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HomeMy WebLinkAboutFP2009-500091 (2)STA: 7+87.5 1 1 Mnn 8" 22.5' M. BEN]V. (VERT. DE ) ►-`� S�7+95 w�Iq N 8'' 2.5' M. BE IS 0T. DEF ) � STA: 8+05.2 ►--� W.S. f2 - STA 8+71.01 W.S.27 -STA. 6+83.10 " 55 LF. F 1.5" W.S. 1 55 L.F. OF 1" WA 1 2 IN -LINE OLOWM1 ASSEMBLY 1 1 r-+ STA: 8+34.3b I ( W.S. 130 -�ST 9+71.02 - - - - 1W.S.28= STA. 7+71.01,5 Ji1, BEND- (y� 55 LF. OF S. - - - - - - 55 LF. OF 1.5" W.S. STA:8+37.87--------- 0] 9-S 9-S - 8 S- S- S-8 5-8- 0 4"X30' STA. 6+79.24 1 CONNECT TO EXISTING 8" WATERLINEO 1 I 3 STA: 7+81.51 8" M.J. GATE VALVE - STA: 7+83.51 1 ( ►-a CONNECT TO WATERLINE W-7 WITH 8" X 6" M.J. TEE 14 SEE INSET E A-1 611 WATERLINE W-7 i to N c I (TYPICAL) Cloud Lane 8•Q =3 . - 8-- . I STALL 2" BLOW OFF ASSEMBLY -8 W-8-•"--"•-W-8 r---g}-Qg------__kJ+ 6.OT---------- I SLEOVE i i O 1 811MAoTERy EI W-4 30' I EVE i I rrpI 000 va 1 01 20 0 4 SCALE IN F( T O to Alignment Waterline W-4 Dea:: Waterline W-4 Desc. Station ---------------------------------------------------- Spiral/Curve Data Northing Eosting 8" X 6" M.J. TEE -------------------------------------------------------- PI 8+79.24 10175913.7181 3563577.0025 Length: 104.27 Course: S 42-47-47 W " 6 GATE ----------- ------------------------------------------- PI 7+83.51 1017W37.2109 3503506.1651 Len 300.00 Course: S 42-47-47 W 8" GATEN VALVE Delta: ---- ------------ 0-00-00 ------ ---- ------------------------------ VALVE Tangent Data 6+79.24 10175913.7181 3563577.0025 7+83.51 10175837.2109 3563508.1651 INSET N.T.S. Length: 104.27 Course: S 42-47-47 W -------------------------------------------------------- PI 9+65.01 10175695.9596 3563375-M17 ------------------ --------- --- Data Tangent ------------ 7+83.51 10175W7.2109 3563508.1651 9+66.01 10175695.9596 3563375.3817 Length: 182.50 Course: S 42-47-47 W STRUCTURAL BACKFILL 47 LF PROFILE 1 " = SCALE 40' HORIZ. 1'=4'VERT. U. O-9) 0 LA_ C�3 - 0 N 0 rx > m W 0^ Z � W� > O m I_ Z W 12JOINT-OF "'. 312 0 ER SEWER LINE + o tl N. DESIGN 00 W)+ 0GRADE EXISTING GROUND � 08 STORM PIPE 21 0.80% 04 304 0.80% N o e 0Q 8" S ER LINE C 2' MIN. S-11 0.80/0 N O 300 o q n 300. O n Go Q 00 Z a 29 30 96 W 28 ^ 1.5" "296 3 1.5" 3m � co N 0�j 00j Z p M CO N O O N M O M N M cn 1 " N M 3 0: W W fw 0 p 0i O 0a 00i W M $ M M O M O K) Jtn IZ- II J _j JW NWT N3 u� II u La_ Q W U_ m m p ri �' JW LA_ m W� m _110 j3 tL o NO 1 �O� a0A?0 �? W W m NN N to GnD?0 co 0a~ + 00 �+ 00 x n� GO v� +in IAA 0a +fn ^ Ga +_� W Z COa 0a +a _ rn + rM +Pn M +in� J ON n +� CO W + n� ICO ^N- �N f`Z r- GO QON_ QON_ 0)Q d0 08 ~� <C) Qz X:NW ~N 200 Zi (n �ODZi �jZ (n o0 0 In o0 N fD PIPE r7 M N N O Ln t\ FLOWLINE N N O M M r1i N ELEVATION M M M M M 0 M 7+00 8+00 9+00 8" WATERLINE W-4 10+00 8" M.J. GATE VALVE STA: 2+28.34 ADD 6" M.J. TEE AND 8"X6" M.J. REDUCER ON EXISTING 8" WATERLINE 8" VV RLINE W-9 \5�f \\ \\ -_- 2 DO- 9-1 \ J I \cx O Leawood Drive o Kt s' V EVE 1 r STA: 0+00 CONNECT TO 8 8" M.J. TEE I ON 8" WATERLINIE W-3 O - - - - 8911 WATERLINE W-3 I STA: 0+02 8" M.J. GATE V LVE I I I SEE INSET H . 13 icd n I I s N0019 z I Aligmient WATERLINE W-9 Desa WATERLINE W-9 Dow- Station Spiral/Curve Data Northing ------- Eosting --------- ---------------------------------------------- PI 0+00 10175315.3909 3562670.7858 89.77 Course: N 69-42-13 W ------------------------------------------------------- Pi 0+59.77 10176346.5285 3562535.5935 140.60 Course: N 47-17-45 W Delta: 22-24-28 ------------------- Da----------------------------------------- Tangent ata ----------------------------- 0+00 10176315.3909 3552670.7858 0+10.54 10176319.0454 3562660.9046 Course: N 69-42-13 W --- ----10.54 --------- --- --------------------------------- Circular Curve Data PC 0+10.54 10178319.0454 35626W.9046 RP 10176894.2DOB 3562799.6550 PT 1 +66.97 10175400.2637 3562528.3697 Delta: 22-24-28 Tyyppee: RK:HT Radius: 400.00 lm 14-19-28 Length 155.44 Tangent 79.23 Mid -Ord: 7.62 External: 7.77 Chord: 155.44 Course: N 58-29-59 W Es: 7.77 ------------------------ ----------------------------------- Pi 2+26.34 10176441.8871 3562483.2894 ---------------------tRota Tangen ------- ---------------------- 1+56.97 10176400.2637 3562528.3097 2+28.34 10176441 ZS71 3562483.2694 Length: 61.37 Course: N 47-17-45 W STRUCTURAL BACKFILL 47 LF Q40 20 0 �l SC LE IN FEET 8" X 8" \ M.J. TEE 8" GATE 8" GATE VALVE VALVE 11, INS.TH N.T.S. PROFILE SCALE " = 40' HORIZ. " = 4' VERT. 28 328 24 324 DESIGN GRADE EXISTING GROUND 20 -- 320 GAS LINE D PHONE LINE D PTH UNKNOWN 16 R TO VERIFY 316 1.30% 12 312 W 08 '• 308 3� 0 C co n M n di Ui O M 3 N W Do fnQ M Z z 04 Xi Via; RW 304 J L` W L,.I 1- r� MOj Q NC3 O nh 00~m 3 N N O a! i Z �? o ail i-ii eo �ii c0i 3 cr PIPE 0 (D M FLOWLINE ci rri �t �r Lri ELEVATION'- M M M ►� rM 0+00 1 +00 2+00 8" WATERLINE W-9 40 NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. ALL WATERMAINS AND SERVICE LINES UNDER STREETS TO BE PLACED IN PVC SLEEVES. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. EXISTING GROUND PROFILE SHOWN IS BASED ON AERIAL TOPOGRAPHY. 5. WATER MAIN SLEEVES TO BE SDR-26, ASTM D2241 PRESSURE PIPE. 6. SERVICE LINE SLEEVES TO BE PVC SDR35, ASTM 3034. 7. ALL SERVICE SLEEVES SHALL HAVE STRUCTURAL BACKFILL. 8. WATER METER BOXES TO BE INSTALLED FOR EACH LOT IN ACCORDANCE WITH WELLBORN SUD REQUIREMENTS. Hr"ri "r " FOR �PLIA JUL 1 5' 2009 If 0 >A! OF ..................... ..._. K NT M. LAZA .... 6592 OVAL �0 q THE SEAL THIS DOCUMENT W AUTHORIZED BY KENT M. LAZA. P.E. /85923 ON JULY 8. 2009 CIVIL DEVELOPMENT. LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REMSTRATKIN 9243. z a- Na M m o C) o^ L;jZZ U J 3: 2 N0O 1z Z O U H Z Z O ZO m U o0 OC�U� V) U) W_ L 0 U O O W V) 0 0- Ld W V) D e V)Q a 0 O O Ujd-M00 N o p I •- I O O zao•- N ti U) W T., O 0J J N 2k 0. O) 0 ti 0)_ O + o C al 0 CD U_ N m 0 ch z 2 N ti w cj) g Mo U 0 0) 04 m ci W MBA O00N U) or- O N O Z O W JNOO mot. (n F--' O di + O O CC) a �, F-" (n I FF--- U) I :) O Z I qT GO rn 3 U) 1 v 3: O I.E. � W W Z W Z W W U m W W Q W Q <�� O W 2 SHEET OF 14 NOTE= NOTES MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. i. A MAX. OF 4 AND A MN. OF 2 THROAT RINGS 4. MANHOLE LOCATION ANp COMPACTION AS FOLLOWS ADDITION OF CEMENT STABILIZED SAND OR GRAVEL SHALL BE USED AT EACH MANHOLE N NEW LOCAT QUIREMENT MAY BE REQUIRED TO STABILIZE FOUNDATION. OR EXISTING RIGHT-OF-WAY. PAVEMENT - - - - - - - -98 X STANDARD PROCTOR - ASTM 0 698 2. USE ADEKA SEALANT OR APPROVED EQUAL LANDSCAPE AREA- - - -- 90 X STANDARD. PROCTOR - ASTM 0 698 BETWEEN RING/COVER, ADJUSTMENT RINGS MANHOLE DIA. MAIN SIZE 4 FT (lain. 5 FT 218in. (30in. 6 FT 2361n. T AND CHIMNEY OR CORBEL/CONE SECION. 5, NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATIONSTREET RIGHT-OF-WAY AS FOLLOWS, 6.IN FLODOPLANS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS.. FLOW, THE CONE SHALL EXTEND 1FOOT ABOVE SEE NOTE 7. 0 - 12 _ = - - - - - - - - . 8" THE BASE FLOOD ELEVATION OR A BOLT. DOWN WATER -TIGHT RING AND COVER SHALL BE USED. _ 12 AND OVER - - - - - - - - - 12" VENTED WERE REQUIRED. . r Imo. 7. WARNING SIGN ONLY, TO BE PLACED WERE SEWER SIGN SEWER CROSSES OPEN FIELDS. MANHOLE SIGN (SEE DETAIL S3-05) STD. DUCTILE IRON MANHOLE COVE 3• MIN• AND FRAME (30" DIA. OPENING) OR EQUAL 12" SEE NOTE 1 12" MAX. SECTIONA -A SEE NOTE 1. 2..0.. 2' 6" PRECAST REINFORCED I 2'-6" e CLASS "A•' CONC. CONC. MANHOLE SECT. 3000 PSI N 28 DAYS ASTM DES. C-478 VARIES 8' GREEN, HEAVY DUTY, VARIES (SEE TABLE) BACK FILL AROUND MH SHALL WING CHANNEL POST VMIES E AS PER NOTE 4. VARIES STANDARD TEE PLUG 5.. (SEE TABLE) RUBBER -GASKET JOINTS S" MIN W/ MORTAR SEALANT 4.. 4•• it, INSIDE AT ALL JOINTS VARIES f�M€H ST/�ILIRED *INVERT 3/4 DIAMETER OF PIPE PLUG 5" MIN.STANDAR"� �+uW UP TO 24". 24" AND LARGER �� T'.0 ` ' SHALL BE FULL DEPTH INVERTS. D TEE VNKS -� BASE VARCS A -� 3" A WATERSTOP-PPECONX A•4 BARS. B" O.C.E.W. -4 BARS BENT 0 90• AND • MANHOLE ADAPTER SEAL. 90• BE VAmEs 900 BEND OR APPROVED EQUAL. NOTE,pEPTHS GREATER THAN 12' WATERSTOP-PIPECONX TIED TO WALL AND BASE. [2 REO'D1 MANHOLE ADAPTER SEAL. 6" MN. WILL REQUIRE 2 MATS OF OR APPROVED EQUAL. /-413ARS. 8" O.C.E.W. SEE BASE r ...�. REINFORCING STEEL IN THE t2 REO'0) NOTEv DEPTHS GREATER THAN 12, NOTE FOUNDATIO BASE. WILL REQUIRE 2 MATS OF REINFORCING STEEL N THE BASE. WATERSTOP-PIPECONX CASTINPLICEAL NHOLE 14 BARS. 8" O.C.E.W. -- DEPTHS MANHOLE ADAPTER SEAL. PRE-CASTMANHOLE GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL IN THE (2 REO'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE RESTRAINED TE, CAP JOINT -FOR FORCUT AT E MAINS. GE ON C C1-o0 PVC TEE J NOTES= �71 G PVC PLUM WITH HALF MOON 1. 1" DIA. "STARTER" HOLESL SHALL BE DRILLED THROUGH WALL OF CAST --PLACE MH CUT Oui OF IT TO FORMA P 0 REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. SEE DETAIL (STO) FOR AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED DAM HALF THE PIPE DIM BY A CITY INSPECTOR. THE CONTRACTOR SHALL BEGINREMOVING CONSTRUCTION Of MH PPERIPHERALLINE. NEW INVERT SHALL • "STARTER" HOLES HAVE SMOOTH. TRANSITION THE CONCRETE INSIDE THE PERIPHERAL 'STARTER HOLES. (SEE NOTE 1.) INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. PVC PIPE ONE SIZE EXISTING INVERT AS REQUIRED.. 2, THE NUMBER OF RESAR DOWELS SHALL VARY WITH SIZE OF SEE PLAN OR PROFILE FOR PIPE SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. SIZE, TYPE AND INV ELEV PIPE *LET 3. WATERSTOP SHALL BE INSTALLED N STRICT ACCORDANCE WITH 1.3/4" STAINLESS 1 -" OPENING CREATION DE TAIL RN ROU MANUFACTURERS REQUIREMENTS. OROUi STEEL BANDS /\ CR T 4. CONCRETE SHALL BE 3.000 P.S.I. (TYP) 5/811STANLESS STEEL 45• ELBOW ONCRETE p-0 SYNKO-FLEX PREFORMED PLTIC BOLTS W/ EXPANS,TURN W/fLOW K ANCHORS M GROUT INPLACE) •3 REBAR ION ft4" LONG) YIATERST OR APPROVED �.p• UIVR EQUAL,tSEE NOTE 3.> 2(TCCRI NHRINKITYP) EMEG41OUEPDXYEO NTMNE WATERSTOP - PIPECONX WALL 3". (SEE NOTE 2.) MANHOLE ADAPTER NEW INVERT SET ELEVATION EQUAL TO i PPE Oa SEAL, OR APPROVED PpILPE 0 i T- TOP OF LARGEST PPE N MH SEE PLAN OR PROFILE FOR PPE PLLUS U5 ' SIZE. TYPE AM NV ELEV WATERSTOP-PPECONX ' 1 CONNECTION DETAIL SECTION VIEW MANHOLE ADAPTER SEAL, 4 ) ' "ti'• 1 MANHOLE CONNECTION DETAIL (2 APPROVED EQUAL. •CHANNEL FORMED INCONIC. BASE 8 (2 REO'D) INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN 1 ONN CTION DETAIL SECTION YEW_ 51-03 NOTES 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T•' POST PAINTED GREEN. 3.ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM D3034 SDR25 WITH GASKETS. 4. ALL SERVICE CONNECTIONS i EXTENSIONS ARE BID INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REOUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6' CgNTiRUC RS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF S a I SIDEWALK O rC= >F 3.5' MAX. I(SEE NOTE 1.) 1 .0' 2' PVC (SEE NOTE 3) STD. 45• PVC BEND CONC.CURB 6 GUTTER 4" PVC EXTEI W/PVC CAP [SEE NOTE 3) PVC WYE WITH PVC CAP (SEE NOTE 3) PLAN (TYPICAL) SEE NOTE 3.5' MAX. OR AS DESIGNED (SEE NOTE L) NEAREST BELL-\ JOINT (TYP. EA. END) (I~t } I WATER LINE (MIN. 4' BURY) PVC (SEE NOTE 3) I p 2' DESIRABLE 2.0 "7- TEE WYE SERVICE FITTING ASTM 03034 SDR26 PPE (SEWER WYE AND Va'BEND) ,,CASKETS 0,.0X MN. SEWER LINE STD. Pvc COUPLING PROFILE SEWER SERVICE LINE CROSSING /(L Creek C 0 C.E PROP. SANITARY SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL 2' TYP A) a(4'."" Ty" A_ '` I- i L CUR. STEEL CASING CARRIER P PE CASING. SPACER 1-PC. PULL -ON WATER TIGHT NEOPRENE ENO ADJUSTABLE TOP RUNNERS SEAL W/. STN. STL. TO MAINTAIN T" MAX CLR. CLAMPS "APS" OR "PSI" MAX NOTE, CASING SPACERS BAND CLAMP STEEL CASING 4-RUNNER WL(THRU 24'DI1 AT SPRNGLNE S" WIDE BAND STAINLESS CASING)OR 6-RUNNER MN. STEEL ,TYPE 304) (24"-42" DIU CASING) STAINLESS STL.TYPE304t8" WIDE BAND PROVIDE 4 NEOPRENE INSULATION SLEEVE / W/ POLYMER RUNNERSICENTERED RUNNERS AT 45• BETWEEN PPE AND BAND OR NON-CENTEREDiCLEAR BELL. BOTTOM MN RESTRAINED FROM FLOTATION8 POLYMER RUNNER (TYP) A SC "MPS.INC.. Moo SS18" OR - OR "CASCADE" CASING DETAIL S3-O 1 2'-0" MN. MACHINE BORING 2'-0" MIN. OPEN CUT (TUNNELING) OPEN CUT - LIMIT LIMIT WIDTH .OF PAVEMENT 3'-O" MN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER STEEL CASNG AS REQUIRED CARRIER PPE' NOTE, I. FOR MORE INFORMATION ON WATER Am SEWER LINE CROSSING 53-00 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN NOTES, APPROVED BY THE CITY ENGINEER. L FURNISH AS SHOWN ON PLANS TYPICAL URBAN CITY AND/OR AT EACH .MANHOLE WHERE BLACK SEWER LINE CROSSES OPEN FIELDS 2. STREET CROSSING TEXT �� WARNING FROM 20 CA ST�EELT BAKED =-02ON ENAMEL FINISH. FURNISH ONE to.. UNDERGROUND SEWER ONE SIGN AND ONE POST MACHINE BORING CONTACT THE CITY FOR EACH MANHOLE INSTALLED (TUNNELING) BEFORE EXCAVATING ACROSS OPEN FELD AND AT OTHER LIA' LOCATIONS AS SHOWN ON PLANS. SHOULDER SHOULDER YELLOW FURNISH SAME NUMBER OF VARIES VARIES BACKGROU REPLACEMENT SIGNS AS FOR EACH E INSTALLED (OMITTING MANHOLE E SIGTN) MOOT 5•.0" WIDTH OF PAVEMENT 5'-0" MANHO MIN. MIN. NO. A SEPNtAMAITE 7" A ' 2" BLACK PRESSURE SENSITIVE NUMBERS I v TO BE ADDED AFTER 3'-0" BELOW DITCH FLOW LINE. O)" BASIC SKIN HAS. BEEN WHITE PANTED. BACKGROUND. NOTE= STEEL CASING CARRIER PPE I. