLEAN I I L ADA METER I L - - - LIGHTING I OUT ( ) 1 - - - - - - - EXISTING ' � I a `- S.D. - - - (TYP) OUT Ii2.5' ( /I SANITARY SEWER 4' S.S. e RAP (TYR) I I - T 20' PUEJ SERVICE �,:� I" '� DOMESTIC WATER INLET CLEAN DOMESTIC WATER 4" S.S. CLEAN OUT / 2 WATERUNE 4' S.S. I SERVICE TYP (TYR) t I r L11.. I (i,' ...0 6' SIDEWALK i �..-„ .1 I / I t I �.., OUT �-_r._. (TYP. b SERVICE (TYP) SERVICE -_ - - + ._••.,-•. -_ - ( SERVICE - WATER- - - - - / / / \\ •> - - - - . DOMEST C WATER - DOMEST C WATER rr I - __. I {TYp) I` ' l 18.5' CSU SERVICE (TYP) i 4" S.S. I SERVICE (TYP) - y ' 4' S.S. 4' S.S. I METER DOMESTIC WATER i . I l 1 I I I ' CSU SERVICE I I I (1Yfj) - I SERVICE ( SERVICE I TRAFFIC RATE - - - - (TYR) _ (TYR) CAP) / SERVICE (TYR) I I 1.5" - TRANSFORMER I I TRANS. (TYR) I 18.� 16 (TYR) (ttP) I CLEAN OUT / 4" S. S.S. WATERLINE �,I 11.5 II 2" I 2- 1 4- S E ,. \� I JI 9 1 ` \ 1 5 I I R8, I\. :laxwr ! SERVICE RIZ.5 ... 1 I II ' ei 1.5" WATER � WATERLINE I i WATERLINE I (TYR) I WATERLINE 41 / f WATERLINE I _ R '. 1 I 1 I I ---' `-R19.5' -- I ( -., I' el sM _:..6 6-5M 6-ss 6-ss _ -5S 6-� WATERLINE - / / ` WATER \ 4" S.S. \ \ I - - - - - - - - - -.r: R2.Sr - - - - 8" SANITARY � - . � - ........ CLEAN S l 21" STORM R?.5' - 6"^� - - - \ // METER SERVICE TRAFFIC RATED 6" SANITARY \ "` MANHOLE 8• SANITARY% METER OUT (TYR) CLEAN OUT SEWER \ \ SEWER DRAIN �' WATERLINE SEWER 1 MANHOLE 4' SANITARY I - DOMESTIC WATER / '�" �- 25' PUE ` SEWER R ' \ > - SERVICE (TYR) 8" +�-F ��` FIRE LANE 4" S.S. 4" S.S. 4' S.S. 26' 2-2" ELEC. C `• CSU GRATE \ \ STRIPE (TYP) ` 8" INLET / 30" RCP WATERLINE � ," \ \ WATERLINE SERVICE SERVICE SERVICE CONDUIT \ .TRANSFORMER / 13 / STORM DRAIN R2.5' WATERUNE \_ _ R2.5'_ _ _.. R2,5' I (TYP) (TYR) R2.5`..^ }FR2.5' (TYR) i WATERUNE R2.5' O (1 i c'Y \ / R19.5' - � \ 7 _._. " ___ I I 1• i F STD. 30` �\ --WATERLINE / STD. 30" { 24" RCP _- 9'..... - / / EXISTING MANHOLE / - - \ - 24" RCP I JUNCTION BOX STORM DRAIN I CSU WATERLINE - �,P 9 5,. /., \ DOMESTIC WATER 1 $ 1 - - - F - - - - 8 �' - JUNCTION BOX - -� � � -T -I, \ STORM DRAIN CSU � TRANSFORMER � � � "'L `•• s: SERVICE (TYP} / '�. 12 I TRANSFORMER - � L I� -;_ , _ I �'� \� / � � / TA WATERUNE r \ / 6.O {': } 1 11 ,, • 24" RCP / \ /WATERLINE\ STD 30" I \ I 1'S" I { TRANSFORMER i WATERUNE i WATERLINE 12 STORM DRAIN \ /!-•�'cMANHOLE 4" S.S. \J\\ // JUNCTION BOX WATERLINE I 6" SANITARY / WATER r / " SERVICE \\ \/ R2 ' _ _- --- - _ / ' _ .^ WATER DOMESTIC WATER `: WATER I .y I WATER I r�-y--ti__LUOMESTIC WATER WATER- SEWER - - METER \ 4" S.S. ( 6' SIDEWALK : .METER I:. SERVICE TYR METER \1 SHDDRANT METER M PR \ SERVICE (TYP) - (TYP) - (ttP) ( ) 42 8 (MP) r5+�•� 26 : WATER :SERVICE METER -METER +.. -. (TYR) TYP :'p / \SERVICE. `\ \ \ \ TYP ) 1 4" VI S. iA I WATER r qI DOMESTIC W - - - - - - - - - STD. 1 O' j \ (TyP) \ \ .5• DOMESTIC ( ) � I - - , I ;� DOMESTIC WATER RECESSED 2 SERVICE (TYR) a I DOMESTIC WATER ATER I SERVICE (TYP) CURB INLET �}L \ / 1 5" / \ \ WATERLINE t8:5 1 I SERVICE (TYP) S(�)E I I METER I SERVICE (TYR) I ,I I / R25 �,- WATERUNE / \ \ WATER CLEAN OUT / r Jr 'g9 / \ 1 1 CLEAN CLEAN I CLEAN j \ �. 1 i I ouT I COVERED f / �� METER RADAAMP CSU I COEU4TN I !E ur i OUT I I i i 1 OUT CLEAN 2 it PARKING 8. / j R2;5 j (TYP) V/ TRANSFORMER I I I I I I OUT WATERLINE -NJ j/ RUE I I A .i A I I 1 �/ R2..Y 43 / jR100' x MC10 I r y I I 2 7 I I 2 I I 1 jj j/ 4" S.S. 4" S.S. \ I �' 2 6 1 - - - - - - J / SERVICE / SERv1E H.C. - - - I I - 1 .5 I / \ (TYP) ` g DOMESTIC WATER / WOOD PRIVACY FENCE - SIGNS \ 18" RCP \ :, I I 1 5" SERVICE (TYR) / SEE LANDSCAPE PLANS (TYP) STORM DRAIN I FOR DETAILS /} CLEAN OUT /��WATERLINE - - - WATER 26' n RUNE \ \ \\ JUNCTION BOX METER \\ CLEAN OUT / / \ \ WATER / • \ \ 2" FCC \ I - - - Q�y� / \ \ // 13• C METER \ WATERLINE``\ \ y �j \ , / 8.5 P DOMESTIC WATER \ / 4" S.S. \ (TYR) \ 18" STORM e ll f -SERVICE \ DRAIN \ / 20' PUE / / F / A?* �/ � SERVICE (TYP) \ \, / / 1$' (TYP) DOMESTIC WATER \ GRATE 44 SERVICE (TYR) \ \ INLET 44 t/ \ \% r " 2' FDC / (TYP) EXISTING / FAN TUT TkG i (TYR) WATER (TVP) \ \. CLEAN / OUT STD. FIRE HYDRANT \ 8' �✓ WATERUNE,. . ►7 \ SERVICE ^6" SANITARY WATERLINE SEWER R2.5' 4 S� SERVICE (TYR CLEAN OUT \ ---WATERLINE \ / \ \ \ / / GAS LINE % SITE � 4" S.S. � / / 8- SOLO 1,5" SERVICE / f LIGHTING //\xWATERLINE ` (TYp) \� / J /p A \ WHfTE LINE ? R15' CLEAN OUT 6 /67` DOMESTIC WATER \ / / \ \ / WATERLINE / SERVICE (TYR) \ �� 1 DECELERATION /� FENCE WITH EASMEINTITO BE \'. \\ / `� / FDC /R2.5' r\'' 4" S.S. WOODEN �/ �{, , �E ABANDONED ; EXISTING \ / > WATER ♦ BRICK COLUMNS / '•6 b \ GAS LINE 38 \\ / STD. FIRE SERVICE METER / \ HYDRANT (TYR) (TYR)4 5 / TO BE CLEAN / 'T FOUND RELOCATED \ \ \ \ OUT / /� / 2" j / CONCRETE Q WATERLINE -JAI / R19.5%� / MONUMENT \ TRAFFIC RATED\ 444 DOMESTIC WATER 4" S.S. t CLEAN OUT SERVICE (TYP) SERVICE \ / '�\:,� \� / ♦♦♦-\ // /j"`6" SANITARY\�� / //,. PROPERTY WATER • / \ j SEWER \ \ \ \ / / d BOUNDARY \ \ METER 2" FENCE O \ \\ (TYP) ! \ Q WATERLINE / / ,R2 \\ �. / / �'� OVERHEAD R20' / / R2 \ / // // ELECTRIC LINES 4" S.S. J ' , \ \ /\� \ \ \ \ \ CLEAN SERVICE \3 / 2-2" ELEC. / \ / OUT (TYR) / / o / / CONDUIT \ _ / / - Q. \ \ / b; / / FIRE LANE \ 21 - t� �' CSU / STRIPE (TYR)\ - / CSU/ TRANSFORMER Cb \.TRANSFORMER \ aab.-....R2.5 // FENCE R2. 1.5" I _\\ SITE V `:. / / 2" / \ \/ \/\ WATERLINE WATER \ f /R25.5' \ `. . \ / 26' / \ s METER \ LIGHTING 16, 3 SITE f WATERLINE \ \ / \ \ // 7YP) ?', '•' (TYP) \ \ (TYR) 12•.. LIGHTING 2' FDC \ \ / CLEAN --WATERLINE DOMESTIC WATER V \ \ SERVICE (TYR) OUT 1 / �l \ DOMESTIC WATER \ J ♦ \ 4" S.S. r /18.5' SERVICE (TYR) SERVICE 'WATERLINE \ \ \ // (TYP) A j.... 46 \ \ ' (Iva, 4" S.S.Csu \ \ ` 1.5 / SERVICE \ TRANSFORMER R2.5' CLEAN WATER \ / WATERLINE O OUT / v �' V \ \ METER / 2' FDC \ JYP) \ R2.5' �. CLEAN OUT / WATERLINEv \ �\ �' AV / 2- / J \ \ r DOMESTIC WATER :WATERLINE.\ SERVICE (TYR) \ R29.5' 1 REMOVE / \ \ \ i/ SERVICE /� 4" S.S. �% {r SHOULDER WATER / 2" FDC \ \ \ FIRE LANE / \` / // (TYP) / CLEAN // \� WATERLINE \ !i CLEAN OUT (TYP) STRIPE (TYP) S(TMP)E / e WATEMETERR STRIPING / / METER (TYR) \ ROOF LINE TRASH COMPACTOR (COMPACTION DUMPSTER CONTROLS TO BE LOCKED. AND OPERABLE BY MAINTENANCE PERSONNEL ONLY.) / " $S R2.5' j °i CLEAN MC \ a WATERUNE jj// `O /\ OUT /// � yy00P PRIVACY FENCE - EXTERIOR FINISH MATERIALS i0 BE / CEMENTITIOUS SHAKES & CULTURED V CSU �. �' CSU / / SEE OR LANDSCAPEPLANSLANS / / \ TRANSFORMER TRANSFORMER / 4 S S R2.5' %�// STONE. INTERIOR FINISH TO BE PAINTED / SERVK E WATER DOMESTIC WATER / Match Existing CMU. WALL TO BE CAPPED WITH STONE I {-) METER \v v \ � � / - \ � \ SERVICE (TYR)) / TO MATCH CULTURED STONE. ," / v 2-2 ELEC �C 3 6 // '�/ (� //� 20 //� WATERLINE / P LINE '�-.`� ./ ACONDUIT / / / / �/ ' �i' / PUE / o V WATER Q / J / CSU WATER i l W �2 �METER 4ll // I /// .METER DOMESTIC WATER / / / 6" SANITARY.' TRANSFORMER / �► 2 .� \ (ttP) SERVICE (TYR) / / g �\ SEWER tr WATERLINE ` ` / / / `.> \ 4' RECYCLING CLEAN OUT . 1.5 SERVICE / a WATERLINE V ' RY ,�2,5• WATERLINE COVERED F� � '`.� (TYP) \ / � i "•l.ANDING AJdD WALKWAY $HALL B,� PARKING "/ CLEAN / ! SLOPED, TO ENSUIt PROPER -DRAT AGE. . A \ / �\ \ OUT L PE SHALL NOT' EXCEED 2% IN ANY . 4 < / R2.5`..,. 4" S.S. / / 1 / WATER., r \\ / aS 4 . ` •DIRE TION.A 5� SERVICE / \° / / iii y'Jw METER \ ° v 82� ,{TM�'� / 10 CLEAN OUT / /Z / (-TYR) v v v 7 SHEET SP- � a • a. AD,4 SIGMAN®E 2" SERVICE / / FIRE LANE / SHEET SPA'-6 STAIRS: . , a `\WATERLINE, 185• (TYp) �f�STRIPE (TYP) S g, \ SERVICE 49 / CHANGE DEPENDING ON v j' / / V TJ CONFIGURATION MAY \ / / LOCATION SERVICE v �TD. FIRE i j (TYP) "� /_:'" • e "-SERVICE (TYR)a',y�/ \ HYD A� NT ,-.,� ,: \\• \V /// ADA ACCESSIBLE 4" S.S. R2. RECEPTACLES \ � SER �: #y20' ` / RUE �\ (TYR) �I WATERLINE J k CLEAN_ 2" WATERLINES" R2.5• .�:_. .,/r•.. •: DOME! I m \ / �� \ �` R19.5' R2.5%/ WATERLINE \ DOMESTIC WATER OUT DECK ALL STRIPING ON ASPHALT PAVEMENT SHALL CONFORM TO TxDOT STANDARD SPECIFICATION 666, "REFLECTORIZED PAVEMENT MARKINGS." STRIPING SHALL BE TYPE It, PAINT. ALL RAISED PAVEMENT MARKERS ON ASPHALT PAVEMENT SHALL CONFORM TO TXDOT STANDARD SPECIFICATION 672, "RAISED PAVEMENT MARKINGS." RAISEDPA.VEMENT MARKERS SHALL BE TYPE fl-A-A. PAVEMENT MARKING FIELD LOCATIONS SHALL BE FULLY LAYED OUT AND BE APPRCVED BY THE ENGINEER OR ENGINEER'S REPRESENTATIVE PRIOR TO APP'LICATION. ALL SIGNS WITHIN THE TX_)OT RIGHT OF WAY AND ALL RAILROAD ADVANCED WARNING SIGNALS SHALL BE MOUNTED PER TXDOT SPECIFICATIONS. ALL SIGNS WITHIN COUNTY RIGHT OF WAY SHALL BE MOUNTED ON 3 LBS PER FOOT FLANGED CHANNEL "U"' POSTS SET 30" DEEP IN A 36" DEEP CONCRETE FILLED POST HOLE. THE SIGN BASE SHALL BE FLUSH WITH THE FINAL GRADE AND A "MINUTE M4N BREAKAWAY SYSTEM" INSTALLED 6" ABOVE GRADE. SEE TxDOT STANDARD DETAIL SHEETS PM(1-3 j-12 FOR ADDITIONAL STRIPING DETAILS NOT SHOWN ON THIS PLAN. STRIPING &SIGN/NG NOTES #4 BAR 0.5" CHAMFER (TYPICAL) r4- 24" RIBBON CURB DETAIL N TS GUARDRAILS AT DECK, LANDING AND STAIRS TO BE 42" HEIGHT, 2X2 PICKET ASSEMBLY WITH MAX 4" OPEN SPACE ACCESSIBLE 0 U TRASH RECEPTACLES REVIEWED FOR VOEi PLIAl C SEP G 12015 I COLLEGE STATI DEVELOPMENT SERVICES PLAT- FILED.- MITCHELL MORGAN T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING + HYDRAULICS HYDROLOGY + UTILITIES • STREETS SITE PLANS + SUBDIVISIONS www.mitchollandmorgan.com irm - /12/1 �.: ....................................... ERONICA J.B. MORGA ........................ I.............. o`•,.p 77689 SS1pNAL E' Ln m �J �M O Y� T-0 c�D a m J J ui c L r 3� 0 N . O 50- r� L L_ Q O, N O I v r � om00 Q O O Q (D Y 0,5 L otM o J C0 C 0 V) O y J C� V J -J o J J 3PQ3 PROJECT BENCHMARK: - s = -'" ry / . 4" S.S. \, �`�'� - �- - - > SERVICE \ C i 17 (TYP) ok % � \ = (/ os a' s.s..Z CLEAN t SERVICE /ss I I` (TYP) `% / / / 21• RCP I , 21" RCP N / / �•,: _�� / / STORM DRAIN_ / STORM DRAIN \� 8 / � WATER os, I I i t I I -' •. '� 11 s��EEr -� �np TRAN 7 / k sH�r fa-5/ / / 4 DOMESTIC WATER \ r I 1 � I �� i MANHOLE 3mm SERVICEOA (TYP) r �, � ,�'�� •• II � I, ii .DELINEATED WATERS II , I I II I OF THE U.S. I � � r 100 YR FLOOD Ir'1ilrrilA`11iITII1oIIta1 �� \\ \ / HAZARD AREA WATERLINE 30' RCP / 2' FDC I _ _ J- STORM DRAIN / , I I t-ti.. / / WATERLINE s i - \ _ �? � �►° �^ � t.�1� � yi = � ExlsnNc MANHOLE scale: I \ F 1 inch = 30 feet T , I P72j 73'HO \ / W'/ • / / I I I ' I DOMESTIC WATER FDC ; i SERVICE I I STD. 30' , CLUB HOUR /�, � / / \ \ , / / I SERVICE TYP 4• S.S.H.C. (TYP) JUNCTION BOX I SE I ( } / / / / I (TYP) MANHOLE / / 1 , SIGNS _ I a I / (TYP) A.D.A. DOMESTIC WATER I 30" RCP CLEAN I METER -- - _ RAMP " SERVICE (TYP) SERVICE STORM DRAIN OUT I �y �• /, 1 es . g (TYP) 1 CLEAN ' (TYP) 4• ss. Csu / 12 II WATERLINE i OUT CLEAN OUT CLEAN SERVICE TRANSFORMER 4' FDC / I 4• S.S. I OUT -) _ I I WATER WATERLINE ` \ / W W - �'_ _ b' SERVICE METER H.C. i / i � STD. 10' RECESSED '� - _ - I I j TRANSFORMER (NP) I (TYP) SIGNS / / / -- - 4" J CURB INLET _`�.yy, -•II- ._. - _ , f �R2.S' lh 5 I J r I - - 1 - - ..... I- - - - - J FDC ATERLINE _ _ W 1-,2-2- ELEC. ' yy } I 111(og II9',.-""'I H.C. 2' WATERCONDUIT 20' ��.�1 FIRE LANE CLEAN ; I I , ) DEWq� -SIGNS WATERERVICEPUE -STRIPE OUT I D.A (TYP)' _ "mom METER r.y K` • I Lf�� I I R t "�2' WATERLINE - - _i I 2.5' OAP �)) I ..a � '� R2. ' - 30• RCP � (TYP �° yy1 I 4, _ �` STORM DRAIN WATERLINE ��" ..� .( MANHOLE _ ' -' - $ ��- T° A D.A _ _ CLEAN CUT / 6' WATERLINE"T x4 4" SANITARY I B.5' RAMP STD. 10' '�*�•--�-1 1 C ° RE BESSED s t I �--•..�, � INLET 8' WATERLINE 6.5�_ -- _ - - _ 9 I� 4' 0 6' S.S. °-cs�Mrm3p wnm I 24' RCP ° STD. FIRE '' DOMESTIC WATER .z _ STORM DRAIN I„n,DT -}., a MANHOLE SERVICE • ��_ =��--�•- 9' I I SERVICE (TYP) WATERLINE i I I L l 19.5 R1 ..,�.. _ _ O 2-2' ELEC. -`~� ""`��••° s' SANITARY J`` _ °_ss�•_ , /' \ (�) / \ \ I , - _ - - CONDUfT SEWER k I e \ Z / / \ /� , � \ WATER 4 I I I I IJ ? 4" S.S. I I. - B• Y 21' RCP v \ / CLEAN , _ `x'°•"P`�-Ec WATERLINE 25' ~� STORM DRAIN / j WATER \ / / ® / / -- SERVICE I - z_x- N-� R2.5 / METER I•�. I METER 1 , I I � { SERVICE , F�.5' - - �cc'-- -_.. x,x..-°.c_� PUE 26.5 �„"" � MANHOLE � ` � ..•- 4• S.'. (TYP) I I I (TYP) ff�� I �- _ _ , x.,. _ '�"`„�+ R45.2 ' \\ / / PL) CLEAN CSU {/\/��/� _ s RVIC J � L _ _ R2.5 , _ _. _ a / TRANSFORMER / �/ \ / / (TYP; l . - - - _ _ _ J I I I, L '-- I WATER R 1�.5` _ / 4. \ `;� / OUT / / CLEAN OUT I i I i W t I { v _ _ METER - - - _ _ - R ^o SANITAItY�'\� 2- I 18.5' (TYP) --, --- - -_ R78.5 SEWER / WATERLINE 7 1 WATER WATERLINE -' �v \/ / 4 S.S. _ �x (\ 4' S.S. LL I SERVICE 18.5' SERV CE \ I R4.5' 1" WATERLINE I I I I --'-E - O -_-' "I (TYP) CLEAN, I _ S.C. FIRE �.� V •. I _ 2" WATERLINE OUT I I - _ _ _ HYDRANT a,w. A 9' / "- _ - - DOMESTIC WATER t \� \ ' 4 / '';,' / CLEAN (TYP) /� 4 SERVICE (TYP) _ WATER I I I I I DOMESTIC WATER I f - r J WATERLINE // / OUT I I I i ° �J , _ C_ � I \ i � METER 7 I I SERVICE (TYP) 9' O 7 ! , � \ / / WATER \� SERVICE / S (TYP) I I I 9' I O O .-- L__ I I 6J I INRLE7 I� �� PUE �� METER 4• SS / �� / a { 4' SANITARY DOMESTIC WATER I - \ a, / 18.5' (tYP) Z / / / 2- SEWER NE I I SEWER SERVICE -R19.5 STD- FlRE I I _ ° , _ (TYP) �� I R2.5' ` SERVICE SITEI O - _ _ _ I CLEAN u T .5 (Np) HYDRANT _ _ I LIGHTING I - J 7.5 I - I OUT I$ FIRE LANE (TYP) I I I WATER METER I r' STRIPE (TYP) v 1. II � � CLEAN CLEAN -+--i�"'_ss �--_ 1" (T�) WATERLINE OUT R2.5 WATERLINE " 1 - _ I 1.5" WATERLINES- DOMESTIC WATER L 1 WATERLINE - - I I _ _ _ _ R2.5' 1 W " / 4" S.S. / f"IF y�q _ I i I: - �� I SERVICE (TYP) , _ _ - - _ -I SERVICE / , ! ♦ / 1 SEWER 'PUE -# "�. i (- _ _ I R4.5' 18.5' 17.5' \ (�) C a• SANITARY 20 I ''---- I - I f � ''� R2.s �,' -r - e'*• I �^,�-..c'-`- I 6 I DOMESTIC WATER CLEAN OUT I I 18.5' < :` _ � \ / , CLEAN ° SITE -r- CLEAN :"�..r. WATERLINE - J 8. O I -I 9' f'i " SITE \ \ / OUT LIGHTING � OUT I Y �'1►•••a-R � B' CLEAN_ FIRE LANE SERVICE (TYP) , • - _ _ e �" WATERLINE OUT 4" S.S. I { 1 LIGHTING ` \ / / DOMESTIC WATER / "r►��, 2-2" ELEC. 1 SERVICE STRIPE (TYP) �._93 ,. I ` \ / ,° WATER SERVICE � I a I (TYP) v ..� � _ CLEAN � , , ,.,,,,�� a METER - I - _ . \/,4• , , METER '� r , I (TYP) f �� s�1 I WATER SERVS.SICE I METER , I T^twF R2.5' I TYP) > / / / WATER OUT �^4 �:, .o / \ / y• y a R2.5' WATER _ _ R4.5' I 6 4 I) x 9, ( v / / P (TYP) _ _ _ _ I METER I O I R9.5' 4' SANITARY (TY) WATER �Y I 4' � ' � 4' S.S. l-�� '� METER �'� R2.5' I P) I WATERLINE v SERVICE -I CLEAN I I w . (�-i - _ I - STD. FIRE i I OUT Y WATERLINE I I CLEAN (TYP) I ' - - DOMESTIC WATER - - L _ I I / ` \ j TYP \ / \LIGHTING I _ ^ 1 SERVICE (TYP) , I - - - _ J F - ( 5 C 0 _ 4• SANITARY -,�_ � SfTE WATERLINE. LAN � (TYP) HYDRANT / • _ CSU SEWER �„ 1 E LIGHTING V22 \ '`• / ' CLEAN OUT II t II II SERVICE-� i ��A �) ' - , CLEAN OUT I TRANSFORMER _ I rt' 2-2" ELEC. TYP) v CLEII R19.5' 1 ` (TYP) 1 • WATERLNE I CONDUIT \ ` R2.5' _. _ _ 1" WATERLINE I 13' r - _ _ _ _ DOMESTIC WATER ' - - - \ t\ - U O 9 21' I - - - - ---__ R2:5' = __9.5' _ R2.5' A "3r, R2.5' A I R19.5' SERVICE (TYP) 6 I I - \ \ \ I { I I I I I I f - � � .�. ,.._ °'� �� -1 Bs' a S.S. � - � g• _-�- _ _-- - - _ _ _ - - _ v v _- l SERVICE �� WATERLINE _ \ CLEAN I I I DOMESTIC WATER I - as aw ,_x 1 p ! G Z 1 5' __ SERVICE (TYP) L �) DOMESTIC WATER 7.5' _ i' c - _ _ \ \ i OUT _ SERVICE (TYP) CLEAN OUT - _ _ _ c r L - _ _ - -- 1 • I _ _ \ I FIRE LANE J / ;� WATERLINES - „_ R8 5: STRIPE / I I I I I I I I (� , TRANSFORMER ' . CSU - - _I - ' - _ - - - _ _ I WATERLINE aw SEWER WATER 2" WATERLINE R2.5 (TYP) 74 I I-- ` TRANSFORMER - WATFR a-r - ..;.., METER 25' y�) f ' I _ _ _ "` CLEAN OUT e R : T WATERLINE METER 4 O i j + METER METER I (TYP) PUE 1" WATER DOMESTIC WATER - (TYP) 4 DIA MANHOLE """ d B. (TYP) I I SERVICE (TYP) - - - - - _ - _ _ _ _ 2 5 (NP) WATERUN _ 2-Y ELEC. TRANSFORMER �,.` CONDUIT B. � I 1 DOMESTIC WATER � � � R I 5 i I LIGHTING (TYR) 1.5 WATERLINE WATERLINE S.S. !-- , J SERVICE (TYP) 4" SANITARY I I O ' ��------�� i I SERVICE 4 I I METAL FENCING - I I • 9''- -- SEWER I � ) • 18.5 I -�,_ P I I I „� „r - WATER 2-2' ELE - - J SEE LANDSCAPE I TYP) i (6 2) CLEAN PLANS FOR DETAILS I I I I jilI I " """` • 4 SANITARY CONDUR II I 4" SANITARY CLEAN /� �� 4" S.S. I 8• I - _ OUT _ � _J METER SEWER -4 " SERVICE WATERLINE I 4' S.S. - - Z L (TYP) METER 20'I SEWER I I (TYP) CLEAN OUT (1YP) I I - Z IP) WA PR V OUT 1.5' WATERLINE I 4' S.S. I (N) I I I CLEAN OUT �` "" METER J , 'SERVICE -� j- r ~ I CLFAN PUE � I I � NOTES: I I I ; -_____ , -, -_ = � �. � SERVICE -__ I DOMESTIC WATER I I DOMESTIC WATER , OUT CSU �y I I I METEWATER I I I SERVICE (TYP) (TYP) J I SERVICE (TYP) -__ TRANSFORMER 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS I R2.5' -�'_ _' ' , - I CSU , I DOME R2.5f - (TYP) 1 , I j I TRANSFORMER 4' S.S. CLEAN SER SPECIFIED OTHERWISE. - s' 1 I I SERVICE I I I - I J I DOMESTIC WATER OUT 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID r .F 2" WATERLINE I I I I 60 SERVICE (TYP) (TYP) 1• SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE SITE 9 I I 15.5 I 20' I I I I a• S.S. I - - WATERLINE, CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. , y \ UGHnNG I PUE I I 1 I i I SERVICE �,�,� SITE , �) STD. FIRE LIGHT NG LIGHTING 1 O I , I I j I (TYP) CLEAN OUT WATERS.SA -� 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, d d (nP) (nP) I _ 1Bs' I I I ' I I METER , I SERVICE 4" REFER TO GRADING PLANS. N M I HYDRANT METAL FENCING - I I - I (TYP) (TYP) SER 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED , I SEE LANDSCAPE I I ° r _ _ _ ' 58 I , I ' 57 E PLANS FOR DETAILS 5 OTHERWISE. // �z",- I �' R2.5' 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED W w BCS JONEs / L COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. BUTLER 37.26 L.P. �� , , / /') I e_ �- R4.5' I 1 I I I , 1.693 AC. / _9 I I ' �r BUS SHELTER - 5 I 6. SEE SHEET SP FOR ALL WATER METER SIZES. 12798/169 / -L SW TO TIE INTO WATERLINE -J _ - M I I - EXISTING SW� - 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT , I �"�1� • I 1 *�_ I EE LANDSCAPE STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO / - - - - - �° _ _ I i fi � � STD. FIRE PLANS FOR DETAILS PARKING STALLS. HYDRANT 8. SUPPORT COLUMNS FOR COVERED PARKING SPACES SHALL NOT BE LOCATED -� _ _ _ - - - /`� • . R29.5' R2s.5' WITHIN A PARKING SPACE OR EASEMENT. COLUMNS SHALL BE PLACED ALONG PARKING STRIPE AS TO NOT OBSTRUCT VEHICLE DOORS OR FUNCTIONALITY. 9. RETAINING WALLS 24" AND GREATER IN HEIGHT WILL NEED BUILDING PERMITS. , oc-- -,, _ _ _ �� , 10. TESTING DOCUMENTATION FOR CONFIRMATION OF REQUIREMENTS FOR �- ��.. 1 COMPACTION OF FILL OR ENGINEERED SLAB WILL BE REQUIRED FOR AFFECTED BUILDINGS THAT HAVE GREATER THAN 2' OF FILL. �` e_� ■ ��-'� "�-� , �oE�- ' ' - _�+e•w�� oc _ _ • _-]I-R -_ a-�R �` --oc � OPPOSfTE RIGHT 405.9 FT. -� ' _� LEGEND 8-w- WATERLINE WATER SERVICE LINE -- - PROPERTY LINE ® WATER METER 9� FIRE HYDRANT -- 6-SS -- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT STORM DRAIN CURB INLET C JUNCTION BOX/GRATE INLET PVC EC- UNDERGROUND ELECTRICAL CONDUIT 2-cAs- GAS SERVICE LINE 4T CS TRANSFORMER SUDDENLINK COMMUNICATION CONDUIT w DOMESTIC WATER SERVICE LINE PRIVATE UNDERGROUND PVC TELECOM- COMMUNICATION CONDUIT 0 COMMUNICATION PULL BOX CURB SIDEWALK --�� FENCE FIRE LANE -- - RIGHT OF WAY ....................BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT --1 " EXISTING SEWER LINE - EXISTING WATERLINE ----------- EXISTING PUBLIC UTILITY EASEMENT - EXISTING CURB EXISTING SIDEWALK IMENNE■N PAGE MATCH LINE PARKING COUNT xx BUILDING NUMBER BUILDING ADDRESS D--D---a-O WOODEN FENCE OPPOSITE LEFT 244.E Fi. U O I \ I __�+_ a-�- -° n.. E _ -BUTLER SER RD --•._ -° - - t FUTURE _ - - - - - - - - - - - - - - - ----- -- DRIVEWAY , _ - - _ _ � - -- - - _ - ---------- LOCATION ----- I ' WE� FOR SEP 0 1 2015 COLLL-GE STATION DEVELOPMENT SERVICES PLAT FILED: I� I1I MITCHELL Mimi-, MORGAN T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING + HYDRAULICS HYDROLOGY r UTILITIES • STREETS SITE PLANS " SUBDIVISIONS www.mitchellandmorgan.com Irm - /12/1 '... ERONICA J.B. MORGA 7768s `AJ � t j> O Y> (- m NK CO �U Cp,m� Q co o0 J J C O N;N,OO LL Q O T M m m O aU In 0 0 In C m La �L Q U o�m v J Cn 0 Q) I� ^" J \J O vJ Q J SP5 PROJECT BENCHMARK: METER �/ '77z_ / ■ \ R R- �1 � OUT � 1 r I our / ( FIRE LANE / WATERLII STRIPE (TYP) 2-2" El EC. 6i . CONDUfr WATERLINE i \\ 4" SANITARY SEWER WATER «r� METER WATER �►._ METER L �� ) _..�) (TYP - CSU y 1' TRANSFORMER �? ER 4' S.S. , CLEANJ I SERVICE OUT (TYP) WATERLINE, CL` r- EAN OUT WATER , I 4' S.S. METER I SERVICE 5 8 (TYP) -R DOMESTIC WATER SERVICE (TYP) / / COVERED / PARKING CLEAN our , \DOMESTIC WATER � IN ` SERVICE (TYP) / aT 20' �/� WATERLINE PUE�N, MWATER ETER 6" SANITARY Y \ SEWER 4' \ 1.5" / SERVICE / WATERLINE (Np) N` \ CLEAN \ OUT ;z WATER \ o \ i (TYP) SHEET SP- S.S. 4" S.S. , SERVICE i/ FIRE LANE / 1B.5 (TYP) srRIPE(TYP) / l /� \SET STD. FlRE / ' HYDRANT •U R2. ` S LIE~', / 6" M \ \ WATERLINE I, \ R19.5' R2.5% WATERLINE DOMESTI SERVIC \ \ '�WATERLINE 'S 26" SANITARY SEWER C \ \ R19.57 / " N, N. ' 4" S.� 21' RCP ' /1 STORM DRAIN SERVICE CLEAN / OUT /1R2. ta, S, / (TYP)/ / �IN / 2-2" ELEC. ' \ 5/,// CONDUIT STD. 10• • \ RECESSED �'S7�� CSU '/ R2.5' 28 CURB INLET 2.5 TRANSFORMER--� t K4' Fd SANITARY ' SEWER 16.5\/ 9. OUT Rz.5 \\ q OUT f 1 2 4 / 4' S.S. / SERVICE \1.5' (TYP) /kf SHEET SP-6 CLEAN OUT QER .P) / REMOVE EXISTING CULVERT/DRIVEWAY FlRE LANE WATERLINE j.. /-/STRIPE (TYP) ETER ETER DOMESTIC WATER SERVCE TYP M 1' , / \ / 4" S.S. 8.5PUE \ / / ♦ / v , �� 4" S.S. AAA � SERVICE 501 SERA E (TYP) \ / � CLEAN OUT 5 4" S.S. / / R2.5' ! 17-1 our CLEAN / / SERVICE 11\ \ \ (TYP) 1.5' WATERLINE_ WATER DOMESTIC WATER R2.5'/ \ (ETER SERVICE (TYP) TYP)3 / WATER ` -/ � /* \poi WOOD PRIVACY FENCE \ \ / ( FOR DEINLS LAN3 / ♦ / \ 6"� 18.5 / WATERLINE 4" \ ��\��.��a•. \ SERVICE S.S. 2' WATERLINE 9' CSU 1 5' WATERLINE \ (TYP) / TRANSFORMER/ R2.5 CLEAN OUT \ � / 9'� R2.5' � / DOMESTIC WATER \ SERVICE (TYP) v +� � CLEAN DUT 18.5' � FDIC CSU 4" S.S. SERVICE \ ♦ / \ / TRANSFORMER .�/ '� ' R2.5' CONDUIT \TYP) 2" WATERLINE WATERLI 1 5NE I 11 / CLEAN OUT / / / va v ♦ / / 2-2" ELEC. DOMESTIC WATER CONDUIT COLEA / UTN SAN TARY SERVICE (TYP) \ \ SEWER WATER (TYP) 4-', ,M� / 4- S.S. SERVICE \ / ♦ j d FIRE LANE ..