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. SEWER WARNING AND 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. MANHOLE IDENTIFICATION SIGN TYPICAL RURAL STREET CROSSING S3-05 53-03 4- PVC EXTENSION GENERAL NOTES: NOTE, W/Pvc CAP (SEE NOTE 3) 2A, METER BOX OR STANDARD, I. WHERE DOUBLE WYE SERVICE F CLEAN -OUT BOOT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCED BELOW PROPOSED BACK OF PVC CAP AND WATERED UNTIL GROWTH IS ESTABLISDED. N DEVELOPED AREAS WERE CURB MN. SLAB ELEV. MUST (SEE NOTE 3) GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE BE SST TO ALLOW SANITARY 1 SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. SEWER SERVICE. 2. MARK EACH SERVICE END WITH APPROVED EROSION. CONTROL MEASURES MUST BE "STALLED DURING THE N METAL "T- POST PAINTED GREEN. ENTIRE TiME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL Z 3. ALL MATERIAL SHALL E ASTM Io STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED O ALL M SDRAL H GASKETS AFTER. CONSTRUCTION 15 COMPLETE AND THEN REMOVED BY CONTRACTOR. (n 4. A CLEAN OUT IS REQUIRED 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER W AND WILL BE INSTALLED BY DIP OR PVC EVERY RAN. THE PLUMBER AT THE ROW FOR EARTH, SEE BEDDING FOR EACH SERVICE. AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. (TYPICAL) SEE NOTE 4 . x .PL[iN STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS. STREETS, ALLEYS. R-O-W OR EDGE OF EASEMENT DRIVEWAYSAAND PARKING AREAS) AM SHALL 2" CUSHION REQUIRED EXTEND 5• BEYOND THE CURB LINE. STRUCTURAL CEMENT STABIIZED FOR ROCK, CONCRETE BACKFILL .SHALL BE CEMENT STABILIZED (OPTION B/C 4~� 5' SAND AS SHOWN. NO.2 INS2-02) OR EXCAVATED SOIL COMPACTED . VARIES NOT LESS THAN 3" TO 98X MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPIUM TO •4X WET OF OPTIMUM IOPT101N NO. 1IN S2-02) 1 3.E' MAX. (SEE NOTE L) - - PVC (SEE NOTE 3) PAVEMENT AREAS (MIN. iX SLOPE(' y SID.45• BEND gg 41°KENO B/C VARIESTM FIEIGHT • �SISEWALR 51 •D STANDARD CLIFAN sio.4s• eEND OUT FOR MAIN LINE SEE "°THE 4 STRUCTURAL BACKFILL AREA TEE WYE SERVICE S2-01 52-03 FITTING (SEWER WYE AND 1/ir BEND) ® SELECT NATIVE MATERIAL ORIGINAL GROUND IN DEEP CONNECTIONPROFILE MATERIAL EXCAVATED FROM THE (MTCH. (WHICH IS FREE OF FUTURE STREET AREA ROCKS: LUMPS. CLOGS. OR . DEBRIS LARGER THAN TWO 12) LACES N THE LARGEST DIMENSION). COMPACTED TO A MNI MUUM. OF 9OX OF MAXIMUM DENSITY AS DETERMINEO BY 0 SELECT MATERIAL R-O-W OR EDGE OF EASEMENT ASTM 0698. (STANDARD) AT A MOISTURE CONTENT WITHIN OPIUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL i- SELECT MATERIAL AREAS (le...YARDS. PASTURES. EASEMENTS) AND TO A 6"w12" �- ©CEMENT STABILIZED SAND �--•� V MINIMUM OF gar. OF MAXIMUM DENSITY AS DETERMINED 6"-12 ® (MANUALLY / - VARIES BY ASTM D898 [STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE ` (1) (MANUALLY /may OPTIMUM( TO -4X OF OPTIMUM UNDER .NEW STREET AND AT OPTIMUM CONSOLIDATE PAVEMENT AREAS. MOISTURE).. AT OPTIMUM 4.. MOISTURE) 1W MAX. ® GRANULAR MATERIAL 4' (SEE NOTE L) MATERIAL SHALL BE BANK RUN RIVER SAID WHICH IN FREE I UNDISTURBED SOIL Q� OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS, OR ORGANIC -.1 PIPE UNDISTURBED I pp I� UNDISTURBED SOIL MATERIAL MATERAND WHICH. WHEN TESTED BY STANDARD �I i� .PVC (SEE NOTE 3) LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS= 6"./�" PLACE METAL DETECTOR IMN. IV SLOPE( MAXIMUM LIQUIDLIMIT 45 TAPE AT A MINIMUM OF 24" N�r MN./12" MAX. MAXIMUM PLASTICITY INDEX 15 r T 1 MAXON PERCENT PASSING NO.200 SIEVE 35 ABOVE TOP OF PIPE � F..i..♦ 2.0 THEMINIMUMMA PERCENT PASSING 3/4". SIEVE O)0 THE V MATERIAL .SHALL BE FREE FLOWING AND WHEN WHET. SHALL OPTION I OPTIONNO.2 NOT ADHERE TO FORAM A BALL WHEN PRESSED N THE HAND. SEE NOTE 4 TEE WYE SERVICE © CEMENT STABILIZED SAND FITTING ISEWER TEE) STANDARD CO NNECTIONPROFILE NOTES' i. FOR SEDDNNG AND TRENCfWG IYIrh* ALL PAVED AREAS. SEE DETAILS FOR OPEN. CUT STREETS. W 2. ALL BEDDING & INSTALLATION OF PVC PPE SHALL BE INACCORDANCE TO ANSI/AWWA STANDARDS SANITARY SEWER PVC PPE. 3• ALL ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PPE SHALL BE IN ACCORDANCE TO ANSVAWWA C150/A21.50. BEDDING AND TRENCH r T, 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. T^ SERVICE CONNECTION FOR DI PIPE &PVC PIPE 5. E L TRENCHES WORKING SHADAYLL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END of 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, R ST4.02. O 32-00 52-02 NOTES, I. EACH PER SHALL BE COMPLETED N A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PER TO A MINIMUM DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL *FORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. 6. ALL HARDWARE TO BE STAINLESS STEEL. * 4 BAR HOOPSo e e 12" O.C. PIER DIA. AS SHOWN e ° ON PLANS e o a PPE O.D.+ IS" MININMUM 3'` CLEARANCE PPE O.D + 1' SECTIONA A PIER DIAMETER VERTICAL STEEL *5 BARS T6" a 24" 12 .26" 14 30" 16 . 42" 24 PLAN 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED b PANTED) FORMED TO PERMIT SNUG TIGHTENING OF PPE TO PIER (2 REO'D. PER PER) DUCTILE IRON PPE WRAP WITH ONE 1" x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING VERTICAL REINFORCING STEEL At 8 I A :. a VERTICAL STEEL AS PER TABLE x *4 BAR HOOPS. tl" O.C. W V io Fo O POUR CONC. AGAINST r UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER ,SL t' [25mm) DIA V4" DIA 2" [51mm] LETTERING HANDLING HOLE 33 LETTERING STYLE, 1" [25mm] DIA [845mm] BOOKMAN OLD STYLE ANDLNG HOLE 2" [51mm) LETTERING 2[81Bmm] LETTERING STYLES BOOKMAN OLD STYLE 1/4" [6mrn] DIA 40mrn NEOPRENE GASKET 4-V/2" b 21 PICKBAR t 12) PICKBAR['/�, [114mm] ® ES1MM] , [521MM] 7"* .2- [762mm] �[Bmm] CITY OF BRY [8�2mm) 4iil3s sr„np1]A FRAME SECTION 2" [51mm] LETTERING ""'�. 2" 15WMI LETTERING' LETTERING STYLE- PLAN VIEW LETTERING STYLEl BOOKMAN OLD STYLE BDOKMAN OLD STYLE J MACHINED SURFACE It it [16mm] [38 mm] [82mm] Vpp 77 RR pp��AA[222mn] /mm] [R44mm) H.fFS. ROD LC COVER SECTION PICKBAR DETAIL u u B077VM VIEW STANDARD MANHOLE oFcovEx RING AND COVER. DUCTILE IRON V-1432-3 S4-01 IN 78 /4" 3/4" 13/16 •6MMI [965313"mm .25 " �» D OF GROOVE mIDIA.[20mm�1 [20mm] 2[j10mm] yI TO KET C 111d (1/»2 30 DIA��"jp 8mm] ss 1113mm] 7/8. BOLT HOLE SECTION E22mm] [�33/4" 1'• (26mm) DIA. yyLtM16 pp {4mm) X 5 1/2" [140mm]-32[eZtrnm]IA� [3a wn] MA CHINE, GROOVE LC STEEL R0033�t1{Z1pIA GASKET GROOVE FOR 30" DIA 1-t12" PICKBAR DETAIL 8 7 1/4" [6mm] DIA. DETAIL �'--[762mm,--� E3amm] F�SECTION PNEOPRENE GASKET [- iz) I MACHINED SURFACE [51mm] LETTERING E73mm] LE COVER SECTION LETTERING STYIEv Bookman Oki Style RECESSED LETTERING (4) 5/8g"-11 NC XX 221, G (4) 5/ "-11 NC Xf 2"gLG LIBBER WASHEI RRVT S (i UBBERowASHERS 8 e ��- e 4" [51mm] [511nin] It 1L fl W-. O)2mm ® EI02m [m ' =r'�'rffl CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE (1) 7/8" (22mm) DIA HANDLING HOLE 11 u 0 0 PICKBAR 2" [51mm) LETTERING 2" I51mm] LETTERING (2) PLACES RECESSED FLUSH LETTERING Ole Style PLAN VIEW BOT TOAI VIEW WATERTIGHT MANHOLE RING AND COVER DUCTILEIRON V-2432-3 S4-02 CITY OF BRYAN TI)e Good L17e, Texas Sgle.- DRAWN BY: C.L.M. I DATE: 1-01-08 I SCALE: N T S I APPROVED: W. P. K. FIGURE SHEET 1 OF NOTES+ NOTES, NOTES= 10 SServ�Ca soddk. SS strop . CCCC lhreods - installed per manufacturer's recommendations. 1 SService saddle, SS strooppsp CCCC ery 4t a saddle. SS, strops, CCU threads -installed per manufacturer's recommendations. Allmon+ types+ Smith 8 317 O All types' Smith Blofr,317 threads - installed per manufacturer's recommendolions. mom types, rrxlh Bear 1 02 Corporation Stop- Ford F8 I M-4-0 . 1" ® Corporation stop- Ford FB WO-4-0 - 1" Corporation Slop+ Ford f 8 1000-6-0 - 1-1/2" © 84-66 Service lubing+ Type K copper - soft - 1" © Service tubing: Type K copper.= soft - 1" ® Service tubing= Type r. -soft - 1-1/2" Q Ford mole adopter - C84-66-0 - 1-1/2" Q Ford mole odapler C84-44-0 r Q Ford mole adopter - C84-44-0 - 1" elerQQbox vane= oo�� 33 Q �ter Q�brrox vdve+ Q eleFabrodx Aro�ie.Sl - BA-11-66g� 9A• Frrd An Is S rotq+l Stop A181 444w r•1" 6A• Ffodrd SIr •Stl t- BA-811-144 w t' A •Ford Straight Stop - B11-666w - i•U2" © Bross bushing PS = I" x 3/4" © Meter nipple - C d-44-2-625 = 1" ©SwivNnul • C38-66-2-875 - 1-1/2" �7 Meter nipple - C38-23-2.5 3/4" ® goo vdve O7 Bross all threod I.P.S. - 1.1/2" (� Meter odopter - 881M 66 - 1-1/2" © Boll vane Q elegf box and Rd+ Qip CaslM meter box, O 09 Mkler gox and rids Q� Castle meter box, Clad with Reodsr •so 9 Meter box and W+ Old Castle meter box, Clid with Reader BS CI Rd w lh Reader •s p Vr—C%,�VR ®Badvalve pyE VALVE R VVE R 4 pM� VN.VE It p VVE R V VER STRAIGHT OR ANGLE TAP - 3/411 STRAIGHT OR ANGLE TAP. - 111 STRAIGHT OR ANGLE TAP - 1-1/211 W5-00 W5-01 W5-02 NOTES, . 01 $_ervire saddle. SS slropp, CC Woods - installed per monufaclurer's recommendations. Mmon types, Smith ON* 317 © Corporation Stop- Ford FB 1000-7-0 tcc lhreodl - 2" © Service tubing, Type K copper - cu - soll - 2" Q Ford mole odopler - C84-77-0 - 2" rter box volve+ Fprd An a Slo - BA-11-777w - 2" A •Ford Straight lop - 811-777W 2" © Bross nipple I.P.S. - 2" x 6" Q7 Bross coupling I.P.S. - 2" ® Swivelnul.- C38-77 2" 0 Meter adopter - BBIM 77 - 2" ® Bross ripple I.P.S. - 2" x 3" ®1 Meter box and Ids Old Castle meter box. ClAd with Reader 065 CITY OF BRYL">,N ® Meter box and Bd+ Old Castle 12" round valve box 03R.T rt;i► e.a "...... Tlie Good Life, Texas Sole." V r-CUS7?KR VALVEMER. DRAIN BY: C.L.M. DATE: 01-01-08 SCALE: N T S STRAIGHT OR ANGLE TAP - 2" APPROVED: W. P. K. FIGURES W5-03 SHEET 2 OF 2 NOTE+ GENERAL NOTES 1. VALVE EHX�TENSION TO 8 EUS D 1. FINELY DIVIDED EARTH FREE OF ROCK. LUMPS AND CLODS EXCEEDING 6" 1I TED AROUND THE CAST RON PIPE 24' X 24" X 6" IS DEEPER THAN TOP S F ET� fRtN�ii1VE TO ALDEP H OBE F 12" OVD BY ERTHETOP OFAND �THE PIPE BEFORE ACKFLL IS BEGUN 8-DAY CONCRETE FINISHED GRADE. 'Dob, STRENGTH • 2000 Psi XTENSIONS AR TO BE MADE BY ANY MECHANICAL EQUIPMENT. _I WTALL VALVE AROUND BOX 2' ALL STE VALVE SIZED OPERATING NUT 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH 2000psL tyTEgLL.. AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MIWUM OF 2 SQUARE FEET OF PAINTED WITH TWO (b BEARING AREA OF CONCRETE ON UNDISTURBED SOL. OR AS DIRECTED BY COATS OF METAL PAINT. THE ENGINEER. 3. EXTENSIONS SHALL BE A MINIMUM 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL .CONCRETE HAS VIET4VA -A OF ONE 11) FOOT LONG. REACHED 7 DAY STRENGTH. 5. ALL PIPE WILL BE LAID SG AS THE ENTIRE. BARRELL WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM: BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. VALVE BOX PER SPECS WITH BOX 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD EXTENSION AS NEEDED THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. VALVE BOx PER SPECS 2- SOWIIE AWWA NUT EXTENSION WITH Af- --jA A FINISHED GRADE CENTERING COLLAR. TERMINATE 4' TO W FROM TOP OF BOX. DRILL 3/8" DIA. 2" SQUARE AWWA NUT _ •` (- HOLE FOR TRACER EXTENSION WITH ' -( BURr LINE WIRE. INSURE THERE AS RE VARIES { ARE NO SHARP EDGES CENTERING COLLAR. TERMINATE 4' TO 5' STANDARD FIRE HYDRAN CATE VANE W/VALVE BOX WATER LINE ��gg�� AS REQUIRED + TE€ VA ASGREQUI RED MIN FIRE HYDRANT LEAVE 8"-10" TAIL FROM TOP OF BOX. PIECE INSIDE VALVE BOX AWWA C900W/STAINLESS STO. GATE VALVE STD.OR C909 PIPE E s sL Mr ANCHOR PRESSURE PPE STEEL BOLTS I WITH Ss BOLTS COUPLING 14 0. INSULATED. g PVC OR D.I. PIPE CONCWYE SLOdts1D PEA GRAVEL F� TO 1 FT. ABOVE COPPER TRACER WEEP HOLE WIRE S.. .r rxi THAUST BLOCK BLOCK AS DIRECTED. TEE GR TAPPING BLOCK USING 1RETE MIN. DIMENSION APPROX. SLEEVE R VALVE MECHANICAL I PRECAST CONCRETE EQUAL TO ONE BAG OF AS REOUIREO WITH SET SCREW CREW BLOCK SACKRETE RETAINER GLANDS OR MEGA LUGS S- X 12" ORADELOK W/M..L SPLIT. OLAIOS !LOCK AS DIRECTED (ROTATE TG FINAL GRADE( GATE VALVE & BOX OPTION� VALVE OPERATI EXTENSION W1-00 STANDARD FIRE HYDRANT ASSEMBLY 2" SQUARE x 2" HIGH OPERATING NUT GROUND LEVEL �:. METAL DETECTOR TAPE `- 5" DIA It 1/6" MIN THICKNESS STEEL PLATE sr/ 90•CUT-OUT - i" DIA STEEL ROD 4B^ TRACING WIRE 1496 SOLD COPPER SQUARE SOCKET TYPICAL UTILITY PIPE 2" DIA INSIDE 21/4" DEPTH TWO 3/ SET SCREWS TRACER WIRE MUST BE INSTALLED DEAD [ (1/3" MIN WALL EITHER SIDE LOCK THE DIRECTLY ABOVE THE PIPE AND THICKNESS) OPERATING NUTT SHALL BE TAPED i0 THE PIPE AT WINTERVALS. TRACER WIRE SHALL EXTEND 9 FEET BEYOND.END of cAN PIPE. Coo D SECURED FOR FUTURE CONVECTIONS GATE VALVE EXTENSION UTILITY PIPE LOCATION MATERIALS W1-01 AS I REQUIRED 1 I 1 ANCHOR 90• BE CATE VALVE W/VALVE BOX J STANDARD FIRE HYDRAN 3 + FIRE HYDRANT LOCATION REALIGN AS NEEDED 28-DAY CONCRETE STRENGTH - 2000 psi I WTIH -4 BAR AROUND D DI' ALL VALVE BOX. .I - 4- T/WWA -A W1-03 W1-0 SPECIAL CONDITIONS NOTES- PIPELINE WARNING SIGN MAN LINE 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. I. FURNISH AS SHOWN ON PLANS K-\ AND ON ALL VALVE POSTS. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. TEX WARNING RCN 2'FROMM 20 A CONSTRUCTED DDON ° 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A ENAMEL FINISH. FURNISH ONE •' STANDARD FIVE SACK CONCRETE MIX AND REINFORCING. COMPRISED DF -3 10" RGROIIA PIPELINE WARNING AND ONE VALVE SIGN ° REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. CONTACT THE CITY AND ONE POST FOR EACH VALVE 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON BEFORE EXCAVATING. INSTALLED AND AT OTHER . � MECHANICAL JOINT PIPE. YELLOW LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF ° 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. BACKGR 14 REPLACEMENT SIGNS AS FOR EACH OR CROSS 5. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. VALV INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) NO. (NOT A SEPARATE PAY ITEM) 7" 3' X 3' X 5" APPROVED 3" OR LARGER COMPOUND METERS. V aILTS 6 MATERIALS N 2" BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB APPROVED METERS SENSUS SRH 1U. S. GALLONS) II 10"-�1 10 BE ADDED AFTER BASIC SIGN HAS BEEN ' APPROVED VAULTS PARK DMC-8R WHITE BACKGROUND. PAINTED. MJ PLUG PRECAST CONCRETE VAULT WITH �.; ADEQUATE ACCESS AND VAULT DIMENSIONS • : • �`•: FOR METER SELECTED APPROVED MATERIALS - DUCTLE IRON PIPE WITH MECHANICAL PIPELINE WARNING SIGN JOINT. SET SCREW RETAINER GLANDS WILL ® . BE USED ON ALL M. J. FITTINGS. VALVE IDENTIFICATIDN SIGN ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, 4'-0" "L 8' BLUE. HEAVY DUTY. WING POST VALVE BOX AND SHAFT EXTENSION VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER CHANNEL 41-0" CAST IRON VALVE BOX COVER SERVICES. 72 HOURS PRIOR TO ANTICIPATED DEVIATION. 2' X 4' X 6" CONCRETE SLAB 2' X 4•X 6" CONCRETE SLAB /-CONCRETE VAULT ' 11I• 1110 • II��IQII���� WATER MAIN-\ \- O'VVCVCONNECTION \-VAULT FLOOR 16" LIP) METER VAULT ASSEMBLY NOTE= I. EMBED COPPER LINE N TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PIPE. 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS,AS SHOWN IN BREAKER VALVE DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 1011111 3. PIPE SIZE SHALL BE 1" OR 2". OR MODEL 102 12") OR 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOTBOX POLY ROX MODEL PHRI 0") WITH HEAT OR MODEL PHR2 12") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) 4" X 5'X 3'CONCRET PAD (FOR 2" PIPE) IRON PIPE THREAD COMPRESSION FITTING AND BALL GATE VALVE BRASS ELL (TYP.) 1 TYPE "K" COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE 4'-0" NOT GREATER %AC K FILLP THAN 45' AMERICAN FLOW CONTROL TRENCH 6" W/RETAINING CLAN .ADAPTER OR AN APPROVED EQUAL AT KENO AND PLUG. / THRUST BLOCK *NOTE- RESTRAINED JOINT 6'• M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95X AND REDUCER AS REQUIRED .STANDARD DENSITY PER IN -LINE ASTM D698 BLOW OFF ASSEMBLY- W3-00 W3-01 GALV. ELL . %r.'- I GALV. NIPPLE REMOVE AND DISCARD AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH I 1 EXIST. GRADE 4'-0" CAST ICON VALVE BOX COVER CAST IRON LID I SCH. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB 11 AFTER BLOW -OFF IM INSTALL MALE QUICK ,•• AMERICAN FLOW CONTROL EXIST. GRADE I I1 CONNECTgN L.CAP TRENCH ADAPTER OR AN APPROVED 4" APPROVED EQUAL BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP BRASS THREAD PPE VA WATER �•• MAIN BRASS ELL MJ TAPPED CAP THRUST BLOCK CONCRETE BLOCKING (SEE BLOCKING DETAIL) WATER 4" M. J. ELL PLACED ON MAN UNDISTURBED SOL BRASS NIPPLE- • 4" END OF LINE 2" BLOW -OFF RISER BLOW -OFF W3-03 NOTE -USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE 8, PLUG TO PREVENT.CONCRETE FROM STICKING TO PLUG. � v r ���j���5♦j --( _ r.DN r. f{+ 1& 2 . o� c POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURR13ED EARTH EARTH TEE THRUSTBLOCIf PLUG.THRUSTBL0UK BUST BLOCK NOTESI 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST.BLOCKS SHALL BE PLACED AGAINST !UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psL 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME of CONCRETE 13LOCKNG SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTL ALL CONCRETE, BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS TR H WATEI s + `JOINT I I��PIPE COMPRESSI . j I ION 7 1 DUIE.R POUR CONCRETE aM AGAINST UNDISTURBED SECTIONX-X EARTH PLAN TVIETV HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE t mu I IC if, C111 V x g0. 6 8" 5.0 1.5 1.5 0.9 2.7 0.4 10.12' 6.5 2.5 1.5 1.2 4.0 L0. 450 ^ 2.0 2.0 1.5 0.9 L 5 0.2 1012 3.5 2.5 1.5 1.2 2.2 0.5 22.5• 6 8" 1.5 11.5. 1.5 0.910.6 0.1 . ID t2' 2.0 12.511.5 1.21 1.1 0.3 6 8- 1.0 11.5 1 1.5 0.9 0.4 0.1 1L25. 10.12-1 1.5 1 L5 11.5 1.2 10.5 0.1 . . TYPICAL HORIZONTAL THRUST BLOCK W2-00 _ raffia„" mcry I I NOTES= BRASS CURB STOP 1. NO SPLICES N COPPER TUBING WILL BE ALLOWED 4.yI�T�RW. U�ED SHAH BE AS SPECIFIED OR AN O J BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. WITH PLUG tREFf FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5, ALL CONNECTIONS TO BE TYPE. 0 SADDLE AND THE WYE FOR DOUBLE SERVICE. 6: ALL TEIITHY THE MART L"NE�"CO �TRUCOTgN. - 4-MIN .- - - - � - 2, IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR _ - _ TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 7. METERS AND VALVE. BOXES SHALL 8E PLACED BY THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL "T" POST CITY UPON PAYMENT OF FEE. PAINTED BLUE: B. LOT CORNERS SHALL 8E MARKED WITH A LATH UNDER VIET�TrA A ; THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTON. DOUBLESERVICE O � ONC. CURB t; GUTTER sc 2' MIN.-3' MAX.. **SEE SPECIFICATION 660 FOR BALL VALVE -PAD �• yIN, MATERIAL REQUIREMENTS WITH PLUG t2 FOR DOUBLE SERV.I 1 F� TAPPED7 �� ANO P3C. ORES. 4' MIN. A CORP STOP r' TYPE "K" COPPER TUBING t2 FOR DOUBLE SERVICE) ' 1.1/2" X 1" BRASS WYE r7YPE K COPPER TUBING (SINGLE SERVICE) 11 FOR DOUBLE SERV.) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE (SEE NOTE 1) WATER .SERVICE - (SHORTANDLONG SIDE) W2-01 .METER SWIVEL NUT OR,NPPLE 'METER NOTES-. ANGLE STOP 80X I. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL. USED SHALL BE AS SPECIFIED OR AN � APPROVED EQUAL. WATER � 3. ALL SERVICE WYES 6 EXTENSIONS ARE TO BE METER INSTALLED WITH THE MAN LINE CONSTRUCTION. - - 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER, BOXES SHALL BE OLD CASTLE. VIEW A A o p ; DOUBLESF.RVICE O 0 ANGLE STOP r J 00 3 WATER METER METER 80X 1 - METER SWIVEL ^ r 1 MIT OR NIPPLE AI" NUMEX SOR-9 200 PSI PIPE (2 FOR DOUBLE SERVICE) 1-1/2" X r BRASS WYE w t1 FOR DOUBLE SERV.). WATER SERVICE RECONNECTION O W2-02 QRIGNAL GROUND N FUTURE STREET © SELECT MATERIAL 2•-0„ MN. MACHINE BORE 2'-0" LN. AREA PLACE META. DETECTOR MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF TAPE AT A MNMUM OF 24" ROCKS. LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) (TUNNELING)OPEN CUT OPEN CUT ABOVE TOP OF PIPE INCHES N THE LARGEST DIMENSION), COMPACTED TO A LIMIT WIDTH OF PAVEMENT LIMIT. ASTMINIMLMA OF 9OZ(STANDARD) D MAXIMUM DENSITY AS DETERMINED BY r ASTM 0698 tSTMgARp) AT A MOISTURE CONTENT WITHIN . f �e 77 a.f.. OPTIMUM TO •4Y. OF OPTIMUM UNDER. MINI -STRUCTURAL 1 , AREAS (Is ... YARDS, PASTURES. EASEMENTS) AND TO A An SELECT MATERIAL MMj&AUG,I OF Any F ►AAXM�RA DENSITY AS DETERMINED V METER NUT SIZE FORD PART N0: 3/4" x 3'-0- MN. SIDEWALK MAY BE BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHN . Q (MANUALLY OPTIMUM TO •4Y. OF NEW STREET AND PAVEMENT AREAS. OPEN CUT OR BORED OPTIMUM! UNDER AS DIRECTED BY CONSOLIDATE ® GRANULAR (MATERIAL A T OPTIMUM C,EEL .e Q THE ENGINEER �S MOISTURE) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE DETRIMENTAL OF CLAY, fRE PIPE DORCAMC 4" CARRIER . MATERIAL AND WHICHOF , WHEN TESTED BYT171ES STANDARD NOTE- ON WATER AND SEWER LINE CROSSING ~ UNDISTURBED SOL LABORATORY METHODS, MEET THE FOLLOWING REOUIREMENTSI PE MAXIMUM LIQUID LIMIT 45 PT6. 1. FOR MORE INFORMATION SEE CITY STANDARD SPECIFICATION FOR WATER AND SETTER MAXIdUbI PLASTK:ITY INDEX 15 LINE CONSTRUCTION. MAXIMUM PERCENT PASSING NO.200 SIEVE 35 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. MIN./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE---------:- 100 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL APPROVED BY THE CITY ENGINEER. OPTIONNO. I NOT ADHERE TO FORM A BALL WHEN PRESSED N THE HAND. TYPICAL URBAN p CEMENT STABILIZED SAND CITY STREET CROSSING 4-00 ORIGINAL GROUND OR PLACE METAL DETECTOR NOTES, 1. FOR BEDDING AIo TRENCMNG WITMN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. MACHINE BORING (TUNNELING) BOTTOM OFSUB TAPE AT A MINIMUM OF 24" TAL SHAD 9 N FUTURE STREET AREA ABOVE TOP OF PIPE 2. L BEDONC wIT ANSI AWWA OFPVCPVCEPIN E SHOULDER SHOULDER VARIES VARIES 3. /� B D `MST LATION OF D�TI�E IRON PIPE SHALL BE IN ANSVAWWA ci5o/A2f.50 ti.� �,; AC�oROANC WITH 5'.0. WIDTH OF PAVEMENT 5'-0" }{, s i 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. Q SELECT MATERIAL MIN. MIN. ; 5. Rf� !TEN COMPACTION SHALL BE TESTED N THE PRESENCE OF THE CI Y ENgGgINEER. f i Q CEMENT STABILIZED SAND 6. g / p� wpR SHALL Bf { 3'-0" BELOW DITCH FLOW LINE. ITSHER N TORFOUTSIOE THE RIGHT-1 -WA , BEECONTRO�LLEfU HE CONT ® tMAINUALLY 7.AL TRENCHES SHq�L E gACK FI�LEp AND TEMPORARY PAVING OR PLATING CONSOLIDATE PLACED AT THE END t EACH WORKING DAY. CARRIER PPE AT OPTIMUM MOISTURE) B. SEE "OPEN CUT DETAILS" ST4-00. ST4-01 i ST4-02. NOTE( STEEL CASING 4" T. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING J ��- UNDISTURBED SOIL SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER e LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IN REQUIRED. 6- MIN,/�- MAX. BEDDING AND TRENCH FOR DI PIPE OPTIONNO.2 &.PVC PIPE WITHIN NON-STRUCTURAL STREET CROSSING TYPICAL RURAL S OR NEW PAVED AREAS W4-01 W4-02 NEAREST BELL 4- 6'8" TYP 2' 2' ' '• T P " TYP 2' GENERAL NOTES: STRUCTURAL. BACKFLL AREA INCLUDES JOINT ITYP. ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. EA. END( CL ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER DRIVEWAYS,AND PARKING AREAS) AND SHALL HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY EXTEND 5' BEYOND T,HE CURB LINE. STRUCTURAL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL BACKFLL SHALL BE CEMENT STABILIZED (OPTION B/C ~� 5' GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS NO. 2 N W4-03) OR EXCAVATED SOIL COMPACTED IS PRESENT, BLOCK SOD WLL BE REQUIRED. BARED AREAS TO 98Z MAXIMUM DRY DENSITY AS PER ASTM D595 SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WITHIN OPTIMUM TO •4X WET OF OPTIMUM e- T r WL CLR. LAST DISTURBANCE: (OPTION NO. ION W4-02) l STEEL CASING APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED �` - - PAVEMENT AREAS CARRIER PIPE CASING SPACER DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 1-PC. PULL -ON WATER ADJUSTABLE TOP RUNNERS CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE. GROWTH 5 ESTABLISHED AFTER CONSTRUCTION IS �' TIGHT NEOPRENE END SEAL W/ STN.STL. TO MAINTAIN I" MAX CLR. COMPLETE AND THEN REMOVED BY CONTRACTOR. 8/C CLAMPS "APS" OR sS "PSI" MAX ALL EROSION CONTROL MEASURES SHOULD 8E CLEANEO OF .�. ;.;.. SIfE1NALK ' STEEL CASING SILT AFTER EVERY RAN. 5' NOTE- CASING SPACERS BAND CLAMP 4•RUNNER MIN. ITHRU 24'OIA AT SPRINGLINIE 8- WIDE BAND STAINLESS ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CASING) OR 6-RUNNER MIN. STEEL (TYPE 3041 (24--42" DIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304t d" WIDE BAND RUNNERS AT NEOPRENE INSULATION SLEEVE POLYMER NRUHIt BOTTOM 4s BETWEEN PPE AND BAND MN. STRUCTURAL BACKFILL AREA CLEARNTER. OR NON-CENTEREDcCLEAR BELL. OR RESTRANEO FROM FLOTATINC" POLYMER RUNNER (TYP) CITY OF BRYAN 79ie Good bfe, Texas Sole. - DRAWN BY: C.L.M. DATE: 01-01-08 SCALE: N T S APPROVED: W. P. K. NSULATEDI "AM INC.. MOD Ss18^ FIGURE: DR."CASCAOE CASING DETAIL WW4-04 4-03 Mi SHEET I OF 2 CONCRETE CUTTER U.U. • 0[6" TYP, MN. 5'-" . -I _. �_ -- --- ----- 6"7YP. --- -----I --- I I II EXTENSION I CURB LINE WHEN -0 I ..r 6" - - - - O�OOf] - RECESSED INLET 13' RADIUS I _ _ _ _ _ _ - -. - - - - - - - 13' RADIUS — — 2' 0.0. • 6" - . 6.. NORMAL FACE C 2'-0'• MN.2'-6" � 4" ^ I' SOUARE STRENGTH - 3000 000 CONCRETE 424" 3Psi WARP PAVEMENT SURFACE TO THROAT OF INLET SEE -p4 SEE CQ� PLAN PLAN VIEW 2B-DAY CONCRETE STRENGTH 3000 ptii 14 BARS 12" O.C.E.W. O.D. • 6" MN. SIDE WALLS 6" TOP 6 I •4 BARS. 6" O.C.E.W. A� STD. CAST IRON MANHOLE COVER _� BOTTOM SLAB TOP OF CURB TOP SLAB AND FRAM - — = - -------------- SE CTIONAA EXTENSION . _ell NORMAL GUTTER LINE ' LI____ �..;......