� (TYP) / f STRIPE � (TYP) y SERS. VICE \ \ TY / 1.5' WATERLINE N' CLEAN g•/ / �� , ��, v OUT / ♦ / / / 2 4' 4" SANITARY /` \ SEWER �1 DOMESTIC WATER \ r ////��'�WATE \ e 5' ' / METER`/ SERVICE (TYP) / CLEAN OUT OYP,) 55 / R2.5' \\� 4" S.S. R19.5' / / Y �. \\ \ b \ \ SERVICE / v , R19.5' \ CLEAN OUT / \ /15' PUE\ O ELEC./ r 6• � CONDUIT T / e R2.5 R2.5: , WATERLINE / ` \ \� ♦ /U 2-2" R EC. CONDUIT STD. FIRE 9' HYDRANT � /U _ 18 5' O' .. / / I 1 inch�OI30 feet T 1.5 WATERLINE \ ♦ " r CLEAN ,"'-- --`'- OUT DOMESTIC WATER SERVICE (TYP) WATER \ CLEAN METER \ ♦ / our (TYP) \ / e S.S. SERVICE - - WATERLINE rJ• 7 - 56 � WOOD PRIVACY FENCE - SEE LANDSCAPE PLANS FOR DETAILSMETAL FENCING - I I SEE LANDSCAPE / PLANS FOR DETAILS 8' WATERLINE ♦ J E Ak / x-n 1 LEGEND - WATERLINE 2-ft WATER SERVICE LINE -- - PROPERTY LINE ® WATER METER FIRE HYDRANT -- 6-SS --- SANITARY SEWER SERVICE LINE El SEWER CLEAN OUT STORM DRAIN CURB INLET ❑Q JUNCTION BOX/GRATE INLET PVC Ec - UNDERGROUND ELECTRICAL CONDUIT 2-GAS- GAS SERVICE LINE ® CS TRANSFORMER IL SUDDENLINK COMMUNICATION CONDUIT w DOMESTIC WATER SERVICE LINE -PVC TELECOM- PRIVATE UNDERGROUND COMMUNICATION CONDUIT WATER DEMANDS SEWER DEMANDS Building Number Building type number Building Type Building Gross Area (SF) Building Height (FT) Bedroom Count Parking Required Average Water Demand (gpd) Average Water Demand (gpm) Peak Water Demand (gpm) Meters per Bldg Water Meter Size Water Line Size (in) per MEP Fire Flow (type V-B) Fire Flow (type V$) w/ rinkler sp reduction Fire Line Size (in) per MEP ("' w/dedicated fire line) Pipe Segment Sewer Service Line Size (in) per MEP Avg Sewer Demand (gpd) Pk Sewer Demand gpd) 1 Clubhouse 12,418 11 936 0.975 3.900 1 1 1 1/2 2 3,000 1,500 4* L15 4 936 1 3744 1A Bathouse 726 19 400 0.417 1.667 1 3/4 1 1,500 1,500 1 - 4 400 1600 2 9 Courtyard [4+5/ 5+4 BR] 7,310 1 19 18 18 1800 1.875 7.500 4 3/4 2 2,250 1,500 2 L17 4 1800 7200 3 9 Courtyard [4+5/ 5+4 BR] 7,310 19 18 18 1800 1.875 7.500 4 3/4 2 2,250 1,500 2 L17 4 1800 7200 4 9 Courtyard [4+5/ 5+4 BR] 7,310 19 18 18 1800 1.875 7.500 4 3/4 2 2,250 1,500 2 L17 4 1800 7200 5 16 Milledge[3+4+4+3 BR] 6,766 29 14 14 1400 1.458 5.833 4 3/4 1 2 2,250 1,500 2* L21 4 1400 5600 6 9 Courtyard [4+5/ 5+4 BR] 7,310 19 18 18 1800 1.875 7.500 4 3/4 2 2,250 1,500 2 L27 4 1800 7200 7 9 Courtyard [4+5/ 5+4 BR] 7,310 19 18 18 1800 1.875 7.500 4 3/4 2 2,250 1,500 2 L27 4 18W 7200 8 9 Courtyard [4+5/ 5+4 BR] 7,310 19 18 18 1800 1.875 7.500 4 3/4 2 2,250 1,500 2 L27 4 1800 7200 9 10 Rutherford 2,066 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L27 4 500 2000 10 8 Springmore 1,850 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L27 4 400 1600 11 Pump house 11 683 0.711 2.846 1 3/4 1 1,500 1,500 1 L27 4 683 2732 12 10 Rutherford 2,066 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L28 4 500 2000 13 5 Birchmore [2+3 BR] 2,627 19 5 6 500 0.521 2.083 1 3/4 1.5 1,500 1,500 1.5 L28 4 500 2000 14 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 1 3/4 1.5 1,750 1,500 1.5 L28 4 1000 4000 15 5 Birchmore [2+3 BR] 2,627 19 5 6 500 0.521 2.083 1 3/4 1.5 1,500 1,500 1.5 L28 4 500 2000 16 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 1 3/4 1.5 1,750 1,500 1.5 L28 4 1000 4000 17 1 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L28 4 500 2000 18 27 Talmadge [5+5BR] 4,214 29 10 10 1000 1.042 4.167 1 3/4 1.5 1,750 1,500 1.5 L28 4 1000 4000 19 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L28 4 600 2400 20 27 Talmadge [5+5BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L26 4 1 1000 4000 21 15 Stafford [4+4 BR] 4,068 29 8 8 800 0,833 3.333 2 3/4 1.5 1,750 1,500 1.5 L26 4 800 3200 22 16 Milledge[3+4+4+3 BR] 6,766 29 14 14 1400 1.458 5.833 4 3/4 2 2,250 1,500 2* L26 4 1400 5600 23 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L26 4 1000 4000 24 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L26 4 500 2000 25 5 Birchmore [2+3 BR] 2,627 19 5 6 500 0.521 2.083 2 3/4 1.5 1,500 1,500 1.5 L26 4 500 2000 26 15 Stafford [4+4BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L26 4 800 3200 27 7 Bloomfield 1,800 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L26 4 400 1600 28 10 Rutherford 2,066 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L26 4 500 2000 29 15 Stafford [4+4BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L26 4 800 3200 30 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L28 4 500 2000 31 17 Lu m p ki n [4+4+4+4 BR] 7,348 29 16 16 1600 1.667 6.667 4 3/4 2 2,250 1,500 2* L28 4 1 1600 6400 32 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L27 4 600 2400 33 17 Lumpkin [4+4+4+4 BR] 7,348 29 16 16 1600 1.667 6.667 4 3/4 2 2,250 11500 2* L27 4 1600 6400 34 15 Stafford [4+4 BR] 4,068 29 8 8 800 0.833 3.333 4 3/4 1.5 1,750 1,500 1.5 L27 4 800 3200 35 7 Bloomfield 1,800 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L27 4 400 1600 36 17 Lumpkin [4+4+4+4BR] 7,348 29 16 16 1600 1.667 6.667 4 3/4 2 2,250 1,500 2* L27 4 1600 6400 37 16 Milledge[3+4+4+3 BR] 6,766 29 14 14 1400 1.458 5.833 4 3/4 2 2,250 1,500 2* L22 4 1400 5600 38 16 Mi I ledge [3+4+4+3 BR] 6,766 29 14 14 1400 1.458 5.833 4 3/4 2 2,250 1,500 2* L22 4 1400 5600 39 10 Rutherford 2,066 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L24 4 500 2000 40 7 Bloomfield 1,800 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L24 4 40D 1600 41 11 Hawthorne 2,038 19 5 5 500 0.521 2.083 2 3/4 1.5 1,500 1 1,500 1.5 L24 4 500 2000 42 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L25 4 500 2000 43 5 Birchmore [2+3 BR] 2,627 19 5 6 500 0.521 2.083 2 3/4 1.5 1,500 1,500 1.5 L23 4 500 2000 44 15 Stafford [4+4BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L23 4 800 3200 45 26 Oakview [3+3 BR] 2,749 19 6 6 600 0.625 2.500 2 3/4 1.5 1,500 1,500 1.5 L23 4 600 2400 46 15 Stafford [4+4BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L22 4 800 3200 47 6 Fairview [3+3 BR] 2,639 19 6 6 600 0.625 2.500 2 314 1.5 1,500 1,500 1.5 L22 4 600 2400 48 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L22 4 600 2400 49 15 Stafford [4+4BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L22 4 800 3200 50 8 Springmore 1,850 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L22 4 400 1600 51 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L21 4 1000 4000 52 15 Stafford [4+4BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L21 4 800 3200 53 26 Oakview [3+3 BR] 2,749 19 6 6 600 0.625 2.500 2 3/4 1.5 1,500 1,500 1.5 L21 4 600 2400 54 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L21 4 1000 4000 55 15 Stafford [4+4 BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L21 4 800 3200 56 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L20 4 500 2000 57 5 Birchmore [2+3 BR] 2,627 19 5 6 500 0.521 2.083 2 3/4 1.5 1,500 1,500 1.5 L20 4 500 2000 58 11 Hawthorne 2,038 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L20 4 500 2000 59 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L20 4 1000 4000 60 7 Bloomfield 1,800 19 4 4 400 0.417 1.667 1 3/4 1 1 1,500 1,500 1 L20 4 400 1600 61 16 Milledge[3+4+4+3 BR] 6,766 29 14 14 1400 1 1.458 5.833 4 3/4 2 2,250 1,500 2* L20 4 1400 5600 62 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L19 4 1000 4000 63 7 Bloomfield 1,800 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L18 4 400 1600 64 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L18 4 500 2000 65 27 TaImadge[5+5BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L18 4 1000 4000 66 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L12 4 600 2400 67 2 Thornberry 1,655 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L12 4 400 1600 68 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L10 4 600 1 2400 69 11 Hawthorne 2,038 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L10 4 500 2000 70 8 Springmore 1,850 19 4 4 1 400 0.417 1 1.667 1 3/4 1 1,500 1,500 1 1-11 4 400 1600 71 16 Milledge[3+4+4+3 BR] 6,766 29 14 14 1400 1.458 5.833 4 3/4 2 2,250 1,500 2* L12 4 1400 5600 72 17 Lumpkin [4+4+4+4 BR] 7,348 29 16 16 1600 1.667 6.667 4 3/4 2 2,250 1,500 2* L13 4 1600 6400 73 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L13 4 600 2400 74 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L9 4 600 2400 75 11 Hawthorne 2,038 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L9 4 500 2000 76 16 Milledge[3+4+4+3 BR] 6,766 29 14 14 1400 1.458 5.833 4 3/4 2 2,250 1,500 2* L8 4 1400 5600 77 15 Stafford [4+4 BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L7 4 800 3200 78 26 Oakview [3+3 BR] 2,749 19 6 6 600 0.625 2.500 2 3/4 1.5 1,500 1,500 1.5 L7 4 600 2400 79 10 Rutherford 2,066 19 5 5 500 0.521 2.083 1 3/4 1 11500 1,500 1 L7 4 500 2000 80 20 Belmont 2,250 19 6 6 1 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L5 4 600 2400 81 6 Fairview [3+3 BR] 2,639 19 6 6 600 0.625 2.500 2 3/4 1.5 1,500 1,500 1.5 L5 4 600 2400 82 11 Hawthorne 21038 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L5 4 500 2000 83 26 Oakview [3+3 BR] 2,749 19 6 6 600 0.625 2.500 2 3/4 1.5 1,500 1,500 1.5 L3 4 600 2400 84 5 Birchmore [2+3 BR] 2,627 19 5 6 500 0.521 2.083 2 3/4 1.5 1,500 1,500 1.5 L3 4 500 2000 85 2 Thornberry 1,655 19 4 4 400 0.417 1.667 1 3/4 1 1,500 1,500 1 L3 4 400 1600 86 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L1 4 1000 4000 87 15 Stafford [4+4 BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L1 4 800 1 3200 88 17 Lumpkin [4+4+4+4 BR] 7,348 29 16 16 1600 1.667 6.667 4 3/4 2 2,250 1,500 2* L1 4 1600 6400 89 15 Stafford [4+4 BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L1 4 800 3200 90 16 Milledge[3+4+4+3 BR] 6,766 29 14 14 1400 1.458 5.833 4 3/4 2 2,250 1,500 2* L2 4 1400 5600 91 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L2 4 500 2000 92 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L2 4 600 2400 93 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L3 4 600 2400 94 15 Stafford [4+4BR] 4,068 29 8 8 800 0.833 3.333 2 3/4 1.5 1,750 1,500 1.5 L3 4 800 3200 95 4 Magnolia 1,979 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L4 4 500 2000 96 27 Talmadge [5+5 BR] 4,214 29 10 10 1000 1.042 4.167 2 3/4 1.5 1,750 1,500 1.5 L4 4 1000 4000 97 20 Belmont 2,250 19 6 6 600 0.625 2.500 1 3/4 1 1,500 1,500 1 L4 4 600 2400 98 5 Birchmore [2+3 BR] 2,627 19 5 6 500 0.521 2.083 2 3/4 1.5 1,500 1 1,500 1.5 L4 4 1 500 2000 99 11 Hawthorne 2,038 19 5 5 500 0.521 2.083 1 3/4 1 1,500 1,500 1 L4 1 4 500 1 2000 TOTAL 1 353,843 796 803 COMMUNICATION PULL BOX CURB SIDEWALK �-- FENCE -L� - FIRE LANE -- - RIGHT OF WAY """"""""•' .BUILDING SETBACK PROPOSED PUBLIC UTILITY/ACCESS EASEMENT - - EXISTING SEWER LINE EXISTING WATERLINE EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ■■■■■■■■ PAGE MATCH LINE PARKING COUNT xx BUILDING NUMBER ® BUILDING ADDRESS D--D-D---0 WOODEN FENCE NOTES: 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS. 8. SUPPORT COLUMNS FOR COVERED PARKING SPACES SHALL NOT BE LOCATED WITHIN A PARKING SPACE OR EASEMENT. COLUMNS SHALL BE PLACED ALONG PARKING STRIPE AS TO NOT OBSTRUCT VEHICLE DOORS OR FUNCTIONALITY. 9. RETAINING WALLS 24" AND GREATER IN HEIGHT WILL NEED BUILDING PERMITS. 10. TESTING DOCUMENTATION FOR CONFIRMATION OF REQUIREMENTS FOR COMPACTION OF FILL OR ENGINEERED SLAB WILL BE REQUIRED FOR AFFECTED BUILDINGS THAT HAVE GREATER THAN 2' OF FILL. REVIEWED '" F O R OMPLWNCE SEP 011 201 COLLEGE STATI& DEVELOPMENT SEF_F��ICES PLAT FILED: C w A T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com Irm /12/1 9* •. ERONICA J.B. MORGA ................................. o 77689 poi; t FSS/ONAL ��? rt( LC)� jm O Y Ym v C) DD tYi Q c d oU 0 W c L 4 TO : W 3 C'4 Q O L�d o0 ; AID= nM I m crs 11) 0 O L0 L rn a r or? . . m LtO o mc t n U za <.. Ln a L- o tm J O a� O l \ ^� J C� V J O l�l Z PROJECT BENCHMARK: W Min. Low Permeabli Soil Keystone Cap Unit 4 «' Keystone Standard 11 Unit Unit Drainage FIII (3/4- crushed it I ; ; .Y,..p' �,,., •+'t< Rock or stone) $' IJ� Approximate ,, Reinforced Soil 1 -1 1/4 C .9 Limits of Excavation Relakled Soti II •, - Finished Grade �< ,II , 4" Perforated PVC Drainage The H T L. 11-III I I I—III—n i—n l=III o i �—Ill1—I� II C i t, --I I —I I I-Ill-ll I I-1 I L I I I� i- Note: Unreinfonced Concrete When site conditions require, wrap drainage or Cnish � S Foundation Soil_) Leveling Pad the in 314" aggregate and fitter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. TVDlcal Reinforced Wall Section Standard II Unit -1" Setback Base Leveling Pad Notes: Standard 11 Unit 1. The leveling pad is to be Width: 18" constructed of crushed stone *Depth: 18" or 2,000 psi± unreinforced Height 8" concrete *Welght 1121be 2.The base foundation is to be approved by the site geotechnical engineer prior to placement of the r , leveling pad. Limits 6" Crushed Rock or Unreinfor+ced Concrete Leveling Pad Cap Unit Width: 18" *Depth: 101/2" Height: 4" *Weight 50 The Standard iI Unit/Base Pad Isometric Section View * Dimensions & Weight May Vary by Region NG WALL NOTES: -etaining wall color and style shall be selected by the owner during submittals. retaining wall is to be placed 2' away from the high bank of a creek. f the potential failure, The wall foundation shall be 12" below the existing the face of the wall. Face I� o of �10 r7 O O O 00 M FTc Toe=303.27��`°� Top=304.49 r I r / �% I Scale I r 1 inch 30 feet Sri ■ --- �98.52 300.37 Toe=299.17 Top=299.24 - - - - NOTE: ALL RETAINING WALLS SHOWN SHALL BE SPLIT FACED MODULAR BLOCKS. REVIEWED -FUR COMPLIANCE AUG 3 1 2015 COLLEGE STATION ENGINEERING IELINEATED WATERS �I )F THE U.S. Cb t - o rn N op o cA r ry ^� � N g ;'I 19 ryrn N -299- \ V A \ \ �► , I I II� Scale: r 1 lnch 30 feet \ 1 1 / - -1- 1 Iraq_ II II 111 1 1 / 1 1 m J 1 1 EXISTING 1 500 ' _ FLOOD F MITCHELL lvhq MORGAN T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com rrn OF .•TF-r /12/1 ..............................`.. *. ERONICA J.B. MORGA ....................................... 77689 /ONAL E'\? I �m Y> O CVO m T Y m ♦- cn >. D rnm 0 r O N d 0 O O,cn M OI 1 a N .2 0C3LO c nrno r0 U Lo Q v 7 0M V C J kn C O V) 0 O Pz Uj V r^ v J J � Q U Q � J W C Ps Q�: W Q � G1 PROJECT BENCHMARK: NOTE: ALL RETAINING WALLS SHOWN SHALL BE SPLIT FACED MODULAR BLOCKS. - =------------------------------------------------------------------•-----------••------ -- - -- - ------------ ------ ff-EVIEWED FO K CO1�$°:-�LIANG AUG 3 12015 COLLEGE STATION TATIN I, I 18-55 ww wwwx .www av .axaw zxmw� a �'wr r,e» .mww ®®u 1 .�.•v ®ins .ms++..•rad. �`. vw.u. Eawv. ®o ®.�. `ate. aacca. fin' etc a��Y � � vw+�vwax wwHc. mur. rx am+n xrr.No aa�ww »wwwn � . wow .emu ww — .w — erg aexrcx :vmm mvnWe — ate. wa: r .u-vee — — .wvvv — — —mw_r .LmM' ,t,�},., _ • -� ....... —..__ -- � —.-. «3...� +w.e � � � .� ...... �..� `\� 10 lie ' I I I - - - I - _ _ ' �„� �. .... - -i- i i i - i i i� `, / `� �• / � ,(•'`'` � / " � it 19 - - - - - • I o01 I0 p) .O� N M .0�1 • " I I _ N .0 O, ',I I - - - ` - i N N N 6� tp r 1 I' I I I I N' N I Scale I - -, ao p�p9 /� / / / % N % / c��q / ('♦ / o pf O , I O 'I CA• ' t'_ R - �f p,1' �O. - - - r 1 inClt = . feet iZ�\ .Z°'� r �Z°� •Zgh' N N N N ,9\'` j ' 10 j; ';j/01 •."'� /'j' \ EXISTING FEMA / j \�.�---� 500 YEAR ; '' •' •' ' j ' ' '/ °� ,•� .' % jj� 17 ,'� \ TG- I I : % f ' FLOOD PLAIN : ; ; �/ j % % / / ' \ •�1 p j y ..... O Calculated ' / /' \ � `�'. o i _ - / j ,;00�/ j j j / /' Proposed 100 Yr ,%� Water Surface . T �i Calculated � , ' /C=303.15 t - ; ' % / Existing 100 Yr h♦ /' ,�� I • . /r i / / j' j' / , / / Water Surface % /•� /\ _\ r/[�-zm >aA >, rn- �ai :� r, 2 2 rn rn rn rn rn rn rn 9 O °�� rn -299- - _ 1 I s> t9 -0 2�2- _2� 2g3' // / 493, 92.^ j O- N cy N N N 29 .29 .3O ,3 /� / �/ / / / ' / / / /♦` ' / ry / '000000- - - - -- - - - - - - - - - - -.�� ``• ��``; ro� / I . I I I I I ; i �� `'`` \` iry i'' ' i / . i/ i /� i 1 `/ , �♦ / / \ T\`C= It ' 1 ►' 1 ,, , / ? �, \ / / / • , / / / / �e' ♦ T/C=303.42 r9IV A tit,�% !.. II 1 1 J I I i is i �°ry 0j, l \ \�`\`v i X i /' i ' / st ,' T/C=303.33 " ``\ / DELINEATED WATERS : ♦ / 3 \ % .�'!// I I : %l i' i OF THE U.S. /' / / i / ' ,/ �', �o°/ / ` \ =; `�03 01 of T/C=303 g11�- 1 rn rn rn ,rn ; --29'L°'�Oq - I co cfl r ? 9 I ' I I c� '�-w� ! N - �� / / �� / /♦ / / / / / o \\� T C=302.22 \� ^� rn rn s rn m rn rn- rn , // / 5 , 1 R t N ry N N N N 1 1 I 1 / \\ \\ �n \\ y pO N • ?. ` T/1 4 1 I �� , / . , i / /' �♦ /� / , / :, \ T/C=302.31\\ a i f // % / ;�� / f �%j / i� \. q I `\ TG=301.73 1 .. I• y rV �C5' ' / / T/C=302.42 - / /% or %� //'/ �/ .,,5 ( / — T C=303.28 %' rf / % -I- I I ; ' ; ," � ', I ► 1 I j , / f j -/• _ oh / T/C=303.46 �':< � �> 4� - - - - - - - - - - / h, T/C= co N , N I zzz 2 � I � ' \\------------------- 0` j� , // / �j l {I 05. , --------------------------- SS I Cv .. g( Tv- ' / I /I Ef I I o A. I 11 I I y' �' SHEET -2 too m? _ I : It 1 _ I » i SHEET -S Calculated .. < j Proposed 100 DELINEATED WATERS-`�/' ^\ \\ Water Surface \ / ' .22\, OF THE U.S. : \ ,; EXISTING FEMA ; s I TG=304.95 / \ . 500 YEAR _ = : Calculated: `o\ , `' \\ \ o FLOOD PLAIN - : = I � I Existing 100 Yr _ I : Water Surface �`L i l/ I \ r :��• j 16 M .CY ............................... ..................... �IIiI F T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN do DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com rm - /12/1 F ;S *r : .. .......... .....................* . RONICA J.B. MORGA .r................. I................... 77689 O '� STE�'�' � FSS/OVAL Ems\ N � Ym H T 0 c s o O xN :-aeoo LL_ Q.N0rn a 0 LO >` .& a— of .. o LLJ O0 W c t L) Lo 7 a v L ovm J CO C O U rY O Pz - I V c O o � J W Q LjLj PROJECT BENCHMARK: NOTE: ALL RETAINING 'WALLS SHOWN SHALL BE SPLIT FACED MODULAR BLOCKS. 12" Wide Curb Break LL 4f f 484 V It e en, 7 1 A T C--311.31 eC=311.22 ., i/ _ .� I, Vie. , j rr fr `. <) (T N "ll Inch 2- 30, C) ry, BUG � mlkLpmvl r �COMPLIANCE 31 201 COLLEEGE S I N r— L I AF% ilk i r— r- r-% I L 10% I. T.979.260.6963 F.9 9.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER TWY., S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES w STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com Irm /I 2/1i ERONICA J-13. MORGA . . ........................ 77689 �SSf........... ONAL M>;(D Cc 0 :,.x 0 IL 'D 0 cr 10 __ V) 06 69 't 0 co 6 L6 (D ,z W) C, E 0 tr Z: Q) ci Q3 PROJECT BENCHMARK: 0 o c5 0 r' `n 'In 83) i \. �° o 0 00 0 0`a?�? c3 I1 rr ♦ \ . _ . ' - r� r2 M M M r�� ,n C=304.93 p 1 0 `.�i�' �. is r.4n Urrl ao Toe=301.52 T/C=306.58 / S it > :\ gt �t mac,.,. ./ 1 rti %\\ 9`9 9 �� C'" °n"N N . :I : : : : ', ••P- � / f /_ /.:� M\/ ` �� T/C=305.25 � ` \ � \`\� , .... : � . ' : : : ', '•• Toe=301.76 / i //. i/ f,��. 306 .�..;. �.. \\ 3•r,.. , ��' � � i ' ��\- . _ - • '` 1 1 00 00 T/C=305.22 _ T/C=303.34 8T Q-1 1 Toe=302.91 - T/C=307.70.. f/ �� T/C=306.94 \` o•r $H��i'L-\4 l 4 Top-304.03 1 Toe=303.27 _____----- _ I k \ T/C=307.29 \ i 04. 5 : \ Top=304.49-------307- -- - _\ T/C=307.09 \ \ \ \ 1 ^\' AN- T C=307.47 / \ `\ ��; i $ % ♦ i\' 500 YI Aw W..._ , �� \ \` T/C=305ss , ,A \ DELINEATED WATERS FLOOD PL ` T/C=305-06 i ♦\ ri\ OF THE U.S. -FF.\ , 905 1�k T/C=305.88 \ 80 1 IN 1 I J 1 r T/C=305.57 ! � �N. / / '• ,� � �-,;' T/C=307.57 T/C=307.81 ► / o�; \ ; f/ �'` �� / � ,1=_ EXISTING FEMA ® ..........u.............. r_ /� 500 YEAR :I I I I __ ► :.._' T/C-304.33 r O \�*... T/C=301.85 FLOOD PLAIN t I \ T/C-308.22 1 _ F \ v _ -'+ + ♦t% .L ice- 1 1. I FF:309.25 \ , \ , l .:.. t> T/C-304.01 .. .. r. ♦ t T/C=301.96 + + t + t m r T/C=307.27 \ T r. / , 1 �� 1 - / / r O O� T/C=304.03 - ii . T/C=302.36 �- I \ T/C=307.83 T C=306.87 r I o ,' .� `3 I i o Scat -' t� • o .-' r \\ ;$\ / ♦ f--raS'- e _ 2 2,._wc-E - s z--Ec Off' - i� T/C-304.48 `y �`3 �2 ,on nc 0' .� n'r ♦{ 0 0 / .°'`y,.;.:... o --- _««. - 1 0 ' l 1 1 \ \\ \\\\ r / ,`,:; </ \ `,••,- \i I �. �„♦ ��-o*�'T/C-301.50 . :..r.s°'°'° ' 1 T/C=307.99 ^ T/C=306.26T/C-302.83r'� : r' �s ®1 1 \ \ w- O T C=304.44 \ ,' i 5, \\ g \ T/C=307.77 T C=306.33 r / \ _ f , `♦I I I I I I I 1 + I + I + 1 kl ? , , ;\ \ T C=302.75 \tl' ' . , ;� .- - , , - T/C-307.35 f r ' - - - - - - - 7 .. , . / \� , . �=S a .°../� T/C-301.97 \ I\� F.309,001 r: ..._...M, T C=307.13 r - x 77!7,c?.c a> 01.00 T/C=307.48 j f vv r� sir\ \\oo - b. / •,, `♦♦ j 1 0 _ T C=303.01 y� • ti-ti r r - 1 ' = T/C=303.34 / ` 0 '' '-"--' T/C=301.75 T/C 304.59 `� �\ T/C=302.24 _ .. �- , I �� / T/C 307.04 a / y - - - - ♦ ---... � . \ •p` _ s I ��,,a. � --,r ...' �,' '•''' � _ � h, � ,OIL 8 r y 0 ",m. \ 1 / 3 Lj T C=306.80 r '"i f y . ,,'' / - �.s.^' �.' •y,�-�-.,, Q .,.,�:\.; I % r F / / -' / -�y. / - - - ' l r 1. ,�.' - ,�.� � �; , I _ . � .•- � r T/C 301.94 , : ( : II .75 I -:;�� .......u......,. /' �' .h � ;� � - - - - - - - /• r `"„• =- ,„., ,�, -,® -`�. \ - ��'� 6",•- � - � , T/C=301.83 ,.. � I � /�' \ / / / `o� T/C=302.06 I I 1 01 T C=306.01 ' / �)' / r' /-' �; `'♦ i \ T C=304.33 rn M M o 0 0 T C=307.30 / x .e Y` . ♦ / T/C=303.35 / / ♦ / ., '- . -�-,,. y� qo o� ___.. •:.. r _ o Oar' _ - iT/C 305.28 �o r o moo` •� \\ \� T/C 303.30 T I \ I '� / / / ..�� ♦♦/ r \ ♦ \ / ;� `I:......:.... ' T/C-302.48:> - - - - - - : 'I _.-. 99 ; \ 1„ T/C 306.98 =// /�♦�/ -\,+ +� � ; f � �"'' ,.:\' 4.50 04 _To.00 /C=302.33 - T/C-306.45- - .306 / �� f .. F • •.:.•' T/C=304.67 EXISTING FEMA r�• �'A / T/C=304.18 -------------- 1 1 - Calculated c u I ated - • 304 � �• T C=304.94 - �. ` � O-.....T/C=303.01 500 YEAR / \;. A Proposed 100 Yr --------'! ♦`�♦ FLOOD PLAIN f ; \ \ e�` O� �� _ ,;....;..: ♦ Water Surface / / "{ \\` T/C 302.77 :I ------------- �♦♦�.. t Calculated i i r �'r�t rj y - --- T C=305.22 ""- 00 �� O ...- r - - p ;I __ _ ♦ Existing 100 Yr _ _ _ _ i � N ]$t� �; r I __ / ��, � T/C=303.59 � , ' , { + + + ' ♦ { - y ^ Q ! r • ' ` �= , \a : \:.\\ +. Water Surface =1 1 r I 1 0. .0 `�o T/C=303.50 , v �' e t _ I / I / ^� 0 . \ 1 - - ~_- - (� r �� I \ - ► T C= 6• I \ I 1 T/C 303.69 .306- - 77 I t O T/C=304.00 ratltt'-------- ----- 0 / s I , M 10" 0 __ ----- _�►- . •t�+" Itt>Illtllti+ii►�. ---- r -� o3Q�_ OB'3DjT "° +�' - - - - - .... -' -+-+ ._ -30730 �i1>>ttttttttttt I ; _I I I \ T/C=304.24 I I -• ( I - -�-�, _ _ 7 306_ 3ps _ _ . + - - - - - - , T t�� j I I 1 +,.1 6 I - T/C=303.79d." .;,,. _+. / �• _ 4� ....... ------- y �'►"' �. T/C=304.12 _ --- --- < .......... 1 �_- T/C=303.84 - T/C=304.64 \\\` .30 1 .. :-=.01000, - fR ------------ • - _ - - - - - _ , _ �'-- _ _ - . . . . . . . . . _ . . . . _ ..0 - _ . _ _ . , �U yy -____ -----__._- 2,PK �-_.� -� -------------- .. _ .. ..... _ _ / - . .� '� � _ OE 18-ML �M-9 - 1ti.•Qy - - - - ---------- -"�' 1M-9- ,� of o----------------------------------------- - ' D ALL RETAINING WALLS SHOWN SHALL BE SPLIT FACED�- MODULAR BLOCKS. i ;. --_ _. _ REVIEWED FOR AUG 3 12015 LL EGE STATION ENGINEERING 1.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER fWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS *SUBDIVISIONS www.mftchellandmorgan.com rm - /12/1 OF • TF-f- ,`PEE' .................................. ERONICA J.B. MORGA ....................................... Q '� 77689ST FSS............. /ONAI. E S[j1i Ln � m N -n Y m H (n T� U' p1mY �•N CU JU J a i 'OC o 0 N .Cr a5 a�chMrn N cmoo�� a� � o•rm J •O W O Pz Lij C� W r^ V � J O V J W LjLj G 4 PROJECT BENCHMARK: NOTE: ALL RETAINING WALLS SHOWN SHALL BE SPLIT FACED MODULAR BLOCKS. -Z EXISTING FEMA 500 YEAR FLOOD PLAIN • • Z % I 1 %111 �0'4111 kill- I I% 4� %o t s 1 100" 1 % — 0 A I -- T/C=302. 6' --- ------ j, P -7 301.75 301.83b il F/C=314.00 IT/C=3 _77 U . ........... . . N ......... • O IT/C=314.71F,- h :312.31 T/C ro62 6 T/%C: *315 03J 5 T/C v IT/C=308.48 RON IT/C=31 0. 09.26 61 '.rz .31 2 4, 71 T/C=309.8060 1 (59 C50 T/C 309 31 / I T/C=31 .70 FF:315.40 --- --- --- r/c=-. ci T/C= 57 T/C=312.54 WL--- ----------- ----------- w w T/ r ----------- z z .2 24- C=312.13 "p TIC=3112.00 I ' - - - - - - - T/C=312.48 312.58 WAft ':4 �� 24-WL' ftft OrOE —OWN V------ IM-9 — Im T/C: .50 IIA-9 im-9 T/C=311.9------ OE 7 ........... ... ... _oE DOE 18-WI -m-9 CE 'END WAI ----------- ------- goo a No eafta 24-1& ...... ............... ES24-WL OE— JON, LER R D2� ---------- _---------- 17 .......... % REVIEWED FOB1 COMPLIANC AUG 3 12015 COLLEGE STATION ENGINEERING 4� ----------- T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY *UTILITIES *STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmorgen.com rm fr- /12/15 ............................... it ERONICA J.B. MORGA ....................................... .b.. 77689 S-T FSS /ONAL C-4 >s _n Ym cn CD •U) < v _c r L: o 0 N a. LL_ 'v." 0 Co :1 U) " _0 Is m e (1) 0 Lo U) It m tl E V r 0 (D cy_ Q) o � J W Q � G 5 � � PROJECT BENCHMARK: � - � � 33 ~— ALL RETAINING WALLS SHOWN SHALL BE SPLIT FACED MODULAR BLOCKS. REV' Ew D PC G -V 04-."!"pt :ia�aRC ~-bLG SI»A" "~°"° �NGUNEERING 3204 EARL RUDDER FWY. S. COLLEGE STATION. TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRALILICS HYDROLOGY *UTILITIES *STREETS SITE PLANS *SUBDIVISIONS 77689 ST ro- 04 co 0,30 6 0- Pz G6 PROJECT BENCHMARK: INS / / / / 0t•) f / / / / \NO,zzz \ \ Nk 0-5111 \�kR ilk ax ql • \A..'•> E\ i �\ \ >` \ / 30.85L.F. of 4• PVC (ASTM ^yam SDR-26) 0 -1.04% SLOPE i .10-01 1110 f'1 1nci: 30 feet S \; •.\. CLEAN OUT / 51.65L.F.°ol 8• P. TO 305.21 PVC (ASTM DJ034` FL-294.71 \• y�� / \ •�&�,..:. •�° \\ - C SDR-26 O -0.35X SLOPE 83.51 L.F. of 5" t - PVC ASTM D3034 �..\ ••�\� ` •\:\ / SDR-26) O CLEAN OUT �" FI �/ .. �c>; •. -...., �°1 ( / `•` •..�„ } -035% SLOPE / TOP-30448 '•"•\ : .`�< .,,,� / �,u��: .,,,� -+ / - r 8� FL-294.89 � :�`\\"•�,�� >; � '"` -�,�. .\_. / / - - n / � .. : �\\\\vv\\�\c ( � � CLEAN OUT • `.. •...;, � � ' . . t FlyAft C . �.>.',�., v,,,.•a\o\ ^ , . . _ } 63.85LF. of 8• o a" •.• \: &`' , e> 1 :r PVC (ASTM D3034 jy'*� v,\u\v� -0 35% SLOPE r • •, ��\� - r�` CLEAN OUT TO Aw e - - - >\• �`"' ::.�\\�\ 7151 L.F. 01�8' 1'' - \,`:'\ Rt s - ,•�,:. PVC (ASTM D3034 ` - ..` SDR-26) O`t@ t �' \\:,<'• '�" �.. - s,.;, . ',� ___ } -035% SLOPE \\\••; - _\ \ CLEAN OUT r \ CLE,,;`.\\\�\\•.,• AN OUT ..\: ,� �. i0P•301.94 •,\ - TOP-30431 `c \\\ y - / P•a•" FL-295.48 . -294.31 '`c`aC.\\�\\\ �z •�, • ` - „c� \ ` 26.47 L.F. of 8" r@ / _ \� >...."•\" — — —' _ _ _ — PVC (ASTM D3034 » \...., w`\r„>";:\�„\;. _PVC O �. \\ ..w\..,, ``.•., �:.,.„„„... ......-..o._CO...,.. ,•\,q, -035% SLOPE - \\\ _ PVC (ASTM D3034 �. `. ��'.\•.`.••,�.>\"•�"\^4 .,, . _ '"n-\a...