_.) DEPRESSED CUTTER LINE I WALLS 14 BARS 6" O.C.E.W'. N- 6" SIDE O.C.E.W'. INVERT SHAPING �6" TYP. TOP 6 BOTTOM SLAB CONCRETE FILL A� 14 BARS 12- o.c.E:w. SECTIONA A SIDE WALLS b BOTTOM SLAB ELEVATION SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D I-00 D 1-01 A/4„ i 28-DAY CONCRETE STRENGTH .3000 psi IG A AL FLow I , MAN + f— I LINE I ----- - 2 A ---- I I _ - � � I- - VIEf✓TVA A 4-•4 BARS I [STRENGTH 8-OAY CONCRETE Ot400HAL — - - — • 3000 ps 3 ' 121 fOR"RE RDDD HOLES 1 _ I , O.D. • 6" STD. CAST IRON MANHOLE PLAN - - - - - l - - - (2) 3/4" N.2'-6" COVER AND FRAM SOUARE IN STREETS 28-DAY CONCRETE STRENGTH ■ 30DO psi A CROSS SECTION (24" DIA.) PLAN PLAN DISTANCE B ETWEEN 1/ FLAT FACE`Q GOTHIC WO PIPES PR RIATE ITY TITLE 18" TO 36" - 12" APART »/ I>I1 a SRIA% A PO�LLOiE � DRAINS To A O.D. • 6" MIN. •4 BARS 12" O.C.E.W. 6" TOP M BOTTOM SLAB 1 •4 BARS 6" O.C.E.W. 48" OR LARGER - 18" MART �- SIDE WALLS 04 BARS 12" O.C.E.W. :• :; SIDE WALLS I O.D.- 6" MN. TOP 6 BOTTOM SLAB SIDE WALLS Np swRA RIVERS I ' 1 LARGE MOUTH BASS LOGO I I 6"' TOP L I BOTTOM WALLS ► 1 F 0.0. • 6" VARIES F 6"`TOP MN.2'•6" O O 3/4" FLAT FACE GOTHIC I2) PLACES 3" MN. EACH SIDE L 6" SIDE WALLS (SEE NOTEI F BOTTOM SLAB T T T T T T T T T T •4 BARS 6" O.C.E.W. TOP 6 BOTTOM SLAB •4 BARS 6" O.C.E.W. T;" SIDE WALLS A CUT* a Cabs[ su loM A POLLUTE DI'IAIINS TO J IND SECHONAA 6" SIDE WALLS TOP 6 BOTTOM SLAB RASURA SECTIONA A SECTIONA A 1/2" FLAT FACED GOTHIC w/MPR RIAT CITY TITLE STORM SEWER DOUBLE BARREL INLET TROUT LOGO D 1-04 JUNCTION BOX GRATE INLET PLATE D 1-0� D 1-02 D 1-03 7—::: 6" (TYP) •3 "U" 9" 1PER BLOCK DISSIPATOR BL 0 CK L 0 CA TION PROVIDE RIP -RAP ROCK (MN: 20 LB. PIECES) 12" rCrWli \ a�l� r1�tR�rJ� BAR IN E BARS a -a BARS 0 Vs CONFORMS TO 2(ISLOPE L f8ARS c INtS At `F 9 E J PROVOE A1T' f00TNC AS SHOMN WHERE REW1REOSS,T,Opp►MN�(A(�INTAEN 4pp"� WL _ NC�SITALL BE AOOE0T10iTOlAL m s sHOI1L ---------- - -- - - SECTIONAA c PROM RP•RAP ROCK rll, - - - - PLAN VIEW IMNL -m LB PIECES) 6" 4'-0" I1 30*' y B„ Z4» •4 OARS 12" O.C.E.W. WALLS, BOTTOM SLAB 0 70E GENERAL NOTES: C . ALL EXPOSED COURIERS SHALL BE CHITIfEREO 314". - [ RENFORCNG STEEL BE PLACED NTH THE CENTER SECTIONA A ..PLAN Of THE OUTSIDE LAYERER OO f BARS 2' fR0M THE SURFACE Of THE CONCRETE.T01AL "Tags "mum ONE 20 ON TER LAP FOR ALL BARS OVER F-O"N LENGTH. 28-DAY CONCRETE STRENGTH- 3000 psi MINIMUM DISTANCE BETWEEN 24 TWO PIPES KIWORM STEELFOR HE 18- TO 36" = 1?" MART BA! Ai �As BARS B BARS 81-1k BARS C MID Da 8AR5 E BNtS F BARS C BI1RS S BNt1 Vi V: 48" OR LARGER- 18" MART :• •g •,� 'S 64 •4 •4B y. TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS D3-0o CONCRETE HEADWALL FOR 2 PIPES SELECT MATERIAL MATERIAL EXCAVATED FROM THE OITCH. (WHICH is FREE OF ROCKS. LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) OWN E SLOE ELEVATION 28-DAY CONCRETE 6" STRENGTH 30M pai -H h- BARS V I I -BARS C rr BARS S BARS 8 FONT iION BARS a D. Te iY �� .n'-M �• N•YR ARS S BARS X-A. c , A o '"•- lel i't�' 11r1 D3-01 INCHES N THE LARGEST DIAENSION), COMPACTED TO A 2" COMPACTED CEMENT STABILIZED WWW OF BOX OF MAXIMUM DENSITY AS DETERMINED BY SAND, 1-1/2 SACK/CY (PUCMILL ASTM D698 (STANDARD) AT A MOISTURE CONTENT. WITHIN ONLY). SPADE BY LIFTS INTO OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL PPE 0.0• . PLACE. TO FILL ALL VOIDS AREAS (it ... YARDS, PASTURES. EASEMENTS) AND TO A 9 AROUND PPE. MANUALLY MINIMUM OF BOX OF MAXIMUM DENSITY AS DETERMINED (4" MN.) CONSOLIDATE AT OPTIMUM BY AS7M 0608 (STANDARD) AT A MOISTURE CONTENT WITHIN MOISTURE. OPTIMUM TO •4X OF OPTIMUM UNDER FUTURE. STREET AREAS. PPE *PE MUST DESIGN TRENCH DETAIL THE TRENCH BOTTOM SHALL BE\ 8" MIN,/12" MAX. SITE SPECIFIC FOR HDPE PPE. GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D3- 1 CITY OF BRYAN T/Ue Good Life, Texas Style." DRAIN BY: C. L. M. DALE: 01-01-08 SCALE: N T S 2 APPROVED: W. P. K. FIGURE = D SHEET 1 OF CINDER BLOCK � 1 I _jSAND BAG �PPF1� P F- # L ROCK SIZE — 3/4" TO 1-1/2" FILTER FABRIC NOT TO COVER DRAIN INLET FILTER FABRIC SAND 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 DRAININLET OR CATCH BASIN. SANG BAGS SHA B R HAY BALES METAL T-POST — AS REO'D. TO MAINTAIN. LL E UV ESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. NOTE: HAY BALES 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. NECE 100. AS 50.. � METAL T-POST — REO'D. TO MAINTAIN. HAY BALE III III In rn EROSION CONTROL ALONG DITCH METAL T-POST -1 AS REO'D. TO MAINTAIN. SPACED 6'APART SILT FENCE AND/OF HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NATURAL GROUND-7 ARY 6" MIN. DEPTH STONE — IASTM D448, 3" TO 5" DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SOUARE FOOTAGE. m S - 2"X4" WIRE MESH FASTENED TO T•POST EXISTING STREET 'NIN1�1" SWPPI-00 TkMINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE VARIES 50. TO 100 6" MIN. GEOTEXTILE pm//N FABRIC 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. SECTION A SUBGRADE I CONSTRUCTION EXIT SILT CONTROL - SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST t WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL '' 4" 4"X4" MN. TRENCH 4"{�� 20' ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. `. OIREC1 OF FLOW SILT FENCE ASSEMBLY SWPPl-03 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. PI-02 z o w H � H � w � wo o r� �z z r� x� CITY OF BRYAN The Good Life, Texas Stele." DRAWN BY: C.L.M. DATE: 01-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE: a w1pp) F-{ F F^ T 1 O F 1 CROSS SLOPE 2y. MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2Y. to 4X 21 MAX..1X MIN. -� PAVEMENT CURB 5>. o: B' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REOUIREMENTS - BERMS MAY BE REOURED OUTSIDE OF THE SIDEWALK. y ' + P � + y `G� i�� Sidtw + ++ +�� upt�lY • � * • 4, I)E�t ` W • PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS r- SW1-00 4"x4"x3/16" STRUCTURAL STEEL TUBING ' D.C. MAXIMUM-,� 'D.C. MAX' 1•TI;•M s�ii 4"x2"x3/16" STRUCTURAL STEEL TUBING STEEIx /18WTRUCTURAL 1"xl"x3/16" STRUCTURAL STEEL TUBINGSEE CONNECTION DETAIL TYPICAL PEDESTRIAN :Y' Y_" DI1 BOLT GUARDRAIL CONNECTIONDETAIL SW1-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIREO. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST. BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH N ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTES 1. SIDEWALK PLACEMENT SHALL BE N 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 0 40' O.C..CONTRACTKON JOINTS 0 4' O.C. 3. DOWEL N AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. INLET BOX, CURB, JUNCTION BOX. ETC.) WITH 93 x 12" BARS 0 12" O.C. OR ■4 It 12" BARS 0 15" O.C. 4. COMPACTKOIt COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 987 OF MAXI:KAMi DRY DENSITY AS . DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD)AND SHALL BE 0-4X 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 V4"R 1/2" 0 X 18".12" O.C. 3'-0" MIN. 3/4'• ICOATEO W/HEAVY GREASE) 5'-0"VARIES 2X MAX. -�v SEE NOTE 4 NON -EXTRUDING. FILLER 03 BARS 0 12" O.C.E.W. OR, 28-DAY CONCRETE 3" LONG METAL OR PLASTIC CAP. INSIDE DIAMETER TO BE ■4 BARS 0 18" O.C.E.W. STRENGTH = 3000 psi %" GREATER THAN DWAIETER OF DOWEL BAR. CAP MUST BE 44" THICK MIN.) LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO SEE FINISH NOTE END OF CAP N T" FROM END OF BAR. SIDEWALK EXPANSION ALONG LOCAL STREETS. & CONSTRUCTION JOINT SAWED OR FORMED. 1/8".TO 3/16" SEAL WITH EXPANSION MN. 61-0" VARIES-4 ' JOINT MATERIAL. MN. .- 2X MAX. 3/8" R - SEE NOTE 4 - 4- •3 BARS 0 12" O.C.E.W. OR 28-DAY CONCRETE •4 BARS 0 18" O.C.E.W. STRENGTH- 3000 psi SIDEWALK CONTRACTION JOINT t4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS gwE1P sANo INTO ALL JOINTS AND LARGER CONCRETE SIDEWALK 3-1/2" RHIWI 5. ACJkPTA@`E PAV .• . 6" ." .. ... • .7rlr IAL 8'-0" VARIES�a , . SAND LAYING COURSELLEg2X MAX. PA fIRMATER1Al _ `� SEE NOTE 4 ;SEE SIDEWALK PAVER SECTION NOTE 3 28-DAY CONCRETE •3 BARS 0 12" 0 C E IF OR STRENGTH • 3000 si CONCRETE SIDEWALK V 14 BARS 0 16" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER « SURFACE FINISH SHALL COMPLY WITH TAS REOUIREMENTS= " SURFACE FINISH SHALL COMPLY WITH TAS REOUIREMENTS: ' SHALL COMPLY WITH TAS REQUIREMENTS! FULL WIDTH AND DEPTH OF CURB RAMPS SHALL FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAV SURFACE FINISH FULL WIDTH FINISH DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT. IC T Y LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNFCANT Y CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROLIFES CONTRASTS WITH THAT OF ADJONNG PEDESTRIAN ROUTES' LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY WARNING SURFACE SHALL BE DARK RED N COLOR. • •• WARNING SURFACE SHALL BE DARK RED N COLOR. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES, WARNING SURFACE SHALL BE DARK RED IN COLOR. • 5' SIOEWALI6' SIDEWALj 8' SIDEtALK «« DIAGONAL CURB RAMPS WITH FLARED SIDES +«DIAGONAL CURB RAMPS WITH FLARED SIDES ««DIAGONAL CURB RAMPS WITH FLARED SIDES I i SHALL HAVE AT LEAST A 24" LONG SEGMENT SHALL HAVE AT LEAST A 24'•LONG SEGMENT SHALL HAVE AT LEAST A 24" LONG SEGMENT I OF STRAIGHT CURB LOCATED ON EACH SIDE I i OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. I MARKED CCROSSNG. AND WITHIN THE + MARKED CROSSING. I / ..... ' 25' R. 25' R. / .. . �� .• CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED .• /, 2X OR BE LESS THAN 1X ON ANY'-. / 2X OR BE LESS THAN R SI ANY CROSS SLOPE NOT TO EXCEED 2 RR, PORTION OF RAMP OR TRANSITION �' TORSroREETF RAMP OR TRANSITION / 2X OR BE LESS THAN IX ON ANY �✓ TO STREET 45'R' PORTION OF RAMP OR TRANSITION / 25'R. ��� 25'R. TO STREET /' s• / - \ L PROPERTY LINE_ �- PROPERTY LINE-?i �G PROPERTY LINE \ LANDING '. VARIES HEIGHT 4' RAMP - - - - - - - - - - A WIDTH \ �,� WIDTH ..� �•�:;�x � 1. WIDTH „« 4' RAMP 5' SIDEWALK WIDTH '� '1�'V •' �` 6' SIDEWALK t� VARIES i ``. VI° •. VARIES 3• t .• VARIES' t t t DETECTABLE 2' DETECTABLE 8' SIDEWALK ' S AMC ..... ........... ..... ......... . BACK OF CURB CURB HEIGHT BACK OF CURB VARIES (TYP) CURB HEIGHT BACK OF CURB DETECTABLE VARIES (TYP) WARNING SURFACE 5' SIDEWALK AMBULATORY 6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY RAMP. AT STREET INTERSECTION RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-00 SW3-01SW3-02 I i Y " SURFACE FINISH SHALL COMPLY WITH TAS REOUIREMENTS: I + SURFACE FINISH SHALL COMPLY WITH TAS REOUIREMENTS: I " SURFACE FINISH SHALL COMPLY WITH TAS SHALL A REMENFULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A ' « LULL WIDTH AND DEPTH OF CURB RAMPS SHHALL HAVE A ( LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY I y FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIM ROUTES. NTLY ►,'' I M LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFCAHITLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. I . �. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. I WARNING SURFACE SHALL BE DARK RED N COLOR. WARNING SURFACE SHALL BE DARK RED N COLOR. WARNING SURFACE SHALL BE DARK RED N COLOR. I I I ' . 25' R. 25' R / CROSS SLOPE NOT TO EXCEED 25' R.v :. • y CROSS SLOPE NOT TO EXCEED �/ I CROSS SLOPE NOT TO EXCEED I 2X OR BE LESS THAN tr. ON ANY 2Y. OR BE LESS THAN 1Y. ON ANY i 2X OR BE LESS THAN IX ON ANY • ` I PORTION OF RAMP, OR. TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION I TO STREET TO STREET � � I To STREET �/ n I ✓ ^ � 25' R. 25' R. I 25' R. I I s'x5' + y I </ i xiwal+c \ I PROPERTY LINE / / �� uXUSroING � t y PROPERTY LINE / / <\ LANDING I PROPERTY LINE / j / ♦\ ` ; - _ - / �\ \ x « y - - J / ►a$'►« I - - ` �• «.: • iI WIDTH THP WIDTH WIDTH VARIES VARIES --ARIES •4 I 2' MIN. CURB ALIGNED i' W SIDEWALK 2' MN. CURB ALIGNED i I. G' SIDEWALK WITH CROSSWALK i 2' MN. CURB ALIGNED y ` ` I WITH CROSSWALK/ WITH CROSSWALK + I y 8' h 3• `• Yi \ i 2SIDEWALK A4Eh -- ---- - - -g IE-------- � D�Wv SURFACE SURFACE SURFACE 8' SIDEWALK AMBULATORY 5' SIDEWALK AMBULATORY 6' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-03 SW3-04 SW3-05 DETECTABLE GENERAL NOTES FOR DETECTABLE WARNINGS WARNING SURFACE PEDESTRIAN FACILITIES I. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA1 GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SEC716 N u 4.29 OF THE. TEXAS ACCESSIBILITY STANDARDS (TAS), THE I. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL LANDII)GV SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE �j'•. �_ INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. N DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED 0; ; : 4" MAX.CONCRETE. UNLESS SPECIFIED ELSEWHERE INTHE PLAINS• Z c 0 AND USUAL 2. LANDINGS SHALL BE A V X 5'INIMU MM WITH A MAXIMUM 2X SLOPE INANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. cn NOT ALLOW WATER TO ACCUMULATE. > 3.MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3. ALIGN TRUNCATED DOMES N THE DREC71 ON OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHN THE CROSSWALK AND WHOLLY OUTSIDE 0: TRAVEL WHEN ENTERING THE STREET, THE PARALLEL VEHICULAR TRAVEL PATH. 6" MAIN. FACE OF 10" MAX. CURB 4, SHADED AREAS ON SHEETS 3 AND 4. INDICATE THE 4, MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2X. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH. CURB RAMP TYPE. 5.CURB.RAMPS.WITH RETURNEO.CURBS MAY BE USED ONLY WHERE PEDESTRIANS TYPICAL PLACEMENT OF DETECTABLE WARNING WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT 5; DETECTABLE WARNING_ SURFACES SHALL BE A M110" OF 24" N SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE SURFACE ON LANDING AT STREET EDGE DEPTH IN THE DIRECTION of PEDESTRIAN TRAVEL. AND EXTEND THE APPROACH IS SUBSTANTIALLY. OBSTRUCTED. OTHERWISE. PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THIS STREET. 6, ADDITIONAL INFORMATION ON CURB RAMP LOCATION. DESIGN, LIGHT RELECTIVE VALUE SW2-00 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC 668.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY. BE CURVED ALONG THE 7.TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A MINIMUM( CORNER RADIUS. OF. 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE Londbg OVER OR THROUGH THEM. W' 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED Y POLYMER COMPOSITE. PRECAST POLYMER CONCRETE, B. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE Delectable morning surface AND CONCRETE. AS SHOWN ELSEWHERE N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK 4p'eZoolsdon poroMllo MARKINGS ARE NOT REOUItED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL el) CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 4- Max and Usual 9. EXISTING FEATURES THAT COMPLY WITH TAS, MAY REMAIN N PLACE UNLESS .0, ..p OTHERWISE SHOWN ON THE PLANS. o fw:e iv picoq 10. HANDRAILS ARE NOT REOlAREO ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER bb$ ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB.I. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER es of ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4- UNLESS OTHtERWISE DIRECTED mncurb BY THE ENGINEER. 10" Max ,TYPICAL PLACEMENT OF DETECTABLE 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 10Y. MEASURED ALONG CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN SW2-01 INI--4 GENERAL NOTES (PAVERS) r s• FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936. C-33. LAY N A TWO BY TWO O UNIT BASKET WEAVE PATTERN OR AS DIRECTED. 5' x 5' ING 2 LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS E- LANDING CONSISTOF AT LEAST 25 PERCENT OF A FULL UNIT. CUT •� O O O 0 r DETECTABLE WARNING PAVER UNITS USING A POWER SAW. Londinq AI 000 O r a ,b NO.3 REBAR AROUND PAVER INSET aot (with warning ruuneo(ed N Mid 4" Mon dome out loco ?jTECTA E WARNING PAVER WITH TRt1NCATEp DOME SURFACE �'� DETECTABLE WA VVGPAVF-R and usuol %PREOUUII NANT r• MORTAR BE SHALL CONFORM TO SIDE FL S A A (lore SIDE FLARAPPLICABLE SPECIFICATIONS 1h10 SLOPE iv (Typleaq (TYP) - CONTROL JOINT PERMISSIBLE JL fTYOIC awe.' . -���, Face of curb of MN, 4" �1 tTYPK:AI.) (TYPICAL) ICWIDTH (TYPK;AU a"rb TRUNCATEDDOMEPATTERN . 18" (MAX.)REBAR AT 18" ( ON -CENTER COW RAMP BOTH WAYS CLASS A CONCRETE - SHALL CONFORM ?0 APPLICABLE SPECIFICATIONS TYPICAL AMBULATORY RAMP W/ FLARED WINGS DETECTABLE WARNING PAVER, sEcrroNA A 0 conSW2-02SW2-03 V 1 CITY OF BRYAN B' SIDEWALK y t + + 7be Good Life, Texas Shle. 6' SIDEWALK 5- MIN. RAMP* W SIDEWALK 4'� RAMP* :_. b RAMP 111 SLOPE MAX. 1=12 SLOPE MAX. 1112 SLOPE MAX + . �.. +.Y + i y. EXPANSION JT, 5 EXPANSION JT.1, i SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, 2 BACK, EXPANSION JT, ` 3' 1/2" DIA. X 16". WITH V2" DIA. X 16" WITH . OF CURB SMOOTH DOWEL BAR. BACK CAP 0 M" O.C. CAP 0 12" 0 C.•• WITH BACK y � COATED2WA'HEAVY OF CURB ICOATEO W/HEAVY GREASE) (COATED W/HEAVY LOF CURB GREASE) 6, MIN. GREASE) 6'MN. 6. MIN. DRAWN BYE C.L.M. DATE• 01-01-08 . 8' SIDEWALK AMBULATORY RAMP 6SIDEWALK AMBULATORY. RAMP 5' SIDEWALK AMBULATORY RAMP SCALE: N T S AT STREET INTERSECTION & DRIVES AT. STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES APPROVEDW. P. K. FIGURE= SW4-00 SW4-01 FSW4-02 SHEET 1 OF 1 CROSS SLOPE NOT TO EXCEED • 2X OR BE LESS THAN tX ON ANY PORTION OF RAMP OR TRANSITION TO STREET PROPERTY LINE DETECTABLE WARNING SURFACE CROSS -SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED 2X OR BE LESS THAN 17 ON ANY 2X OR BE LESS THAN 1X ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET / / ' TO STREET PROPERTY LINE --- PROPERTY LINE, , / + i / - - - - / DETECTABLE WARNING � iY ++SURFACE / i .+i � �- SURFACEEABLE WARNING � NOTE! TYPE "G" EXPANSION JOINTS IN CURB I1 GUTTER NOTE= SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS IN CURB 6 GUTTER 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB 6 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND R3 12'- GUTTER SHALL BE SPACED AT A MAXIMUM P.C.'S. TYPE '•B" CONTRACTION JOINTS N CURB 6 DISTANCE OF 10' APART. GUTTER SHALL BE SPACED AT A MAXIM IM -i- 3" 1• MN. TO 24" DISTANCE OF 10' APART. 6" 1 • -L •4 BARS 0 Tell C/C *4 BARS f 18" O.C.E.W. fill MAX. 12' 12" 3- (MID SLAB) fill 1/4"R fill 15" �'4 R '/�"R SECTIONA A ° VARIES 3" 1" 5« 10%? ii' R 1 i/=•' a 1..' 8.. 12" T "� "�� 1/4"R 3" 7" �.. d 1/2. 24' R. 0. W. *4 BARS CONTINUOUSj1•• • 3" 3" 3 • •• -1A 12' A AND 3" CLEAR TYP. • - *4 BARS 0 - 3/4" X 18" SMOOTH �4" 3•• -: ;' EXPANSION DOWELS 24" LAY DOWN DOWELLED IN CURBS GUTTER SECTION TYPICAL COMBINED DETAIL',, i 'tilALIEY, CURB &GUTTER SECTION +� ST1-00 ST1-01 ST1-02 =` NOTE NOTE TYPE "C" EXPANSION JOINTS IN CURB 6 GUTTER SHALL BE I, TYPE "G" EXPANSION JOINTS IN CURB 6 CUTTER SHALL BE ,: •' '• 1/2" CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40'APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40'APART AND AT ALL RADIUS POINTS, P.T.•s, AND P,C.'s. TYPE "B" CONTRACTION RADIUS POINTS. P.T: s, AND P.C.'s. TYPE "8" CONTRACTION (TYPICAL) �TYPE "C" EXPANSION JOINT 14 JOINTS M CURB 6 CUTTER SHALL BE SPACED AT A MAXIMUM JOINTS N CURB 6•CUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10• APART DISTANCE OF 10• APART •4 BAR � 1 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC AND TIED N PLACE Ci 6•• 24' 24" 1/4•ALLEY PAVING •R 3• I•'aA, ST1-06 24'- R- 6" MIN 1/2X 93*e 1/4"R 12" f SLOPE 1/4-R12" 3•• � 4" STRENGTH•3500 si. 2'. 3 3 ETE 0 0� 6 8 3/4" 3 3 0 0• 6 3/4•' • : *4 BARS 3„ � • : *4 BARS . 3" 0 :3/4" X Tell SMOOTH 0 =3/4" X 18" SMOOTH 1 i l ICAL EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WEE.PHOU CURB SPILL CURB ST1-03 ST1-04 ST1-05 TRANSVERSE REINFORCEMENT= 1/8"R SEAL WITH JOINT MATERIAL *4 BARS ATrC. TO. •■■■■■■■■■■■■■■■■■■■■■■■■■q■■1 ■■■■■■■■■■■■■■■■■■■■■■■■■A■■■I iiiiiiiiiiiiommm iiiiii�i mMETAL KEY WAY PLATE TIE BARS HUMMUMMUHHHHHH: TYPE I'D" ii■■■■■■■■■■■■■■■■■■■■■■■■■■■�LONGITUDINAL JOINT " C. TO C. TYPE "D" JOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE I. 40' I. 40' 4W I CENTERLINE OF THE PAVEMENT 6 N INTERSECTIONS AS DETAILED LONGITUDINAL RENFORCEMENTe le ' • *4 BARS AT Tell C. TO C. TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X IS,% 12" O.C. 1/4" R -►{ 3/4" (COATED W/HEAVY GREASE) 3/4" . .' ° fill MN. NON -EXTRUDING FILLER 3/4•• ' ' ' 1-u2'* 3.. . 3•• LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE METAL KEY WAY PLATE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO ENO OF CAP IS 1" FROM END OF BAR. TYPE NIGH EXPANSION & CONSTRUCTION .JOINT TO BE SPACED AT 40' INTERVALS 6 ALL RADIUS POINTS, P.C.-S. P.T.'S, 6 OPPOSITE P.1.'S, 6 ON ALL HORIZONTAL 6 VERTICAL CURVES SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REO'D IN CURBS. 3/8•' R -►{ 1/9" TO 3/16" �3/4" 6" MN. *4 BARS. 18" O.C.E.W. TYPE "B" CONTRACTION _JOINT TRANSVERSE JOINTS SHALL BE SPACED 15* CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS L...i BACK OF CURB NOTEt EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT GO -CENTERS. CURB TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10' CENTERS. TYPE "0" JOINT �+ +: LONGITUDINAL JT. 0 900 TO CHORD OF RADIUS: (TYP,) (TYP,) vv 1•-6" GENERAL NOTES: TYPE "0" JOINTTYPE "8- JOIN TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT.BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF ST3-00 SILT AFTER EVERY RAIN. TYPE "C" EXPANSION JOINT. ELEV.+ T/C ELEV.-3" MATCH t OF EXISTING GUTTER EXISTING CURB 6 GUTTER TO BE REMOVED TYPE "G" EXPANSION yr JOINT, ELEV.+ CURB RETURN RADIUS • 2' MATCH E OF EXISTING TTR j!j I T/C ELEV.-3" h g CURB RETURN RADIUS - T-8" EXISTING PVMT. �2' 4" < F' ACCESSIBLE ROUTE (4- MI10 EXISTI?E 2• ar'{ _ ----- - ' OPTIONAL) NOTE 3 PVMT._ 43' - ----- - EXISTNG BASE 3» E DRIVEWAY APRON SHALL BE 4" r NDT 6 (28-DAY CONCRETE STRENGTH RISE DRIVEWAYAPRON SHALL BE 4" DEFORMEDTIE BAR =3000 psi) W/*4 BARS f 18^1'/4O.C.E.W. ASPHALT APRONS W/OEXISTIIN -0" 128-DAY CONCRETE STRENGTH *4 X 18" O.C. CURB AND GUTTER SHALL BE TYPE LONGITUDINAL BASE-3000 psi) W/*4 BARS f Tell FOR TIE TO CONCRETE A.LOWEDON OPEN DITCHED JOINT. DEFORED TIE BAR O.C.E.W. ASPHALT APRONS W/0 CURB AND GUTTER SHALL BE TO CONCRETE PAVEMENT ONLY STREET SECTIONS ONLY. SECTIONA A % 18" D.C. FOR TIE ALLOWEOON OPEN DITCHED CURB RETURN RADIUS + 2' CURB RETURN RADIUS 1'-6" ACCESSIBLE ROUTE 14' MN.) (OPTIONAL) NOTE S-11 :31'[ Ir�TE X B LONGITUDINAL 1 4 JOINT. SECTIONA A TO CONCRETE TO STREET SECTIONS ONLY: SECTIONA A SLOPING AWAY FROM INTERSECTION SLOPING. TOWARD INTERSECTION CONCRETE PAVEMENT ONLY; SECTIONAA SIDE STREET WIDTH WITHLAYDO«NCURB TYPE -G" EXPANSION PVMt C� JOINT THICK 05POL.1 PROPERTY LINE 6" CONCRETE C/ *MAINTAINM AX NOTES RAMPS ONLY WHEN _ __-_-_ (28 DAY STRENGTH- 3500 PS 1 W/*4 BARS AT 18" O.C.E.W. A POINT OF CROSS LOPE THE LONGITUDINAL SLOPE IS DOWEL INTO EXISTING SIDEWALK W/fill LSSB TO 2' BEYOND B.O.C. CURVATURE GREATER THAN 1:20 (VARIES) W/*4 BARS f Tell O.C. RAMPS SHALL COMPLY WITH BACK OF CURB TAS REQUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMIMSHING EXPANSION JT. 6 I 25' RAD. (MN.) {-} AT RADIUS PONT SMOOTH DOWEL BAR.: 4' SIDEWALK * 1/2" 0 X 16", WITH I TYPE "0" CAP 0 .12" O.C. LONGITUDINAL RAMP EDETNL) 4!** 5'R. (MIN BACK OF CURB (COATED W/HEAVY CREASE) J (EEERAMP -- - --- - - - - -�-- - - - -- ACCESSIBLE ROUTE NEAT SAW CUT ..F1EAT. I NEAT SAW CUT. L- --------- 12' MN. ----i --=--=------ SAW CUT �1 1' I POINT OF TANGENCY TYPE •'G" EXPANSION JOINT EXISTING CURB 6 GUTTER TO vie. - - - .. .. - ... • • • -ram • • • ... • • • - . . *MAINTAIN 2Y. MAX CROSS BE REMOVED. REPLACE STREET SLOPE. 4` MN. WIDTH. ** SURFACING AS NEEDED. Lo-A EXPANSION JOINT tTY0.1 EXISTING SIDEWALKS, (A MN.. T T OF 4' BEHIND BACK OF CURB). RESIDENTIAL D.�WAY (�Stwo VED EXPANSIONJOINT� MATERIAL MAY REMAIN N PLACE OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON ST2-00 ST2-01 r r W W > DRIVEWAY MATCH E OF EXISTING TYPE "D" EXPANSION GUTTER ELEV.+3" JOINT. A "G" S �- ELEV.-T/C TYPE EXPANSION JOINT EXISTING CURB 6 CUTTER PROPERTY LINE I APPROX:12" DRIVEWAY WIDTH TO BE REMOVED- VARIE DRAINAGE CULVERT r IMN. 15" DIA. PIPE) r2l' ,W EXISTING PVMT 1 I 6" *MAINTAIN 2X MAX VARIES RETURN CURB TO HAVE CROSS SLOPE I A ROLL FACE SECTIONAA A ______ _ DIMINISHING PROPERTY AT RADIUS POINT. NOTES - - - -F LINE - - - EXISTING BASE DEFORMED TIE BAR 2'3• �• R TYPE "0" REMOVE CURB ONGITUDNAL ��L AMBULATORY RAMP SLOPE 102 MAX. _*4 L LENGTH OF DRAINAGE PIPE FOR - - - X 18" O.C. pRryEWAY APRON SHIN L BE 6"(28-DAY CONCRETE THRU RAMP I JOINT RESIDENTIAL DRIVES IS 36' MAX. FOR TYING NEW CONCRETE TO E STRENGTH - 3000 psi) W/*4 - - - - - - - - - - - rXISTG 6 20' MN. DRAINAGE EDGE PVMT. CONCRETE PAVEMENT ONLY BARS f 1$- O.C.E.W. ASPHALT SIDEWALK APRONS CURB 6 COTTER 2. ALL DRIVEWAY PIPES WITHIN CULVERT AL SHALL BE ALLOWED ON OPEN NEAT ROW MUST HAVE CONCRETE SLOPED ENO SECTIONS STREET DITCHED STREET SECTIONSNEAT - ONLY. SAW CUT i SAW CUT (60 SLOPE) OR APPROVED. A c��- /L �� � SECTIONA-A PICAL-FYDRIVEWAY ENTRANCE TYPE "G- A NEAT EXISTING CURB 6 GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET WITH CULVERT SURFACING AS NEEDED COMMERCIAL DRIVEWAY S7T2-02 ST2-03 FLEX BASE *4 BARS, 18- O.C.E.W. ZB-DAY CONCRETE MN. 8" HMAC EXISTING SEAL COAT/ STRENGTH - 3500 psi EXISTING HMAC DOWEL *5 BARS, 16" LG..-COMPACTED CEMENT STABILIZED SAM GRAVEL STREET fill SAW CUT--)(8" INTO EXIST. PVMT.). f 18" O.C. o Oo a Loll vale.. e•o.e., o Oa EXISTING CONCRETE i6" STREET SAW CUT COMPACTED CEMENT ,; ;;,; VARIES ; ;A.�r:: COMPACTED CEMENT ,•s 1Z" , if v 'II ;.... ST AFL ZEO SAND OR . 12" ;' ' .;; ,. STABILIZED SAND . -:r•: FLEX BASE 12" fill SEE BEOOMVG DETAIL FOR APPROPRIATE PPE TYPE ::.. SEE BEDDING DETAL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES � :..,%� UNDISTURD SOIL BE %� SEE BEDDING DETAIL FOR VARIES UNDISTURBED SOILS L I APPROPRIATE PPE TYPE OPEN CUT OPEN CUT SEAL COAT/ VARIES GRAVEL STREET OVERLAY STREET OPEN CUT CONCRETE STREET ST4-00 ST4-01 I ST4-02 100, ROW 15• 15' 14' 14• 12' 12• ICI i s 2" HOT MIX STO. RIBBON CURB IL e ASPHALTIC CONC. PVMT. 1/2"/FT- SLOPE -► a dew MN. 4" IAMAC BASE OR 6" CRUSHED Ml" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. (98X STANDARD ASTO 0-696 AT A MOISTURE CONTENT BETWEEN 0 AND -4X OF OPTIMUM TYPICAL RURAL ROAD: RIBBON CURB SECTION RIBBON CURBS WILL BEALLOWF.D WIMIN THE CITYLIMITS ONLY. S'r4-03 NOTES= 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2.FORSUBCRADES WITH P015 AND X PASSING THE -200 ACCEPTED RIGHT OF WAY AND PAVEMENT. WIDTH. SIEVE 135X. USE LINE STABILIZATION, 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SU13GRAOES WITH PK 15 AND Y. PASSING THE •200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 352. USE PORTLAND CEMENT STABILIZATION. SUBGRADE N ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT . VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER, WILL BE DETERMINED BY THE ENGINEER. VARIABLE R-O-W (SEE NOTE 5) .