-EO _ `�;'«,.. �q ? - \\\t °•s' SDR-26) O L. - �,° \�\ '�\�a'.aE •— — — — — �' . — — — @� \ - -035X SLOPE �\\ k%\\%\%\\a%\\ \: .• 101.08 L.F. of 8' \ �\\\\ s C\\` ,, .. ""• "•o . • \v< .�. �" \ \ PVC (ASTM D3034, ' \,•:.�,>,.a\�\ ��"a�\ >: `\` qa.. " 1 SDR-26) Oa.. III, ml .v • ' J(/j/ ETA O i •...: ?�,. \\•\ \" ��" � • � J>- 1 :`:•\� • . �\ \ •,.; i _ cLEAN3o03U.i5 l TOP. z, w•w>° �. L. ,I •'� 'i\\\ ! v*f .�5•;\ FL-296.63 '�'•\... \von\`' M .� �` dry``' ..,,, - - - §�. - .�. $ 1 •" \�\ dVf�" CLEAN OUT 1 \\ "IRON>. io TOP.304 02 z \S�\ \ �� }i • ts� , fig, ./ '",.� ` \ FL-294.13 \�\�,�,� ,,, J' \. >�a.- / 79.00L.F. of 4• ." PVC (ASIM D3034 SDR-28 O -1.04X SLOPE ` > \'' CLEAN OUT s - \ c - - ' ?�� TOP-302.85 ,oxe - "` FL-295.81., Na 7526.F. of 8" ro_J `OW- PVC (ASTM SDR- 6) Oy e* .see -0.35% SLOPE tel- j v �`�` CLEAN Our�� \ ...� i 0 1 �, :tq; 83.00 L.F. of 8" TOP-N OUT s� \ \\ / ,S'„\\�•• �f �.�,\ �a wy. PVC (ASTM D3034 ;\ \� �* \\�:`'; g• i - SDR-26) O '" „'O FL-296.87 a ' -0.35X SLOPE ;. .� - �� •"` ::\` \ \@u ��4 �� - "yam \ - ee '� �� , r> \' \, f b cLEAN ourgS i -304 98\; \o \\�• j/j i .� ,. m\ _ - '�� '• � CLEAN OUT 3 PVC (ASTM D3034 b SDR-26R-26) O \ _• j -_ _ - � ��5 �'��, f�i �e �\\\� � - �� TOP.302.00 ,��'1 -1.04X SLOPE 6� PVC (ASTM D3034 *w{ C '�'t �`` - - l 35X SLOPE �\��•�,>�� "��° �, %'�+ _ \ / - \�� `\\\�\ � - - - `� \ *\\`\, • ' • at\\\°\\ �• - \ All 41\1 of ;•�� :� • \\\\\�\e DOS \ ' a' `:e'•. \�\\ 1 > \\ . > ` PROPOSED MANHOLE �'�yJ • ` e. \\ r AAA'' TOP-304.15 '^-+! .\\\•\`�,': \ 1 `" N� r ``^•• 4-(IN) - 297.43 • �'+ • e(IN)-293.59 8•FL(OUT)-293.49 f 1 \\ y ! ¢ a 10623LF. of 8• 4> '`` •,,- �"`' ..,1'VC (ASTM D3034 SDR-26) O- -0.35% SLOPE \ C 1 —a te \A C� 11k, Nw \k ROPOSED MANHOLE ° ( j _ �• OP 302.35 '\• - t - - 'FL(IN)-293.12 ARM �`4• - as 't:L(OUT)-293.02 I•��,. _ - _ - - - aCa� ILF. of STM D30; - - -26) O W, $X SLOPE `V PAN, LOWEST FINISH FLOOR ELEVATION ON BUILDING CLEANOUT -2 max) �— \��` \\ ;;:g \\ . >\ \ \\\sue:.\\\\\\ .�\• (IF NEEDED) (VARIES) 4- �� -1.04% (min) 4 x45' PVC (SEE PLAN VIEW) BEND F a 00 4" PVC (ASTM SEE ARCHITECTURAL PLANS 4" OR 6" PVC D3034 SDR-26) FOR CONTINUATION OF 4" OR (ASTM D3034 6" SANITARY SEWER SERVICE SDR-26) INTO THE BUILDING TYPICAL 4" OR 6" SANITARY SEWER MAIN LINE SANITARY SEWER SERVICE N.T.S. CLEANOUTGRADE CLEANOUT PAVING (AS NEEDED) (AS NEEDED) • - • - PVC CONCRETE DIA. OF PIPE SEWER LINE ON PLANS IN LINE TWO WAY CLEANOUT N.T.S. CLEANOUT (AS NEEDED) (AS NEEDED) CONCRETE CLEANOUT STACK DIP OR PVC / DIA. OF PIPE SEWER LINE ON PLANS A_ 4.50 WYE T IN LINE ONE WAY CLEANOUT N.T.S. GRADE CLEANOUT PAVING (AS NEEDED) (AS NEEDED) CLEANOUT STACK 14"X14"X4" DIP OR PVC CONCRETE VIV DIA. OF PIPE comp ON PLANS SEWER LINE A_ AUG ; T COLL I END OF LINE ' ONE WAY CLEANOUT N.T.S. Is PROJECT BENCHMARK: MANHOL-294.76 2.27 E M LINE 292.60 \ / \ \\\\\\\\\a\\\\\\ ��..\\\\\ ...... \�g\ \ \\ a �A, ", /// \\�\\\\`l \ / / § ft let \ \ \\ \ \ - \ Gam ..°�' - - ql, 8 \\tea s ellv \\ IF a,gggpt�\ 72.35L.F, of 4•� •`�` \ / / / - VC (ASTM SDR-25) O '.0,: \ - .gym .a�<� / /" .� i:. -1.04% SLOPE''�,.... \ \•'.\.�c ^e.b / / / /ea' \ / `/ / 66.57L.F. of 4•CLEAN OUTy. a PVC (ASTM D3034 w„ '.. TOP.3oz.o6 ® \ \ @g ,/ SDR-26) O FL �297.44 •\� / / / / / t rIX -1.04% SLOPE ..,. \:.�: \ €>,.` \ \ �\ / Ni � � /\ � All �° QX .� / S 67.15L.F. of 4 l ate PVC (ASTM D3034 ... .✓ * /' ':� / , / ��\, \`Vs\� \ ;„�<•�„�\ �n SDR-26 O�t''"�\ / `\� '"�• \�.,,,- - \. _1.04% SLOPE V .-" �. \ / - \\;� \ , Wig°'\��,�\�\\� CLEAN OUT TOP-303 63 \ FL\ 297.55 \\ ! / / / I .-" .a�"a<; •`.....\\�\\\\\\\�\�\`v.°. ,i \,\ ••r / / / / / / / qq 65.30L.F. of 6' `PVC1 inch 30 feet \\`.:... `�� / / '�`° \ OPP-302u68\\ ,v: • „..=2 / DR- O 1.04X SLOPE 000l / / s s - — TIE INTO — 18 - ,.. EXISTING MANFIOLE _ _ \" \ ` 6-FL(IN) -290.00�Nl tea '" / \°�•� t ` .. - - 1 o PROPQSED MANHOLE 18iL IN 288.27 — — `"`'^•_• 6-FL(IN) 290.78 16i1(OUT)•28&10 lbo V\ e \ - ` 6'FL(OUT).290.68 -... ^-"` •" — _ _ / ..,.ems '°\ - �r.,....a•°' - V - ; '�> w,� .,."........ ,.,m• s EXISTING MANHOLE 86. `6L.F. of 4• TIE INTO PVC ASTM D3034 ��^'S SDR-26) O / 70P.298.03 ! / i % .'v� ,°• i ! / f / \ ! -tA4% SLOPE - / - IS.F (IN-287.00 / / ;' \ \✓ t i , -,. ' " a s �" / �\ i e� (OUT)- z97017 CLEAN OUT;" 1. ...a/\ .�\�\\\: \.£.`."...r./ 4e•."," / \ I WC m\• 113.16L.F. of 8• ` PVC D3034 SDR-2R-28) O -1.04% SLOPE �ffl \ 59.50L.F. of r PVC (ASTM D3034 -S1 04% S n IN,/ /,:•1 I-V f PROJECT BENCHMARK: A pvfi 0 t TOE. ROPOSED MANHOLE .0- TOju-ii J(:N) 295.15 296.8 vo C -292 =305.12 d FL -297 92 f 6" 93 SDR 21 'a, CIO CLEAN OUT TOP-305.43 rM D3034 -1.04% SLOPE %n PROPOSED 6�\ TOP-304.87 KOO . F. of 4" -.63L.F. of 459.9w8&L. Of (ASTM 03034 PVC (ASTM D3034 PVC D 34 SDR-26) 0 PVC tkczru nv).0 SDR SO 26) A -26)0 -3.10% SLOPE -2.6 L > 4IM" PROPOSED, MANHOLECr -1 1 TOP-30 81 LO 10110 L(IN) 4-FL(IN)-3D4.44 R, 50 le CLEAN TOP-3 JOUT 0.0, FL -304.65 8.85 L.r. of 4* -�--�C (All D3034 LLI� 0 99.05L.F. of 4- SLOPE PVCDR-26) (ASTM D3034 S0 -2.63X SLOPE t 90.094F.-Iol 4- PVC (ASTM D30M SDR-26) 0 w -1.04% SLOPE CLEAN our ems\ TOP-310' jr. 2 AN 76.6L.F. of 4" PVC (ASTM D3034 z SDR-26) 0 1 -1.04% SLOPE z x r x r x r rm Pi rk" - c (AS SDR-2f U' -2.63%SLOPE 7 .42 kJ L cp '7` L -4 Pvc-, SDR 5) -1.04X SLOPE IL FL -305.53 6 CLEAN T TOP_3 OP313003 FL -308.03 El C R" M ter ' nIRE NE 'kfqr — 50.411-F. of 4' PVC (ASTM D3034 79.87L F. of 4' SDR-25) 0 \PVC (ASTM D3034 'k 1 04% SLOPE SDR-2 CL��CLEAN OUT - -1.04X IS)LOOPE 4-Z4 - CLEAN OUT TO TOP 313. TO -312.20 -307.50 FL -306.98 FL -306.15 94.12L.F. of 4" PVC (ASTM D3034 SDR-26) 0 1.04X SLOPE m. I r7 —F-0 Ilk Elm, G—G—G—GAI G G—G—G (;—G—G—G—G—C—G—G—G—G—C G—G—G—C—,—G—G—G—G—G—G—C—G—C—G—G—G—G—C— ,,3 00, S OAS-- GAS— GAS.— GAS-- GAS-- GAS-- GAS-- GAS-- GAS— GAS--_ GA&— GAS-- GAS— GAS-- GAS-- GAS— Gn� GAS-- GAS— GAS.— PROJECT BENCHMARK: CLEAN OUT - / � •'S I le' � I LYJ �1 lnch Sca30 feet, kwmm� 21 -5V 11-M �10 0� t'F'iR�i.ATE#!+E'-tAR�tE'+TfRE"CAl4>"`.F1RE'tRNE'� � — VC (AST 87.51L.F. of 4' i SDR 26) O 34. - PVC (ASTM D3034_ -1.04% SLOPE SDR-28) O �..... ...r.�.. CLEAN OUT -1.04% SLOPE UT OUT FL .305.39 - _- c-LANE GAS �cAs_ GAS-- Gh5"� CAS — — ___ __ t \ _ '� GAS-- GAL --CAL— GAS-- GAS►''-- �— Gam_ G G G- - -�\ CAS—GAS--CASS-'GALS �-G�-G_�-G G G—_ _ G rye CAS'=�•�.xS�_GAS-�.G11S— GAS-, _'�'�.�w, _.;c4r• Gam_ Gam- G G._.--k G , . G_�G-'__G—G—G—G__--G---'- G—G—C—G—G—G G--'-G---' PROJECT BENCHMARK: L�J SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). COMPACTED TO A MINIMUM OF 90%OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO+40A OF OPTIMUM UNDER NON-STRUCTURAL AREAS (le.. -YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 STANDARD ATA JDISTU ECOTWI IN OPTIMUM TO +4°/.OF OPTIMUM ER NEW STREET AREAAND SI FcEETS TO BE RECONSTRUCTED. t! GRANULAR MATERIAL MATERIAL SHALLSE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS ORGANIG MATERIAL AND WHICH, WHEN TESTED iiSTANBAD LABORATORY METHODS, MEET_ THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO.200 SIEVE - 35 MINIMUM PERCENT PASSING 314' SIEVE - 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. CC� CEMENT STABILIZED SAND NOTES: 1. FOR BEDDING AND TRENCHING WITOINALL EVS77NG PAVED AREAS SEEDETAILS FOR OPENCUTS7REETS DetailsST4-OD ST4-0f, ST4-0 THISNOT€DOESNOTAAKYTO STREETS SE/NG RECONSTR=ED 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSVAWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING At INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSUAWWA C1501A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. S. ALL TRENCHES SHALL BE SACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. "7?TarTT 'r771C" , __mil'. SELECTMATERIAL 9 .► , • 8" -12" MAX. CEMENT STABILIZED SAND W' -12" MAX. CMANUALLY ONSOLIDATE AT OPTIMUM 6" BELOW MOISTURE) PIPE BELL O.D. LOW PIPE BELL PIPE UNDISTURBED SOIL O.D. Ba C� O.D. PLACE METAL DETECTOR 'PIPE TAPE ATA MINIMUM OF 24" O.B. 6 MIN.M2' MAX. ABOVE TOP OF PIPE 6" MtN.112" MAX. NON-MUCTURAL AREAS TO BEPAT TD AIZEA S OR STREETS t-ETTSTl 7� O. BE �C- 0 V.7 l l.r l BEDDING AND TRENCH FOR DI PIPE & PVC PIPE s GSrTY or &tYAA �TAUG. 2012 WcS, UNIFIED �TA0. NO. (y nFCnr�c.E'rrazzox BRYA- STANDARD DETAIL S1.01 NOTES: 1. T' DIA. "STARTER" HOLES $HALL BE DRILLED THROUGH WALLOF EXISTING MANHOLESPACED 3" APART PIPE O.D- CENTER TO CENTER. AFTER "STARTER' HOLES HAVE PLUS 4" BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE "STARTER" PERIPHERAL THE PERIPHERAL HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. "STARTER" "STARTER" HOLES (SEE NOTE 1.) 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENIN€3, REBAR SHALL NOT BE SPACED MORE THAN 42" CC, $ IWNITH MA•NU ACTURERS REQUIREMENTS P SHALL BE INSTALLED IN STRICT ACCORDANCE 4. CONCRETE SHALL BE 3,000 P.S.I. �PENINC CREATION DETAIL A DIAMETER �,., VARIES- NON-SHRI GROUT PIPE O.D. PLUSIS" NEW INVERT t r MANHOLE CONNECTION DETAIL B WATERSTOP-PIPEGONX MANHOLE ADAPTER ED EQUAL (2 REAPPQ'D REMOVE INVERT AS REQUIRED 1 CONNECTION DETAIL SECTION VIEW AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL B- HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. NON -SHRINK GROUT 1' 0" SYNKO-FLEX PREFORMED PLASTIC ADHESIVE WATERSTOP, OR APPROVED #3 REBAR�14" LONG) EMBEDDE AND EQUAL, (SEE NOTE 3.) EPDXYED INTO MANHOLE WALLS". (SEE NOTE 2.) WATERSTOP - PIPECONX plpE PLUS 18" MANHOLE ADAPTER EQUA L(2 APPROVED EQ O; D CONNECTION DETAIL SECTION VIEW B.1 STANDARD MANHOLE TIE-IN w CITY op B1iY3V DATAUG. 2012 4 BIOS UNIFIED DeTAL No. CrrTOF(;OUZ r:S-rA-nM rs,c or & STANDARD DETAIL 93_'01 NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS SHALL BE USED AT EACH MANHOLE IN NEW FOLLOWS: OR EXISTING RIGHT -OF --WAY, LOCATION COMPACTION REQUIREMENT 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RINGICOVER ADJUSTMENT RINGS PAVEMENT ----------_98%STANDARD PROCTOR (ASTM D698) AND CHIMNEY OR COR�ELICONE SECTION. LANDSCAPE AREA_ _ _ _ _90 % STANDARD PROCTOR (ASTM D 698) 3. MANHOLE BASE THICKNESS AND FOUNDATION 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET AS FOLLOWS: RIGHT-OF-WAY MANHOLE DEPTH (FT.) BASE THICKNESS 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW THE CONE 0 -12 _ _ _ _ _ _ _ _ _ _ _ _ 8" SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, A2 AND OVER ----------- 12" VENTED WHERE REQUIRED. T CEO WHERE ROSSES SEWERIN OPEN FIIELDS MANHOLE DIA. MAIN SIZE 4 FT <18in, 5 FT Main. e301n, 8 FT 2361n. SEE NOTE 7 NOTE: DEPTHS GREATER THAN 1r WARFUN6 WILL REQUIRE 2 MATS OF _ _ REINFORCING STEEL IN THE BASE. SEWER SIGN p oLE MANHOLE SIGN (SEE DETAIL 55.02) SIB■ urervirvul UK rwuru- ( 3' MIN. I 12" MAX. - f. 7.. a \ ``- SEE NOTE 1 ' 8' GREEN HEAVY DUTY, 2-6■ WING CHANNEL POST a CLASS "A" CONCRETE 3D00 PSI IN 28 DAYS VARIES VARIES (SEE TABLE) VARIES PLU T6*,M'I � 9"BACK FILL AROUND MAXMMHH SH4ALL BE AS PER NOTE iVERT= 314 DIAMETER OF PE UP TO 24". 2-0�� : ° : a"AND LARGER SHALL BE LL DEPTH INVERTS. WATERSTOP-PIPECONX MANHOLE ADAPTER #4 BARS, $" O.C.E.W. SEAL, OR APPROVED EQUAL. (2 REQ'D) STANDARD CAST IN PLACE MANHOLE CIT1 tsi: i3dtYAN �TAUG 2012 B/CS UNIFIED DETAIL NO. (,°moir C auyn ' STATION �,,,,• STANDARD DETAIL S1-006 z O m z ty3O z � 13:�_ W 6z W U '.kw w cs W dnl_ >s a zQ W III-ti CiM - go WI-gz Oz OWs° z4m �e> " ,� awx alto QWz� JuxO . waz �¢cD� O W_jwy ZV, wow Q� 1ym�Z wJw Sxa- tim�'� GO}0D zI J �m i aFw v cco�ar° ;! j �U ��O#�--- ��}}_wD zzom ; d� w � Oi Ozwel ujum}... W Iij Z�wW +r�n.3ac aogF-w wm = UIZ-I p iv .�. ¢: �'-a- dJz0 HQ9Z zd- J .O-Ja0 0►-� <3;m i J¢cct> t3a}c�i CIO 01401- �W -z ' WriW 0400 3O Wd v r _ Wz zzYWw oa n-_-z *o mw zw zp auZ40 X0Wd wt-mv� wz dw wow as cocIca OR dQ z)-z JQ 2m zp,-usm o_ . Nui t» wwm�- 51L 10 z�I- J OWa Wtf% J§° 043 ��F- d ILL ai.. W 4 li COTCL-a� 0)0 dm wyd 0Zaw-c RN OOO _zL O nIz > ;` c * i z4 �3 Yq}� mpy Luz =�W O ;t+7 J � �_� �WZ ,. R'O-W �- eul CJ QIU 6wm'f.i IN eft! d °ma s i z N ci of CITY OF.'COLLEGE STATION EWER SERVICE LIME CROSSING DATE 4ETAR. i0. CrIYCIF FCYI4t AUG. 2012 It=UNIFIED C�m011Cr�==SiAM.1 rwob "kr $rANDARD DETAIL S7-00 NOTES: 1, FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAILTO BE USED WHEN A6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. S. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAILSI-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. S. EXCAVATE TRENCH TO MIN.13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE ARID 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. B. 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. AL) 4G CITY OF COLLEGE STATION GRAVITY'SEWER DOGHOUSE MANHOLE`. DATE DETAIL No. < ,, = Y of BRYAN BICS UNIFIED L'rrS (w Co.LTmt STATION AUG. 2012 STANDARD DETAIL 53-00 R-O-W OR EDGE ^^ OF EASEMENT I I l e VARIES 173-TIMAX. (SEE NOTE 1.) 4" PVC EXTENSION W1PVC CAP '(SEE NOTE 9) 2' . PVC WYE WITH + PVC CAP {SEE NOTE 3) d 19 ul SEE NOTE S (111<IN-1"�b SLOPE) TEE WYE SERVICE P(A , FITTING (SEWER TEE), TANDAM s*✓`OAAT ON 111-6Jv OR EDGE OF EASEMENT, NOTE: VARIES 1-. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2 -7' BELOW PROPOSED BACK OFCURS, MIN. SLAB ELEV. MUST BE SET TO S E. inax ALLOW SANITARY SEWER SERVICE. (SEE NOTE 9 2. MARK EACH SERVICE END I ITH AND NOTE 6) METAL "i POST PAINTED GREEN. F 3. ALL MATERIAL SHALL BE ASTM t 03034 SOR26 WI GASKETS 11 4. ALL SERVICE CONNECTIONS & PVC (SEE NOTE 3) EXTENSIONS ARE TO BE INSTALLED 1MIN..1 % SLOPE) WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND STD. d5" SENDWILBE INSTALLED 13Y THE EUHRATHERIOW FOR SERVICE - 6. WHEN SERVICE CONNECTION IS DEEP STACK VARIES IN HEIGiiT CONTRACTOR MUST PLACE Tt A VERC1�t C STACK THAT SHALL BE BROUGHT WITHIN 3112 FEET BELOW NATURAL GROUND. z w ALLOWABLE STD,45"BENDD fit TAPPING AREA TEE WYE SERVICE FITTING !SEWER WYE AND 118 BEND)' BOTTOM LIP OF CONNECTING PIPE SIHALL ERLIN NOT DIP BELOW DEEP �Y010 T�; '�O��, MO r�RE CENTERLINE OF I40AtN. CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION DATE DET1% ND. A rrY tr> &ssr � INKS U141 'IED CC'rntanCorl�ct SrArcay r "r S- AUG. 2012 STANDARD DETAIL S7-01 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING ■ HYDRAULICS HYDROLOGY *UTILITIES *STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com rm jf�-]"Z /12/1 �P( h............ F�9 ERONICA J.B. MORGA .............. I ................ ..... a'•.� 77689 ° Fri S-rE��, i FSS1ONAL E ' ga Y mm m� �m O Y� N `0S >, 0 oU 0 W c o o " CL o� �v'nM I .` N om0�to A� L_ ° aa00 6 W c t o L) ■, 5 ; C om v -9 m c O N O l W � CO_ / O J l \ l Q v J Z S S Lip PROJECT BENCHMARK: 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 3 100, / Existing 6" Wellborn Waterline / f ff f `++`+++ f \? T co J 1,522 LINEAR FEET STRUCTURAL BACKFIL F.H. Ass WATERLINE WL A 8" PVC (AWWA C900-CL200) SEE DETAIL SHEET FOR EMBEDMENT Assembly F.H. F nished Assembly rade Existing Grade Sta. =1 +79.70 �3ao og 4" S n. Sewer -� —� —/ Sta. , =8+23. 4 Sta. _ +24.34 Sta. =7+4 .21 F/ = 294.0 4" San Storm Sewer \ 18" Drain Sta =8+12. 3 11 F/ = 293.46 t.00 714\9 ,0 T-77 43% 0 co o Vdi Ln O N OOII OII O) cd O) 00 O) 00 ). Cho Sta. =3+0 .49 I II II — � 11 II Exist. 18 CCP W/ - v o II -O \►o' 0) F L= 295.30 (assumed) ) V LOLL L- cn O CO I, O O O) N -O O -0 O 00 O) �,U N O ) (n LN L6 o + 0 + u 00 a a 00� +v) IaN o.000x CONTRACTOR TO VERIFY I1 \ NII 000 N � c; DEPTH o a — � � +.0 o EXISTING W o 41 N N w"O IN v o m vz U PRIOR TOCONSTRUCTION.occ C O � O N O U o `r° 7�n N s aUi � o 0 O c:C-� Q Sta. 7+64.4 0 _ U U C N O 0 1 0 v D p o +' n. ewer N �. LD Uc°��> > LO 0 Ln 0 O r- LO F/L= 293.44 N 0 co U O— �- +. O L. a U a� cn v °� > p x m ^ 0 m r7 co ^ ^ to O ^ ^ m ap 0 v 4) `� 0 3 O dj N L.a N� C U — .L�` c O- O 11 O m , Q m J v) N m � Q j J o0 — — I� — 0) 4 Q 2 N m N U N U N N U .*L _as 0 -j 0 cn c I •.Nv -0 E 1 -j o E aD I J 0 0 -v c � 11 00 v -i > -j >E > LL 0 cnr Lv(D� 7- 00 ap a (1) O 0 >1 O LL- \>Lri N n o Q ' m _ LL LL0 > ) `iQ>°O Op C«DIIr QOL- N O N O N O C d 'LN' I O N F O + cD L � o) � m m OQ C + N> ._E -HOQ N N s L 0 C C,0 00 � 0 0 00 O C O + v v C14N + 00 a0 00 O ui L0 d O 00 + + 00 0 C) 00 o �.,.. v oO� O � o d ) N� N� rn N') 00 : �0c o c,c c o pQ. — 11 N 0i N 0o N ? "- II N N N N N No- NJ00 -- C I C ( �" _J 00 CO X j X c. •- U C 0 00 o in II L.L 00 N O n 00 li (o O . In II 00 N O N O Li- DO (n X L.L 00 v n X v 00 V) x 00 vX (n v 00 to x 00 w u- u- Oc; 11 (n s?a 00 li CD� n J U Ld U LU :_U r, n 00 li CD IJ LL u- LL- 280 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PROJECT BENCHMARK: 0 Lo 00 J U ,N I111111///lllllll% t4r 1 0 11111111111%,_ 111111111111111 O L0 + 00 C J U -1-J r ```�1111�111111#I111111,fI ti`w.• Il II f / �4*40P WATERLINE Wl —A '''- Match Line 12+50 1,522 LINEAR FEET STRUCATURAL EACKFILL WATERLINE WL A 8" PVC (AWWA C900-CL200) SEE DETAIL SHEET FOR EMBEDMENT REVff F.H. comi Assembly Sta. =0+70.4 F. _1-10PE DRA N F/L= STORM 98.92 Assembly . Assembly COLLE ENGI Existing rade Grade D4.23 Sta. =9+ F/L= 2911.96 4" San. Sewer F/L= 294.14 o.7atx- -1.17 1 0 0 \� 1.997% 1.064% -0.721LX0% 0) mr- FT7777 --0.267% (D O (D d- 0) N O 0) 0) 0) 0) 0)0) C7 0) N 0) N O N II a I I II _0 0 � L L� v + ) 0 N In _O (n N Ln O O -p N O N _0 O DO o0 -0 (D N p Ln O N U U7 U (D v N d 00 •U Q) O D7 v tf) O t\ 000 (p N �? oo c"n 0) O� (D •U Ij.N OOp N N N C N +� �� +.c O� + +N �N +(n +N + U O� U U N-I U nm nM LornN II N L II I 04 \ O \ O O \ 3 (nN 0 L.L.i t 6 OJ II O6 J O �N I--,(n \N n +.CN V) V) n n l n L V) LU) \NJII LL x 0 Sta. =8+55.7 m µ., 0 ao N L0 F/L 293.80 r, ° X ' N N 0 x x 0 00 C 2 d M IM r N I� 0 r-: O _ N II > 06^r^ = U o II _ II -j m ^m Q I m �' ^m Q I °) II U -C II U II U —1 u- 0 J U J J o � a (D > (D LL o c LLI O)C L > —I N� a> p c o > O r- p) V)-r ) > i, Q O In c C:) 04 > (D v �- OO mOm 01 O tfmDm 0) ui `mO 04 m 0) 00 Q) N 4- O 0) L(i n - d -00 00 � (D O r, m 4 DO v t0 NNOOO C� C; jj �-'• ++ + ±rn ± C: + O II� C: O °+ + N o o) O 0)M O 0) N (n N _+ tn-0) ? o rn N in II Ln II ai 0 N a; rn N Ln r a . In rn N oII N_j 00 cv qq- x N d t O J x O X O vJ O� v x ) 1 x O A 6 00 O I I LL- 00 N n x 00Q (n 00 n x v 00 n x 00 v n x 00 II (n L- 00 In L - 00 Jnm - LZ (D m L� aoU) ,- (n II Ll- 00 04 .-, n ,N 00 LL (D n N" -I LL 00 4- in L, 00 .II .nj (n \NIIN I I I L - 00 N 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 312 310 :fiee /D� F O Q f �1`•'8 i `+Ia C A' 2015 STATION EERING 302 300 298 296 294 292 290 288 286 284 282 280 16+00 16+25 •Ik iY T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN do DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgcn.com rm f - /12/l OF TFq :................................. RONICA J.B. MORGA ....................................... .0 77689 0NAL Ems\ ,n ; M N Ym I" v U p,mY Qd C q) � vU O a 0 a aoo cM Of Q0N (D c0°oo�Lo o a o, m ro 0- L) to ;5 �n = a � L ohm �- a J c 0 CK Q) Pz Q vJ I J V cOWL2 J W � W Q . �1 PROJECT BENCHMARK: NOTE Contractor shall provide notification 48—hours prior to waterline connection the the 18" AC waterline. Contractor shall coordinate with the City of College Station for timing of tying the 8" PVC waterline to the 18" AC waterline. JIu 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 278 � IIII C JIIII U N � °JOIII'I L_ IIII r 486 LINEAR FEET STRUCT RAL BAC FILL F.H. WA TERL INE WL -B Assembly 8" PVC (AWWA C900-CL200) SEE DETAIL SHEET FOR EMBEDMENT �ita. _ Ex sting Finished 4" San. Sewer Grade Grade F/L= 297.82 Sta. =0 96.51 4" Son. sewer F/L= 297.01 -2.2T7-- 1.301% Sta. +78.15 F/st.8" RCCP W/L L= 93.20 (A sumed) N 00 o0 CONTRACTOR TO VERIFY c0 C 0i r-: r, DEPTH & LOCATION OF Co °' °' a' C�j EXISTING WATERLINE PRIOR TO CONSTRUCTIO -1 J J 1-1 �N Li u- N ILL N 11 ILLLL- N ILL. a)c' ) -o r -o -0 of L -0 0 00 In o o N Lr, o o 0n 00 o S + + ++ U + U +1 U N N (n (n n LL- n U 0 0 0 _N (n N N n N V N n V) x x x m mCID mr.xQ 0)ao 48 N m m Cu T >J N a o > � � > -0 > or o°o o<> m ° oo ai� m ��+ ~0 �i�+Q) +Ln m(D�c(L) 600(fl+ U O N LID 0 07 "t N o II 0 1- + II +?U rn j o + 0) to 111 N N co > ON 110 IIv co N N N 't � N N NN Jo J00 0J nUJJoo \\J \ n11 li 00 N i n 11 L\ 00 N in 00iLo Ci (n Ll- 00 In L� 00 IL n Li 00 N +00 2+00 3+00 010 4+00 5+00 � 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 278 276 5+50 REVIEWED COnp_ra�c�, 15 AUG 31 20FOR' COLLEGE STATION ENGINEERING 1 +00 2+00 3+00 010 4+00 5+00 � 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 278 276 5+50 REVIEWED COnp_ra�c�, 15 AUG 31 20FOR' COLLEGE STATION ENGINEERING 1 ® w T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchell(indmoracn.com rm - /12/1 vmr OF . TFr . rr ....................................... ERONICA J.B. MORGA ....................................... 77689 /STE�'�� ONAI N� Ym H rnCd mq) C=7 � •N C U N QQ vU 0 c o 0 N 0 LL. rr o rn �vNM I am`oc� L •rn n � ri r. 8 CL ow cto wn Q) I` o�m n v 9 00 C 0 I r�^ V J O LQ v J Qr W � W Q WL3 I PROJECT BENCHMARK: i I I i u� 314 312 I i 310 i 308 306 I 304 302 300 298 i 296 294 292 290 i i 288 286 284 282 4 6 LINEAR FEET STR CTU RAL 13ACKFILL WATERLINE WL-C 8" PVC (AWWA C900-CL200) SEE DETAIL SHEET FOR EMBEDMENT F nished rade Existing Grade J_� Sta. =2+7 .06 4' San. Sewer Sta. =" +53.75 F L= 300.17 21 " Storm Drain F/L= 3 0.51 Sta. =0 20.00 SewerEZL —�•000� 4" San. _ 2M53 0% 0.038% riLC 24.1 0 po I J I a� 0 " -6 dPT c6 -0 . (n V) U rn + U rn o Cn 00 00 O O7 N N N V)N J .J Li. N L\i 0 00 t\ 0 00 0 O O m N D •.. 't + O't U + C J � m ^ m U m I --I o.. L)U O U W j M ,U U II V) II 2 L` v M J > 0 J `i II 0 +r (n N ++ -0 C -0 II C 0 a� II > J> v a� J > O > a J C 0 _> O `i O ol'`)Oa N d- 0 LL N't ao COr� N m _ �� m IL � c .— O).-� " 0 °' 0 0) �M�m m � — ° 0 �N� P�) > 0 °' 0 tnm c c c O +Ln 0U co • )orow m �COg m OOm 0) �-o OU �-oM N qt +d OU + O 00 0 II mF- N o n d- -i -3 Ln +0)� N 00 N N 00 +0)Ln N 00 N N 00 - 00 �- N O O 0 II O[- ►') d ao +00� In + Ln — Ln N � 0 II 0E- ►7 N N II o ? II " a00 rn N rn N rn N o ►� II Cn II qt II II r- II II II II Ln II Ln . o ? N II 00 0 r7 0 Ih o II M N LO II II N It cn 11 M 1 II II A 8 I X X �wx a U) �'x 00 x x in �� I II L.L. DON II II II (n �wx :x 4.1 00 D0 in �s I II DO N U) II LL CO CV Gi ii cn 00 00 in L� 00 cr 00 (n 00 1 112 1 112 11' L, Lt- 1 +00 2#0 3+00 o 5+00 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 5+75 _ _114 -0 — - I WATERLINE WL-E I � L-_r L 1 +00 324 322 320 318 316 314 312 310 308 306 304 302 300 298 296 294 292 154 LINEAR F ET STRUCTURAL BAC FILL REVIEWED WATERLINE WL-I COMPLI 8" PVC AWWA C900-CL200 AUG 3 1 201 SEE DETAIL SHEET FOR EMBEDMENT COLL HGE S ` Existing Grade ,—Finished Grad f j �xQ°ra 0 Q o0 cn c CO � _ _° -_°° 0 I 3 � toX V) U) c� L W p Q p _ O O m 0 a) N c�'U. c<,� l 0 0 t 0 � C) (1) a O c c O p >` O c C. _ O +., L U UI Urt+� a) N C U 0 X C� C N O X C c O O C m 0.- O c _0 m ° : v v v °' .2 ai -0 -5 ;(1) E ,._ v : v > ° 0 � ° (n N > N _ O a) K) 0 r- N p __ .O N > m 0- 0 F- 0 0 0 a) 00 � COO N N m C F O d7 CD m M 0 Q t` O U 0) cn C i -1 0 i� N O Ln N o •- CO O N -� N +� C rrj 0 *, o r- 0 .N L `� 0 C 0 p Cp '- 0 0 C r7o�� - �to U •.- 17 C II ?N o o E ) 0)t6 O II II �p II 0 0 -j 'X �wX II �^X II N0.-a)acL II 0 �: p O 0 O "= J V) I In L\i 00 V) 100 N Li.. 00 "x O 0 (n L - 00 00 J U -D: m U U U V) Li- 00 00 0+00 1 +00 FCC 3 TION 318 316 314 312 310 308 306 304 302 300 298 296 294 292 2+00 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorqan.com rm - /12/1 ,t ....:.............................:.... ERONICA J.B. MORGA ............... 77689........................ �,� •.c/ STEM: FSS�ONAL E' U) >?m O Y� N a -Y O]T F- T cmo .N c a�i Q cl `U r0 J J L .2 O �a m0 L L_ 0, 2 0 0 ul) c so OW c'Ln a v E to L rm m s 0 O � I Pz Q J vJ rLjLj V Lij V -,j li I Q) W J W LIJ PROJECT BENCHMARK: I I � •„mot 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 F.H. Assembly 221 LINEAR FEE-- STRUCTURAL BACK ILL Finished Grade Existing Grade Sta. =1 + 2.62 " San. Sewer /L= 305.57 I le 0 0 DIP L0 r- In In O) N O M O Lri O Lci O II J _0 II _J II .J II J 0 -0 LL in ILL. ILL. Li N L( U Cn N a) Ln i a� rn r ,c: Do a) + N + + J + U) II N II r II II N 0 V) N 0 41 (n 0 4-1 V) N 0 ) U — x0 LID `n X 0 d m U O X 0 m r- O X 0 I _j m !, �j ^ Ld m ^ > _0 .J ILL. -0 0) > J � J> � > V V- W > J Q) _ Cn � N m_ O V) Q > N U p _W _ Ln _0 P7 � F) Q 00 O v o0 -� I n N (qO d-0 CN a) (N O +r- a)O v)I-)m � C a' 00 N +N a)O 0 I�O� _ + Cc :+ _(D 1 C) +00 + + II +�� Nn=> N11 r3M��—�nIn ' II �� V) J 00 Ipl II N =� ki II vM?� V) II J M if 11 II J O V) a II L\L Do N V) \ w X 6 LL 00 V) a) LL 00 II O (n I II L\L DO N II � O x v�_ 41 V) L.L. 00 V) i,_. 