� E VARIABLE. B/C TO B/C (SEE NOTE 5) e SEE W CONCRETE 2" HOT MIX .ASPHALTIC STO. CURB 6 CUTTER SEE 4' CONCRETE I SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK DETAIL X cl ng3c—. MIN. 4" HMAC BASE LIMIT OF MEASUREMENTA 2' OR 5" CRUSHED LIMESTONE fill COMPACTED STABILIZED SUBGRADE (98X STANDARD FOR ROADWAY EXCAVATION BASE t95X MOO. ASTM-01557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION (LOCAL STREETS) 0 AND -4X OF OPTMMU L TYPICAL STREET SECTION ASPHALTICCONCRETEPAVEMENT ST4-05 RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH . 24 30 R.O.W WIDTH 70 100 NORTHERS,, ►gyp I.TO ROWEWITHIN CITY L?V RE�E 16'EASEMENTS PARALLEL S. 2. SHOULDERS SHALL ��BRE�ASPHALT PRIMED 3. CIOT(HN Y SPECS A STA%UK . DrS All FOLLOW VARIABLE R-O-W (SEE TABLE) 16' UTILITY 15'UTILITY EASEMENT VARIABLE EDGE TO EDGE (SEE TABLE) In EASEMENT (SEE NOTE 1) 3' 3• (SEE NOTE 1) cc a 0 2" HOT MIX Ix I.-e ASPHALTIC CL + CONC. PVMT. • 1/2"/F T. SLOPE -• S MN. 4" HMAC BASE OR 6" CRUSHED LIMESTONE BASE. I 6" COMPACTED STABILIZED SUBGRADE (98Y. STANDARD (Mk 5" HMAC BASE OR ASTM D-698 AT A MOISTURE CONTENT BETWEEN B" CRUSHED LIMESTONE 0 AND -4X OF OPTIMUM) BASE ON COLLECTOR SECTIONS) (95X MODIFIED ASTM 0-1557) TYPICAL RURAL ROAD SECTION ST4-04 NOTES, L REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" ACCEPTED RIGHT OF WAY AND. PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). VARIABLE R-O-W (SEE NOTE 1) VARIABLE B/C TO B/C (SEE NOTE 1) e e rt MONOLITHIC CURB SEE 5'CONCRETE fill REINFORCED CONCRETE SEE 4'CONCRETE I SIDEWALK OCTAL 128 DAYSTRENGTH-3500 PSI) I TYPE "D" JOINT SIDEWALK DETAI 3X SLOPE ---• LIMIT OF -►I2• •4 BARS f 18" O.C.E.W. 6" COMPACTED STABILIZED SUB( RAOE (98X STANDARD MEASUREMENT (MID SLAB) I ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND -4X OF. OPTIMUMI) EXCAVATION 6 STABILIZATION. TYPICAL STREET SECTION REINFORCED CONCRETE PAVEMENT SrT4-06 o Hw w w � w o Q U � � d Q Aa � U CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: C.L.M. DATE: 01-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 I I I I - - - - - - - - - - - - - - - - - - - - - - -+ - - - - - - coL- STRUCTURAL BACKFILL 45 LF rNo 0 0 ----------- I ------ I ------ V- SEWERLI E S-11 I I I I I I I I i I I I I I I I S.S. #10 - ST . 4+64 I I I I I I I I S.S. 1 #20 - STA. 9+65 1 LF OF 4" S.S. 01 INDOIR I I I I I I FL ATOEND= 3T0.5 I I I I I SEWER LINE S-13 I I FL END= 318.0 1 61 81 LI 91 S1 t7i £I ZI II 0I 6 8 L 9 S tr £ S.S. #1 - STA 76.16 S.S. #6 - ST . 2+65 S.S. #8 - STA. 3+65 S.S. #12 - STA. 5+65 S . 114 - STA. 6+6 S.S. #16 - STA. 7 65 Z 1 LF OF 4" S.S. 1 LF OF 4" S S. 1 OF 4" S.S. Sta. 4+70 1 LF OF 4" S.S. 1 LF OF 4" S.S. 1 LF OF 4" S.S. S.S. #18 - S A. 8+65 z FL AT END= 306. FL AT END= 308.0 FL AT END= 309.1 FL AT END= 31 1 AT END= 313.5 FL AT END= 315.0 1 LF OF 4" S.S. S.S. #3 - STA. 1 J65 I I MH No. 11 I I FL AT END= 6.5 I I 1 LF OF 4" S.S. 0 t NDO 1H I I I FL AT END= 307.01 I I I I I I I I I I LS i I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - * 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 70 f 9-S 9-S -f- -S 9 S -� p-S 9-S 9-}S 9-S 9-S 9-S 9-S 9-S 9-S 9- 9-S-�19- 19-S 9-S 9-� Pidmont Z 'oN I HJ Sta. l 9+70 12 MH No. 12 9-M 9-M 9-M 9-M 9 9-M 9-M 9-M 9-M M 9- 9-M 9-M 9-M 9-M--fj' 9-M 9-M 9-M 9 9-M 9-M S.S. #2 - STA. 0 76.16 S.S. 4 -STA 1+65 S.S. 5 -STA 2+54.81 S.S. -STA. 2+72.15 S.S. 15 -STA. B+65 S.S. #17 -STA. 7+65 52 LF OF 4 S.S.I " S.S. 9 -STA. 3+65 S.S. #11- STq. 4+64 S.P. #13 - STA. 5+65 w S.S. 19 - ST/ . 8+65 S.S. #20 - STA. 9+65 FL AT END= 305.6E 58 LF OF 4 S.S. i 58 LF OF 4 S.SI 58 LF 4" S.S. 1 58 LF OF 4"I S.S. I 58 LF OF 4" IS.S. 5 LF OF 4" S.S. I 58 LF $F 4 S.S. 1 58 LF dF 4" S.S. 1 58 LF OF 4" S.'S. I I FL AT END= 306.6 FL AT END= 307 5 FL AT END= 307.7 FL AT END= 08.7 I FLAT END= 10.1 AT END= 311.7 FL AT ND= 313.1 I FL AT E D= 314.E I FL AT END= 31 .1 FL END 4" S.S. 317.6 OZI IZ I I I I I I I I I I I I I I I I I NOTES: ZZ I £Z I fiZ I SZ 9Z I LZ 8Z I 6Z I 0£ T£ 9£ I I I I I I I I I I I I I I I I I I I I I I I I I I Z£ 1 ££ I I I I L£ I L iND0 9 I I I I I I I I I I Li-IDOrIS I I I 1. EXISTING GROUND PROFILE SHOWN IS BASED ON SURVEY DATA. 2. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 3. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. 4. FINISHED GRADE OF MANHOLE COVERS IN THE PAVEMENT OR SIDEWALK SHALL MATCH THE GRADE OF THE PAVEMENT OR SIDEWALK SURFACE. 5. SEWER LINE PIPE MATERIAL PVC, SDR-26, (ASTM D-3034) OR ASTM D-2241, SDR-26, CLASS 150. 6. SERVICE SEWER LINE PIPE MATERIAL TO BE IN ACCORDANCE WITH FIGURE S. 7. WHERE THE SEWER LINE CROSSES THE WATERLINE, THE SEWER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT OF EACH END (PER TCEQ REGULATIONS). WHERE SPECIAL CEMENT STABILIZED SAND BACKFILL IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 1OX CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL Alignment mewor line a-13 Desc: mower One a-13 Deec. Station Spiral/Curve Data Northing Easting --- PI 0+00 ------------------------------ ---------- 1 --- SEWER SERVICE Length: 470.00 Course: N 47-12-13 W NUMBER---------------------------------------------------------- PI 4+70 10176068.0670 3563161.1574 SEWER SERVICE Length: 500•00 Course: N 47-12-13 W SIZE ----------------------0 00 -- - Tangent Data 0+00 10175748.7520 3563505.0309 4+70 10176068.0670 3563161.1574 Length: 470.00 Course: N 47-12-13 W ---------------------------------------------------------- PI 9+70 3562794.2711 ----------------------- ------------10176407.7645 Tangent Data ------------------ 4+70 10178068.0670 3563161.1574 9+70 10176407.7645 3582794.2711 Length: 500.00 Course: N 47-12-13 W PROFILE SCALE 1 =40 HORZ. MH No. STA. 9+ 2 0 STD. 4 DIA MANHO TOP 0 MANHOLE - 320. 0 GROUND � 312 MH N0. 9 312 20 32 A. + STD. 4 DIA MANHOLE MH N0. 11 TOP OF MANHOLE - 308.34 , / STA. 4+70 STD. 4 DIA MANHOLE r TOP OF MANHOLE - 313.45 - DE IGN GRADE 308 316 / 308 31 28.0 LF OF 6" PIP E. ASTM D-303 , 8" WATERLINE SDR-26 ® 1.0 - 04 31 388.2 LF OF s PIPE. 304 312 A,S,,IVI 3034, SDR-26 0.80% 2' MIN. 300308 4ss.D OF 6PIPE.300 SDR-2 30 " 54.8 SPECIAL CEMENT x cYi 1.00R PIE pSTM6 AND 13ACKRLL x ¢co Y D-3034, SDR-26 SEE NOTE 7) Y a Y Y tO r7 "' 3 3 3 'n �* a a a tJIo 296 Y to.9 30 41 INSTALL 20' JOINT r OF 3 3 3 6 8 3 3 296 304 ¢ ¢ + 00- c" - ASTM D-2241 ( o+ IN. M 4 4w 4 " 4" x v~i 3 3 3 150 PSI) CENTERED d \ 3 3 4" 4" 40 41 Y U a 3 UNDER WATERLINE 4w 4 3 19 18 19 20 " 292 13 292 300 - to 3 17 4LO 4" 30 ocy)n n 3 3 3 14 4w _ 12 ON Z NN II ON z d rp w 4" '- 288 no mnn 288296 mn of 29 I U- U-� I II II I II + + O - O 0chchcn �U- �i ao io m 9 U- io in .� in 84 284 292 29 PIPE 0o 00 0o 0o 00 00 00 00 00 d 14- � st O 00 N co O 1- 00 N d O st' O O O d Q1 FLOWLI N E o 0 6 c� N N to d et to 0 co co r� 00 00 ELEVATION O 17 O r7 O M O r7 O Io o n O M o O rM O 17 O M O 17 O IM O n o M o M O M O M O M 0+00 1 +00 2+00 3+00 6" 4+00 5+00 SANITARY SEWER LINE S 6+00 -13 7+00 8+00 9+00 c® M�'� CAR PLIANCE N OF >t.. it.. KENT M. LAZA ... _ ....... �BT.2 rf ...... 65923 `l oNAL SEAL AP ON THIS DOCUMENT WAS ZED BY KENT M. P.E. /65923 ON JULY 8, 2009 CIVIL DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGMEERS REGISTRATION % 9243. Z O U) U d Q m 3 0 m W 0Uj Z Z U C� LnJ .W_I (n00 L- z O F- U F- N Z z O � O F- M O_ O O L) OLL- Z_ U V) W W W O z r7�U0m p �WV � o -> LL. w oWWW ch ���� Ditao Oo0)cy) (7) Lj 0000 ~ d N O O � i l l l O O O Z Q O N N W O O •ca Lu �,og N rn tTi ti � 0 C D) O 03 }, �I Z a N N O 93 L C • p) IL O W ca z - O cM it cf) U W 0) 0) O) ~ Zi>ti (9 fD 0) cy) W = O co x U r` ^ 9 v N m ~ O a 0 1` Q 0 0 W 0 O d. W 0 ' v, Q Z � LL � �W-- Q M > W 7- ozSz =50 � U Z J Y � W O J W �W/ L.L W U m Ix 0 1- Q z W Q 2 c SHEET 14 OF 14 40 20 0 40 ------SCALE IN FEET ----- I tin F + I l F I i i I I i I I i SEWER LINE S-10i-\) E �. 8"X4" TEE WITH CAP FOR 8"X4" TEE WITH CAP FOR 8"X4" TEE WITH CAP FOR FUTURE xisting FUTURE Sta. 6+80.79 Ste art Drive STEWART DRIVE MH No. 2 F - -1 ___--------------------------------------------------------`--, --� iC- -2+oa- _ 0©-�--- - +00--_ ____________._ _ ___� _..--- ,+©Q, , - S-B I 7+00 - -8-S-8 -8 G-8 s .19 s 81 S- S-8 S-8 -- +S-8 F SF-8 S-$ 11 - - - - - j '` 1 i 7+02. - - - - ---------------t------ I--- -- - - - - - ------�--- ------------��; 7----� -1 r-- I 0 S.S.1 _STA. 2+43.29 I I Sta. 3+80.79 I SEWER ILINE S-9 8"X4" TEE WITH 4' STACK PIPE WITH CAp FOR FUTURE SERVI E MH No. 1iA I.I I I S. 3 STA. 3 29 I S.S. J5 STA. 4 1 .29 ppa�yy "X4" TEE WITH 4' STACK PIP 18"X4" TEE WITH 4''SACK PIPE SEWER LINE S-10j i U WITH CAP FOR FUTURE SERVICE WITH CAP FOR FUTURE SERVICE I I I ' I ? I� l CIA ! I ; n I : r � r { f I I If 1 00 in r O M C-- 4Cft Stu. 0+00 co MH No. 4 I I (n T cm I b °o cc Lg� I li I I co II � I I I ;I I i Alignment: sewer line S-9 Desc: Desc. Station Spiral/Curve Data Northing Easting ------------------------------------------------------------ PI 1 +68 10175252.6729 3564355.0215 Length 534.79 Course: S 42-47-47 W PI---7+02.79----------------------- 10174860.2583 3563991.6581--- --------------------------------------------- Tangent Data --- 1 +68 10175252.6729 3564355.0215 7+02.79 10174860.2583 3563991.6851 Length: 534.79 Course: S 42-47-47 W SERVICE SEWER SERVICE NUMBER SEWER SERVICE SIZE 00 U oi cn r ( I I � O I SIfWE N RLINE S- j N I I I -----------�cb -----------j Future Cloud Lane Cloud Lane -- -- OF . ..................... KENT M. LAZA rn 65923 � I I THE SEAL M THIS O I I DOCUMENT As AUTHORIZED BY rn KENT M. LAZA, P.E. Q #65923 ON JULY 8. 2009 CML DEVELOPMENT, LTD. TEXAS BOARDI ( I ROFESSKML 40 20 0 40 �, �►TION 92 SCALE IN FEET Z L- - - - - - - - - - - - - -M 8-M 8-M O In V) d F II amm o W N wzz 0 L2F= Qav> J e-s- e-s--1- p p �- - - - - - - - - - - I 9 I S.S. #1 - STA. 2+ 7.50 Sta. 3 00 00 Sta. 4+33 13 LF OF 4" S.S. S S. #2 - STA. 3+27. 0J-7- I SEWERLINE S-11 FL AT END= 305.6 MH No. 9 3 LF OF 4" S.S. MH No. 10 Fl 1.4 AT END= 305.2 dam- O 7 d'MS.S. #3 - STA. 4+7.5 I I w I 1 LF OF 4�' S.S. I FL AT END 304.4 I I NOTE: Alignment: sewer line s-11 1. EXISTING GROUND PROFILE SHOWN IS BASED ON SURVEY DATA. 7. WHERE THE SEWER LINE CROSSES THE WATERLINE, THE SEWER Desc: sewer line s-11 Desc. Station Spiral/Curve Data Northing Easting LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE 2. REFER TO THE SANITARY SEWER DETAILS SHEET FOR TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND ------------------------------------------------------------- -------------- PI 4+33.00 EMBEDMENT AND BACKFlLL DETAILS. THE JOINT OF EACH END (PER TCEQ REGULATIONS). WHERE ------------------------------------------------------------ -------------- 3. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. SPECIAL CEMENT STABILIZED SAND BACKFlLL IS REQUIRED, THE PI 0+00 10175528.6200 3563302.2125 CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT Length: 300.00 Course: N 42-47-47 E 3+00 4. FINISHED GRADE OF MANHOLE COVERS IN THE PAVEMENT OR PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON 4+33.00 SIDEWALK SHALL MATCH THE GRADE OF THE PAVEMENT OR LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER ------------------------------------------------------------- Length: SIDEWALK SURFACE. CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING PI 3+00 10175748.7520 3563506.0309 SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES Length: 127.50 Course: N 42-47-47 E 5. SEWER LINE PIPE MATERIAL PVC, SDR-26, (ASTM D-3034) OR BELOW THE WASTEWATER MAIN OR LATERAL Delta: 0-00-00 ASTM D-2241, SDR-26, CLASS 150. ------------------------------------------------------------- Tangent Data 6. SEWER SERVICE LINE PIPE MATERIAL TO BE SCHEDULE 40 PVC 0+00 10175528.6200 3563302.2125 UTILIZING CLASS 1245-A PVC COMPOUND. 3+00 10175748.7520 3563506.0309 Length: 300.00 Course: N 42-47-47 E STRUCTURAL BACKFILL tO N 44 LF o t+D t+0 d PROFILE SCALE 1 =40 HORZ MH NO. 2 STA. 6+80.79 1 "=4' VERT. ST . 4 DIA MANHOLE TOP OF M HOLE - 304.06 04 MH NO. 1 30 S . 4' DIA MANHOLE TO OF MANHOLE -300.62 EXISTIN GROUNE DESIGN GRADE 300 30 SPECIAL CEMENT 20 LF OF 8" SAND BACKFILL PI 1E, ASTM (SEE NO 7) -3034, 296 R-26 ® 29 0.5 296 LF OF ASTM D-3034, Ll SDR-26P 210.8 LF OF " PIPE, ASTM 26 ® 0.60% D-3034, SD L-�I I 292 29 I I ]C W U Y U w Q x 288 N U W A- w A 28 0 w Q cr + ¢ w U _ \- ASTM D-2 41 (MIN. v W x ¢ o j f- + o_ = U M U. U = \� 3 3 0 ow 3 3 t� cn 150 PSI) UNDE ENTERED FUTURE ao �� W 15o wv �_w_ a\� x %n 33ocWn 6 W TERLINE 330W33u-v1 Efl 4" 84 \C� O 28 2 N "5 M o M 4" z zrn��d rn N O N to N o N01NN II N n 280 II I N N I° II 11 z z 28 U Z J 01 II N 11 O o -�� W W rn O 00 + W W O CD +off I- 0 +ajaj- U- U-- - Nco + M-i ii to 1 I I I r I-n N co tti ao co Qcncnrncn �n ao 0o io d v�i ao PIPE 00 01 00 N co LO CID 00 to N u7 � u7 00 u7 0 to FLOWLINE o 1-: N N c� ELEVATION 0 N Q1 N 0) N 0' N Q1 N 0' N 0) N °i N 0' N O1 N 0' N 2+00 BACKFILL 51 LF + + 0 0 91 19 03563596.3901 -------------------------- - --------------- Tangent Data 10175748.7520 3563506.0309 10175846.6430 3563596.3901 133.00 Course: N 42-47-47 E PROFILE SCALE MH NO. 9 MH 0 10 1 "=40' HORZ. STA. 3+00 STA. 33 1 "=4' VERT. MH NO. 4 STD. 4' D1k MANHOLE STD. 4' DIA MANHOLE STA. 0 0 DESIGN TOP OF MANHOLE' - 308.34 TOP OF MANHOLE - 30 7.46 STD. 4' DIA MANHOLE GRADE 08 TOP OF MANHOLE - 306.111 8 -" EXISTING GROUND 04 04 ECIAL CEMENT N ND BACKFILL 129 0 LF OF 6" PIPE, ( NOTE 7) ASTM D-3034, 296.0 LF DF 8" PIPE, S R-26 ® 0.80% 0 ASS -3034, 30 I INST L 20' JOINT OF AS 150 D-2241 (MIN.Lr ISI) CENTERED 11 UNDER FUTURE WATE RUNE to in \ 3 292 N 2 oToo 4 4 o 04 NN IIzo NNN MZ n N 11 II 5zz 288 �ozz to 288 O0 to H O � �i fncnfn co co co cncncn co io in Q I-ii tJi 284 � 284 PIPE N q 0o o It c` r00 - c04 FLOWLINE aD co 00 0; tT o 0 ELEVATION N N N N N rr0 r y "ED OR 3+00 4+00 5+00 6+00 7+00 0+00 1+00 2+00 3+00 4+00 JUL i j 2009 8" SANITARY SEWER LINE S-9 8" & 6" SANITARY SEWER LINE S-1 1 I °°bb���€�aenon z O U V)0 0- � Z OU O O 0' O U LL- M W - W Z p U p O �wN U) o n_ Q > � W N N D Q -* �-- 0) N 00 O p 1 I 00 I n zQO•- N ti Lr) ti X m Lu ti o C coo y QI f CLco 0 � 0 � � ~ • � cx0 o t c et1 4 O 0) ILL. N z � O F >. CO) U LU W O z �% ti 5 ci N W=o to 24 c1r)9 ce) �to rn N o m p~j U a ... 44 O ~ Cr) O cM I Q O ~ Q I--- O C O O (!) W o J c Q Z X Q U) O 0) r � Q Z 06 (n W W Z m ::) :) O Z U) U Z:��Uo W W W J W of W�Uo0 W W W O Q Z W Z W VJ SHEET 12 OF 14 1 J1X36' it BLOCK 7 BLOCK 7 STA: 9+58 STA: 0+00 I I I I 33 I 32 I I I I I I I I I I I s" M.J. GATE VALVE CONNECT TO 7 8" X 6" M.J. TEE I I I I FSTA. 3+07.23 IRE HYDRANT AS I EMBLY NO. 2 I I I I I I I I I I I STA: 9+60 I CONNECT TO 8" X 6" M.J. TEE W/ VERTICAL EX NSION ON WATERLINE -4 � 6T���GATE VA VE 02 36 35 34 STA. 3+09.23 31 30 29 28 27 26 25 24 23 22 SEE INSET J rSEEET 1 6" M.J. GATE VAL 40 2 0 40 6" WA E RL I N E -7 21 20 I I I I I SPALE IN FEET 1 I I 1 W.S. #43 - STA. 6+05 W.S. #45- STA. 7+05 W.S. #47 - STA. 8+05 1 - ST 0+10 W.S.33 - STA. 1 +05 W.S. #35 - ST 2+05 W.S. #37 -STA. 3+05 W.S. #39 -STA 4+05 W.[� . 41- STA. 5+05 1 F. OF 1.5" W.S. 1 L OF 1.5" W.S. 1 L1 . OF 1.5" W.S. 1 WS. #49 - STA. V0. F 1W 1 L.F OF 1.5" W.S. 1 L.F. OF 1.5" �.s. 1 L.�. OF 1.5" W.S. 1 L.�. OF 1.5" W.S.I 1 L.F. OF 1.5" W.S. 1 1 LF. OF 1.5" W.S--�---- 1+01--- - ----2+ t _ 3+0 _ 4+0 _ 5+0 _ 6+0 ,_. _ 7+0 8+0 9+9 ... .. ... a ,u e w a w e , w_ e_. _-e �� I- 11,0�10111 0%%�� i01 0i i� S-6 -6 S 6 S- S-6 - - - - - - - - - - - - - - - - - - - - - - - - - - - W.S. #36 - STA. 2+05 . BLOCK 1158L.F. OF 1.5 W.S. A 1 W.S. #32 - STA 0+10 W.S. 34 - STA. 1 +05 0 I 60 LF. OF 1 " W�S. 158 L.P. OF 1.5" W.S. I I I �I 2 tw �� 1 3 4 5 8" WATERLINE W-3 8" GATE \ VALVE 8" X 6" 6" GATE M.J. TEE VALVE INSET N.T.S. I o. 2 Pidmont Lane -6 zS-6 S-6 /-- S-6 S-6- - - - - - - - - - - - - - - - - - - - - - 1W.S. 38- STA. 3+05 W.S. #40 - STA. 4+05 W.S. # 2 - STA. 5+05 58 LT. OF 1.5" W.S. 158I.I.F. OF 1.5" W.S. 158 LF.1 OF 1.5" W.S. I I I I I I 6 7 8 9 10 11 I I I I I I I I I I I Alignment Waterline W-7 Desc: Waterline W-7 Dose. Station --------------------------- Spiral/Curve Data ------- Northing ------- Easting- ----- ---------------------------------------------------------- PI 0+00 10175489.4297 3562801.7429 Length: 960.00 Course: S 47-12-13 E ---------------------------------------------------------- 9+60 7_2109 1651 8_ ----- --------------------------1 Tangent Data ---- --- ---- 0+00 10176409.4297 3562801.7429 9+60 10175537.2109 3563506.1651 Length: 960.00 Course: S 47-12-13 E S-6 S-6 S-6 S-K5iLIFR. S-6 S-6 - S-6= W.S. # - STA. 6+05 W.S. 6 - STA. 7+05 48 - STA. 8+05 W.S. #50 - TA. 9+05 58 LF OF 1.5" W.S. 158 LF OF 1.5" W.S. OF 1.5" W.S. 58 LF. OF 11.5" W.S. I I I I I I I 12 13 14 15 16 17 18 19 1 I I I I i I BLOCK110 8" WATERLINE W-4 I i I 1 I I I I I � 8" GATE VALVE 8" X 6" 6" GATE M.J. TEE VALVE \ N�T.S.-� / PROFILE SCALE 1" = 40' HORIZ. 1 " = 4' VERT. 24 324 DESIGN GRADE 320 320 EXISTING GROUND 316 �Z - 316 o O -1 N LA- W 4' MIN. w BURY 1 D_ 15 312 -- zne > I= 312 + - -- - .1 > O .- + O -1.509; W 07 I rp O z O O + + W 9 OD 308 a 33 N o + a a o °° "' � 308 31 1.5" M v ii 34 35 + 1" 32 1.5" 1.5" 38 to + 1" 36 1.5" 1.5" 37 a 71 + -0.90� 304 304 � •"39d + 40 41 9 `O + 1.5" 1.5" d r-n to + n + 42 43 o 00 1 5" 1 5" a 300 Awl 45 o a z CO O 1.5" 46 47 + no - ao � N M w M W 1.5" 1.5" 48 i-ii i° W M co ai Mxrj I II J t.5 49 rOi� a Mx I 3 296 296 Q WWZ a " w QQ MQ 000� n CJ C-S' �a ��J +15 ''� w +C�'i °'z3 Qz3 d a- Q, ao z U05 O io90 0 t 00 co M to 0000 O M co In 00 0)PIPE O •- co co .- FLOWLINE 6 ca Iri ri ri N o o ai Co r r: co 117 M It � M o ri 0 ELEVATIONrOj M rOj ,� ,0� 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6" WATERLINE W-7 7+00 U+UU In I NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. ALL WATERMAINS AND SERVICE LINES UNDER STREETS TO BE PLACED IN PVC SLEEVES. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. EXISTING GROUND PROFILE SHOWN IS BASED ON AERIAL TOPOGRAPHY. 5. WATER MAIN SLEEVES TO BE SDR-26. ASTM D2241 PRESSURE PIPE. 6. SERVICE LINE SLEEVES TO BE PVC SDR35, ASTM 3034. 7. ALL SERVICE SLEEVES SHALL HAVE STRUCTURAL BACKFILL 8. WATER METER BOXES TO BE INSTALLED FOR EACH LOT IN ACCORDANCE WITH WELLBORN SUD REQUIREMENTS. FOR Ji ► 1 � 2009 A COLLEGE_ STATION OF KENT M. LAZA ... .... ............. .. •65923 '�rs�Q�r•�, THE SEA. ON THIS DOCUMENT WAS AUTHONZED BY KENT M. LAZA, P.E. /65923 ON JULY 8, 2009 CIVIL DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGEWTKIN t 9243. Z 2 a 1n 7 Q } CD M p mwo W Z Z U c) < Fn V) 0 Z O H U H Z Z Z 0 0 :m U 00 3 U o v,N_�o W Z p � U Ld O O_ �w� V) U) 0 CL W p w d w W T � V) Q d 000 0 Lj � cn 00 1- Q r- N O p I I O I 0 Z Q O �- 04 ti U) `V 0 X ti N W c j L cp cc O �7 a a. cc O ca 4) N CO p L C C t7) LL. m z � O i = 75 cn4 W V) 9 �- x .. U 04 m � O a Q 0 CO W 0 _ O W F- 1 C/) J o Z O CL (1) 0 Z OZ5 ti 0 Z� L) Q W Y 0 J z W W U m O 0 W 2 SHEET OF 14 6" WATERLINE W-7 i U I NOTES: 6" GATE 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FlNAL GRADE. rr ll V I VALVE 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. ALL - - - - - - I 3 - I - - - - ii i - WATERMAINS AND SERVICE LINES UNDER STREETS TO BE PLACED IN PVC SLEEVES. I O I I , i * 91 I jj 8" SPLICES G I M I I ( M X 6" 8" GATE M.J. TEE ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. I C ri 40 / 2O O ( 4 i� VALVE 4. EXISTING GROUND PROFILE SHOWN IS BASED ON AERIAL TOPOGRAPHY. co I V I 1 SC E FEET ' INSET A 3 A I I I IN 1 -I 1 N.T.S. 5. WATER MAIN SLEEVES TO BE SDR-26, ASTM D2241 PRESSURE - - - I - - - - PIPE. STA: 4+87.07 STA: 7+08.49 I I - - - �/ `f � / / 6. SERVICE LINE SLEEVES TO BE PVC SDR35, ASTM 3034. 8" M.J. GATE VALVE I I 8" M.J. GATE VALVE I I I ( I / / 7. ALL SERVICE SLEEVES SHALL HAVE STRUCTURAL BACKPILL STA 4+89.07 M `O (y STA: 7+10.49 8" X 6" M.J. TEE I 3 I 8" X 8" M.J. TEE i I STA. 7+16.69 18w / ' i / / 8. WATER METER BOXES TO BE INSTALLED FOR EACH LOT IN x 22.5' M.J. BEND ACCORDANCE WITH WELLBORN SUD REQUIREMENTS. SEE INSET A I I SEE INSET B 8" X 8" ! M.J. TEE - - - - - - - STA. 6+52.28 I / / ; � - - - 8" GATE STA. 3+76. 7EXISTING WT 18" x 22.5' M.J. BEND RLI E W- VALVE WATERUN CONNECT TO EXISTING 8" WATERLINE f Q� 8" GATE 1 VALVE STA. EQN.Z. 3 4+00--� - - - - - - -� �- --6-i-08 - - 6+-J e M � �� 8 WATERLINE W-9 INSET B N.T.S. w- W-8 w-8 W-8-..-_W-a COMMONNESS - Aligrsrtent. WATERLINE W 3 PART Existing PVCSLEEVE 12"X36' Sagewood Drive ` --_ - _ Dttsa WATERLINE W-3 PART 1 Desc. Station Spud/Carty Data Northing Easting -------------------------------------------------- - Sagewood Drive (TYPICAL) PVC SLEEVE . "` / I PI 3+78.57 10176571.9792 356287&1748 ' length: 112.50 Course: S 42-47-47 W STA. 6+ 5.0 ------------------------------------------------------------ PI 4+89.07 10176489.4297 3562801.7429 TA + 3.61 9-S 9 S-S :-*+45yg S W9C S#;3 A. 5+45.09 " OF 1" W.S. Length: 0180.93 course: S 42-47-47 W -00 55 L.F. OF 1 W.S. 55 L.F. OF 1. " W.S. 55 I.F. OF 1. W.S. ' ------------------- ------------------------------------- - - - - - - - ------------ ------ -- - _ � To Data 3+76.57 10176571.9792 3562878.1748 4+89.07 10176489.4207 3562801.7429 Length: 112.50 Comm S 42-47-47 W ------------------------------------------------------------ PI 8+50 10176371.3435 3562692.4079 -----------------Tangent Data -------------------------- - --- 4+69.07 10176489.4297 3502801.7429 6+50 10176371.3435 3562692.4079 Length: 160.93 Course: S 42-47-47 W STRUCTURAL BACKFILL 47 LF PROFILE SCALE " = 40' HORIZ. 1 " = 4' VERT. 0 W N W W 328 328 >to zo > mI o N r- Z W 24 + ° N 324 + DESIGN LL- A GRADE 320 1--- L 320 4' MIN. BURY -0.10% 316 316 M -2.9; 01 to L o t d+. to 312 a d „ 312 00, a o 1 Sri � + e .3 z 1.5 308 r 308 3 00 toto t` n W n W to t0 (�� 00 04 n N W C) w I- W to t0 (0 to ►7 N N Q t+)Z MW to 7 M M MZ MW 11 II J q N A Il m 11 > II m 110 304 �X �a rimed �� �� i 0 304 i0 O�QQ Ox to 04 ��Q �X to ~ CS OD + c6 + C7 +J e0 +J N +(~j r)W + �-� +J+ d�9) + � to �� �� �a aZ z O Z ax �n ao t~n ao �Z �Z 300 too - 300 PIPE 00 r rn rn FLOWLINE c6 (6 ca Ui 17 N ELEVATION M M M M M M M 4+00 5+00 6+00 7+00 6+50 I 6+50.61 STA. EQN. 11 8 WATERLINE W-3 Alignment: WATERLINE W-3 PART 2 Dee. Station Spiral/Curve Data Northing Easting ---------------------------------------------------------- PI 6+50.61 10176371.3435 3562892.4079 Length: 2.25 Course: S 42-47-47 W ----------- PI -------------------------------------------- 8+52.89 10176369.6735 3562690.8615 54.68 Course: S 20-17-47 W Delta: 22-30-W ------------------f---iData ------------------------------- 6+50.81 10175371.3435 3562692.4079 6+52.89 10176369.6735 3562690.8616 Length: Z25 County S 42-47-47 W PI ---------------------0-00-00 7+07.57 ------------------------------ 10176318.3892 3562871.a947 Length: 10.35 Course: S 20-17-47 W ------------to---- Tanngen! Data ------------------------------- 6+52.89 10178389.5735 3562690.8616 7+07.57 10176318.3892 . 3562571 AO47 Length: 54.68 Course: S 20-17-47 W OF . .................... . .... KENT M. LAZA ..................... 65923 '�►s1� onrAt_ E�`- THE SEAL THIS DOCUMENT A1THORRED BY KENT M. LAZA, P.E. 085923 ON JULY 6, 2009 CIVIL DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL. ENGINEERS REGISTRATION / 0243. Z 3 O In V <M m p m W O L;jZZ U (f) Q 0 L� Z O U FF- Z ooLLJ Z o0 Ou � U i) U) Z p 0 p O ir W V) 0 Q d* WDQNQ N a O O O Q 't t7) N 00 O �-- O O Z N C ti U) �O Co ti X 0) w ca ti ti O ti a�am� 0 HcoX O W L C • LL .ts O �W _� O U� Z 0) (D NN ti cr)04 �t M U r` t) x X ^ N m O� ix a Q 0 W C0 r- Q r... Z 0 W J U-) Q W UL co - � �- 0 + NN L.L (M Q m � ''^^ vJ O Z M se U) Q � W J CL W Uj � Z U m J W p W 2 18%R SHEET LIANCE JUL 15 2009 co OF 14 N III I I I I I II I 00 ,I U 'tt O (I� II EXISTIII I I I r•+ IN12 I I 5' RECESSED PIPE 20 I III - CURB INLET__ 24 HDPE - - - - - - - - - -S 9-S -S -g - - - - 0 Existing I I Cloud Lane Cloud Lane, II I) BOX 30N w-s -s w-e w-a - - - - -w- - - -w- REMOVE to r- ROCK RIPRAP ( I cn � I I I O `° I N I . b PIPE 21 I O 24" HDPE r--i CD i 40 20 0 40 I N SCALE IN F 7ET Alignment: pipe 20 Deec: pipe 20 Dew. Station --------------------------------------------------------- Spiral/Curve Data Northing Easting --------------------------------------------------------- PI 300+00 10175891.0588 3553619.7438 Length: 5.00 Course: S 42-45-16 W --------------------------------------------------------- P1 300+05 10175587.4174 3563516.3495 Length: 126.25 Course: S 42-45-16 W Delta: --------------------------------------------------------- 0-00-00 Tangent Data 300+00 10175891.0888 3553619.7438 300+05 10175587.4174 3583618.3495 Length: 5.00 Course: S 42-45-16 W --------------------------------------------------------- PI 301 +31.25 10175794.7163 3563530.8442 . Len 4.50 Course: S 42-26-23 W Delta: 0-18-53 --------------------------------------------------------- Tangent Data 300+05 10175887.4174 3553615.3495 301+31.25 10175794.7183 3563530.6442 Length.