00 0+00 1 +00 2+00 1 2+161 I II I I II 312 310 308 306 304 302 300 298 296 294 292 290 288 . 286 284 282 280 2+50 I � I L —w- _j =__=\V .. - 24-MIL i � 1✓ ! a £ 0 3 _ 24-ft + 24-ft 24-K 24-WL 24-WL . . 316 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 F.H. Assembly 393 LINEAR FLET STRUCTURAL BACK ILL Existing f-W . Grade Ines e rade 1.807% 0.158% %PIEWE aj 0 t N 0 0 0 cy AUG 3 1 0 0 ID II II II C0 EGE II 11J II J II J J J E E ja�33IN 0 LL LL (n ILL.ILL.0 a) LL O 0) + U + c O + m V) + Q U a� U + m C.) II V) II II (N \ II L in II (n II �- (n v V) (N o_ V) V) 0 6 x 0 x 0 O O 0) m x I —1 v W I� 88 J m > LU _ > _O '� m wN � '� > JJ �� > c —'^ I JE N —I �N (o Q MC0 d (n �O .� M a) m J � •- m m NQ> a� > O o +O C+LoN �t v 00 O DO 6oO_N\��; In (O No + IIO + l—N rn� + 0N II 0 + �J -} - ON + v C 11 M N N0 M M M � v V) Lci II IIO� V) o O6 N II N _0O a) V) II LL DO N If I J J V II LL 00 N II (n \1 II LL 00 N 0 V) LL DO � o V) II LL V I- Co V) "(O� 0+00 1 +00 2+00 3+00 316 314 312 310 308 306 304 298 296 294 292 290 288 286 284 4+00 4+25 0 Pow T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY *UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorqon.com rm jpF -ITT /12/t F ... . rF`�9 `P( .:............................... ERONICA J.B. MORGA o'.. ••776M ONAL --!m o� N-0 Mm I- T C� Ohm U .N C ¢� oU 0 ri L`N t0 O LL 5° em vm•5a _ �vV) 1 omo6N m� ow cv ohm J c 0 a� O LQ Q vJ r� V O I O J W Q WL5 PROJECT BENCHMARK: 3 31 3 3 3 3 3 3 3 2 2 2 2 2 2 2 28 0+00 JC ` , 1 1 0 0 0 0 0 9 9 9 9 9 8 8 2 .�JII N� M •c_�D—IItIIJ \,mv cC�DAt .MN •\-0IC-) os t 7� LNn -0 n •\.-0 M N M 2 N � II m In = a- ) Nd II - '— V)IIII roM � '►r 07�IIII � 9 5 LINEAR FEET STRUCTURAL BA KFILL 6 WATERLINE WL-F Exist ng 8" PVC (AWWA C900—CL200) 4 Grad SEE DETAIL SHEET FOR EMBEDMENT Finished rade Sta. =1 72.80 0 4" San. Sewer Sta. =2+18.87 F L= 3C 6.73 San. Sewer -0.284% /L= 306 25 Sta. =5 25.67 8 4" San. Sewer F L= 3 3.06 J La.' 74 4" Sam. Sewer ..00F/L= 302.58 642 O 0) 0o 00 r, 00 I- ri t\ co O O O O o O O O o o In o 0 O 0 -0 -0 -0 _0 _0 -0 0 -0 -0 -0 J -0n n n � V)L - LL- LL- ILL. ( ILL. � - a) LL 8 M (D V) U to N a0 N vO .O In o N n o i i i L> � 0 di 00 - c cD a) 0) a) cD (1) cu C + (n + + + + n + n + n + U 'L + + n 6 04 (U N � ILZ.oC) o— oa 0 0o_ ' o n (Al ON! o (n C, I n� Ul n V) n V)42 x x O 0 m Li0 L > _0 > LL > 8 00 m 0 0) to0r-NdLoO +00 DM00� o(D 00 52 C6 0-N DO �+O a ++ O II 06 O In o 0 0 0 o 0 0) In roJ JxI 6 -00 00 II (n LL 00 N n L.L. i II Ll- 00 N 3 4 1 +00 2+00 3+00 4+00 5+00 6+ REVIEWED FOR CO{ PLIAN AUG 3 12015 COLLEGE STATION ENGINEERING ,z pq T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 7784 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorqan.com rm - /12/1 ..................................:.... ERONICA J.B. MORGA ....................................... 77689 Q r °F c� ST .. SS�ONAL Lo >> In O Y� N� Ym H C=7 rnmY � •� C U U QQ oU 0 r L r` o O N a000 LL- c0:'o �9 n 1 a) omgLo !` a . O �a°'oo 0W Q f..7�Zr., Q m In E c 0 0 Q vJ I rLjLjr^^ V WL6 J cO1 V J W � Q W W Z 1 +00 2+00 3+00 4+00 5+00 6+ REVIEWED FOR CO{ PLIAN AUG 3 12015 COLLEGE STATION ENGINEERING ,z pq T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 7784 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorqan.com rm - /12/1 ..................................:.... ERONICA J.B. MORGA ....................................... 77689 Q r °F c� ST .. SS�ONAL Lo >> In O Y� N� Ym H C=7 rnmY � •� C U U QQ oU 0 r L r` o O N a000 LL- c0:'o �9 n 1 a) omgLo !` a . O �a°'oo 0W Q f..7�Zr., Q m In E c 0 0 Q vJ I rLjLjr^^ V WL6 J cO1 V J W � Q W W Z 995 LINEAR FEET STR U CT RAL BAC FILL WATERLINE WL-F 8" PVC (AWWA C900—CL200) SEE DETAIL SHEET FOR EMBEDMENT F.H. Assembly Finished Grade .--Existing Grade F.H. ta. =6+2 .92 Assembly " San. S wer 4" San. Sewer L= 301.58 —1.316z -- — Sta. =8 98.68 4" San. Sewer law L= 299.06 ftmwm- -0 _0 _0 0 -0 U "0 a "U Ln 2 V) (n v) N V]70 N N N U •� '0 0) 0 � O � � � `� N 1,— O O N 0 • V .- 00 U -0 O) 0 � U L0 • 00 � (N a 0 U)Oi 0 Cn 0 U) CIS O 0 I� r7 0 C;� (0 r7 Ln � N a) Ir 00. a) L> a) 4 n N ._ U O O 0 M O 0 Ln -.4-a) 00 N n O N OV) O.0 +p +O� +O� +per O.0 ON +O U O.0 II N I II\ L II N II II II N II\ II N II\ II N II\ I '- II V) I N II\ II II to I II cn J •- J J J .-- J 6 J— J J r 0 - J LL. LL. N v) LL. -CN I V) LL. .- v) LL. V) li LL. v) LL LL. .- 1" M O r O 6 N x ^ m N x O m ^ J 88 m J - > J L0 0 V-i E N ILL. > `. rn > a� a> > d 0 N> Q a) N p m (.0 4)Q> 00 N~ N 4- a) 00 + 0 r- — 00 N O O N H C N C C �C' + _ II OF�-—� +O OM co O? 0 00 .- 11')+ 0 r- � -0 rn 1Mple 00 II _ 00 O Pr)O .— > N 0) ri Ki II- _-� �0 — M o II V II 00 II N N Lp II II II �p v) wx (D oo i,_ co II II v) J 0 11 LL 00 N to J x LL_ 00 0 N x 0 60 ii co )x 7+00 9+00 arm Illllj Sta. =1 + 10.14, F/L= 297.46 " 8"x45' M.J. Bend L N . 1N +10.1 - — \SO,T �I . < , m l x —. Sta. _ ' FL= �I 8„x45' I I l MOW= RWR�N] l e l I 14+00 H-- 84VL 0 0 al b '"j Li �1 Im >.N �� ® Sta. =0+ 10.00 (WL-J) =Sta.=14+35.75 (WL-A) F/L= 297.84 8" M.J. Tee M.J. Gate Valve & Box Contractor shall stockpile and protect top 12" ' (organic material) of soil from the Waters of the US area for later use. Contractor shall istoll 8" waterline across Waters of the US with as minimal impact as possible. Final backfill layer over the waterline at the Waters of the US area shall be the topsoil that was originally stockpiled from the area. 316 312 314 310 312 308 310 306 308 304 306 302 304 300 302 298 300 296 298 294 296 292 294 290 292 288 290 286 288 284 286 282 284 280 10+00 10+25 WATERS OF THE US SEE MOTE BELOW 00; I o € nch 30 feet Sta. =1 +63.14(WL—J) I I 1 =Sta.=15+84.20 (WL-A) F/L= 297.26 Sta.=2+92.13, WWI I I 8" M.J. Tee F/L= 292.28 I I 2-8" M.J. Gate Valve _& Box " ":\ - 292.19 8"x22.5' M.J. Bend Sto.=3+05.94, I 1 in -- -- �+ _ -� . ,, - -- - - -- 8 x 1 1.2 5' M.J. Bend I I I a-rrtl11111111 �\\�:. 8-1ML� 3�0 A I I I i ..ate, j �� 4'435 +96.01 I e -t - �� 4+00 I I I )7.51 tO A.J. Bend s _ N�' \ \ I Sta.=3+59.19, I I _ F/L= 291.84 - m...........= _ 8"x45' M.J. Bend Ffu �xo >!V - Sta.=4+25.37, Connect to - Existing 18" RCCP WL I 18"x8" M.J. Tee' I 1 = 18" M.J. Butterfly Valve and Box I - WATERLINE 14IL "'j4wE _ 8" M.J. Gate Valve and Box i I 2 18"FL=291.00 (Assumed) 1 I 8"FL=291.42 (Assumed) l I I I 01100, " \`\\IIIIIIIIII111111111111\ I \\� I IIII1111111111 1111\\,\ g .,tea .,......... 415 LI EAR FE STRUCTURAL BAC FILL CAUTION: NO WORK SHALL COMMENCE IN THE VICINITY OF THE EXISTING 18" RCCP WATER LINE UNTIL A MINIMUM OF 48 HOURS NOTICE HAS BEEN GIVEN TO THE CITY OF COLLEGE STATION WATER WATERLINE WL—L/ UTILITY DEPARTMENT. The TIE-IN TO THE 18" RCCP LINE IS REQUIRED TO BE A NIGHTTIME OPERATION IN ORDER TO 8" PVC (AWWA C900—CL200) MINIMIZE WATER OUTAGES. SEE DETAIL SHEET FOR EMBEDMENT WHERE CONNECTING TO EXISTING RCCP, THE BID PRICES OF MMEMMI THE QUANTITIES SHOWN SHALL REFLECT THE REQUIRED APPURTENANCES FOR THE CONNECTIONS. ALL REQUIRED APPURTENANCES MAY BE PROVIDED BY HANSON PRESSURE PIPE, INC, AND CERTAIN ASPECTS OF THE WORK WILL NEED TO BE COMPLETED BY HANSON. Hanson Pipe & Products, Inc., Pressure Pipe Division, P.O. Box 569470 -- Dallas, Texas 75356 Tel 972-262-3600 Grade THE CITY INSPECTOR SHALL BE PRESENT WHEN TIE-IN IS TO BE MADE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO Grade VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. --0.379% s I' P L.I ' CO L.!STATION Cn o o O ESi NINE RING aN c ' II p+ to II. 14 II J GOV) 0 — —(i.F 47X LO N 0 N V) 01 + U II � N C; V7 N x O m x O x O 0 y, -O x C O m m 0 m 8d Q 41 N J O > C ^a 3:Lo > _0 �O 0 > _0 C UU N 0 C 0 C �N �00O 0 �pp 0-� m Via)? m v C 4= vQ � O a)> �� ~ O�� a O O�m C6Lo Od (0m r0 +N DO NNE 0)00 "tm �x N00?m 0O0N 0,�. � +tea)~ O II t o II N ? (3) +0) ON 11 r' � r +a) ,--N II � � � LO +�Q)~ r II LC) II N ? d- a) -I- NNLn II C:) C g + MNN II Q)Ln r- L0 + �N II ? II=?�N r- � c� NO) 1 O II �" V) N II p II �wx � II d ��x O o II N �w N II N II II N X 6 II � C) J �- - - LL_ CO V) II L� 00 N V) l� 00 V7 L� 00 v) I II L� oo N 41 V) \nx (n L� 00 lL 00 to \'x Li 00 (A LLJ 00 00 0+00 1 +00 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 2+00 3+00 4+00 4+50 ■ T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING ° HYDRAULICS HYDROLOGY *UTILITIES *STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorqcn.com rm - /12/1 ..*..:.............................. *. ERONICA J.B. MORGA •,!f� 77681 •. F SS10NA1 E ' U-) 3 -5m N� Ym N� �. DN=� QQ vU 0 ri c O a O� t0 LL_ �m;o� �vV) 1 0 Ln " L (D Q Uwvv a� LO o-tm E 5 C 0 Q `•' J L J LV (O� V J W � W Q LJLJ WL7 PROJECT BENCHMARK: N M CD 0 co x Q T 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 %% 2, F/L= 297.34 ksembly Valve & Box ♦ ♦ u ♦ ♦ r ♦ ♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ 4 ♦ 1,118 I N EAR F ET STRUCTURAL BAC FILL WATERLINE WL-G 8" PVC (AWWA C900-CL200) SEE DEWL SHEET FOR EMBEDMENT Existin St . =0+65 00 Grade an. Sewer —0.054; F L= 303.0 Sta. =1+ 0.20 FinishEd 4" San. Sewer Grade = Sta. =1 I-74.59 Assembly 4" San. Sewer F/L= 300.90 Sta. _ +27.25 Son, ewer F/L= 299.85 Sta. 3+05.76 zsr „ SGn. Sewer F/L= 298.28 ta. =3+4 .91 Sta. =5+82.58 " San. Sewer San. Sewe 294.02 F/I-9q7.,57 4" F/L= - 1.o75% Sta. 2+49.56 4" Scin. Sewer 17 N 00 d- 00 N O � Lq O 00 M 0) N N O N N II II I II II II II N II m J J J J J II J II J J II J II J N � LL.N N Li N lL N N Li N Li Li V) �- [n O -O 00 O 'O -0 N -0 .4-0 NO qt O O N -0 O O 0) -0 a N U Na to • ( N.o N O O Lri ► Ni L(iN>0o .0 + M + — + O) + + + ULn U N + Ln0) n D + cn II II I II 10 N II N (n LL- cn cn cn N U) \ \ v (n N v (n N _ N N o (n N 1,0 v a N (n a U) v (n -- a1:1 (n .- o a N a (n X 0 m x N m > 1 J N > qt a) � D C 0) O L� N 04 > a� > O � Q > O +tn �O �Nm ��m cow �+� + II O n 7 t0 00 N (n o in rn + rn N + 0)g + — CV II '- CD •- M N O 00 II �� M 00 M M 0 0 M N II I II � d __ Lo N v (n J \� I II II L.L.00 N Gi II ai II II II II II J \�x (n I.,_ 00 v "� (n N"wX � ao (n �x -00 E co II LL- 0+00 1 +00 2+00 3+00 4+00 5+00 6+ mmmw= /sm REVIEWED FC�F� OLrANC5' AUG 3 12015 COLLEGE STATION ENGINEERING PROJECT BENCHMARK: / a^Rv 100, .01 'J. ♦ 1 ♦ � I ♦♦ I %18leol m ♦♦ o % ♦♦♦♦ ° \" , I I PUE AT BACK PUE AT BACK I - - - - _ - I I OF METER — OF METER _T — — — < I/ DOMESTIC WATER Zt DOMESTIC WATER METER (TYP) METER (TYP) I I SEE B/CS Std. SEE B/CS DETAIL W7-04 DETAIL W7 SEE B/CS Std. DETAIL W7-00 1.5" 1„ COPPER COPPER COF PIPE PIPE R WATER MAIN TYPICAL WATER MAIN WA TER METER CONNEC TION DETAIL S 'ATER vAIN ,118 LINEAR F S RUCTURA BACKFI L WATERLINE WL-G 8" PVC (AWWA C900—CL200) SEE DETAIL SHEET FOR EMBEDMENT Existing F.H. Fi fished Grade Assembly bta = Grade 30' HDPE ST RM DR IN F/L= 297.71 Sta. =9 49.14 4" San. Sewer 4" San. Sta. =8+ 6.49 Sewer F/L= 298.08 St �� . =8+34. 7 ewer F/L= 296.89 4" San. = Sta. = 7 . F L= 29 4" San. Sewer 4" San. Sewer F/ = 291.3 .35 F L= 299.4 F/L= 291.92 1.193% 7 comp AUG 00 r � 00 (00 rn `t 0; o C i� G d7 a) O) a) a) a) 0) m N O n pp�� E N G I N N N a� m -o -a p J -0 II i o -0 II J II J -o 0 II J -0 II 0 _1 II J II J lll� LL N (n LL N N N In �- (n Li- N Li- Cn LL [a LL N O L L r- O O U N U 0) v o DO rn a o O O -a r- o_ m U v 0) t\ •U �- O -off o Ln I� ,U Ln I� o M ,U M r O N - o rn_0 0 rn ►'� > N 4 CO � CO N n V) � d 0) L d 4> c0 N O 0) In M N c0 O N C +O U .- -I- �fi + +0) N +a) c0 +N ry r + +� N N +� N It I� 00 U v ON U •L +� + + U •L O U •�- O II N II \ N II \ it II LL L_ II In II L_ II V II II '- II U) II ai II -a N II \ II II II N \ II N II N \ II N II \ II II In II In II " 6— 0 '- 0 p ' J ( p +• J a �-� J +• J \ O 0 J .--- \ p_ «- _I \ 0— C) 0 0 0 0 0 0 0 In Vl N N In LL in In r- (n LL N u- V) c L.L. «. (n (n a (n .- (n (n (n (n CV (n N It 00 X Ln X O O in N m— rji C� I � J E J N L� I"i N o — N Q> r7 N .= M "0 � m Ln 0: 0 rn > O 00 +. O~ _ c"' �0?cc)m cy) N +00 N O 0 0 N + + 00 OO H t0 n 0) m N N N O O O rn N N 11 Q _ ? (p N J Ln cc N to N r N 00 N 00 N of N of N II Ncn II � lL (n 00 li UJ (n LL 00 li ii LL In 00 00 II ti Li In LL 00 N 00 7+00 8+00 9+00 10+00 11 +00 312 310 308 306 304 302 300 FO R NC , JgW15 STATION ERING 292 290 288 286 284 282 280 11 +75 �j T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN do DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com rM ft-- /12/144, E OF TF.9 RONICA J.B. MORGA ....................................... 0 %. 7788' p , 1 ON AL 6' mm LO N � Ym H cn T� U 0 Q N C N 0 oU 0 of ' c L wo 0 a ;�aaoo LL 'vm:eorn '.0 V) I Q) G m O In f` .a n — of — ' V Q v .t-..n. Ln �a 0 In c J V) 0 .V) 0 vJ r^ V I O U J W � W Q WL9 PROJECT BENCHMARK: 312 31C 30E 30E 304 302 30C 298 296 294 292 290 288 286 284 282 280 i j _ I Ll I I — I Sta. =0+10 (WL—H) =Sta. =8+12.43 (WL—A) F/L= 298.77 8" M.J. Tee 2-8" M.J. Gate Valves & Boxes 1= I It a = Sta.=5+83.7'6(WL—H)I =Sta.=9+90.67 (WL—A) - F/L= 298.94 - " 8" M.J. Tee 1-8" M.J. Gate Valve & BI - i I I I �I , ��/IIIIIIIIIf��Allllill/ I (AWWA C900—CL200) SHEET FOR EMBEDMENT,. , 40 JAP Sta.=2+29.13 ` ' .x F/L= 300.84 ' 8" 45' M.J. Bend s s / Std. Fire / Hydrant It / le Je*� a / 'k bA 74 LWEAR FEET STRUCTURAL BACKFIL WATERL/NE WL-H 8" PVC (AWWA C900—CL200) SEE DETAIL SHEET FOR EMBEDMENT Existin F nished Grade rode 4" San. Sewer " San. Sewer F/L= 299.97 /L= 299 95 Sta. =0+120.68 Sta. =5 73.76 8" San. Sewer O.g45% .8929; 8" —San. Sewer F/L= 293.46 71F/L= 294.17 00 0) 00 N O O O N O N O o II J -O it J II J -O II J IL (n LL- O LL. (n L� O U) O .V n (c) -O O o0 O) O ,V (0 Cn W L NV) T T 00 + CN (1) in �t + 0 U 00 + O In N + II N \ II t- V II (V \ II o- o o� o U) V) V) X . d m a - _ > I J > I v > N t\ 7 d. m— > m 0 m 3: n O > O O O ~ 0) 00 IN — N O 0) a)WCDN-3 +00 0 n N rn � O + cn +� }O NCN II �- +'a). cn II O 00 X N N M M O. a) � m M M O M II\ oO cnO II O 6N\: N 1 II L� 00 N m 6 - L. tJn Li 00 ; N c0 II L00 0+00 312 310 308 306 304 302 300 298 296 294 292 290 REDO FOR C PLIAN 288 AUG 3 12015 COLLEGE STATION 28 ENGINEERING 284 282 280 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION. TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY *UTILITIES *STREETS SITE PLANS «SUBDIVISIONS www.mitchellandmorgan.com rm#F-144,2 /12/1 ............................... RONICA J.B. MORGA ...................................0 77689Q SS/ONAL E' 1 O..Y� N H =U' )T CFO .N C iV QQ vU ri L` N Co 0 ma. �0 9 V) u n N o°'0 0 0 ua�crp 0 m E c 0 0 Q vJ 41 I W J J rO` V J W � W Q 41 WL1 0 PROJECT BENCHMARK: 8 .. , r N e f fi 1 may` \✓ 'r�•,`' \do,_ -- `'\, r• ll or // = Ile _ y ' .�' ° �" ` a < .. ',� <4 / \ ♦ ! M ''a � t oI I Scale: ' ` \\ r \ ♦ 81 1 PG - 30 f ` 3 oo r1 inch 30 teat yob O :aa% SD -A STA 1 +25.37 \ /O ,+ , T/BOX 301.88e/ 5' STD RECESSED` CURB INLET ! ` •* - :` ' ✓"F'� 18" FL IN=297.61 `� \ 4" FL OUT=297.01 ♦\`t '� C-1 STA 26+28.56 ' ,,,..�� \ \ ti, 2 C-1 STA 25+48.56 ! i �L� f♦ \., k 2-6 x5 RC BOXES r.. 1 ' ' FL OUT=294.5FL IN=295.42 �.. �;' / ♦ \ 2-6 x5 RC BOXES =.� O NA ....,.,,,-.,N 1,� k <t = . �, v. - - , . ` .;,, rr. ' pm `,f;�i �•_a.... „-;r�� - V �«d^�"' .,,,,,.. h'7,77 10 y ri 1 1 1 1 1 1 ► " i. 0 30 $�0� �J� SD -A STA 0+ 12.50 fox ♦ o o\ ow / y T/BOX=304.09 �\ y r,A ° \. r . / oo; � �Y 10' STD RECESSED it f - P 0�0&�... CURB INLET r \ ;..i.�\ SD -A STA 2+27.48 �" .o o �. ` \ -' o, 18" FL OUT=300.43 'i Q� 4, �' r� ,. CONNECT 24" RCP r % % 1 .�`\ `, I ``� `\•\ \- ,... 1 t �F i\ _ TO BOX CULVERT 4" / :�-='" ' `• �� \ °. ' ,1�.. < k - 1 1 \ 2 FL OUT 296.52 'do, A O • o t 0, s \ ,, 'VI• 00 �` \\ a 1 ✓ �� µre / i -\ f��`•" „ x r- / r+ixa''3wr "+roe xrc ra """"- ,.7 -''"p ,„^" ' t # / /, ,^'• '^G g 1 'A 00 100\ w /tl f . ` .. f d r° .O� - •On `f.�` � `°'=l\ , \ "-" ' �; 4 'O_ � . / /i r � � r � r "' 1 I - t x �. <. £ 1� J ._. � � I � ¢�: � 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 SD -A STA 2+27.48 SD -A STA 0+12.50 T/BOX=304.09 CONNECT 24" RCP 10' STD RECESSED TO BOX CULVERT CURB INLET 24" FL OUT=296.52 18" FL OUT=300.43 SD -A STA 1 +25.37 T/BOX=301.88 5' STD RECESSED CURB INLET IN05 18" FL IN=297.61 24" FL OUT=297.01 IN06 E ISTING UKAUL PROPOSED --- --- - ------- GRAD GRADE \ 103 7� 1p Of RCP 1 99.61 LF of 24" RCP ®-0.5007 1 I Sta. =0 66.23 1 8" Water ine F L= 29 5.30 1 1 1 V Ste. =0+66.24 8" er Sanitary Se STORM DRAIN LINE SD -A 18" & 24" RCP (ASTM C76) SEE DETAIL SHEET FOR EMBEDMENT !2 N t0 O to O 00) rn O00 ^i Cni a0i rn a) M N N N N N N 1 +00 2+00 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 2+50 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 GRATE INLET SIZE IN 11 *V5736 IN 13 * V5732 IN 14 *V5736 IN 15 * V5736 IR11C *1/C70C !N 17 * V5736 IN21 * V5736 C-1 STA 25+48.56 2-6'x5' RC BOXES FL IN=295.42 C-1 STA 2-6'x5' FL OUT=294.51 26+28.56 RC BOXES PROPOSED GRADE 80.00 RLF (EACH) of 2'-6'X5, EINFORCED CONC 8OXES 1,135r I; II EXISTING GRADE � v 8 Sto.-25+74.18 SS II F L=292.77 Sta. =25+9 .68 8" Waterline F/L= 291.6 CULVERT C- 1 6 x5' RC BOX (ASTM C 1433) SEE DETAIL SHEET FOR EMBEDMENT 14 n 00 O) N � n 26+00 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 27+00 ti rs I t �z as1 t fj p I f f SD-B STA 2+91.72 = / F 1 inch 30 feet q ( SD-C STA 7+73.81 T/INLET=303.45 �� E - µ - 10' STD RECESSED SD-B STA 3+92.90 ?a n ;' '' i` CURB INLET STD 30" S.E.T. - p �' "`---• 30" FL IN=299.18 30" FL OUT=298.36 30" FL OUT=299.18,.,"� © f� 77C� ~` t / �_` - �3p3 Opp C-2 STA 27+89.01 ( C-2 STA 28+40.74 �� , // 002-36_ RCP F d 2-36_ RCP FL IN=299.65 / Y :t FL IN=298.88 27+50 t t \ 0290 OQ' r1 1 1 1 I I 1 1 1 1 1 1. ''` �� .30S 3 `3 3010.Q�� "� o t. ► 1 ';, O. \ -- •O 03GO o 1111 1 °. ,'. �.. 304 0\ O. w��00 00 SD-B STA 3+30.46 w 07 T/BOX=304.12 STD 36"JUNCTION BOX 30" FL IN=298.89 \\ \ ♦� ° ` 4' 30" FL OUT 298.84 \ ♦ ..4 "'",,�."'`x�_ t.�' • _ t '� �.,,%. re \\ / .\ Y I i w t. \( � � A e ggf Tom..*,. -f � $'j^j •�" p� .VI 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 f SD-B STA 2+91.72 = SD-C STA 7+73.81 T/INLET=303.45 10' STD RECESSED CURB INLET 30" FL IN=299.18 30" FL OUT=299.18 SD-B STA 3+30.46 T/BOX=304.12 STD 36"JUNCTION BOX 30" FL IN=298.89 30" FL OUT=298.84 SD-B STA STD 30" 30" FL OUT=298.36 3+92.90 S.E.T. IN09 PROPOSED GRADE JB0 EXISTING GRAD ------------------ 35.77 LF of 30- RCP, 0-0.800% 51.86 IF of 30" RCP 0 -um, - STORM DRAIN LINE SD-B 30" RCP (ASTM C76) SEE DETAIL SHEET FOR EMBEDMENT 00 eF M a) N 12 aD N II li 1 OD N 1 ii 3+00 4+00 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 4+60 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 C-2 STA 27+89.01 C-2 STA 28+40.74 2-36" RCP 2-36" RCP FL IN=299.65 FL IN=298.88 GRAD 51.66 ® of 2_36" RCP EXISTING GRADE St 8" F/ . =28+ 13.83 Waterline = 297.32 8" F/I.= Sanitary Sewer 294.33 STORM DRAIN LINE S0-C-2 36" RCP (ASTM C76) SEE DETAIL SHEET FOR EMBEDMENT to CO N IEW M PI O 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 28+0 AUG 31 2015 28+87 COLLEGE S W11 ION ENGINEERING T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CML ENGINEERING • HYDRAULICS HYDROLOGY *UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmoroon.com rm - /12/1 ....................................... ERONICA J.B. MORGA ...................................... 7768! Q:•'� FSS/ONAL E�' O..Y� N� Ym C9 p_i a] U .N C N O `U C >` oO O N LI_ & . 9 - � v V) I -I, Q VC v%miO 6w ct0 U'a�av 0 1u V V r .5 C O a� lO Q � r ^ v J I J 0 O O V S � � � Q � " J D PROJECT BENCHMARK: GRATE INLET SIZE IN 11 * V5736 IN 13 * V5732 IN 14 * V5736 IN 15 * V5736 IN 16 * V5736 IN 17 I * V5736 IN21 I*V5736 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 SD-B STA 2+91.= SD-C STA 7+73.8181 T/INLET=303.45 10' STD RECESSED :,. CURB INLET . �. ^-� 30" FL IN=299.18 S130" FL OUT=299.18 _ \ o.. sA m Ar e 30` ' .�,............... 500 :.. �..:..... 0 �3.... 6 00 o`er, ck0. wy: co 3os 00, I i '' ' SD-C STA 5+78.95 I _T I I T/INLET=304.70 10' STD RECESSED SD-C STA 5+01.50 T/INLET=306.60 36"X36" STD GRATE INLET 21 FL OUT=300.92 CURB INLET 21" FL IN = 300.36 30" FL OUT=300.11 SD-B STA 2+91.72 = SD-C STA 7+73.81 T/INLET=303.45 10' STD RECESSED CURB INLET 30" FL IN=299.18 30" FL OUT=299.18 IN11 EXISTING RADE _ IN10 PROPOSED EXISTING GRADE 74.59 Lt= of 21 " RCP 0 -0.750% 185.65 LF of 30" RCp 0 -0.5007 Utc. =5+44. 8 8" Waterline F/L= 298.67 STORM DRAIN LINE SD- 21" & JO" RCP (ASTM C76) SEE DETAIL SHEET FOR EMBEDMENT REVIEWED RLIN FOR AUG 3 ? 2015 C LLE "E STATION N co O rM co O M O M O M W N N ai N II J li II J ILL. I II J U- II J ILL. II J ILL. II J ILL. 5+00 6+00 7+00 8+00 9+00 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 10+0010+20 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY s UTILITIES • STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmorgan.com rm - /12/1 ERONICA J.B. MORGA ....................................... S 7768s SS/ONAL Ems' m O..Y� Ym H� >, C9 v+ m U C N Qc oo 00 c 0 LL_ 3 3 a o .0 f0 cr O •C M m C O eaomm U W 'v "L' fn. N ^L.. pLo �m LL V O J 0 O Q N� Lij I Q J J Lz 0 Q O U Q Q W co PROJECT BENCHMARK: GRATE INLET SIZE IN 11 * V5736 IN 13 * V5732 IN14 *V5736 IN15 *V5736 IN16 *V5736 IN17 *V5736 IN21 * V5736 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 282 280 SD-D STA 10+77.50 SD-D STA 1 1 +00.81 T/INLET=310.72 T/BOX=310.41 10' STD RECESSED ; 30" STD JUNCTION BOX CURB INLET 21" FL IN=306.40 21" FL OUT=306.50 21" FL OUT=306.30 IN20 I ISD-D SD-D STA 13+84.74 STA 15+11.34 JBO T/INLET=304.09 T/INLET=303.01 36"X36" STD GRATE INLET 42"X42" STD GRATE INLET ----- --___ 2-21" FL IN=300.29 2-21" FL IN=297.87 _ - - " 21 FL OUT=300.19 30" FL IN=297.31 30" FL OUT=297.21 SD-D STA 16+21.74 -` STD. 30" S.E.T. -- _ XISTING 30" FL OUT=296.41 19.56 LF SD-D STA 14+86.86 ..- -- T/INLET=301.73 -0.500 -_ � 36"X36" STD GRATE INLET 21" FL IN=297.92 IN 22 _ _"`` 30" FL OUT=297.42 "►...,,`_ RADE `\\ \ 280.60 � tfi of 2?� ``'".. � '--, IN14 JB04 RCp 0 \ -2-141 ,V Sta. =1 1 + 12.30- 4" Sanitory Sewer"�.,, ,, _ �-...� F/L ' 303.11 Sto. =1 1 +61.84 \� 4' Sonitory Sewer •..,,_ - _ _ F/L= 302.15 Sto. =1 +05.31 4" 4" Sonitjory Sewer �9$ - of " Sewe "`►�•�� 2.32 4¢ � Sonitory F/L 300.12 Sto. =1 +04.33 30 RCP �'---- ------ 4" Sanitary Sewer -0.500 99A2 • LF Sta. 3+57.74 of 30 RCP '0 -0.7707. - = 4" Son tary Sewer F/L= 298.23 Sta. =14+2 .86 �\\. F/L= 296.9 to.=14+68. 5 \ " Sanitary Sewer L= 296.01 i STORM DRAIN LINE SD-D 21 " & 30" RCP (ASTM C76,j' SEE DETAIL SHEET FOR EMBEDMENT i i O O O n O M to C1 O O N N N tC t0 O O t0 O to O d O M O tV O O O O O O O O Of O a) O to t7) M M M I M M M M M M M tV N N 1 N N tV tV n n u n 1u u u n n n iu n n u u u u 1 1 +00 12+00 13+00 14+00 15+00 16+00 314 312 310 308 306 304 302 300 298 296 294 292 290 288 Z FORG 31 2015 E STATIONINEERING 282 280 16+80 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN do DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS + SUBDIVISIONS www.mitchellandmorqan.com rm �F gr - /12/1 ....................................... ERONICA J.B. MORGA ....................................... .p :, fJ 77689 STE��, ONAL E' m 0 N� Ym H T o+mY C=9 cn C N QQ LU of c G IN 0 a L 'aOc Lm a1 Q�NM (D omomm L a o m owct0 .. at Lo v c J c 0 a� O Pz Q I LZ O U Q 0 � � Q � vJ W LQ SD3 PROJECT BENCHMARK: GRATE INLET SIZE IN 11 * V5736 IN 13 * V5732 IN 14 * V5736 IN 15 * V5736 IN 16 * V5736 IN17 *V5736 IN21 *V5736 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 SD-E STA 17+52.50 T/INLET=306.33 10' STD RECESSED CURB INLET 24" FL OUT=300.50 SD-E STA 17+77.62 T/INLET=305.26 30" STD JUNCTION BOX 24" FL IN=300.38 24" FL OUT=300.28 IN19 22.21 LF If 24* RCP 8-0.500X J t- , SD-E STA 19+47.17 T/BOX=304.00 30" STD JUNCTION BOX 24" FL IN=299.44 21" FL IN=XXX.XX 24" FL OUT=299.34 if ISTING 167.92 LF of 24* RCP 0-0.500% Sto. =1 +30.76 4" Soni ory Sewer Sto. =1 +79.55 F/L= 237.63 4" Sanitary Sewer Sta. = 9+32.22_ F L= 29 . 33 4" Son tary Sewer F/L= 96.58 Sta.=19+96.93 4" So itary Sewer F/L= 291.53 143.80 LF of 24* RCP o-0.500p, SD-E STA 20+94.05 T/BOX=303.07 30" STD JUNCTION BOX 18" FL IN=299.13 24" FL IN=298.63 30" FL OUT=297.83 SD-E STA 21 +44.56 T/INLET=301.79 36"X36" STD GRATE INLET 24" FL IN=297.64 30" FL OUT=294.26 X STING GRADE 46.88 LF of 30" RCP o-0.50ox Sto. =421 +21.12 8" Wo erline F L= 295.78 Sto.=20+52.89 4" onitory Sewe F/L 292.15 STORM DRAIN LINE SD-E 24" & 30" RCP (ASTM C76) SEE DETAIL SHEET FOR EMBEDMENT Sto. =21 +31.90 6 onitory Sewl F/L 292.69 -I i� £=ri ♦ 1` r } ,mot J .. .. ... ... .. ..... 167.45 LF of 30* RCP o-0,523X STD O M1130" FLOUT 293.38 II O 9 Ca I� N r� 1O d' M M O T.W N OD 0 0 0 0 0 a; 0 0 a; 06 • rz M M o O O o rn rn rn rn 0 rn rn rn c rn rn rn M M M IM N N N N N N N N c N N N 11 11 11 11 11 11 11 n 11 11 11 11 n 1 11 11 u 12 12 [i 12 a! a! ii G� a! 1J ii IJi G e e 12 18+00 19+00 20+00 21 +00 22+00 23+00 314 312 310 308 306 304 302 300 298 296 294 292 290 288 286 284 23+50 In In In In O O M O p O r 17 Oo r7 rn r M N N to F-) N N REVIEVVED FOR C MPLIA AUG 3 1201 COLLEGE STATION ENGINEERING I_ ti- e T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN do DESIGN SPECIALISTS IN CML ENGINEERING *HYDRAULICS HYDROLOGY *UTILITIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchallandmorgan.com rmr-1441 /1z/, OF TF�-9 �pqE ............................... *. ERONICA J.B. MORGA ....................................... o .'A 77689 Q '� ........ Ems\? AL Nnmm H T 0 W �a O a000 LL a�yMrn N omc�n L JCL aim c co OW c,=n � o�m n E c s c O a� O •:- (n I L oov S � � � Q � W � W I - � � I" '. ' I � -- � � I � - � 1-- . . , . . ", '/�" / , " ' I c I � , X., - ----- ---- - ---- , - � I I "I I , - . , - / ; � - ------ �� , I /� - — - - — - - — - - ,-- �:� - I i , ,- ? � I � I I . I � — — ��' .a-- — -- -... , � I 11 I - , � I � I I - . - - . - I - , .: - - I I � � � � I - I ' � . 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COLLEGE STATION, TX 77845 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY *UTILITIES *STREETS SITE PLANS *SUBDIVISIONS www.mitchallandmorgan.com " ' ' " - '--' I /1 2/1 r I i;....4 , -O.F.4F .- o�'.. . -": . * *.- . . * : . * .................................- w .... RONICA J.B. MORGA ................................... off;, p_ 77689 ,c�j.--' '...' .1;p'. I ��-'- -----" - f - �u 7� m '3 LO , --.)c3 --.) o .. i�3 04 cis -0 . ym F- -0 (n Z3 C 0 M (F-21 =) C 0 � < , w 3:,-Q- A a " 0 � 1; L: § �G 0 -g.x - - w .30-00-0 t� (0 LL- , ..a 0C) -� vV)- M " I -0 .s 1. CO;9 !2 a) a Ln .a,- . L- 0 Ck. 0 r_ T 0, 0 =0 r 4) 0 a- 0 a W) :5 m t� r, 2. - (I) L- a W f'10 m= 0- E 10 r - 1) I U) I- 0 T . > 0) (if I I I I I Q) I V) �J LQ :� 'i -_Ij QL (z) Lr.. C) k :1z< Ltj kz Qr' :z �—' SD5 . 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Ct' e , - ' - ��° � ~`\ � x'° •! ds`"` \ sue\ \\`\; 3' +td tea, �.„„..r " � I RY € i E 1 < , , . �s.A3 \ d b Oq �7 4 (', 11 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES *STREETS SITE PLANS • SUBDMSIONS www.mitchellandmorgan.com rm OF.., rc��,9 -Iq /12/1 • � •'•wit 4�' it = .. ERONICA J.B. MORGA 77689 �SS�ONAL ECG' Vt U')� �m N� mm S, p_fmY C� c QQ vU 0 S` a o 0 a LL va«ern 1, = omo� m cc, — o owcyn dViva... ^� C in I L E -9 0 O N Q I rW J � O Q Q O W � W O � Z SD6 PROJECT BENCHMARK: 7r, --. - - — -.-. TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS #3 Rebar ® 12" Centers Centered Within 4" Concrete (3500 psi) —Backfill I I=-III-1111 II--III=1I1 I�=III .. •., .,.. BackIfiIlI l Wood Float Finish 4" Thick Concrete IIII I II I I -III=III=III I I 2" CEMENT STABILIZED SAND Prepared Subgrade OR LIME STABILIZED SUBGRADE ** Heavy Duty Sidewalk shall be 7" Contraction Joints ® 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL NTS SURFACE MOUNT BIKE RACK n BIKE RACK DETAIL NTS -- — New Concrete I Existing Concrete Proposed Reinforcement See Detail Match thickness to existing concrete Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) (Epoxy per TxDot 5016) CONNECT TO EXISTING CONCRETE DETAIL NTS SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail / for diameter, length and spacing (GREENSTREAK G—SEAL 626 OR APPROVED EQUAL) (3/4"x18" ® 12" O.C. for curbs & concrete pvmt. Install per Manufacturer Specification 3/4" (1/2"x18" ® 12" O.C. for sidewalk) BACKER ROD See Pavement CENTER IN SLAB Detail FIRST POUR SECOND POUR CEREMAR FLEXIBLE FOAM 6" I— 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3. GREENSTREAK G—SEAL 626 MODIFIED PVC MATERIAL AND CERAMAR FLEXIBLE FOAM IS THE PREFERRED MATERIAL FOR THE EXPANSION JOINT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. EXPANSION JOINT (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) SEAL W/ EXPANSION JOINT MATERIAL (SONOBORN SL-1 OR APPROVED EQUAL) Install per Manufacture's Specifications 1/8" to 3/16" Min. Depth = T/4 1-1/2" for Sidewalks See Pavement Detail LONGITUDINAL REINFORCEMENT (See Detail) CONTRACTION JOINT (15' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) **Contractor may elect to stabilize limestone base prior to placing 2" HMAC in order to provide fire department access. Stablilization methods may include 4', chip seal, 1 course surface treatment, or other options meeting fire department approval. 1 'Std..Spill Curb ------------ .. .... .. NTS REVIEWED FOR `L, SEP G i 201 COLLE13E STATION DEVELOPMENT SERVICES PLAT FILED: ®* I 1 T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77945 PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmorc3an.com rm - /12/1 OF TF�q *.............................*#. ERONICA J.B. MORG ....................................... :. 77689 p ST ASS/ONAL Ems\ O ,. Y� N >1mm cn U .N C N Q O oU 0 p 0 =N O a -so- 0 o LI_ CID 00 a � R C m O In L •rn o. � of �. amao,mm Din L ohm n E J O U fY O `' JJ v J J � W Q J � J O � v C� Q Z � Q W Q W W Z PROJECT BENCHMARK: 11 11 11 11 11 FEMA 500 00000 YEAR FLOOD PLAIN A, A 00,111111111 � INLET F SILT FENCE M V I�NEA DILINEATED DASSEMBLY ENCE SWPP1 —03 WATERS OF ABLY THE U.S. 03 NQNZ11 U4 > STORM DRAIN INLET PROTECTION SwPP1 — 00 '1z:1 'o' EXISTING 100 At L �mkl' CALCULATED r YEAR FLOOD �AA p FEMA 500 CALCULATE lo, HAZARD < YEAR FLOOD EJUS I ING 100 AREA N FLOOD HAZARD PLAIN V, A\ 00000, N % STORM DRAIN INLET PROTECTION CALCULATED 'I I Ila# 1 11 PROPOSED SWPPI-00 00 �ti�� 100 YEAR FLOOD CALCULATED 1 _ _ -/r \ \ / HAZARD AREA PROPOSED 100 VJ YEAR FLOOD 1 1 c // J `:" 3 ` ti t r_— — — — — — — 7- HAZARD AREA 1011 it STORM DRAIN M 0, INLET PROTECTIONTel m 0 1,0I SwPP1 —00 _Q3 SILT FENCE _04 gt \44pa NN a I I ASSEMBLY T171"W, 71 SWPPI —03 n 1\10111 its 404 u t 17D Nl� "A •'oe J, x '971 12 0I 000% 1 D8 01 STORM DRAIN . . ...... . ...... . CALCULATED 'A gmm, m m a Em m PROPOSED 100 INLET PROTECTION —WO YEAR FLOOD 00.0e, - - s SWPPI-00 HAZARD AMJ \,SILT FENCE 10001- JL:L±-�:L J ASSEMBLY SWPPI-03 r 76 --AF ',`, ,• ,` , , ,a ';. ,` g,I d j I1 jfj1 I ' CALCULATED t 7' PROPOSED 100 'g DA -74. IN` YEAR FLOOD HAZARD AM '007 x NORMAL HIGHI I 1d, 11 \\kw\\m\\\w WATER MAW 4_1 2 lb .1 1 1 00000' 0000, �i ry 000-10" 000000 ♦ ♦ I�: %�, 4b ♦ ♦ ♦ 14 LCULATED lb� 30M 100 LOOD HAZARD AREA♦ ♦ ♦ CALCULATED OCISTING 100 YEAR FLOOD HAZARD AREA or cm 0 0 Lu U.1 • ♦ ♦ Lu Lu w U) CLUB RSE ni N u �mgmmn t v z M OE--" W-9 1 Inci:-IV& feet REVIEWED F1WR_ COMPLIAN AUG 3 1 201 COLLEGE STATION ENGINEERING .......... T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING *HYDRAULICS HYDROLOGY *UTIUTIES *STREETS SITE PLANS o SUBDIVISIONS www.mitchallandmorgan.com rm - /12/1 ............................ RONICA J.B. MORGA ....................... 7768, c1q >, Ym (n D (D pfmY =) 'in- < a) c) L: 12 :L� C-4 Co 0 JV eg— 0 LL. v3L, 0 0) b o co L) ;a f�. Lo ovm CL E V r _j V) c: 0 .v) a) O pz O J (j) Q) W W EC1 PROJECT BENCHMARK: 42" 1 1/2" 8'-0" (TYP) SEE NOTE 1 3 3/4" MAXIMUM GAP 7„ I I I I I I I I 1 ZONED: R-4 MULTIFAMILY 1 I ZONED: M-2 HEAVY I I INDUSTRIAL I I REMAINDER OF CALLED 30.6 Ac. (123/456) LOT 1 DEED LINE HOLLEMAN ARMS RAIL ROAD R.O.W. APARTMENTS I (67/220) (2948/89) I I I 3/4" 30" 3 7/8" TERMINAL FOOTING 12" ELEVATION VIEW NOTES: 2-1/2" 12 GA. SQUARE STEEL TUBE 1-3/4" RAIL WITH RECEIVING HOLES FOR PICKETS 3/4" 16 GA. PICKET 6" 1-1/2" 1. SPACING MAY BE INCREASED PER MANUFACTURE'S RECOMMENDATION. CONTRACTOR SHALL SUBMIT FOR APPROVAL. 2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING MATERIALS, COLOR, AND DIMENSION OF HEIGHT. 3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH, FLAME CUTTING WILL NOT BE PERMITTED. 4. ALL CONCRETE FOOTINGS AROUND POSTS AT GROUND LINE SHALL BE MOUNDED & SLOPED FOR POSITIVE DRAINAGE. 5. FENCE SHALL BE "IDEAL #300 COMMERCIAL GRADE" OR EQUIVALENT. DECORATIVE METAL RAILINO N.T.S. NI CST F I:� 1. ALL CURB RADII SHALL BE 2' MEASURED TO BACK OF CURB UNLESS SPECIFIED OTHERWISE. 2. ALL ISOLATION VALVES SHALL HAVE A LOCKABLE LID - THE LOCKABLE LID SHALL BE AMP OR USA LL562 LOCKING LID OR APPROVED EQUAL BY THE CITY OF CS UTILITIES DIRECTOR OR HIS DESIGNEE. 3. FOR EXISTING AND PROPOSED CONTOURS AND FINISHED FLOOR ELEVATIONS, REFER TO GRADING PLANS. 4. ALL PUBLIC UTILITY EASEMENTS (PUE) ARE PROPOSED UNLESS SPECIFIED OTHERWISE. 5. ALL VEHICULAR ACCESS GATES SHALL BE EQUIPPED WITH AN APPROVED COLLEGE STATION FIRE DEPARTMENT KNOX LOCK. 6. SEE SHEET SP FOR ALL WATER METER SIZES. 7. ALL SITE LIGHT FOUNDATIONS SHALL BE PLACED SUCH THAT ALL LIGHT STANDARDS ARE AT LEAST 4' FROM BACK OF CURB WHEN ADJACENT TO PARKING STALLS. 8. SUPPORT COLUMNS FOR COVERED PARKING SPACES SHALL NOT BE LOCATED WITHIN A PARKING SPACE OR EASEMENT. COLUMNS SHALL BE PLACED ALONG PARKING STRIPE AS TO NOT OBSTRUCT VEHICLE DOORS OR FUNCTIONALITY. 9. RETAINING WALLS 24" AND GREATER IN HEIGHT WILL NEED BUILDING PERMITS. 10. TESTING DOCUMENTATION FOR CONFIRMATION OF REQUIREMENTS FOR COMPACTION OF FILL OR ENGINEERED SLAB WILL BE REQUIRED FOR AFFECTED BUILDINGS THAT HAVE GREATER THAN 2' OF FILL. LEGEND — e-wl— WATERLINE z-mL WATER SERVICE LINE -- — PROPERTY LINE ® WATER METER 00 FIRE HYDRANT -- 6-ss -- SANITARY SEWER SERVICE LINE o SEWER CLEAN OUT =5-=-P -- STORM DRAIN CURB INLET C! JUNCTION BOX/GRATE INLET — PVC EC — UNDERGROUND ELECTRICAL CONDUIT GAS SERVICE LINE ® CS TRANSFORMER SUDDENLINK COMMUNICATION _i CONDUIT w DOMESTIC WATER SERVICE LINE PRIVATE UNDERGROUND —PVC TELECOM— COMMUNICATION CONDUIT 0 COMMUNICATION PULL BOX CURB SIDEWALK FENCE FIRE LANE --- RIGHT OF WAY """""""""' • BUILDING SETBACK PROPOSED PUBLIC ------------- UTILITY/ACCESS EASEMENT - - EXISTING SEWER LINE - EXISTING WATERLINE -_„_-__-._---- EXISTING PUBLIC UTILITY EASEMENT EXISTING CURB EXISTING SIDEWALK ■■■■■■� PAGE MATCH LINE PARKING COUNT BUILDING NUMBER ® BUILDING ADDRESS o--D--D---o WOODEN FENCE m m m m m If 1 r � I # I I I / Jt I �lv /�'R��3��; �.�'.I / ��D•4��;%J��`<p�/�/ PUE�"'/�'' // / EEG �esn`+ �'1t11=lit€ 14m 486 mommom R2.5' � 1 � �V It i I BCS JONES W --mama BUTLER 37.26 L.P. 1' , �- 1.693 AC. 0000 12798 169 O / A / 0000 0000 ZONED:0000 —2 HEAVY I BCS JONES0000 / w BUTLER 37.26 L.P. / 000 EXISTING MANHOLE 1.693 AC. 11 12798/169 / / / 1 (A (A 0000 1 / / / W , W BCS JI I 1 // ,E�� %� / , BUTLER 3i 127913, / 11' fir. 1.693 _ / 0000 0000 LOT 1-16, BLOCK 1 WOODWAY WEST PH (583/177) do ADJ. 14.58 ACRES C BURNETT A000701 (JOHN CROMPTON PARK) 0-9 / �at � ID V� OPPOSITE R1GhfT 405'9 , 50 1 'Es �95 PROJECT BENCHMARK: 0" MIN, FABRIC TILE SUBGRADE SEG'77ONA-r 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 MIN. DEPTH STONE (ASTM D448, 3- 5 VARIES 07AME OVER s OOTEXTIL FABRIC 10S WITH SAME SQUARE g0' TO FOOTAGE. GUT EXISTING STREET CONSTRUCTION ,EXIT SLIT CONTROL DATE DETAJL NO. AUG. 2012 CtTY OF CYAN B/GS UNIFIED C'nYOFCuttu:t;5r�-nu:� STANDARD DETAIL I SWPP1-02 SWPP PLAN NOTES: 1. 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 calendars days of last disturbance. 2. Approved Erosion control measures must be installed during the entire time 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 the contractor. 3. All erosion control measures should be cleaned of silt after every rain event. 4. Contractor is responsible for full compliance with TCEQ Stormwater Pollution Prevention Plan Regulations including monitoring, reporting and all required onsite paperwork. 2"X4" WIRE MESH FASTENED TO T-POST SEDIMENT CONTROLfA9010 FASTENED SECURELYTO T-POST B WI RE MESH METAL T-POST AS 8- OF FILTER FABRIC TO EXTEND REQUIRED TO INTO A TRENCH AND BE ANCHORED MAINTAIN WITH COMPACTED BACK FILL SPACED B'APART ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS_ DRAINAGEFLOW I of FLOW I DiRECTt NATURAL GROUND 4pN 4" 4'%4 WK TRENCH 4. 1 - SILT FENCE ASSEMBLY fl DATE [777LIPP C7Y OF %YAN AUG. 2012 B/CSUNFIED $TANDARDETAIL 1-0$ CINDER 1 FILTER FABRIC NOT TO COVER DRAIN INLET Ai SAND BAG FILTER FABRIC ROCK SIZE — 314- TO 1-112" NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. $AND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. STORM DRAIN INLET PROTECTION 19 DATE DETAIL NO. C=OF BRYAN AUG. 201Z BJCS UNIFIED ('n•s•nF C.tT1J.ect: S'rA'nnv M�*�SW. STANDARD DL'TA. SWPP1-00 CAUTION!! CONTRACTOR MUST PROTECT THE WATER OF THE U.S. AS SHOWN HERE. NO WORK MAY BE DONE WITHIN THE WATER OF THE U.S. AREA. CONTRACTOR MUST KEEP ONSITE THE NWP39 PERMIT DURING CONSTRUCTION ALONG WITH THE USACE AUTHORIZATION LETTER. DISTURBED AREAS ADJACENT TO THE WATERS OF THE U.S. MUST BE STABILIZED TO PREVENT THE INTRODUCTION OF SEDIMENT TO ADJACENT WETLANDS OR WATER BODIES DURING WET WEATHER CONDITIONS (EROSION). PRIOR TO PROJECTION INITIATION, THE PROJECT AREA MUST BE ISOLATED FROM ADJACENT WETLANDS AND WATER BODIES BY THE USE OF BMPs TO CONFINE SEDIMENT. WATER BODIES CAN BE ISOLATED BY THE USE OF ONE OR MORE OF THE REQUIRED BMPs IDENTIFIED FOR SEDIMENTATION CONTROL. THESE BMPs MUST BE MAINTAINED AND REMAIN IN PLACE UNTIL THE DREDGED MATERIAL IS STABILIZED. AT LEAST ONE OF THE FOLLOWING BMPs MUST BE MAINTAINED AND REMAIN IN PLACE UNTIL THE AREA HAS BEEN STABILIZED. —SAND BAG BERM —ROCK BERM —SILT FENCE —HAY BALE DIKE —TRIANGULAR FILTER DIKE —BRUSH BERMS AFTER CONSTRUCTION HAS BEEN COMPLETED AND THE SITE IS STABILIZED, TOTAL SUSPENDED SOLIDS (TSS) LOADINGS SHALL BE CONTROLLED BY AT LEAST ONE OF THE FOLLOWING BMPs. —VEGETATIVE FILTER STRIPS —VEGETATION LINED DRAINAGE DITCHES —GRASSY SWALES —SAND FILTER SYSTEMS —MULCH FILTER SOCKS . 1 all 1 1 4 1• M! �+r rRr rr\ ♦r All ♦ SILT FENCE 5 ASSEMBLY SWPP1-03 ; • 14 \ STORM DRAIN INLET PROTECTION l I Scale• I 1 inch 50 feet 'IIITI I IIII hHELL III IIIIII IVAII!A I OR . T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY . UTILITIES • STREETS SITE PLANS + SUBDIVISIONS www.mitchellandmorgan.com irm — /12/1 .:............................. `..#. ERONICA J.B. MORGA ...................................... 77689 FSSIANAL E ' L.C) m O..Y� CVO mm �m V n C Q � oU J vi c zO O N LL :tea to Q U N n 01 M Q) ..MO _ L0 ai d � owC Iv ULr) o�m � E J W C 0 a� _O V V J �I J O U O V O J O W W La 10' (TYPICAL PLAN) z W i 00 a SECONDARY CONDUITS 00 w 00 PRIMARY CONDUITS Z 00 J 0- 0- 0 a PLAN VIEW 10' (TYPICAL PLAN) W W Z Z J J z PAD -MOUNT L++ o TRANSFORMER N z a D_ W 30' Q �/ M /, 7r 30' B" SECONDARY CONDUITS PROFILE VIEW SECONDARY DITCH DETAIL (NOT TO SCALE) CAUTION TAPE 30. MI MIN. FILL DIRT I SECONDARY 2 FT" FILL DIRT PRIMARY VIER E 2 RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES Existing = RED Proposed = CYAN = Pad Mount Transformer �x 0WW Has oSC = Street Light = Secondary Cabinet �S SIP W = Pad Mount Switch Gear 0 = Primary Pull Box O om = Pole = Existing OH Primary — — — — — — = Existing UG Primary — — — — — — = Proposed 2 - 2" PVC Conduits, 1 with 1 /0 primary = Proposed 2 - 2" PVC Conduits, 1 with 1 /0 primary — — — — — — = Proposed 1 - 2" PVC Conduit — — — = Proposed 44", 2-2" PVC Conduit 19 8 ,e 5 7 13 HARVEY 14 15 0 16 0 17 M TCHELL PW. S VI I SOUTH I i 0 STOR d 10 St3263-05A i ON■ 1'.11111111111` Its! �T�G1i�i11 i n��:y-mot GARAGE 23274-05 i CONSTRUCTION NOTES 1THESE DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS. 2BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTORS EXPENSE. 3ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5. CONTRACTOR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RUNS. 6. ALL CONDUIT STUBBED OUT OR INSTALLED FOR FUTURE USE WILL BE CAPPED AND MARKED WITH RED STEEL T POST. NO EXCEPTIONS. TALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 8PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4' DEPTH BELOW FINISHED GRADE. 9CONTRACTOR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE WITH CITY SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL. CONTACT CITY PRIOR TO ROUGH IN OF PAD. 1000NTRACTOR TO FURNISH RIGID OR IMC CONDUIT (30' PER RISER). CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT. 11PULL STRING IN ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS OF CONDUIT. 12.CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 13SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30" BELOW FINISHED GRADE. 14. PRIMARY CONDUIT WILL HAVE 12- TO 18' OF DIRT COVER PRIOR TO PLACING 6" WIDE "CAUTION' TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 15. SOIL AROUND ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD. 16. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. COST OF LEVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY CF THE DEVELOPER. THIS ALSO APPLIES TO IN -GROUND PULL BOXES THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN ANY DIRECTION. 18. PRIMARY PULL BOXES AND SINGLE-PHASE TRANSFORMER PADS WILL BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR. THREE- PHASE TRANSFORMER PADS WILL BE BUILT BY CONTRACTOR TO CITY SPECIFICATIONS. 19. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING CONDUITS IN MANHOLES. ENTRY WILL BE ACHIEVED BY CORE DRILLING. NO OTHER METHOD WILL BE ACCEPTED. CONTACT CITY PRIOR TO CORE DRILLING. 20. IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WILL BE CORRECTED AT CONTRACTOR'S EXPENSE. 21. METER WILL BE LOCATED ON TRANSFORMER. ALL SERVICE WIRE & CONDUIT WILL BE FURNISHED & INSTALLED BY CONTRACTOR. 22, IF A CT CAN IS REQUIRED, IT WILL BE FURNISHED & INSTALLED BY OTHERS. MINIMUM SIZE WILL BE 36 X 36 X 10 WITH LOCKING CAPABILITY. CT's & METER BASE WILL BE FURNISHED BY CSU & INSTALLED BY OTHERS. SERVICE CONDUCTORS WILL BE FURNISHED & INSTALLED BY CSU. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODSAT ALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES. COLLEGE STATION UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. 24. SERVICE CONDUIT, ROUTING, SIZE AND CONDUCTOR BY OTHERS Q STREETLIGHTING CONSTRUCTION NOTES 1. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION REPRESENTATIVE, 2, NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL NO EXCEPTIONS. 3, ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 4. ALL CONDUIT INSTALLATIONS TO BE OWNED BY THE CITY WILL BE INSPECTED BY THE CITY BEFORE IT IS COVERED. 5. ALL UNDERGROUND CONDUIT FOR STREETLIGHTS WILL BE GRAY SCHEDULE 40 WITH A PULL STRING INSTALLED AND TIED AT BOTH ENDS. 6, USE LONG SWEEP ELBOWS AT ALL BENDS IN CONDUIT RUNS. GRADUAL SWEEPING OF THE CONDUIT IS AN ACCEPTABLE METHOD OF CHANGING DIRECTION. 7, STREETLIGHT CONDUIT WILL BE INSTALLED AT A MINIMUM 30" BELOW FINISHED GRADE. 8. A 5' EASEMENT WILL BE REQUIRED ALONG LOT LINES FOR STREETLIGHT CONDUIT, WHERE APPLICABLE. 9, CONTRACTOR WILL BACKFILL STREETUGHT CONDUIT TRENCH TO A DEPTH OF 12"TO 18" AND THEN INSTALL A 6" WIDE "CAUTION" TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 10. CONTRACTOR TO INSTALL STREETLIGHT CONDUCTORS PER CITY SPECIFICATIONS. FOR 120 VOLT CIRCUITS, CONDUCTORS WILL BE BLACK AND WHITE. 11. CONTRACTOR WILL STUB UP STREETLIGHT CONDUIT INTO PAD -MOUNT TRANSFORMER OR PEDESTAL SERVING STREETLIGHT. INSIDE STREETLIGHT; CONDUIT WILL BE STUBBED UP TO BASE OF HAND HOLE. 12. STREETLIGHT CONDUIT AND POLES WILL BE INSTALLED 3' BEHIND BACK OF CURB UNLESS THERE IS A SIDEWALK IN WHICH CASE T BEHIND SIDEWALK. 13. 10OW STREETLIGHTS WILL HAVE A MINIMUM 30' MOUNTING HEIGHT ABOVE GROUND AND V MAST ARMS. COBRA HEAD FIXTURES WILL BE CUTOFF TYPE, AMERICAN ELECTRIC CATALOG NUMBER 11510SXNMTIR2FGBZOP. POLES AND FIXTURES WILL BE DARK BRONZE. 14. 20OW STREETLIGHTS WILL HAVE A MINIMUM 42.5' MOUNTING HEIGHT ABOVE GROUND AND 15 MAST ARMS. COBRA HEAD FIXTURES WILL BE CUTOFF TYPE, AMERICAN ELECTRIC CATALOG NUMBER 11520SXNMTIR2FGBZOP. POLES AND FIXTURES WILL BE DARK BRONZE. 15. 40OW STREETLIGHTS WILL HAVE A MINIMUM 45 MOUNTING HEIGHT ABOVE GROUND AND 16 MAST ARMS. COBRA HEAD FIXTURES TO BE CUTOFF TYPE, AMERICAN ELECTRIC CATALOG NUMBER 12540SXNMTIR3FGBZOP. POLES AND FIXTURES WILL BE DARK BRONZE. 16, STREETLIGHTS WITH DOUBLE MAST ARMS WILL HAVE A MINIMUM 42.5' MOUNTING HEIGHT ABOVE GROUND AND 16 MAST ARMS. COBRA HEAD FIXTURES WILL BE CUTOFF TYPE, VALMONT INDUSTRIES PART NUMBER DS6095OA37615SGV OR EQUAL. POLES AND FIXTURES WILL BE DARK BRONZE. PRELIMINARY LEGEND: PROPERTY LINE: PUBLIC ACCESS/LITILITY EASEMENT: WOODEN FENCE: SIMTEK FENCE: DECORATIVE METAL FENCE: OVERHEAD ELECTRICAL LINE: EXISTING GAS LINE: MATCHLINE: JONES BUTLER STREETSCAPE TREE: FM 2818 STREETSCAPE TREE: WATERLINE: WATER SERVICE LINE: PROPERTY LINE: WATER METER: FIRE HYDRANT: SANITARY SEWER SERVICE LINE: SEWER CLEAN OUT: ------------ ...... ------ % --------------- A ---------- V, - - - - - - - - - - .......... MMT&e4) p P-4,27, 'A % qj� L A \\\\\\, I . .. .... (SEE DETAIL S6 VICINITY MAP F13 SCALE: I"= 2,000' 7 ------------ 3'.O.C.S 2Q' w,Sewer.Esm�,. w 4 j 4- 1 t 4 NS ------ A N doDI dol x110 IE METAL FENCE (SEE DETALF4) ----------- Ls 2 A §M ---------- U DECOPATIVE WTAL FENCE t - — (SEEDETAILF4) '00!� W 0 'U6 Z 'x', l0k A 4, a - e .... .. . X %\ PROPERTYLINE— a mo (SEE DETAIL F4j �FENCE I 1�c lt�� Umt % 1�. N NO'blom, Wtr: 20, 'EsrM!,% 00ml . ....... . > k .. .. ..... ............ vN wzz;,-� 1 PRCpwyLm DECOPATIVE IN (SEEDETALF-4) Z' . ..... .... 00 _4 _t§? Ditch Aq N, o "y A" ------ 00 D. 94�'j�f, % RWLK. y u V. A ......... Ito t. (276/4i4�-. 10 N; CAC.S. 1.1�114, tp 0 84L— blft— ffil�_ ........... . RL er tsml, /444) -j- -,va�_ % % % 112 MI)CIIIATNEVETALF11INCE A x..... . ck'< C.s. o' vi., EaTt: NN2 S STORM DRAIN: JUNCTION BOX/GRATE INLET: 7, % CURB INLET: UNDERGROUND ELECTRICAL CONDUIT: . . . . . . . . . . . . . GAS SERVICE LINE: L\�j "t z Nr '7 CS TRANSFORMER: E3 L 'A SUDDENLINK COMMUNICATION CONDUIT: 7 DOMESTIC WATER SERVICE LINE: PRIVATE UNDERGROUND COMMUNICATION CONDUIT: C3 --------- COMMUNICATION PULL BOX: ......... IERTYLINE CURB: IIINVILINE SIDEWALK: X BUILDING SETBACK LINE: . ...... . _777:77, A EXISTING SEWER LINE: WOO. FENCE fp7 ---------- W IIETA G4) FIR EXISTING WATER LINE: 7 - - - -------- V ....................... ---------- ......... ------------ FENCE TRANSITION .7 EXISTING PUBLIC UTILITY EASEMENT: PRIDETAL"..' _: ----- -- ---- ------- ............. .............. .......................... .... . ...... ... �.___ . . . . . .. . . . EXISTING CURB: 7 . . ............. ou'. k ...................... ........ EXISTING SIDEWALK: .......... .................. 4 77 �lfl 'v 7 ----------- ----- ------- --------------- . ... .. ....... ......... ........... ---- ---- --- ------ ------- --------- - - - --------- ----------- ------ --- --- ------- ------ -- ---- - 7: --- - ------- - ------ --- -- ---------------- ------------------ ----------------------- ----- . . . . . ...... --------- --- ------- ----------- ------- --------- ------- --- ---------- ---- GRAPHIC SCALE -------- ------ ----------- ........... -- - --------------- . . . ........ 100 200 400 ---------- - .......... ---------- .......... ---- ----------- ............ ------ ......... ---------- , �:.L ------------ ----- ---------------- , ---------- -- -- ------ ------- ------ ------ -------- ............. -- -- -- ---- -- --------- ---------- - ----- -------- ----- ------------ _j ---- ------ - - ----- --------- - --- ------ - _.,*�,_.l ..... ---- - ---------- ---------- - ------- ---- ------ ---- -- ------ (IN FEET) -------- ---------------- -- ------ .... ... A I inch = 100 ft. STREETSCAPE REQUIREMENTS: JONES BUTLER ROAD: STREETSCAPE REQUIREMENTS: ONE CANOPY TREE FOR EVERY 32 L.F. OF STREET FRONTAGE (74.4 L.F. 132) = 3 TREES ADDITIONAL LANDSCAPE POINTS: 300 ADDITIONAL LANDSCAPE POINTS FOR EVERY 50 L.F. OF FRONTAGE ALONG A R.O.W. (74.4 L.F. / 50) x 300 = 447 PTS. S. FARM TO MARKET RD. 2818: STREETSCAPE REQUIREMENTS: ONE CANOPY TREE FOR EVERY 25 L.F. OF STREET FRONTAGE (1,119 L.F. 125) = 45 TREES ADDITIONAL LANDSCAPE POINTS: 300 ADDITIONAL LANDSCAPE POINTS FOR EVERY 50 L.F. OF FRONTAGE ALONG A R.O.W. (1,119 L.F. / 50) x 300 = 6,714 PTS. POINTS PER PROJECT AREA: 1,716,830.2 SQUARE FEET OF SITE AREA 1,716,830.2 / 1000 = 1,716.83 1,716.83 x 30 = 51,505 POINTS - 10% ISA CERTIFIED ARBORIST (SO-6754 A) CREDIT (5,151 CREDIT POINTS) 46,354 PROJECT AREA POINTS REQUIRED TOTAL POINTS REQUIRED: 53,515 TOTAL POINTS PROPOSED: 53,570 LANDSCAPING POINT CALCULATIONS SYMBOL SIZE COMMON NAME SCIENTIFIC NAME OTY. PT, VALUE TOTAL PTS. INOPY TREES 2.5" TAXODIUM CAL. BALD CYPRESS DISTICHUM 57 150 8,550 2.5" QUERCUS CAL. BUR OAK MACROCARPA 50 150 7,500 2.5' ULMUS CAL. CEDAR ELM CRASSIFOLIA 59 150 8,850 2.5' SHUMARD OAK QUERCUS 24 150 3,600 TEXANA 0 2.5" WESTERN SAPINDUS 30 150 4,500 CAL. SOAPBERRY DRUMMONDI 2.5" WILLOWOAK QUERCUS 23 150 3,450 UAL. PHELLOS 1;Ar 2.5' LIVE OAK QUERCUS 20 150 3,000 CAL. VIRGINIANA 263 TOTAL PTS: 39,450 NON -CANOPY TREE� 1.25" LAGERSTROEMIA �,AL. CRAPE MYRTLE INDICA 10 40 400 1.25" MEXICAN PLUM PRUNUS 8 40 320 CAL. MEXICANA 1.25 1 TEXAS REUBUD CERCIS 6 40 240 CAL. CANADENSIS 24 TOTAL PTS: 960 PARKING LOT SHR VN: man= 5 GAL. ABELIA ABELIA 26 10 260 GRANDIFLORA 5 GAL. TEXAS SAGE LEUCOPHYLLUM 30 10 300 FRUTESCENS 5 GAL. PYRACANTHA PYRACANTHA 41 10 410 SPIP. 5 GAL. LEATHERLEAF VIBURNUM 27 10 270 VIBURNUM RHYTIDOPHYLLUM =1 24 TOTAL PTS: 1,240 ES IN UNIT LANDSCAPES (UNIT TYPICALS, ylel:�= ------ 1.25" CRAPE MYRTLE LAGERSTROEMIA 70 40 2,800 LAL. INDICA 1.25' MEXICAN PLUM PRUNUS 70 40 2,800 UAL. 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S OFFSET LINE / , CURB INLET• , _,., - r , - WOODEN FENCE: �� s , ,, r - , _ JUNCTION BOX/GRATE INLET: lo' '� i : - > , i ; }. - , _ I , 1 :. , -..- �;____ , ; _.,..: - _ T`- �� t. MTEK FENCE: -._.� - � d - -_"- • _. _ �. TRICAL CONDUIT. ; __ a. t t 1 J ----. _, ., _ r . ,� . , - � � °' WOODEN FENCE !' / � •_ _ _ , , r , ,, ' ,` DECORATNE METAL FENCE: GAS SERVO ENDNE EC -a•-� T s ,' ;' : ' .- :,': T. - _,. - - - SEE DETAILG-4 t' i' I e j 0 - - _ _ 1 I, , . 1 -_M" _ t } _ AL LINE, CS TRANSFORMER: , i ` - ) i` r - � OVERHEAD ELECTRIC f r • { { LINE. •- - - •- UDDENLINK COMMUNICATION CONDUIT: -- , - i l3 r EXISTING GA ti - - ,,.:<:' - - , , - - - , � ' J ;* _ . r ' MATCHLINE: S RVICE LINE, -.- 1 , _ _ _ - ` _. 1 ` ,1 r- !1 S DOMESTIC WATER SE f . "m„ o - t;' . / 1' JONES BUTLER STREETSCAPE TREE: / -04.- I: ' ' ., PROPERTY LINE -ram - , ti.' i 1 -i - _ ,. , MUNICATION CONDUIT 1 � PRIVATE UNDERGROUND COM , / Q� , _ _ - _ y FM 2818 STREETSCAPE TREE: \ COMMUNICATION PULL BOX: o . 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'��"' 11 '11, 1, "I ,,,,, 1, 11 \I 6 ,, ""I • • Williams ssociates ENGINEERING - SURVEYING LANDSCAPE ARCHITECTURE 0 Daniells Bridge Road Suite 1 1 247 S 6 g Athens, Georgia 30606 P. 706.310.0400 F. 706.310.0411 www.gaplanning.com 4 O (� F__-� 9� F-1 V) U� W Q!� -,!� �� 4�) 0 P-i W P4 P4 Z �_4 O � W I--1 �-4 ._� F-+ .-!� ��U O %IJ I` M = 1 W + V 1 V F...� W W Z W ti r�rll V F___� 4!!� P4 F__-� P4 DATE: 05/07/2015 REVISIONS DATE COMMENT 07/22/15 PER COCS COMMENTS 08/12/15 PER COCS COMMENTS 08/18/15 PER COCS COMMENTS # # # # # # # # # # PRELIMINARY NOT RELEASED FOR CONSTRUCTION . ALL DRAWINGS SHALL REMAIN THE PROPERTY OF WILLIAMS & ASSOCIATES. THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS SPECIFIC PROJECT. WILLIAMS & ASSOCIATES SHALL RETAIN ALL LEGAL RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW. 10001 LANDSCAPE PLAN S�3 M. 0 4 0 0 y a U 9 O 0 Fn Q) 0 k M NOTE: GENERAL NOTES: Q-- -'� • 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. 28-DAY CONCRETE STRENGTH = COOT psi IS DEEPER THAN 5 FEET FROM FINISHED GRADE. COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE fi I Iot" 24" X 24" X 6" 28-DAY CONCRETE D D WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. DWITH STRENGTH a 2000 piALL BAR AROUNDOF VALVE BOX. EXTENSIONS ARE TO BE MAD-_ AS NOTED, 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANTTHENI_I #4 ALL VALVE BOX. STEEL, SIZED AND PAINTED WITH TWO (2) ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT - , A COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 3. EXTENSIONS SHALL BE A MINIMUM 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9•HYDRANT SNAKEPIT TEST STATION OR OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL VIEWA APPROVED EQUAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. -A 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 HYDRANT USA, LL562 LOCKABLE LID. D. EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX WATER LINE TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX 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 A A CITY'S ACCEPTANCE OF AS REQUIRED WORK. AS AS I AFROM 6" CENTERING COLLAR. TERMINATE 4'TO 5' FINISHED GRADE TOP OF BOX. •6"BURY LINE AS EQ'D RA IE ANCHOR 90° BEND 2"SQUARE AWWA NUT E AL ECENTERING WITH WNALVE BOX zEXTENSION I COLLAR. aGATE VALE STANDARD FIRE HYDRANT }TERMINATE 4'TO 5' WITH SS OL SpGgTE FROM TOP OF BOX. (SEE NOT 8)6" D.I.OR C909 PIPE + �/ALVE� 6"MJANCHOR o aAWWA C9001V/STAINLESS PRESSURE PSTEEL BOLTSCOUPLING CON RETE BLOCKING PEA GRAVEL - FILL 14ga.PVC OR D.I. PIPE TO 1 FT. ABOVE WEEP HOLE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX WI-00 2" SQUARE x 2" HIGH OPERATING NUT VALVE OPERATING NUT EXTENSION 5" DIA 1/8" MIN x THICKNESS STEEL PLATE wl 90° CUT-OUT 1" DIA STEEL ROD SQUARESOCKET 2" DIA INSIDE 2114" DEPTH TWO 3/8" SET SCREWS ON (118" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION W1-01 MEGALUG SETSCREW RETAINER 24" NOTE: DIMENSION FOR CONCRETE 24" VARIES WITH WATERLINE SIZE MIN. PLAN VIEW UNDISTURBED DIRT COMPACTED SELECT FILL MEGALUG PIPE yz 6" MIN " THRUST BLOCK FIRE HYDRANT LOCATION REALIGN AS NEEDED OR TAPPING BLOCK USING 12"x12"x4" EVE & VALVE MECHANICAL JOINTS PRECAST CONCRETE S REQUIRED WITH SETSCREW BLOCK RETAINER GLANDS OR MEGA LUGS 6" X 12" GRADELOK WIM.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) STANDARD FIRE OPTIONAL HYDRANT ASSEMBLY rW- I - 0 2 TRAFFIC RATED qc REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION OR -TRAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR APPROVED EQUAL GROUND LEVEL .. 24"x24"x6" ... •: „ i..., 24" CONCRETE PAD MAX. METAL (STD.) DETECTOR TAPE METAL DETECTOR TAPE 48" MIN. TRACING WIRE 14ga SOLID TRACER WIRE SHALL END COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. UTILITY PIPE LOCATION MATERIALS NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE AND ON ALL VALVE SIGN POSTS. WARNING SIGN BLACK WARNING 2. SIGNS TO BE CONSTRUCTEDFRO 20 GA. STEEL BAKED ON " " ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN 10"UNDERGROUND U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE 9" CONTACT THE CITY INSTALLED AND AT OTHER BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF YELLOW REPLACEMENT SIGNS AS FOR EACH BACKGROUND INSTALLED (OMITTING VALVE o s. 14" NUMBER ON VALVE SIGN (NOT A SEPARATE PAY ITEM) M) r N I v 2" BLACK PRESSURE TO BE ADDED AFTER C X 3' X 6" CONCRETE SLAB BASIC SIGN HAS BEEN I 10"" AINTED. WHITE BACKGROUND MJ PLUG e 4 - • PIPELINE WARNING SIGN k v VALVE IDENTIFICATION SIGN Fit M. J. TEE OR CROSS 4'-0" 8' BLUE HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER 2'X4'X6" CONCRETE SLA „. 2' X 4' X 6" CONCRETE SLAB E BLOW • ;:;•'•.;:::� 4-0 NOT NOT GREATER ` THAN 45° BACK FILL Z AMERICAN FLOW CONTROLTRENCH 6" DIP W/RETAINING GLAND AT BEND AND 9�G .p ADAPTER OR AN APPROVED EQUAL PLUG. 9� •`' ` 12" MIN. \�� To CONCRETE O SECTIONA A THRUST BLOCK 9c NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR C ING COM 1•ION WITHIN LIMITS AND REDUCER AS REQ OD END OF LINE BLOCKING OF EMBDENSIT SHALL BE95% �•UDARDDENSITYPER STM D698 OFF ASSEMBLY IN-LIN W3-00 W3- • TE: BRONZE INSECT SCREEN r .1c;--GALV. ELL BED COPPER LINE IN TAMPED SAND FROM W/S.S. HOSE CLAMP 1 TURBED SOIL TO 6" ABOVE AND ON BOTH GALV. NIPPLE 1 REMOVE AND DIS SIDt" COPPER PIPE. AIR RELEASENACUUM I ��AFTER USE PLUG VALVE BOX AND SHAFT EXT ON BREAKER VALVE I 2. PAYME BID ITEM OF "AIR RELEASE VALVE" VALMATIC MODEL 101 ((1 ") METER BOX WITH 1 I EXIST. GRAD 4'-0" CAST IRON VALVE BOX C SHALL INC F ALL MATERIALS, AS SHOWN IN OR MODEL 102 (2")) bR �, T IRON LID I MAII SCH. 40 G PIPE 2' X 4' X 6" CONCRET B DETAIL, INCL N LINE TAPPING SADDLE. APPROVED EQU I I 3. PIPE SIZE SHALL 8t R 2". FT LOW -OFF � 4. SIZE OF LINES AND VA L AY BE MODIFIED BY 1 I IN „ L MALE QUICK AMERICAN F CONTROL TRENCH TER THE ENGINEER EXIST. GRA 1NECTION &CAP OR AN OVED H X POLY ROX EQU MOD \ RI (1") WITH T-- BRASS BALL VALVE PIPE MATERIAL # HEAT O DEL PHR2 (2" • • •®, J TAPPED CAP WITH HEA PPRO E EQUAL IRON PIPE THREAD \ \ COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER MAIN 4" X 3' X 3' CONCR AD FOR E COPPER EXPOSED TO ? 4" X 5' X 3' CON n,�T8 PAD FOR 2" CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING 4" M. J. ELL CED ON DNCRETE BLOCKING TO BE IN ACCORDANCE WATER TYPE "K" COPPER TUBING DETAIL W3-00 MAIN UNOISTU,..� SOIL N ACCORDANCE WITH D W3-00 BRASS NIPPLE ` 4" END OF LINE TAPPING SADDLE WI CORPORATION STOP. BLOW -OFF RISER BLOW -OFF RELEASE VALVE & VACUUM CHECK VALVE W3_ W X .•• W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER psi r TEE SCHEDULE NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED STRAIGHT BALL VALVE W/ PLUG Z FOR SINGLE SERVICE OR BETWEEN THE SERVICE (2 FOR DOUBLE SERVICE) j SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-1/2" BALL VALVE O 1c n�..o. c coovnc 1 J ID in HRUS tons C ft I A ft IVOLUME c.. 4 6 8 5.1 1.5 2.5 0.3 10 12 1 •3 1.5 3.5 0.6 2. ALL BEARING SURFACES OF THRUST BLOOMS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR bNLYVv�y�� urn .,� ) SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. - - - - 4' MIN.- - - - - - 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 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN VIEW A A ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN APPROVED EQUAL. �k�tr TECHNICAL SECTION 33 12 HERE. FOR MATERIAL REQUIREMENTSSEE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. DOUBLE SERVICE 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: USE POLYETHYLENE WRAP OR 7• METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE.CONC. CURB &GUTTER HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE0 BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (C-Y.) 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 90° 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 450 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22 5° 6,8" 1.5 1.511.5 0.9 0.8 0.1 2.0 2.5 1.511.211.1 0.3 11.25° 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 E10,12" 10,12' 1.5 1.5 1.5 1.2 0.6 0.1 & PLUG TO PREVENT CONCRETE 8• LOT CORNERS SHALL BE MARKED WITH A LATH FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. • . • , _ /* A 12" MIN: 24" MAX. STRAIGHT BALL VALVE-2' MI . WITH PLUG 2 FOR DOUBLE SERVICE) I APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. A THRUST BLOCK DETAILS „ (2FORDOUBLE SERVICE) 1" TYPE "K" COPPER TUBING 1-1/2" X 1" BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT 0 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS ® CORP STOP 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1 1/2 NOTE K COPPER TUBING (DOUBLE SERVICE) 1-112" BALL VALVE C WATER LINE (FOR DOUBLE SERVICE TRENCH WATER ONLY) PIPE NEW WATER SERVICE ' (SHORTAND LONG SIDE) :., X X W2-01 ~ - _ r. ,; ; �` .,,•.Ai..: THRUST STRUCTURAL BACKFILL AREA INCLUDES \ m w ; :.; O •. 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 ?'W JOINT ° M NEAREST BELSOIL COMPACTED TO 98 /o MAXIMU DRY DENSITY AS JOINT(( NMA8" P MAX MAX 6'8" TYP. 6'8" TYP. M2,PER ASTM 0698 WITHIN OPTIMUM TO +4% WET OF EA. EN 7yP1" MAXOPTIMUM (SEE DETAILW4-02 - NON-STRUCTURALER AREAS) i- DIA.( Q\N.CPOUR CONCRETEDIA. EARTH T UNDISTURBV\P• SECTIONX-X PLAN VIEW 6/c ,�� i ' E 5' 8. 1" MIN. C � C �. �P1 I STEEL CASING w �Q-�Q� `�yl�, CARRIER PIPE CASING LWCER a 1-PC. PULL -ON WATER ~I &V •C TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS Oi 5 G� SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR. O� QJ PAVEMENTAREAS av �, CLAMPS "APS" OR ,. O�- R ST a yo \�6 \y� O "PSI" 30° MAX ¢� t B/C D CLAMP STEEL CASING mm TSPRINGLINE 1 I SIpEWALK. NOTE: CASING SPACERS 8" WIDE BAND STAINLESS 5.POUR AGAINST . 4-RUNNER MIN. (THRU 24' DIA STEEL (TYPE 304) i UNDISTURBED CASING) OR 6-RU NNER MIN. PROVIDE 4 -� EARTH (24"-42" DIA. CASING) STA' S RUNNERS AT NE NFU INSULATION SLEEVE T_ s TL. TYPE304; 8" WIDE B _, BOTTOM 45 BE PIPE AND BAND W/ POLYMER RUNNER , .,.;tNTERED OR NON-CENTEREC EAR BELL, MIN POLYMER R DER (TYP) TEE THRUST BLOCK ESTRAINEDINSULATED;'FIR CO MODS 18" STRUCTURAL BACKFILL AREA OR"CACAO, TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK W2-00 W2-02 W2- �T E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GAT E BOX 1• F ry E INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY G " . LVE STAND" ECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANUri k PECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION �� LVE BOX 2. STEEL CASIN BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASIN S, BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFER BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQU ' THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY ray E INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHAL STALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THECA E CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIE CAN BE PULLED ABOVE THE PARALLEL SLEEVE EE OR TAPPING MAIN. MAIN. TEE OR TAPPING SLEEVE & VALVE MAIN. AS REQUIRED ENCASEMENT AS REQUIRED 2'-0" MIN. CASEMEN 2%0" MIN. OPEN CUT SHO WATER LINE WATER LINE OPEN CUT ,ti S LIMIT LIMIT 5'-0" W� F PA��\ 5'-0" F OF PAVEM MIN. MIN. tied GATE VALVE X-0" MIN. SIDEWALK MAY OPEN CUT GATE VALVE-7- " BELOW DITCH FLOW LINE. RED AS STEEL CASING-'THE DIR EN Y ® CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING W4-0 W4 O1 ® SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH ryyHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS, LUMPS CLODS OR DEBRIS LARDER THAN TWO (2) INCHES IN THE LARGEST DIMENSIONI, _COMPACTED TO A BY 1. FORSEDD/NGAND TRENCHINGW/7H/NALL EXISTING P V D R S SEE DETAILS FOR OPEN CUT STREETS. A E AEA ITY MINIMUM OF 90% OF MAXIMUM DENS AS DETERMINED ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN (Details ST4-06 ST4-01, ST4-0?). THISNOTEDOES NOTAPPL Y TO STREETS BEING RECONSTRUCTED. OPTIMUM TO+4%OFO TIMUMUNDERNON-STRUCTURAL AREAS (ie...YARDS, PASTURES, EASEMENTS AND TO A 2,• Q SELECT MATERIAL MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED "` �- 2. EVERY 100 FEETPROV/DEA WATER STOP BLOCK BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN +((° E OPTIMUM OF M W STREET AREAS A SELECT MATERIAL (� O ' • C CEMENT STABILIZED SAND O COMPOSED OFCEMENT SAND OR NAT/VEMATERIAL DEPEND/NGONEMBEDMENT. BLOCKSHALL BE6FEET INLENGTH. NO BEDDING SAND IN THIS AREA. RECONSTRUCTED. R CTED. AND STREETS TO BE RECONSTRUCTED. ET TO 8"-12" MAX. 8"' 12" MAX. © (MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) ` `` ®((T 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS © GRANULAR MATERIAL f J A OPTI,MUM MOISTURE)TE 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(f MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4" 4" SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT 45 PIPE UNDISTURBED SOIL IP UNDISTURBED SOIL TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING N0.200 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 FP.EE FLOWING AND WHEN WET SHALL 6" MIN.l12" MAX. TAPE AT A MINIMUM OF 24" 6" MIN.112" MAX. . DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. ABOVE TOP OF PIPE AREAS TO BEPAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NON STRUCTURAL BY THE CONTRACTOR. © CEMENT STABILIZED SAND OR STREETS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY AREAS PAVING OR PLATING PLACED AT THE END OF EACH RECONSTRUCTED WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE IW4-02 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 SLEDED 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. 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 M 1 1e]=PII3 PROPERTY LINE: ---- STORM DRAIN: —33� - PUBLIC ACCESSIUTILITY EASEMENT: ------ CURB INLET: WOODEN FENCE: JUNCTION BOXIGRATE INLET: SIMTEK FENCE: UNDERGROUND ELECTRICAL CONDUIT:Q— DECORATIVE METAL FENCE: ------ GAS SERVICE LINE: —— OVERHEAD ELECTRICAL LINE: CS TRANSFORMER: EXISTING GAS LINE: SUDDENUNK COMMUNICATION CONDUIT: MATCHLINE: DOMESTIC WATER SERVICE LINE: —•— JONES BUTLER STREETSCAPE TREE: Q PRIVATE UNDERGROUND COMMUNICATION CONDUIT: -�- FM 2818 STREETSCAPE TREE: ® COMMUNICATION PULL BOX: G WATERLINE: — ••L— CURB: WATER SERVICE LINE: SIDEWALK: PROPERTY LINE: --- BUILDING SETBACK LINE: • • • • • • • " WATER METER: ®- EXISTING SEWER LINE: -1 — FIRE HYDRANT: EXISTING WATER LINE: —2-ft-- SANITARY SEWER SERVICE LINE: EXISTING PUBLIC UTILITY EASEMENT: _----- SEWER CLEAN OUT: • EXISTING CURB: EXISTING SIDEWALK: — — GENERAL LANDSCAPE NOTES: GENERAL: CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. PRIOR TO SUBMITTING A BID, VERIFY ANY DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS WITH THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL AMENDMENT REQUIREMENTS. CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS. NO ADDITION TO OR PLACEMENT OF SOIL IS TO BE DONE PRIOR TO THE COMPLETION OF A SOIL TEST. TESTING SHALL BE PERFORMED BY A SUITABLE LABORATORY. NO PLANTING SHALL BEGIN UNTIL ANY PROPER ADJUSTMENTS HAVE BEEN MADE. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF SO DIRECTED BY THE LANDSCAPE ARCHITECT. IRRIGATION PLANS ARE TO BE PROVIDED BY LANDSCAPE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT AND CITY PRIOR TO SYSTEM INSTALLATION. 100% OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. MATERIALS: LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM, DAMAGE, INSECTS AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE CURRENT ISSUE OF'AMERICAN STANDARDS FOR NURSERY STOCK' AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK, BRANCHES, AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT. ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. REJECT ALL CRACKED ROOT BALLS. EXECUTION: ALL TREES SHALL BE STAKED AND GUY WIRED ON TWO OR THREE SIDES. SEE DETAILS. ALL SHRUB AND TREE PITS SHALL BE FILLED WITH EXCAVATED MATERIAL THAT HAS BEEN AMENDED WITH FERTILE, FRIABLE, NATURAL TOPSOIL OF LOAMY CHARACTER, WITHOUT ADMIXTURE OF SUBSOIL MATERIAL, OBTAINED FROM A WELL -DRAINED ARABLE SITE, REASONABLY FREE FROM CLAY, LUMPS, COARSE SANDS, STONES, PLANTS, ROOTS, STICKS, AND OTHER FOREIGN MATERIALS, WITH ACIDITY RANGE OF BETWEEN PH 6.0 AND 6.8. ALL GROUNDCOVER AND SEASONAL COLOR BEDS SHALL HAVE THE ABOVE MIXTURE TILLED INTO BED AREA TO A DEPTH OF 4'. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 2% POSITIVE DRAINAGE IN ALL PLANTING AREAS. ALL PLANTING BEDS AND TREE PITS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED HARDWOOD. EXCAVATE EDGES OF ALL PLANTING BEDS TO 6" DEPTH TO FORM A NEAT AND CRISP DEFINITION. (SEE DETAIL). CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL AREAS FOR APPROVAL BY LANDSCAPE ARCHITECT. REMOVE GUY WIRES AND STAKES AT END OF GUARANTEE PERIOD. FENCE DETAILS PLANTING DETAILS r Ira, - b/ ` Min —1v RIM a, L '`9V A RUM Taal A"y, afm I x ML Pa A PLANTING DETAIL FOR TREESi 4 NTS I fm&�\,u wft WIMP TIVIMIM rmw Up a, frAT I�01pnw5 6MIL N&MIN x x r TRMIRP Ply ffites I�. i S: SAYE ro AS W-MV5W rM Y Mfrmr tom" TaM r cR I:Y "AM- Trim TM T K at .. _ a $9 COME 61u "'A,r TYc�VI rr'2�'`ltm rpm Tdw a,A V. 4°a"iirl CrI ". " amp. fe s xI- TMTM PW-S fed AJ' r YQ!A �'It MRIMMA PUN r wa a Anal *fkre fL*1TvpAXWE AN MOW MEA t x t t t wrm r wm&L M Til tI" 6r RM CHLY AMULTI - TRUNK TREE STAKING 4 Nn zxMLPIA C PLANT SAUCER DETAIL 4 ^ffs 1 KPL TO frAaO AGROUNDCOVER PLANTING DETAIL 4 KS /E\ SHRUB PLANTING DETAIL 4 NTS — tL*re JW PAT i "A . LMV- M . 1, mum __ .4" 8'-0" (TYP) 2-1/2" 12 GA. 8'-0" POST FACE TO FACE (MAX.) 17 GAUGE GALVANIZED W A2LOY SEE NOTE 1 SQUARE STEEL INSTALL 1 x 6 BOARDS ATTACH 2 x 6 CROSS SQUARE STEEL TUB TUBE VERTICALLY, 2 x VS BRACE TOO WOOD POST 96" POST CENTERS 3 3/4" MAXIMUM GAP WITH 2-3" x 1/4" 1 1/2" 3/8" GALVANIZED LAG BOLTS WITH WASHERS (TYP.) DOOM 1-3/4" RAIL WITH 0 RECEIVING HOLES FOR PICKETS THE TOP AND BOTTOM � OO 3/4" 16 GA. WOOD CROSS BRACES SHALL BE PLACED 6" � 4'-0" PICKET FROM THE END OF THE o in 6" 6'-0- WOOD PICKETS. THE o 0 1-1/2" \ MIDDLE BRACE SHALL BE O.C. WITHIN THE FENCE. 1 x 6 TREATED WOOD PICKET (TYP.) r k :.:. \ ... �0 0 o kh\&Z:... # o / / ';, TERMINAL FOOTING / 12" �: CONCRETE /, _ FOUNDATION 3'_0" ;. / Y" SLOPE - TOP OF, CONC. FOUNDATION TO `, '' ` � 28" MAX / (TYP.) ;. BE A RECTANGULAR _" 48" HOLE DEPTH tr 6" GRAVEL �'• ': SHAPE ,_ " ELEVATION VIEW BASE MAY"•, g" NOTES: ELEVATION �� WOOD FENCE tY 10" TO 12" SECTION 2 x 6 TREATED WOOD„ ;,..g ,,,, CONCRETE FOUNDATION (TYP.) 1. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL (TYP.) CROSS BRACE TYP. c w_. \\, " '� ' SHOWING MATERIALS, COLOR, AND DIMENSION OF HEIGHT. x 6 TREATED WOOD INSTALL 1 x 6 BOARD`, ' 2. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS PICKET (TYP.) rl AT END OF FENCE IF?'°" SIDE IS VISIBLE .r. SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4 x 4 TREATED 3. ALL CONCRETE FOOTINGS AROUND POSTS AT GROUND LINE SHALL WOOD POST (TYP.) NOTES BE MOUNDED & SLOPED FOR POSITIVE DRAINAGE. NOTES 1. CONTRACTOR SHALL COORDINATE WITH OWNER FOR COLOR SELECTION 1. ATTACH EACH 1 x 6 WOOD PICKET TO THE 2 x 6 CROSS BRACE WITH 3 AND STYLE. GALVANIZED NAILS (TYP.) 2. CONTRACTOR SHALL REFER TO SIMTEC FOR INSTALLATION 2. SLOPE OR BE HORIZONTAL TO ACCOUNT FOR GRADE CHANGES. SPACE 1 INSTRUCTIONS x 6 BOARDS EQUALLY (3/8" MAX) F DECORATIVE BLACK METAL FENCING G WOODEN FENCE - SOLID H SIMTEK COMPOSITE FENCE - 8' HEIGHT 4 N.T.S. 4 N.T.S. 4 REVIEW r n NOTE: - BUILDING PERMIT TO BE APPLIED FOR PRIOR TO CONSTRUCTION OF SIMTEK D F O `ACE SEP 01 20 Iq COLLEGE STATION DEVELOPMENT SERVICE, PLAT FILED: Williams , &Associates ENGINEERING - SURVEYING LANDSCAPE ARCHITECTURE 2470 Daniells Bridge Road, Suite 161 Athens, Georgia 30606 P. 706.310.0400 F. 706.310.0411 vwvw.gaplanning.com O 110-� V 1 W� r� O w Z Con W O M M Z O � E-� DATE: 05/07/2015 REVISIONS DATE COMMENT 07/22/15 PER COCS COMMENTS 08/12/15 PER COCS COMMENTS # # PRELIMINARY NOT RELEASED FOR CONSTRUCTION OTES: NOTES: NOTES: 0 ce saddle, SS straps, CC threads Q5 Meter box valve: 1Q Service saddle, SS straps, CC threads 05 Meter box valve: 1O Service saddle, SS straps, CC threads © Swivel nut- C38-66-2-875-1-1/2" Ins per manufacturer's 5 = Ford An le Stop - BA13-342W -1" Installed per manufacturer's 5 = Ford An le Stop- BA-13-444W-Q - V. Installed per manufacturer's - g - g 7 Brass all thread I.P.S. -1-1/ " recom ations. All main types: 5A -Ford Straight Stop - 611-444W -1" recommendations. All main types: 5A -Ford Straight Stop - 611-444W -1" recommendations. All main types: O 2 Smith BI \\ 7 © O Smith Blair 317 Smith Blair 317 8 Meter adapter- BBIM 66 - Brass bushing IPS -1" x 3l4" ©Meter nipple - C38-44-2-625 -1" Q2 Corporation S ord FB 1000-4-Q-1" 07 Meter nipple - C38-23-2-5 - 3/4" 02 Corporation Stop: Ford FB 1000-4-Q -1" Meter box and lid: Old Castle meter box, 2Q Corporation Stop: Ford FB 1000-6-Q-1-1/2" ®0 Meter box and lid: OI��,. le meter Q3 Service tubing: Typ opper - soft -1" ® Meter box and lid: Old Castle meter box, Q3 Service tubing: Type K copper - soft -1" CI lid with Reader #36 Q3 Service tubing: Type K copper - soft-1-1/2" box, Cllid with Res 65 pp ® Ford male adapter- C84� -1" Cl lid with Reader #36 ® Ford male adapter- C84-44-Q -1" ® Ford male adapter- C84-66-Q-1-1/2" O5 Meter box valve: 5 = Ford Angle Stop - BA-11-666W-1-1/2" CUSTOMER 5A = Ford Straight Stop - B11-666W-1-1/2" 8 VALVE 8 CUS VALVE MER 8 9 VALVE CUSTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/411 W6-00 NOTES: 1Q Service saddle, SS straps, CC threads 07 Brass coupling I.P.S. - 2" Installed per manufacturer's recommendations. All main types: ® Swivel nut- C38-77 - 2" Smith Blair 317 Og Meter adapter - BBIM 77 - 2" 2Q Corporation Stop: Ford FB 1000-7-Q (cc thread) - 2" ® Brass nipple I.P.S. - 2" x 3" Q3 Service tubing: Type K copper - cu - soft - 2" © Meter boxlid andwitlReadld Castle meter ® 65 Ford male adapter - C84-77-Q - 2" ® Meter box and lid: Old Castle 12" 05 Meter box valve: round valve box #3RT 5 = Ford Angle Stop - BA-11-777W - 2" 5A = Ford Straight Stop-1311-777W - 2" © Brass nipple I.P.S. - 2" x 6" 1 r-CUST( CUSTOMER VALVE CITY OF BRYAN STRAI OR ANGLE T NOTES: 1. ALL CONNECTIONS TO BE COMPRESS 'YPE. 2. MATERIAL USED SHALL BE AS SP D 0 ' APPROVED EQUAL. 3. ALL SERVICE WYES & EXT NS ARE TO BE INSTALLED WITH THE I CONSTRUCTION. 4. EXISTING METER B, ARE TO BE REMOVED. THE NEW METE. ES 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 C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 ii STOMER LVE CITY OF BRYAN 1 if STRAIGHT OR ANGLE TAP - 1-1 /2" JT6-01 W6-02 METER SWIVEL NUT OR NIPPLE METER BOX ANGLESTOP 1-1/2" BALL VALVE o O Z FOR DOUBLE SERVICE J H ONLY) WATER OJ METER ----4'MIN.------- EWA_ DO \\ SERVICE a I A 1-1/2" BALL VALVE FOR DOUBLE SERVICE ONLY) Y OF BRYAN CITY OF BRYAN = ST GHT OR ANGLE TAP - 2" WATER SERVICE RECONNECTION W6-03 WATER METER I M BOX I METER SWIV NUTOR NIPPLE 1" NUMEX SDR-9 200 PSI PIPE OR COPPER PIPE (2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) �M mm SPECIAL CONDITIONS 1. R REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOO VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING ARATUS OR METER WITHIN THE VAULT. 3. REINFORC ONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD F ACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 I CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETA GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT 5. VALVES SHALL MEET TH SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING C.:.: ER THE FLOOR OF THE VAULT. FLG. COUPLING ADAP NRS GATE VALVE wIFLG. SPOOL ;. (TYP-2) NRS FLG GATE MFG: PARK EQ 40.1 VALVE (TYP-2) ! 18" MODEL: DMC SENSUS C2 OMNI` FLG TEE-' TOUCH READ 1000 (TYP-2) GALLON wISTRAINER PLAN VIEW CONCRETE LID W/ 36"x60" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) MODEL SIZE W1 H1 WEIBGSHT DMC-CS3 3" `, -8" 5'-0" 4'-6" 12,000 DMC-CS4 8'-8" 5'.0" 4'-6" 12,000 DMC-CS 11'-0" 6'-0" 4'-9" 12,000 APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC-BR PRE -CAST CONCRETE VAULT W/ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED DR MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE BASED ON ALL M.J. FITTINGS. DUCTILE IRON (TYP) ANY DEVIAI S FROM THE ABOVE SPECIAL CONDITIONS PPROVED METERS, VAULTS OR MATERIAL , T BE SUBMITTED TO THE O DIVISION MANAGES�-WATER SERVICES, 72 HOURS PRIOR TO ANTICIPAI� DEVIATION. GALVANIZED STEEL PIPE SUPPORT (TYP) GRAVEL BED 12" SO SUMP W/ CAST IRON GRATE AND OPTIONAL DRAIN EL 77,0V ON VIEW CITY OF COLLEGE STATION METER VAULT ASSEMBLY s W5-00 NOTES: NOTES: NOTES: 1� Service saddle, SS straps, CC threads © Brass bushing IPS -1" x 3/4" 0 Service saddle, SS straps, CC threads 6 Meter nipple - C38-44-2-625 -1" Q Service saddle, SS straps, CC threads 6 Swivel nut- C38-66-2-875-1-1/2" Installed per manufacturer's recommendations. Installed per manufacturer's 8 Installed per manufacturer's 8 All main types: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 - 3/4" recommendations. All main types: 8 Bah valve recommendations. All main types: 7 Brass all thread I.P.S.-1-1/2" Ford S70/S90 g8 Ball valve Cambridge 800 Series or Ford S70/S90 9Q Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S70/S90 8 Meter adapter - BBIM 66-1-1/2" 2 Corporation Stop: FB 1000-4-1" 2 Corporation B 000 - CI lid with Reader #36 Stop: Ford F 1 -4 1" 2 9Corporation Stop: FB 1000-6- -1 " P P O Meter box and lid: Old Castle meter �P p p 1 /2 8 Meter box and lid: Old Castle meter 33 Service tubing: Type K copper - soft -1" box, Cl lid with Reader #36 O3 Service tubing: Type K copper - soft -1" 3 Service tubing: Type K copper - soft-1-1/2" box, Cl lid with Reader #65 4 Ford male adapter - C84-44-1" 4 Ford male adapter - C84-44-1" 4 Ford male adapter - C84-66-1-1/2" ® Ball valve Q5 Meter box valve: U5 Meter box valve: @ Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER 5 - Ford Angle Stop - BA-43-444W -1" CUSTOMER 5 = Ford Angle Stop - FV-43-666W-1-1/2" CUSTOMER 5A = Ford Straight Stop - B11-444W -1" VALVE 5A m Ford Straight Stop - B11-444W -1" VALVE 5A = Ford Straight Stop - B11-666W-1-1/2" VALVE g 9 I 9 8 8 6 3 5 3 q 3 0 4 5 6 CUSTOMER CUSTOMER CUSTOMER VALVE VALVE VALVE 9 1 8 1 3 s 9 1 3 0 8 7 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 IW7-00 NOTES: 10 Service saddle, SS straps, CC threads ® Swivel nut - C38-77 - 2" Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 09 Meter adapter- BBIM 77 - 2" Ford S70/S90 ® Brass nipple I.P.S. - 2" x 3" Corporation Stop: Ford FB 1000-7 (cc thread) - 2" © Meter box and lid: Old Castle meter Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 ® Ford male adapter - C84-77- 2" © Meter box and lid: Old Castle 12" Meter box valve: 5 =Ford Angle Stop FV-43-777W 2" round valve box #3RT 0 Ball valve - - 5A = Ford Straight Stop - 811-777W - 2" © Brass nipple I.P.S. - 2" x 6" 70 Brass coupling I.P.S. - 2" CUSTOMER -VALVE CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - lit STRAIGHT OR ANGLE TAP - 1-1/2" W7-01 W7-02 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN BOX APPROVED EQUAL. ANGLE STOP 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE o Z INSTALLED WITH THE MAIN LINE CONSTRUCTION. 1-112" BALL VALVE FOR DOUBLE 4. EXISTING METER BOXES ARE TO BE REMOVED. SERVICE ONLY) WATER 0 THE NEW METER BOXES SHALL BE OLD CASTLE. METER -j ----4'MIN.------L VIEW A A 3 DOUBLE SERVICE o ANGLE STOP CUSTOMER VALVE —it CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 7-03 METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 CITY OF COLLEGE STATION WATER SERVICE RECONNECTION METER I METER BOX METER SWIVEL NUT OR NIPPLE I A TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) CE 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) 7-04 CITY OF BRYAN The Cood Life, Texas Stjk.T DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: %V ?9= SHEET 2 OF 2 NORMAL TRAVERSE SLOPE 5'-0" 3'-6" 6" O.D. + 1'-0" 6" TYP. � MIN. 5'-0" AF3" EXTENSION 6" 6= ) 4 F I �I I I "w� .c.� I 6« 13'RADIUS DEPRESSED 6"�RADIUS I GUTTER SLOPE •.• t 2,-0" • NORMAL FACE dF CURB 2'-0" THROATDETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D4-01 SEE D1-05 PLAN VIETIV CURB LINE WHEN 28-DAY CONCRETE STRENGTH = 3000 psi CONCRETE RECESSED INLET GUTTER /__ BARS, 6" O.C.E. A STD. CAST IRON MANHOLE COVER TOP OF CURB TOPS AND FRAME 6" 24„ 6 — ------------- - 3'-6" 1'_3« f` yLz 1'-51=" Lrl 6" P. lit NORMAL GUTTER LINE #4 BARS 12" O.C.E.W. � f � u i- - - - � DEPRESSED GUTTER LINE SIDEWALLS &BOTTOM SLAB EXTENSION L� I 6 INVERT SHAPING 8" TYP. CONCRETE FILL A #4 BARS 12" O.C.E.W. SIDEWALLS & BOTTOM SECTTIONA A SECTIONB B ELEVATION SEE NOTES 1 & 2) SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D1-00 GRATE SHALL BE 28-DAY CONCRETE PEDESTRIAN YLE GRATES A STRENGTH = 3000 psi 1110 �`O Q ��`�q O r FLOW I I _MAIN + LINE I I SHALL BE INSTALLED IN SIDEWALK AREA. / A I 4-#4 BAR ° I I DIAGONAL`, _ I OOOOO�DoO I _ STREN - (( )) oo00D�00� I_ - - - - I F20R RE -ROD HOLES ❑❑❑❑❑❑ — — — — ❑❑❑❑❑❑ I O.D.+6" MIN. 2'-6" 28-DAY CONCRETE SQUARE STRENGTH = 3000 psi PLAN #4 BARS 6" O.C.E.W. TOP SLAB #4 BARS 12" O.C.E.W. SIDEWALLS �6" TOP SLAB O.D. - I +6"MIN. - I 8" BOTTOM IE-6" SIDE WALLS SLAB #4 BARS 8" O.C.E.W. BOTTOM SLAB SECTIONA A (SEE NOTES 1 & 2) SINGLE GRATE INLET D 1-01 314„ 3/16" 7/16"i „ IE 21 24 2.. 1 I MIN. 3' COVER AND RAMENHOLE PLAN (2) 3/4" SQUARE (30" DIA.) A CROSS SECTION PLAN 6" TOP SLAB PLAN MI ,1 UM DISTANCE BETWEEN TWO PIPES 1/2" FLAT FACED GOTHIC O.D. + 6" MIN. V 18" TO 36" -12" APART wIAPPROPRIATE CITY TITLE #4 BARS, 12" O.C.E.W. 6" TOP SLAB #4 BARS 6" O.C.E.W. " OR LARGER -18" APART CITY OF BRYAN SIDE WALLS —� TOP SLAB A DON'T A #4 BARS, 12" O.C.E.W. •I NOOLSURA ) DRRIVERS SIDE WALLS O.D.+ 6" MIN. LARGE MOUTH BASS LOG I I I i i —� 8" BOTTOM WALLS I ( f 6" TOP 3/4" FLAT FACED GOTHIC MiN+3 + VARIES SLAB (2) PLACES � i 3" MIN. EACH SIDE �6"SIDE LB" BOTTOM — — — — — SEE NOTE \ #4 BARS WALLS SLAB SIDEWALLS /� DONT CITY OF COLLEGE STATION SECCTIONA A #4 BARS, 8" O.C.E.W. #4 BARS, 8" O.C.E.W. 8" BOTTOM I A POLLUTE J DRAINSTO q BOTTOM SLAB 6" SIDE WALLS BOTTOM SLAB SLAB �� 6" SIDE WALLS NO BASURA �--a — RIVERS (SEE NOTES 1 & 2) (SEE NOTES 1 & 2) #4 BARS 8' C.E.W. 1/2" FLAT FACED GOTHIC SECTIONA A BOTTOMS wfAPPROPRIATE CITY TITLE STORM SEWER IN STREETS 28-DAY SECTIONA A (SEE NOTES 2) CONCRETE STRENGTH - 3000 PSI OUBLE BARREL BASS LOGO JUNCTION BOX GRATE INLET D 1-02 D 1-0 INLET D 1-0 PLATE EEt ELEV AS SHOWN ON THE PLANS u 1 6"�� #3 "U" BARS 9" 1 PER BLOCK -7 DISSIPA TOR BL 0 CK L 0 CA TION PROVIDE RIP -RAP ROCK (MIN. 20LB PIECES, VARIES "24- #4 BARS 12" O.C. WALLS, BOTTOM & TOE SECTIONA A 12"1 tO BARS FT tBARS E BARS E e" & I d - / �� i-BARW ... u.— � INS 0 Diameter offPipe 0/2 S" MIN 2' MAX DISSIPA TOR � 6" PLAN 28-DAY CONCRETE STRENGTH - 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" -12" APART 48" OR LARGER -18" APART BLOCK TYPICAL CONCRETE HEADWALL & END WALL WITH WIl�TGS T BARS G BARS B1-Bx BARS G E BARS B BARS B 6" f�BARS FRONT ELEVATION BARS A PROVIDE A 12" FOOTING IN SHOWN WHERE REQUIRED TO MAINTAIN 4" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITIES SHOWN. 12" MIN. .SIDE ELEVATION 28-DAY CONCRETE �6'_ I I I I STRENGTH = 3000 psi' I I I I BARS F BARS V I I BARS C — I I BARS S BAR W BARS E P CONSTRUCTION �B RS B JOINT BARS Ai-Ax P BARS Di-Dx �1 30° ARS BARS S BARS Ai-Ax --------- --- - SECTIONA A BARS G 6+ PROVIDE RIP -RAP ROCK PLAN VIEW (MIN. 20LB. PIECES) DISSIPATOR BLOCKS TO BE INSTALLED AS SHOWN IN DETAIL D3-00 GENERAL NOTES: 00000 R ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". Q Q Q 00 Q REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM " THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES 24„ INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER 6'-0" IN LENGTH. BARS AkAxI BARS B IBARS Bi-BxI BARS * B#3 S Di-DxI BARS E I BARS F I BARS G I BA#R4S S 13ARS Vi-*x I BARS #5 W #4@12"± #3@18"± #3 18"± @12"± #5 #4 #3 CONCRETE HEADWALL FOR 2 PIPES 0 Diameter offPipe 0/2 S" MIN 2' MAX DISSIPA TOR � 6" PLAN 28-DAY CONCRETE STRENGTH - 3000 psi MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" -12" APART 48" OR LARGER -18" APART BLOCK TYPICAL CONCRETE HEADWALL & END WALL WITH WIl�TGS T BARS G BARS B1-Bx BARS G E BARS B BARS B 6" f�BARS FRONT ELEVATION BARS A PROVIDE A 12" FOOTING IN SHOWN WHERE REQUIRED TO MAINTAIN 4" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL QUANTITIES SHOWN. 12" MIN. .SIDE ELEVATION 28-DAY CONCRETE �6'_ I I I I STRENGTH = 3000 psi' I I I I BARS F BARS V I I BARS C — I I BARS S BAR W BARS E P CONSTRUCTION �B RS B JOINT BARS Ai-Ax P BARS Di-Dx �1 30° ARS BARS S BARS Ai-Ax --------- --- - SECTIONA A BARS G 6+ PROVIDE RIP -RAP ROCK PLAN VIEW (MIN. 20LB. PIECES) DISSIPATOR BLOCKS TO BE INSTALLED AS SHOWN IN DETAIL D3-00 GENERAL NOTES: 00000 R ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". Q Q Q 00 Q REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM " THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES 24„ INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER 6'-0" IN LENGTH. BARS AkAxI BARS B IBARS Bi-BxI BARS * B#3 S Di-DxI BARS E I BARS F I BARS G I BA#R4S S 13ARS Vi-*x I BARS #5 W #4@12"± #3@18"± #3 18"± @12"± #5 #4 #3 CONCRETE HEADWALL FOR 2 PIPES D3-00 1 ORIGINAL GROUND OD3-O STRUCTURAL BACKFILL AREA INCLUDES SELECT MATERIAL BOTTOM OF SUB -GRADE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) �, 1 FROM THE DITCH IS FREE OF o •:.: °.e.+. AND SHALL EXTEND 5' BEYOND THE CURB ��' I MATERIAL EXCAVATED (WHICH ROCKS, LUMPS, CLODS, OR DEBRIS LAR�I R THAN TWO (2) :.°. LINE. STRUCTURALBACKFILL SHALL BE G`(' BIC P i 5' ' ` a•0 9 . • P CEMENT STABILIZED (OPTION NO.2 IN W4-02) OR EXCAVATED SOIL COMPACTED TO 98% 0 INCHES IN THE LARGEST DIMENSION, COMPACTED TO A ° MINIMUM OF 90 /o OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 2" MI COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL MAXIMUM DRY DENSITY AS PER ASTM 0698 Q.p (`P f I # OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL O. /. ONLY . SPADE BY LIFTS S INTO WITHIN OPTIMUM TO +4% WET OF OPTIMUM JG v AREAS Ie...YARDS, PASTURES, EASEMENTS AND TO A ( ) PIPE PLAC�, TO FILL ALL VOIDS AROUND (OPTION N0.1 IN W4-02) P <Q Q- o MINIMUM OF 98/o OF MAXIMUM DENSITY AS DETERMINED 8 4"MIN � PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE BY ASTM O J I OPTIMUM 08+40 OF OPTIDMLIM UNAT A DER NEW STREET ARISTURE CONTENT EAS IN G l o U DER PIPE PAVEMENT AREAS AND STREETS TO BE RECONSTRUCTED. BELL) PIP THE TRENCH BOTTOM SHALL BE O GRADED SO AS TO PROVIDE UNIFORM CONTINOUSE SUPPORT OK 17' BIC FOR THE PIPE BARREL BETWEEN * PE MUST DESIGN TRENCH DETAIL 8" MIN./12" MAX. BELL HOLES •SIDEWALK. SITE SPECIFIC FOR HDPE PIPE. 5' HDPE PIPE IS NOT TO BE t' USED UNDER PUBLIC STREET PAVEMENT CEMENAMINIM MINSTABIMUM ED LWAYS AS BEDDING AND TRENCH FOR REINFORCED STRUCTURAL BACKFILL AREA REQUIMUMWILLALWAYSBE REQUIRED. CONCRETE PIPE AND BOX CULVERTS D3-02 D3-03 GENERAL NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: INLET DEPTH (FT.) BASE ((MEASURED FROM FLOWLINE THICKNESS TO 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. ALL STORM IS PRIVATE. DO NOT MARK LIDS W/ COLLEGE O \LOGO. 1-1/2" LETTERING LETTERING STYLE: BOOKMAN OLD STYLE RECESSED FLUSH CKBARS 2" J VIEW 0 ■1 1�1, hIl Y5y NOTE: BOTTOM VIEW STORM SEWER LIDS TO BE OFCOVER USED FOR PUBLIC STORM SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE STORM SEWER SYSTEMS. 1" LETTERING (RECESSED FLUSH) I - t COVER FACE -112" -1/2" LETTERS .. ��-1- 13�412"-A NOTE: STORM SEWER LIDS E USED FOR PUBLIC RM BOTTOM VIEW SEWER SYSTEMS Y. STOT TO BE ORM S WEE STEMS. ATE OF COVER 33-1/4"DIA COLLEGE OF S�• 32-3116" DIA NEOPRENE GASKET J V ® 7/16" 1-1/2" LETTERING LETTERING STYLE: 30" DIA BOOKMAN OLD STYLE 2-9116" RECESSED FLUSH 33-15/16" DIA 0 R M S E 40-3/4" DIA FRAME SECTION J MACHINED SURFACE 32" DIA 3-13116" 2-7/16" 718" 2-7/8" R 1-3/4" 1" DIA X 4" LG H.R.S. ROD COVER SECTION PICKBAR DETAIL - 9116" 1 4-112" 5/16" STANDARD MANHOLE RING AND COVER 32"DI4. DUCTILEIRON V-1432--3 D4-00 25-3/8" DIA (2) 1- HOLES ,� 8 24-114" DIA 880 APART r LEGF E'" 1" LETTERING 22-118" DIA S (RECESSED FLUSH) 2" -- _ 2 5„ J � 1" LETTERING — 25-7/8" LETTERING STYLE: -- 31-7/8" BOOKMAN OLD STYLE (RECESSED FLUSH) R Al ` g E� FRAME SECTION COTER FACE 2-114" MACHINED BEARING SURFACE 1-3/8" 24" 1" 3/4" FIZZZZZ �- 2-1/42" 8116� 1-1/4" COVER SECTION PICKHOLEDETAIL STANDARD MANHOLE RING AND COVER 24"DIA. DUCTILEIRON V-1342A D4-01 z O tl'I w I --I U CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: C. L. M. DALE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE ID) SHEET 1 OF 1 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2%to4% 2%MAX.,1%MIN. 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS- BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. * P r a, workY Line « PER TAS 1 STANDARDS SIDEWALK SLOPE REQUIREMENTS 4"x4"x3/16" STRUCTURAL STEEL TUBING r�--�8' O.C. MAXIMUM w I a W O.C. MAXIMUM 12" O.C. --I I--6" O.C. 4"x4"x3/16" STRU( STEEL TUBING 4"x2"x3116" STRUCTURAL STEEL TUBING -$TRUCTURAL STEEL TUBING NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR Q 114" R (1(/2"O X 18",12" O.C. 314" (COATEDREASE) WITH HEAVY -� 3'-0" MIN. �VARIES-� 4„ E-2% MAX. i JRECYCLED MATERIAL,1/2" SEE NOTE 4 THICK AS MANUFACTURED BY J.D. RUSSELL CO. OR Z3- ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS SW1-00 & CONSTRUCTION JOINT SAWED FORMED, -0" MIN le 6'-0" VAa;. 118" TO 3/16" SEAL WITHTH EXPANSION JOINT MATERIAL, MIN. E- 2% MAX. 318" R -' - �� i SEE NOTE 4 - 4 #3 BARS @ 12" E.W. OR 28-DAY CONCRETE #4 BARS C.E.W. STRENGTH THICK MIN.) 00 PSI SIDEWALK CONTRACTION JOINT FINISH NOTE SWEEP SAND MIN 8" INTO ALL JOINTS MAX 24" CONC. SIDE'k,-dK 3-1/ ° `� j1/2"DIA. BOLTL PEDESTRIAN�'� 4" GUARDRAIL CONNECTION o. • �. w 7.5„ - SW1-01 6" GENERAL NOTES: 1" MAX �D LAYING COURSE ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS TRAFFIC RATED ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. PAVER MATERIAL BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS S WALK PAVER SECTI 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. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. "VARIES 4' y GREEN SPACE y y ° ` • e 6' SIDEWALK '' • ' � PROPERTY LINE 6" CROSSWALK DI CROSSWALK Mj STOP LINE LOC BE AS SHOWN E THE PLANS. IN DETECTABLE I WARNING PROPERTY LINE SURFACE u CONCRETE SIDEWALK ** VARIES SIDEWALK ► G MINOR COLLE� RS AND LARGER ACCEPTABLE TRAFFIC RATED 8'-0"-�}�VAR PAVER MATERIAL 2%MAX. I SEE NOTE 4 SEE NOTE 3 28-DAY CONCRETE #3 BARS @ 12" O. OR STRENGTH = 3HICK )000 PSI #4 BARS @ 18" E.W. TFINISH NOTE ALO „m MINOR COLL s . ORS AND LARGER CROSSWALK DIMENSION , CROSSWALK MARKING NO STOP LINE LOCATION ALL 4• BE AS SHOWN :ELXS%REIN THE PLANS. �O L 6+ DETECTABLE S WARNING [ SURFACE ** 23' (10' CURB RADIUS) Oy9,� \ y 94kT •. - 21.5' (20' CURB RADIUS) �� ' ' F p 16.5' (25' CURB RADIUS) P x a 3 3 z ** 23' (10' CURB RADIUS) o CROSS SLOPE NOT TO EXCEED \ w w 21.5' 20' CURB RADIUS w 2% OR BE LESS THAN 1%(� NY 16.5' �25' CURB RADIUS PORTION OF RAMP OR T�I�TION 1 C7 I ► TO STREET I I y '±- CROSS SLOPE NOT TO E cr D 2% OR BE LESS THAN• I N ANY PORTION OF RAMP O 1�ANSITION ° • ' TO STREET 8' 5' 3' 11,y 6' SIDEWALK AMBULATORY 81 EWALK AMBULATORY RAMP AT STREET INTERSECTIONSW3- M,\\"'MP AT STREET INTERSECTION * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET / TO STREET by O�J y y DETECTABLE / WARNING SURFACE y y 8' SIDEWALK y yy by O�Jy � y y PROPERTY LINE DETECTABLE WARNING yy SURFACE yy SWl-02 NOMINAL VARIES NEENAH , LAR SPACE E PLACE EQUAL BARS TRENCH GRATE MONLY BE ALLOWED WITH PR APPROVA FROM THE CITY ENO ER AND WHERE THERE IS NO :4ER STORM SEWER SYSTE AVAILABLE. .ter--•-� - Isometric View SIDEWALK DRAINAGE OF TRENCH GRATE * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION TO STREET / 6�Po� Y / PROPERTY LINE / y 4- y y y y y DETECTABLE WARNING SURFACE y yy RAMP * Z_ AMP* .}:.7ro & SIDEWALK ;^ 1 12� �.;: z RAMP* u:,b 1.1 5' SIDEWALK g IN SLOPE Z eNe� I=> in SLOPE :S 1.12 '. SLOPE MAX. EXPANSION JT. & 3' SMOOTH DOWEL BAR, 3- EXPANSION JT. & SMOOTH DOWEL BAR, EXPANSION JT. & 112" DIA. X 16", WITH CAP @ 12" O.C. 1/2" DIA. X 16", WITH CAP T 12" O.C. BAC A WIHEAVY BACK CRB 1 2OOT DOWEL BAR, BACK OF CURB 6' MIN. (COATED W/HEAVY GREASE) OF CURB 6' MIN. GREASE) 6' MIN. CAP @ 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP G SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-05 CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES sitt 11DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GENERAL NOTES: GENERAL NOTES: z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. 1. CURB RAMPS MUST CONTAIN A DETER�\\\\, E WARNING 1. ALL R OP S ARE MAXIMUM A OWAR THE LEAST O THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION SURFACE THAT CONSISTS OF RAI NCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY FOR PEDESTRIANS TO CROSS THE INTERSECTION AS -I� LANDING DOMES COMPLYING WITH SEC u'4.29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE WELL AS INFORMING DRIVERS WHERE PEDESTRIANS �� • .:, ACCESSIBILITY STANDAURFACE MUST OF APPROACH SIDEWALKS AS DIRECTED. .. MAYBE PRESENT. NOT ALL LOCATIONS NEED THE CONTRAST VISUALLY WJOINING SURFACES, wo: CROSSWALKS MARKED; HOWEVER, TYPICALLY INCLUDING SIDE FLAK ` FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM N COLLECTOR AND ARTERIAL STREETS DO. AS STATED DARK RED DE ' ,�E WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. Z ► Q.ts`Esti:o:p;q:: � MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE UNCOLORED `y.RETE, UNLESS SPECIFIED ELSEWHERE o z o:o.d;p:.o:o:o:o:a ND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT IN THE P 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS �� LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN iv o;o.ap:o:o.a:a p; 0 o:c.a ao:p:o. 2. DET LE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL THE CITY OF BRYAN'S PREFERENCE FOR MARKING ANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL OR "LADDER" w \� STYLE). THE CITY OF COLLEGE STATION'S ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. 6" MIN. FACE O HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE) IS PREFERRED. DEVIATI \ M SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS THESE PREFERENCES WILL BE ALLOWE WITH PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE SURFACES SHALL BE A MINIMUM OF OBSTRUCTED. CAL PLACEMENT OF DETECTABLE WARN 1 THE APPROVAL OF THE CITY ENGIN 5. DETECTABLE WARNINGTHE SIDE APPROACH IS SUBSTANTIALLY �� 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE LONGITUDINAL STYLE M G SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR D 8 FEET IN LENG ACED 48-INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, APAR pTRANSVE R RKINGS SHALL CONSIST THE STREET. DESIGN IN THE CURRENT EDITION OF THE TEXAS MAYBE SW2-OO OF 0OF UNMAF HCl'�H� TE ALL CROSSWALK PAVEMENT S SEPARATED BY 6 FEET 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. �: THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF MARKINGS NAYS MEET TxDOT'S SPECIFICATION 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN FOR TYPE RKI 44NLESS OTHERWISE APPROVED FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE Q z LANDING BY T\F [ i° ENGINEER: ' CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSJIBLE PASSAGE OVER OR O ITIONAL INFORMATIO�221- ROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. AN BE FOUND IN THETMPOLYMER COMPOSITE, PRECAST POLYMER CONCRETE 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND w>w AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE Gaw CROSSWALKS WITH BRICK PAVERS, ST ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ado STAMPED CONCRETE, ETC., SHALL ALSO R MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE DETECTABLE WARNING SU RETRO-REFLECTIVE, THERMOPLASTIC TRANS r ALIGNED WITH THEORETICAL CROSSWALKS, OR AS (DOMES TO RUN PARALLF STRIPING. DIRECTED BY THE ENGINEER. PEDESTRIAN TRAVE 4" MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES o z q>o 4.p;o:o:o:av; SIDE FLARE (TYP.) (PENETRATES) A CURB. iv 0°000o:a� p:o:...:pa 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6" MIN FACE OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS 10" MAX CURB CONNECT TO THE STREET. PIC CEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. G SURFACE ON SLOPING RAMP RUN SW2-01 -2- GENERAL NOTES (PAVERSI 18„ FURNISH DETECTABLE WARNING PAVER UNITS MEE � .. -T UNIT BASKET WEAVE PATTERN UIREMENTS OF ASTM OR AS DIRL, TWO z �� LAY FULL-SIZE UNITS FIRST FO BY CLOSURE UNITS a z & x 5' CONSISTING OF AT LEAST NT OF A FULL UNIT. CUT F JO LANDING O 1 O DETECTABLE WARNI.. �' UNITS USING A POWER SAW. mw� 4" 2 ��- NEW ww w 00 O O 1� W>W LANDI wm X \ aI-c 8„ a DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET PAVER WITH TRUNCATED _ DETECTABLE 4"MAX s OME SURFACE DETECTABLE WARNING PAVER WITH -I AND USUAL TRUNCATED DOME SURFACE a LL'ARNINC PAVER SIGN JOINT �•..,, , � � S REQUIRED 1" MORTAR BED -SHALL CONFORM TO �- of A y SIDE SLOP E iv � SID STDPE FLARE APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE MAX. (TYPICAL) �� ' �'= v _ = dW OXFACE OF ' ,.....' `MIN. 4" 6- FACE OF CURB ) (TY AT L)Y 4' RAMP WIDTH (T . CURB No. (3( AX,)) -CENTER ER (TYPICAL) ��` ATEDDOMEPATTERN BOTH M AYSN-CENTER CLAS�bp,�„!� RETE-SHALL CONFORM ICAL AMBULATORY RAMP W/ CURB RAMP TO APPucA� CIFICATIONS FLARED WINGS T1F'TF.(,'T A RT .F. W A R NTN(� P A VF.R SECTIONA A 2 I�I(�ai�,��1( ��I(��i3� z � o H H w Q � H � con a a w a � o �, v Q z � � Q Hcon 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: a w SHEET 1 OF 1 PROJECT BENCHMARK, GENERAL REQUIREMENTS C CAT PI FLA 29 CFR Part 1926 REQUIREMENT FOR PROTECTIVE SYSTEMS SUPPORT SHIELD AND OTHER PROTECTIVE SYSTEMS (FOUR OPTIONS) OSHA STANDARD 29 CFR PART 1926, SUBPART P shall nLASSIFl TYPE A 1) Designs for timber shoring in trenches set in accordance SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) with the conditions and requirements determined by using be used for design of tnwx;h safety requirements. Should there be any conflict between this drawing and CFR 1926, Type A moons cohesive sails with an unconfined compressive strength of 15 tsf (144kPa) or Examples of cohesive 1 slopeoe degrees or less, In lieu of soli ) A f 34 d9 Appendices A and C (amber shoring for trenches) of 29 CFR, Part this less is SUBPART P. the OSHA Standard shall prevail. greater, are: clay, silty clay, sandy clay, clay loam and in some clossifaation. A slope of gradation or considered 1926, Sub P. For oluminum tt droulic sharing, Subpart Y 9. Appendices safe for any type of soil. A and D of 29 CFR, Part 1926, Subpart P, can be used if Protection of employees in excavations against cave-ins and ogafr�t falling rock, soil or moteral by use of an 'adequate cases, silty cloy loom and sandy cloy foam, Cemented cases, 2) Maxxrxmt allowable slopes and allowable configurations manufacturers' tabulated data is not available. system. An exception being when the excavation is in stable soils such as coliche and hardpan are also for sloping and benching systems will be determined through use 2) Designs of support systems, shield systems or other protective rock or when the excavation is less than 5 feet deep and considered Type A. However, no soli is Type A if: of Appendices A (Soil classification) and 8 (Sloping and systems using manufactures tabulated date may be used, deviation examination by a competent person provides no evidence that a cave-in should be expected Protection from failing rock, 1) The son is fissured; oh Benching) of 29CFR Part 1926, Subpart P. allowed only with specific, written approval of the manufacturer. MR or material includes scal'xtg to remove loose rock or soil, 2) The sal is subject to vibration from heavy 3) Designs' of sloping or benching shall Be selected from, 3) Designs of support systems, shield systems or other protective installation of protective barricades and other 'equivalent traffic, pile driving, or similar effects; or and be in accordance with, data provided in written form. The text systems using other tabulated data may be used provided the data is protection.' Material or equipment which might fall or roll into 3) The soil has been previously disturbed; or to identify: Criteria that affect the selection, the limits of in writing and includes: Explanatory information to aid the user an excavation must be kept at least two feet from the edgeof excavations, or have reta devices, or be prevented fro 4) The soil is part of a sloped, layered system where the use of the data, and sufficient explanatory data as necessary to P °0' in rrwicing a selection, the criteria determining the selection, arnf fairing with o combination of both precautions. layers di into the excavation on a slope of four p ' horizontal to one vertical (4H:1V) or greater or assist in making a correct choice of a protective system. the limits on the use of the data. At least one Co of the PY At least one copy of the tabulated data identifying the information, Including rig the identity of the RPE, is to be kept at the Daily inspections of excavations, adjacent areas, rand protective systems by a competent person and the removal of 5) The material is subject to other factors that would require Registered Professional Engineer who approved the information worksite Burin construction of the protective tom, 9 Pr shall be maintained at the jobsite during the time the work It 4 Design terns not us an of the three ev`nous cited tans )sYs 'n9 Y Pr ly oP exposed employees if evidence of possible: cove -ins, fmlure of protective systems, or other hazardous autions it to be classified as a less stable material. being carried out. must be approved a Registered Professional riser, shall be In PPro preous Conditions until necessary precautions hove been token, necessary e" TYPE B 4) Excavations can be deigned b a Registered Professional '9<' Y ell writing and include the identity of the RPE and details such as sizes, A competent person' should remain at the workher connectivenually i) Cohesive soil with on unconfined compress- 'Engineer, put in written farm and kept of the worksite, but must types and configurations of the materials to be used. At feast one while employees arc within on open excavation where protective ive strength ter than 0.5 tsf 48 We , or � 9'� ( )� include, at least, the magnitude and configuration of the slopes copy of the plan is to be at the job site during construction. eye rig systems ore bet used. 2) Granular cohestonless sots including: angular ravel 9: g g determined to be safe for the project and the name of the RPE who According to the new standard, information necessary for the Remount of or rxartroGzatiorl of surface encumbrances which (similar to crushed rock), silt, silty loom, sandy born and in approved the plan. safe installation, placement, use and removal of any trench may create a hazard. some cases, silty clay loam and sandy clay loom. support system must be available at the work site at all times. Estimate location of underground installations (sewer, 3) Previously disturbed soils except those which telephone, eteetdcal, fuel and other lines; storage tanks, etc.) would otherwise be classed as Type C soil. prior to dare all pinpoint actual locations as estimated 4) Soil that meets the unconfined compressive TABLE OF MAXIMUM ALLOWABLE SLOPES locations are approached. strength or cementation requirements for Type Ron",runways, ladders tir stairs Us means of access%grass A, but is fissured or subject to vibration; or must be within 25 feet of an employee work area if a trench is 5) Dry rock that is not stable; or NOTES: four feet or more deep. 6) Material that is part of a sloped, layered system where the Warning systems for mobile equipment including barricades, layers dip into the excavation on o slope less- steep than hand or mechaiicol signals, or stop togs. four horizontal to one vertical (41-1:1V), but only 9 the material would otherwise be classified as Type B. Testing and Controls for hazardous atmosphere including emergency rescue equipment and daily inspections for potentially TYPE C hazardous conditions by a 'competent person.' Controls include 1) Cohesive soil with an unconfined compressive ind'niduotly attended lifelines during descent into bell-bottom strength of 0.5 tsf (48kPo) or less; or pier holes or simmer excavations. 2) Granular soils including gravel, sand and loamy sand; or 3) Submerged soil or sal from which water is freely seeping; or 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed In degrees from the horizorniol. Angles have been rounded off. 2. A short-term mo&um allowable slope of 1/21+1V'(63 deg.) is allowed in excavations in Type A 3aT that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shag be designed by a Registered Professional Engineer. 4. For acceptable slope and bensching configurations, "see figure 8-1 in OSHA Standard 29 CFR Port 1926, Subpart P. Support systems such as shomg, bracing, or underpmtxng to ensure the stability, of adjacent structures such 'as buildings, 4) Sulxntrged rook that is not stable; or were or sidewalks. 5) Material in a sloped, layered system where the layers dip into the excavation on a slope of four horizontal to pit vertical (4HAV) or steeper. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi SIZE ACTUAL AND SPACING OF MEMBERS '* Depth Cross Braces Wales Uprights Trench feet Horizontal wing Feet Width of Trench Fee Vert. Pacing Feet) Size n Vert, poCin let axlmum oSTc rib a horizontal feet Up o, p t p t p p to UpTo6 4x44x4 x 6x66x$ 4 � 2x 5 UpTo8 4 x 4 4 x 4 x66186x6 4 R d Zxff tip to 10 UP70104x64x8 xbbx66x8 4 a ita 4 2 x 6 Up To 12 4 x a 4 x 8 8 t s6xOle x6 4 8x 8 4 2 x 6 UpTo6 4x44944x6616616 4 3 x 8 UpToB 4x8 16 x 6x-56x6 4 8x 4 2x6 i10 15 Up To 10 a%e6xS6x Sx86x8 4 8 it to 4 2x6 Up ToT26xb x6 x 6x'86xff 4 1ox10 4 3x8 UpTo6 6x66x6 x66x$16x8 4 8x8 4 3x6 6x66x6 x6 xa6ita 4 8x8 4 3x6 tip toUpToB R0 Up To Jo axOle xff x 8x 8xi 4 8xl 4 3x8 Up To 12 8x88x8 x $ 1 84 x It 4 INTO 4 3x8 Over w.e► n) . Depth of SIZE (ACTUAL MID SPACING OF MEMBERS •' Cross races wales hts CBl Trench feet } HorizontalWidth tF�O of Trench feet Vert (Feet) Size lx') Veri, eat mumor{spachv n9 e o a to to fi up to up to i0 UPTo8 4 x 6 4 ir 65 x66x6S16 5 6x8 5 2x6 5 UpTo6 6x86x 156 x66xS6xs 5 8x101 5 2x6 UP to 10 up To 10 6x a 6X 66x 4 6x toii6 $ ox1d, $ 2 x 6 See .Note t UpTo6 6k68x6 z66x86x8 5 8x8 5 2x6 10 UpTo8 6x86x x 8x88x8 5 O1to 6 2x6 Up to 15 Up To 10 8x88x8 x a 8xaOW00 5 0it12 5 2 x 6 see tote t Up'To 6 6x86x6 x Asx88x8 5 exto 5 316 15 UpToB IsxaaIasx sex8 It 5 10x1 5 3x6 Up to ?0 Up To 10 BdD Sx10 8xt0 Bx10 toxlo 5 12 x t2 5 3 16 see Noce t Over 2C See Note (1) SIZE ('CRW) AND SPACING OF MOM - h of Cross Braces Wales hts Trench feet Horizonntal iz eat w h of Trench {Feet) - Vert n Val. S0�'4 Maximum allowable horizontal foot See Note 2 t0 Up Up Up to to close upTo6 a X $is A 81s 088x88x8 5 ext 5 2x6 5 UpTo6 8x8818 x I a x8 8 x1 5 text 5 2 x 6 Up 10 to Up To 10 We axle Bxia &10 1000 5 2 x 1 ...5 2 it 6 _ see Note t UpTo6 a x a a I so x askBalo 5 tox1 $ 2 x 6 tO Up To 8 &to &t0 we SAO toxio 5 12 it 1 6 2 x 6 Up, t0 See tote 1 Up To 6 B x it ext0 to Bx10 hoillo 1 5 112 x 12 5 39 6 1 see Note i to 20 see 11ok , See Note i Orr V 1 (1) VMrll SI•xt M MP Mill TYPES A & R HYDRAULIC CYLINDERS Depth of Moximun Maximun Width of Trench (Feet) Up to B Up toil 2 Overp Up o115 Trench Horizontal SFeet Vertical a tN feet Over 8 (type A) tip to 8 (Type 8) 10 4 ©iamceter 2p� �inch Nate 2�er Diameter Overype 10 U� to 6 5 e B (Type ) O1v5er 7 (Type A) loto 5.5 (Type 8) Over 201 Note 1 Sa'I Type A Pa=25xH+72 psf (2 ft Surcharge) So'I Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psi (2 ft Surcharge) SiZE (ACTUAL) SPACING F MEMBERS ** Depth Cross Braces Wales nahts Trench feel Horizontal Feet width of Trench eelVert Up4to Up Up UpIV to Up to Owe . Size w Vert. oxrmum owe a orzan apcin tact feet UpTo)b 14 x44x 4x44x9 4 Not Nod 4x6 UpToB 4x4 14 x44it6.4x6 4 ftat k 'd d 4x8 up to 10 Up To104x6 16i4x e 6x 6x8 4 8x 1 4 4 x 6 Up To124x6 1:6 x'as i66x6 4 li-it-V 4 4 x 6 UpTo6 4x44x4 x46x66it6 4 °e Rid 4xTO 10 UpToB 4x84x64x sOx66x6 4 6 x 8 4 4x6 tp to 15Up Tort! 61616x tie I 8x66xa 4 8 x 8 4 .4xa Up To 12 6 X 6 6 , Glex661 16x6 4 8x14 4 4x6 4x10 U0To6 6it66x66x 6x66x6 4 8x8 4 3x UpTo8 6x66x66x662$Isxa 4 8 x 8 4 Sx 4% 12 115 20 Up To 10 6it68146z 6x66x8 4 18zt4 4 1 396 UpT612 6x66It616tt sBx8.6x8 4 IS212 4 3164x12 Over 20 Note (1) SIZE (JCnW.) AID SWM OF iE1118M - Depth Cross Braces Wales Uprights of Trench feet Horizontal S(t width of Trench (Feet) Vert eo� Sae In Vert, Feed Max' mum slpoawconblge o on a UP io Up4 tofUp9 U12io Up 1° UpTo6 4i's4x64x 6x 6 616 5 6x8 5 -t-2- 3x12 4x12 5 UpTo8 4x64x66x86x86x6 5 8x8 $ 3x8 418 Up to 10 UP To 10 4x64A6 6 166it6a a 5 8xi01 5 4x8 see Note t UpTo6 6x66x6Sx 6x86x8 5 8x8 5 3 x 6 14"It10 _ 10 UpToB 6x86x86x a 8x88x8 $ 10XiO 3 3x6 4x10 Up to 15 'Up To 10 6x86x8 x Bx 8x8 5 tox12 5 3x64x10 See Note 1 UpTo6 6x86x8 x eta$ Rol 5 6xto 5 4x6 15 UpTo8 S ir a 6 X se x88x88x8 5 10 x 112 5 4 x 6 Up to 20 Up To 10 a*a8x z 8x88x8 5 12x1`2p $ 4x8 See Note 1 I Over 210 See Note (1) SIZE(ACTUAL) AND SPACING OF IAEIJBERS ** Depth Cross races B aes Wales U hts VI Trench (feet) Horizontal Spearg (Foot) Wktth of TWO (feet) Vert. eat Sze nit _-- yam, kv Feet llowable horizontal maximum sP (fed Up to Up to Up g U to 2 Up to. UpToB 616.ex6 x66x68_x6 5 8x8 5 3 x 6 5 Lilly To8 6x66x6 x68188x8 5 iox10 5 3x6 Up to 10 up To to 6x66168:r8,ex$8x8 5 10x12 5 3x6 see Note 1 UpTo6 ex86x86x a 8x$ax8 5 10.10 1 5 4x6 10 UpTo6 a xeox$B x88x Big x8 5 1202 5 4 x 61 to UP 15 fkte 1 sNow. 1 ... UpTo6 8x88x88x I Bx,O 000 5 1002 5 4x6 see NoteI till t0 20 see ►kte 1 See Note 1 Oar 20 See Note (1) ALUMINUM HY MUC SHORING wAl CR CYCTCIUQ FAP Sill TYPE R Depth Trench fret WALES HYDRAULICCYLINDERS nierx wtim vertical q Feet �� Sm1n, (In3)c. Width of Trench Feet a rxlr up to e ow a UP in 12 am 12 up le 1s sore s" 2 .3 z, Cylinder Olio Hertz , order pro Hartz c. 1 r Dio Over 5 Up to 10 4 3,5 8.0 2 in 8.0 wa�) SA 3 in 1-3xI2 7.0 9.D 2 in 9.0 .,...9.0 3 in 14.0 12,D 3 in 12.0 3 in 12.01 3 in Over 10 Up to 15 4 3.5 6.0 I tin 6.0 6.0 3in - 0 - 7.0 8.0 3 in _ 8.0 3 in 8.0 3 in 14.0 10.0 3 in 10.0 3 in 10.0 3 in Over 1 to 20 4 3.5 5.5 2 in 5,5 v4f 6.5 3 in 3x1lip - 7,0 6.0 3 in 6.0 3 in 6,0 3 in 14.0 9.0 3 In 9.0 1 3 in 1 9.0 1 3 in Over 20 Note 1 WAi rR S'YRTRIS MR Snll TYPF C Piles tg TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated ore to be determined as specified in (( 1926.652(c), " Design of Protective Systerri When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks e.g., tongue and groove) at least three inches hick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfnll material. Close Sheeting refers to the placement of plonks side -by -side allowing as little space as possible between them. (3) All spacing indicated is measured center to center, (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of tfhe lowest crossbrace to the bottom of the #ranch exceeds two and one-half feet, uprigghts shall be firmly embedded or a muufsnl shall be used. Where uprights ore embedded, the vertical distance from the center of the lowest crossbroce to the bottom of the trench shall not exceed 36 inches. When mudsiffs are used, the verticol distance shall not exceed 42 inches. MAudsiils are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbroces. When the vertical spacing of crossbraom is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbroces is five feet, place the top crossbroce no more than 2.5 feet below the top of the trench, Do th Trench eat WALES C n+edt upmcxns Vertical Feet - 3 Ina ren width of Tch Foot a. tip toe err a nP lb t3 err 12 ue b f6 SON s ok 2 3 Harz.Cylinder t. ftoriz inde riz Ho Inder Over 3.5 6.0 2 in &0 Lh 6,0 3 in 7.0 6.5 2 YIn 6.5 rL'n) 6.5 3 in U to 10 4 3xl - 14.0 10.0 3 in RUO 3 in 10.0 3 in Over 3.5 4.0 2 in 4.0 2..(n,) 4.0 3 in 7.0 5.5 3 In 5.5 3 in 5.5 3 in t0 fin to 4 301,- - I 14.0 8.0 3 in 8.0 3 In 8.0 3 it 5 Over 3.5 3.5 2 In 3.5) 3.5 3 in 7.0 5.0 3 in 5.0 3 in 5.0 3 In 115 llpOto 4 30 - - 14.0 _ 6.0 3 in 6.0 3 In 6.0 3 in 22 Over Note 1 Footnotes to tables, and general notes on hydraulic sharing, are found in Appendix .D, Item (g) * Consult product manufacturer and/or qualified engineer for Section Modulus of available wales. Maximum Depth Chart Using Typical Water and Sewer Trench Detail CEMENT STABILIZED SAND BACKFiLLtSEDDING SPECIFICATIONS: (see datoli this Sewer Dane I vrater Line Spec. D3034 D2241 C905 C900 SDR 26 1 26 25 14 Class _nc 1 160 165 1 200 t " 81. 6.3 na 219.3 6" 54.5 -51.5 na 152.5 8" 40.7 39.7 na 116.7 10" 33,5 32.8 na 95.8 12" _ 28.5 28 na 81 14" na 25.7 24.7 na is "1 23.3 1 na na na 16, na 1 na 2.19.8 22 181 na 2DO 5 199 na 20" na I na 1 18.2 1 na 24" na I na 1 1 DESCRIPTION: This item shal govern the mixing and pizement of cement stabilizes sand as a trench backfill mraterial or bedding material. Placement shall be In conformity with the typical sjctrons shown on the Plans or as described In the Special pions. MATERIAL'S: A. SAND- Cean durable sand meeting grading requirements for fire aggregates of ASTM C33 ; and the following requirements: 1. Classified as SW, SP at SM by the united Soil Classifications System of ASTM 1)2487_ 2. Deleterfois materials: (a) Clay hmps, ASTM 0142; less than 0.5 percent, (b) Lfghtvstght pieces, ASTM 0123; ess than 6.0 percent (c) Organc impurities, ASTM C40; cdorno darker than the stand lard eo'm (d) Piastidty index of 4 or less when ested In accordance WithASTM D4318. S. CEMENT -Type I Portland Cement catforming to ASTM C150. C. WATER- Potable water, free of offs, welds, alkalies, organic matbr or otherdeletedotls subs lances, Depth of Bury in feet is measured to the Flowline of the pipe. meeting requi-ements of ASTM C94. na = Not. Available e ne no pressure Class 206 REQUIREMENTS FOR DESIGN: e B/C d yP� � 5• P pIV I. G J�' tbwron►t Amw t�` y I Roadways L3rivewa^ .& Parking Lots ��5 ` l Existin Of Proposed, j BJc Sidewalk PLAN VIEW CEMENT STABIUZED BACKFILL AREA Cement stabilized bockfitl area include off paved areas (sidewalks, streets, alleys, driveways and parking areas) and shall extend 5' beyond the curb fine. Where any portion of the Utility Trench ties under a paved area, the entire width of the trench shall require cement stabilized backfili. 1OMPACTIO4 IN FINAL SACKFILL _ZONE COMPACTION OF ALL FILL SHALL BE AT A M015TURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 4% ABOVE OPTIMUM. EACH LiFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. COMPACTION IN INITIAL BACKELL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT, AVOID CONTACT VATH PIPE AND MAINTAIN A MINIMUM OF 6" OVER PIPE CROWN .WHEN USING SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT iN 6" MAX LAYERS. WORK IN HAUNCH 'ZONE AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. INSTALL AND COMPACT iN fi' MAX LAYERS WORK fN 4" BEDDING Design sand -cement mixture to produced minimum unconfined compressive strength of 50 pounnds per square inch it 48 hours and 100 pounds per square inch In 7 days, Alt compaction shall be to 955% in accordance with ASTM D558, All curing :hall be in accordance with ASTM D1632 and teste6 in accordance with ASTM 01633. Mix shall contsin a minimum of 1-1t2 sms of cement per cubic yarc for generat purposes. Mix for use as sanitary 'sews embedment within 9 feet of waterlines'shall contain'c 112 sacks of cement per cu ibic yard. All mixes shal have a moisture content tetween W. to 2% above optimum. MIXING: A, Thoroughly mix sand, cement and w8er according to the'mix deign using a pugmiil-type mixer, The plant shalt be equipped wilt automatic weight controls to ensure correct mix proportions. 8, Stamp batch ticket at plant with time If loading directly after mixing. Material not placed and compacted within 4 hours after m4ng shall be (ejected. PLACING CEMENT STABILIZED SAND: A. Place cement stabilized sand mixturein 8-inch lifts and compact to 95% of ASTM D558, unless otherwise specified. The moisure content during compaction shall be between 0°l010 2% above optimum. Perform aid complete compaction of moment stabilized sand mixtuure within 4 hours after mixing at the plant. 'B. Do not place or compact cement stablized sand mixture in standing or free water. FIELD QUALiTY CONTROL: A. The cernett content will be checked in 5ampfes obtained to fhe teld wh?never thete are app xtrent changes in the mix properties. 113. Mixing plant inspections Vitt be perfomed periodically. Material samples will be obtained and tested 9 there is evidence of change in material characterlsile. . C. Random samples of delivered product will be taken in the field atpoint ofdefiivery for each day of plac3ment in a Work area. Specimens Will be prepared in accordance with ASTM D16 32 and tested for 48-hour compressive stength in accordance with ASTM D1633. MEASUREMENT AND PAYMENT:' No direct payrlent will be made for cemmt stabilized sand under this item. Payment for cement stabilized sand should be Included In thelunit price for the applicable utility or structure instatlatio xt. NON-STRUCTURAL STRUCTURAL AREAS AREAS FINISHED GRADE SEE PAVEMENT 'i SECTION FOR DEPTH. 6] .., R.C.P. PIPE PER ASTM C-76 CLIII BEDDING MATERIAL. - TO EXTEND 6' fO BELOW BOTTOM OF PiPE 8'4aN PIPE DUTSIDE DIA ;ays 12-MAX 121109C TYPICAL RCP STORM DRAIN TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. NOTE 1;. UNDER NORMAL. CIRCUMSTANCES THE CONTRACTOR SHALL USE. TYPE 'B' MATERIAL FOR BEDDING AND IN THE HAUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE 'D" MATERIAL AS SHOWN. NOTE 2. BACKFILL OF STRUCTURES- WHEN STRUCURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL MIN `, `1 AREAS (AS DEFINED ON THIS SHEET) CEMENT STABILIZED LEVEL FINAL GRADE BY HAND. (MIN) SEE NOTE 1 e, SAND BACKFILL .SHALL BE REQUIRED. USE CLASS till MATERIAL I 1z-,,,r IN ALL ;OTHER AREAS. WHERE THE TRENCH BOTTOM IS UNSTABLE, NOTE 3. 'DETECTOR TAPE .IS NOT REQUIRED ON DIP OR CMP. EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WiTH A FOUNDATION OF TYPE "D" MATERIAL. PLACE .AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THiS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SHALL BE PAID FOR AS EXCAVATION. TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC. DIP. CMP, AND TYPE K COPPER NON-STRUCTURAL STRUCTURAL AREAS AREAS FINISHED GRADE SEE PAVEMENT SECTION FOR DEEPTH, r_ HOPE PIPE PER AASHTO M 294-09 BEDDING MATERIAL :. TO EXTEND 6' BELOW BOTTOM OF PIPE 81AIN PIPE OUTSIDE DIA. BiAIN 12'MAX 12'AtAX TYPICAL HDPE STORM DRAIN TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. ICES NON-STRUCTURAL STRUCTURAL AREAS AREAS TRENCH AND EMBEDMENT TO 13E "SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. BACKFILL MATERIAL LEGEND CLASS OF CLASS OF MATERIAL COMPACTION REQUIREMENTS MATERIAL PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER 85% MAX. PER 0 fV A OR IV B ASTM DI557 0 ASTM DI557 0 TO 4% WET OF 0 TO 47. WET OF OPT. MOISTURE OPT. MOISTURE B If, 10, AR d 95% MAX. PER ASTM D1557 0 857. MAX. PER ASTM D1557 0 TO 4% WET OF 0 TO 4% WET OF OPT. MOISTURE OPT. MOISTURE CEMENT STABILIZED SAND 95% MAX. PER 95% MAX. PER (SEE SPECIFICATION THIS SHEET) 0 TO2%5 WET OF 0 TO 2% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX. PER 85% MAX. PER 1A OR 18 ASTM DI557 0 ASTM D1557 O TO 4% WET OF 0 TO 4% WET OF OPT. MOISTURE OPT.- MOISTURE TESTING ONE TEST PER 200' OF REQUIREMENTS TRENCH PER 2' FILL ASTM 02321-89 CLASSES OF EMBEDMENT & BACKFILC MATERIALS ClassIA: Angular, Crushed Rock, 'no fines Class 18, Angular, Crushed Rock and sand, well graded to minimize migration of adjacent soils. Little or no fines. Class 11• Coarse Grained salts. Clean. Native soils from the trench generally do not meet this requirement. The contractor may use motive materials from the trench only after providing soils laboratory test demonstrating compliance. ClosS III: Coarse Grained Soils with Fines. Native sods from the trench generally do not meet this requirement. The contractor may use native matisHols from the trench :i my after providing soils laboratory test demonstrating compliance. Bank run sand generally meets this requirement Class iV A: Sete-,t Material from the Trench consisting of Fine -Grained Soils (inorganic). inorganic clays of low to medium plasticity. gravely cloys, sandy clays, silty clays, lean clays. This material must have a liquid limit >50 and a Plasticity 'Index >7 and > "A" Line. See specification (ASTM D2321-89) for details. Class iV B: Select Material from the Trench consisting of Fine -Grained Soils (inorganic).- inorganic clays of medium to high plasticity, fat clays, inorganic silts, fine sandy or silty soils, elastic silts. 'Class V: Organic Soils. Material from the Trench which does not meet the requirements above. Ail rocks, lumps, and clods must be removed from this material prior to placement In the trench. This material is only appropriate for topsail in the non-structural trench. II 3 T.979.250.6963 F.979.260.3564 TX. FIRM # F-1443 3204 EARL RUDDER FWY. S COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY e UTILITIES a STREETS SITE PLANS a SUBDIVISIONS www.mitchollandmora(in.com rmF-144, OF %12/1 tc j ';Yc !':.............................$. ERONiCA J.B. MORGA 7`7689 FSStaNAL 'E� -o m Y? O c.I S, 'fl M t= .o tri m " a C.9 yr m a ©ate i o LL atr pmD�b xp C o av,�� O W C = O d n � cam 0 C O 0) tr. O V W I\ � W W � W i 4 PROJECTBENCHMARK, Siff QQM DWELLNG Uliefs-l" 00MY-193/38AS AM -6.24 UNITS/ACRE 11111111ARE FOOMWE OR= SUAK FOWQD� *W 0,F CLUB HOUSE/LSdM OFFM = SF FIRE LANE I DESICINATED PAPIKING ONLY All curbs and curb ends designated as firelanas on plans shall be pointed red with *4" (four 'inch) white lettering stating "FIRE LANE —NO PARKING —TOW AWAY ZONE" Wording may, not be spaced for than fifteen (15) feet apart. 8" (eight inch) , high if stripe and white lettering ore pointed on surface of pavement. FIRE LANE STRIPING le x 12' See Ordinance for additional information FIRE LANE SIGN MET W/C MQCL 604-WITE LETIM, ayMI5= 4 STMIZES ON AW-44T eLLIE 115ACK&R0110 AML SW *'VAN SPACE MLY To Sms -" alsTom sw POTS, y Fm — 684 Gy STD St PIPE-f LL O'Car..". in, Ew- -JOINT M C040WEIFOOM "tit V VOL BAR ZM FMT L cf—er I (01A)l HANDICAP SjkN, �IVTTtQN i AxDETA *4 KM,WWPW PW, ING IDENTIFICAVON LOGO TO BE MNTO ON: PAVING 0iITE LMIERIS SYMBOLS A MOM ON BRIGHT BLUE BACKGROUND) t RANDICAP SIGN — SEE DET- 4" WIDE DIAGONAL STRIPING 6, 24" 04'. (w,"ITE), Pro pedy Boundary 90646k, Line Easemen' Firs Lune Water Line 4-*— Sanitary Sa*w Lima Electrical $Omdo Contours CAN TYDI,CQI Ctaaswa& Lowtion Wight of ft, (R.O.W.) 41 Foe Grate Inlet cleanout 00 Fire, Hydmi %rot Light HE Water Meter Transformers SITE COLLEGE STATION ")TY LIB O — watiirvMaP N