--------126.25 Course: S 42-45-16 W -------- - PI 301+35.75 ------------------------------ 10175791.3953----3553527.6075 ------------------------- --------- Tangent Data ------ 301 +31.25 10175794.7163 3563530.6442 301 +35.75 10175791.3953 3563527.6075 Length: 4.50 Course: S 42-26-23 W PROFILE SCALE 1" = 40' HORZ. 1 " = 4' VERT. 316 316 JUNCTION BOX 3 EXISTING INLET 12 P=308.81 TOP=307.29 312 312 EXISTING DESIGN GRADE GROUND 308 308 304 304 300 300 24" HDPE 126.3 LF rn 0 0.80% No M II O 296 on-: O 0 296 pJJ ZU-Z OZ N- �NO z w lJi o_ wa aw o_ °axLO M + 10+ N OOOU ZMw p M N z w U CL FLOWUNE ELEVATION o 0 r7 M 300+00 301 +00 PIPE 20 Et 00 tJ7 131019 JUNCTION BOX 3 I Sty 9V PIPE 20 24" HDPE EXISTING INLET 12 I L5' RECESSED F-\ CURB INLET I II C? I OIIx3OZS I I I G a 61 81 LI 9I Si - coi I NOTES: CD I 1. EXISTING GROUND PROFILE & TOPOGRAPHY SHOWN I I ( INLET 20 I ARE BASED ON FIELD SURVEY DATA. 1 ( 110' RECESSED 1 2. WHERE NOTED, STORM SEWER PIPE MATERIAL SHALL CURB INLET L- BE RCP, PROFILE GASKET IN ACCORDANCE WITH ASTM °p ----- ------ ----- ----- I - - - - - - C443, ASTM C-76 CLASS III. - 3-S 9-S 9- 9-S 9-S 9-S 9-S WHERE NOTED, STORM SEWER PIPE MATERIAL SHALL BE HDPE, AASHTO M294, TYPE S WITH WATERTIGHT PIP& 22 JOINTS. 18" HDPE 3. REFER TO STORMS R DETAILS EWE SHEET FOR EMBEDMENT do BACKFILL DETAILS AND INLET do 07 I 3 Pidmont Lane HEADWALL DETAILS. - - - - - - - - - - - - - - - - - - - - - - - PIPE 21 INLET 19 24" HDPE I I 10' RECESSED 00 I CURB INLET OZ I Z £Z Vz ao i I I I I REMOVE I ROCK RIPRAP 1 I I L IX001g - - - I 47SCALE 0 40 T Ei STRUTURAL BACKFILL 54 LF Alignment- pipe 21 Deec: pipe 21 Deec. Station -------------------------------------------------------- Spud/Curve Data Northing Easting - ------------------------------------------------------- P1 305+00 10175791.5375 3563530.7864 Length: 4.50 Course: N 47-33-37 W --------------------------------------------------------- PI 305+04.50 10175794.5741 3563527.4854 245.00 Course: N 48-56-07 W Delta: 0-37-30 --------------------------------------------------------- Tangent Data 305+00 10175791.5375 3563530.7864 305+04.50 10175794.5741 3563527.4654 Length: 4.50 Course: N 47-33-37 W --------------------------------------------------------- PI 307+50.10 10175982.2735 3563348.0368 Length: 10.00 Course: N 46-50-31 W Delta: 0-05-36 --------------------------------------------------------- Tangent Data 305+04.50 10175794.5741 3563527.4654 307+50.10 10175962.2735 3563348.0368 Length: 245.60 Course: N 46-56-07 W --------------------------------------------------------- PI 307+80.09 10175969.1111--- 3563340.7448 ----------------- -------- Tangent Data ----- 307+5010 10175962.2735 3563348.0368 307+60:09 10175989.1111 3563340.7448 Length: 10.00 Course: N 48-50-31 W PROFILE SCALE 1" = 40' HORZ. 1" = 4' VERT. 316 316 JUNCTION BO 3 INLET 19 TOP= 308.81 DESIGN 10' RECESSED GRADE CURB INLET F TOP=310.65 312 312 E GROUND 0"NO l i 308 / 308 304 OWN 304 IPE 21 4" HDPE 300 45.6 LF 300 o e M M 0 8" WATERLINE II 296 z W-4to _ 296 w M N 04 Z a a a as 005U O O r0 N AJ d v~i da a FLOWLINE In Lq ELEVATION 0 0 0 0 0 I'7 M M r7 M 305+00 306+00 307+00 PIPE 21 STREET CROSS- SECTION VARIES _ 12" MIN. HDPE PIPE- 6" MIN. -J--E Alignment: pips 22 Dow: pipe 22 O I N I 3 r .. 4 I `° I C*IPE 21 24" HDPE I CAI I - -fjQ w I ( CD � O a' N d co � I cM N INLET 19 I: 10' RECESSED CURB INLET i 31 0 3 P j'E N 18 HD I I � kn N 1 I - - I 3 Demo. Station --------------------------------------------------------- Spiral/Curve Data Northing EmUng --------------------------------------------------------- PI 310+00 10175967.3336 3563345.9298 Length: 4.00 Course: S 43-09-29 W --------------------------------------------------------- PI 310+04 10175964.4157 3563343.1938 Length: 30.24 Course. S 42-47-47 W Delta: --------------------------------------------------------- 0-21-43 Tangent Data 310+00 10175967.3338 3583345.9298 310+04 10175964.4157 3563343.1938 Length: 4.00 Course: S 43-09-29 W ---------- ----------------------------------- PI 310+34.24 10175942.2299 3563322.6521 Length: 3.00 Course: S 42-26-04 W Delta: --------------------------------------------------------- 0-21-43 Tangent Data 310+04 10175964.4157 3563343.1938 310+34.24 10175942.2M 3563322.6521 Length:--------- 30.24 Course. S 42-47-47 W ---------- --- Pl 310+37.24 ----------------- - ---------------------------- 10175940.0158 3553320.6279 -------- Tangent Data ------------ 310+34.24 10175942.2299 3563322.6521 310+37.24 10175940.0158 3563320.6279 Length: 3.00 Course: S 42-26-04 W 2" HMAC 6" LIMESTONE BASE 6" LIME STABILIZED • '' SUBGRADE LIME STABILIZED SUBGRADE 01 SELECT MATERIAL CEMENT STABILIZED SAND � 12" MIN. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND BACKFILL FOR HDPE STORM SEWER PIPE STRUCTURAL AREAS PROPOSED GRADE ( SELECT MATERIAL 12" MIN ,..• :,:_x =; 02 CEMENT STABILIZED SAND HDPE PIPE 6" MIN. ` PIP O.D. THE TRENCH BOTTOM SHALL 8" MIN. BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND BACKFILL FOR HDPE STORM SEWER PIPE NON-STRUCTURAL AREAS STRUTURAL BACKFILL 34 LF cD i ch `p I INLET 20 10' RECESSED CURB INLET - 10 7 2f kn I I '.0 - 0 40 CALE IN FEET PROFILE SCALE 1 " = 40' HORZ. 1 " = 4' VERT. 320 32 INLET 19 INLET 2 10' RECESSED 10' RECESSE CURB INLET CURB INL 316 TOP=310.65 TOP=310.65 7 31 EXISTING GROUND DESIGN GRADE 312 312 308 308 304 304 18" HDPE 30.3 LF 0 1.00% �? _ O a) O O 300 0 z 300 11 z LJi O G- J `` N W a a w n. a o N _ + i O 0 N M a< a d � FLOWLINE ELEVATION 310+00 PIPE 22 I V INEDFOR C Flr � NC JUL 15 2009 � L COLLEGE q-m-r►nu OF ..................... #. KENT M. LAZA 65923 q THE Sm THIS DOCUMENT AUTHORIZED BY KENT M. LAZA, P.E. %65923 ON JULY 8. 2009 CML DEVELOPMENT. LTD. TEXAS BOARD OF PROFESSIONAL DONEERS REGISTRATION 9243. Z 3 O U) V) 7) to .. O Q m m �p oo w �j Z z U V) 0 Gj Z O F- U F- Z Z Z O O � U F- M 0 it W 3 U o V) w w w Z O U O _O �wV) to Oa.Q > 't W o w W to w N�� Q 000 F- Q 't T (n N 00 O r7 I -00 I ZI L N ti uJ w `� N ti ) >•+ a) LC ti ti 03 C O - a = a. w 2 OW �~•mLXv 6 + o � ae :; O a) z O FE >'c U _W a) FD Z 1) tri ti N � cc _� 2 w O rn r- '90 0 N av .04 Q W cn a. N w W 06 Z X J ��� LL N - 1- Oa ^� N Z 11. W CO 0,6 CL � O Z Y 0) J W O �- O w � U m O CW G SHEET OF 14 301 c8 i '3p8 -S-B �- S-8 S-8 ' 6 ---� (---- - - - I 5 i 6+ 0 3 04 I C K 8 30 30 30 30 299 II y j ° opOCQ °o°pO 299 _ - �� C __ _--_ ---30 302� _ _ = ST__ -- 30 I II I 7 I I I� - � E� .ti 348 I 4 ( DETENION - - PONDT28 �I I 7' 8 I 9 I 10 I 11 TOP F BERM D 213 OUTLET ELEV. 305. 42" HDPE OU T PIPE STRUTCTURE 60' O 0.5X FL UPSTREAM = FL DOWNSTREAM 298.50/'b° = 98.20 3 i 14 i 15 I 16 i 17 I 18 I 190 i I (' TOP OF BERM LEV. = 303.5 OCK 8co aEXISTING POND 2A OUTLET (SEE SHEET ' FOR •ii��ii��ii��ii MODIFICATIONS THE WEST • • r ■BBBr.� ■At■ �►, _�9BBB��BBBB� i•w-. � /11 120' WIDE SPIT ELEV. = 304.0 7 TOP OF BERM ELEV. - 305.2 T DETENTION POND 2A --) 295 ) EXISTING I rn CONCRETE PH I WAY I 0Q 299 I I pp I I -)0 I I I II BLOCK icoi 21 I I I(1101� I _ I I I ;I I jl `i I i 1 ) U vi BLOC N j6 i I i ON ROCK RIPRAP � 1590 SF I I � 305 t I i JXR co oaov- 000 -__FL- 300.39 305 q �? - - - - - - _-_- --------------------�-- S S- S- S-8 - G 8 S 8 S- S �8 S 8 S 8 SF8 3-8- -8 S-8 8 , 1- j ii I -� -i---- - - - - - -----I- -- - --- --- ;-- - I-- --�- --- -- --------------�---- -,---------� r 12 ! 13 �' 1. ;: I i I i 1 C.K 1' I I L _�J 4 I 5 I 6 7 {. 9 10 1.1 w 1 '.� 15 1(j 17 � �_ 19 �0 �1 2i I I I I I i I I I \ i 6.0'-� 7.0' ELEV. 303.0 -- ELEV. 30: " I #4 O 12" O.C.E.W. qI TYPICAL IN ALL WALLS 6" (TYPICAL) "L" BAR I (SEE DETAIL) �g' �9 -a- #4 O 12" O.C.E.W. SECTION B-B NTS "L" BAR DETAIL #4 BARS 24" NTS BARS REQUIRED O 12" O.C. SPACING 18" REAR VIEW NTS TOP OF REAR WALL ELEV. 303.0 FOOTPRINT OF FOOTING I NOTE. - ELEV. 303.0 I ALL AREAS DISTURBED BY CONSTRUCTION SHALL HAVE A TRASH 12" I -]INSTALL TRASH RACK I I #4 SMOOTH RACK MINIMUM IT 4' OF TOPSOIL, SALVAGED FROM THE STRIPPING - ELEV. 302.0 I ON TOP OF STRUCTURE I ( BARS 9" O.C.E.W IN THE SITE. PLACED ON TOP OF THE DISTURBED AREAS INTHE STREET RIGHT-OF-WAYS, EASEMENT AREAS, THE I I I , ENTIRE AREA OF DETENTION PONDS, AND FILL AREAS. 3.5' X 1' OPENING - ELEV. 301.0 FL ELEV. 301.0 I I -7.0' I GRADING CONSTRUCTION NOTES: l' X 1' OPENING B I I B I I 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE FL ELEV. 298.5 PAVEMENT, AND WITHIN THE STREET RIGHT-OF-WAY SHALL BE - ELEV. 299.5 I I COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS 9" - - - - 7.0' I I DETERMIN BY THE TXDOT PROCTOR TEST. (13E), AT A CONTENT FROM 2X BELOW TO 2XABOVE THE MOISTUE OPTIMUM - ELEV. 298.5 I I MOISTURE CONTENT. OTHER AREAS TO RECEIVE FILL MATERIAL I I I I SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY b DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM I D-698, AT A MOISTURE CONTENT FROM 2X TO 4X ABOVE THE I OPTIMAL MOISTURE. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS FRONT VIEW I I IDENTIFIED BY THE 'PROOF-ROWNG" SHALL BE REMOVED AND NTS 6" 12" I I REPLACED. _ I i 3. ROCK RIPRAP SHALL BE 6' TO 12" PIECES PLACED TO A MINIMUM DEPTH OF 12", UNLESS OTHERWISE NOTED. 12" TOP OF SIDE AND FRONT 12" I I 4. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. POND 2 B OUTLET STRUCTURE WALLS ELEV. 302.0 L - - - - - - - - - - - - - - - - J 5. TOPOGRAPHY SHOWN WITHIN THE MEADOW CREEK SUBDIVISION IS FROM AS -BUILT SURVEY DATA OR 1' CONTOUR INTERVAL DATA PLAN VIEW APHY TRASH RACK DETAIL SHOWN SURROUNDINGFROM AL THETOPOGRAPHY MEADOW CREEK 997. SUBDI SIGN IS FROM 2 NTS NTS CONTOUR INTERVAL AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 2005. -4 w of 7.0' mi 42" HDPE PIPE `I i ILI ! .,I ATERIAL I SE THE POND 1ERM TO ! I 1 3005 I I I I IT-9 °.- T I w 0 DETENTION ROCK RIPRAP ADD FILL MA PML TO SE THE EXISTING POND 1 BERM TO ELEVATION 300.5 50 25 0 50 SCALE IN FEET LEGEND 310 EXISTING CONTOUR -287 PROPOSED CONTOURS PROPERTY LINE -4 FLOW DIRECTION ROCK RIPRAP DESIGN GRADE 0288.44 SPOT ELEVATION . .....................i. KENT M. LAZA 65923 I OWL V THE SEAL THIS DOCUMENT As AUTHORIZED eY KENT M. LAZA, P.E. 165923 ON JULY S. 2009 CIVIL DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION / 9243. z = Qom.. Q j t9 M00 p m LLI r W z z co" Q3N Ld J (U0p li z O F- U F-z zo z : U O a O 0: OLL ULLI U V) - LLI zo L):) _O WV) > o aQ LLJ p L&J 14- w ch �V)In V) � �00 Q •- N O p I I r` •- o 0 zao.- N �Lo m \ at >' y� G) WWWWQ fA cD CCCLLL777 ~ ^ m (LO X a z a) O L. C c X • p� lL in .� Q O N z O a: >'cf) U LU 0 M (1) W = o IT .- cl) x^ x v 04 m 0 (L Q W U) N = `'- 0 o- 1 N Z QQ X O w Z � ~ Q .j m .w o z YW O � W NW I.L 0 m rn V O 0 Q cW G t� WKD FOR SHEET I ,;lPLl NCE JUL 1 5 2009 C0hhW%jjA,,ffl0N OF 14 I REMOVE I I I CK 8 30 302 ''1c OF I ( „ ROCK RIPRA I � °ppO° 300 o ° ,h �ry- °ocp------_"_30' ...L.A..Z.A....t. KENT M. .......o .. 659 31 OCK BL CK 7 3>> I I 8 3 3 a, I 11 I THE SEAL NG ON THIS 1 REMOVE ti �'�, a, i I II I DocuMKENT M.� E. BY (r C VIL DEVELOPMENT, LTD. I RIPRAP' 1 1 3 1 35 1 34 I 1 1 31 1 0 29 i 1 I 1 I 24 3 2 1 I I — TBXAS BOARD OF PRo�ssIONAL �� I I I I I I I ( I I 31 21 I 100 I I ENGINEERS REGSMTM 9243. ti A I o I DETENTION maU) --- ------ --- ---- --- — — -- —_ N w a � POND 26 -w- s w 6 °� w s 6-- - °� W- ° s W s w 4)6 ° =s -s 6 ti w- W-s w w-6 I a m r 3 is 92 _._. °r° w 04 _ I 31 3H No. 2 3 P' on ne N �, J 3 ? .. La 2T B—B ASPH T, ROW S `��? M �� — — — — g a, 0i U N o mo cn 31 OC I S-s s-s - - - ,6---s _ tiSN ti -, - �� ti -6 -s s- m = a 92 � I 44 1 00 T-- N ----- - ---- - ---- - - - - --- ----- - -- --- ------ ,---- - �- -- 1 �I u� J � 43 I I I I .�' > I 1 I I 4 5 i 6 I I 8 9 I 0► 11 I 12 3 I 1 15 16 7 1 19 I� 1 _ _ Z t C 10 I z W ti ,• I I o 1 � 42 a. 0 0 0 '1000 _ z uj a w U) j `'- � 1b► 3 W W B CK 10 ; I 1E-� ! ► U) On ',9\ I I I I I I i I I I i i I a 32 31 29 27 2 25 2 3 I 4 �i� 3 �"� \ I �� I �,a I I ��� I ,�,3 ( I ��� I i 3�, I I �,,o I I I 2 j i I �, I ► 0 0 a o 0 0 1• �1� BLOCK 10 °D I ' ROCK RIPR�IP I ~ .0- N 00 1590 SF p I y.1 — — -- -- ---- — --- ---- — — — — — — — — --- ---- --- ---- --- — — — — -- -- — --- 305�,.,.., 0 0 T T �. � yam• .-,� - 1�-____--__....�__�-_____ •y1 ---____------------.. __�-_�___------_-_..._ — — — — — — — ---- ----- -- ---- — ------ -- --- 1 i I ,:P BLOC 2 I 3 ,,k 1 3 I 6 I I 8 I 9 10 11 I 12 ! 13 I I I OC 11. I �, I I i LEGEND 310 EXISTING CONTOUR —287 PROPOSED CONTOURS PROPERTY LINE -4 FLOW DIRECTION '°°°°�° 0000000 0000000 ROCK RIPRAP DESIGN GRADE 0289.44 SPOT ELEVATION `om #4 BARS 12" O.C.E.W. 4000 PSI CONCRETE WALLS, BOTTOM SLAB do TOE ELEVATION TYPICAL CONCRETE HEADWALL WITH WINGS NTS PLAN GRADING CONSTRUCTION NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT, AND WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE TXDOT PROCTOR TEST, (TE)(113E), AT A MOISTURE CONTENT FROM 2X BELOW TO 2X ABOVE THE OPTIMUM MOISTURE CONTENT. OTHER AREAS TO RECEIVE FILL MATERIAL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM D-698, AT A MOISTURE CONTENT FROM 2X TO 4X ABOVE THE OPTIMAL MOISTURE. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF-ROWNG' SHALL BE REMOVED AND REPLACED. 3. ROCK RIPRAP SHALL BE 6" TO 12" PIECES PLACED TO A MINIMUM DEPTH OF 12". UNLESS OTHERWISE NOTED. 4. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 5. TOPOGRAPHY SHOWN WITHIN THE MEADOW CREEK SUBDIVISION IS FROM AS -BUILT SURVEY DATA OR 1' CONTOUR INTERVAL DATA FROM AERIAL TOPOGRAPHY PREPARED IN 1997. THE TOPOGRAPHY SHOWN SURROUNDING THE MEADOW CREEK SUBDIVISION IS FROM 2' CONTOUR INTERVAL AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 2005. HDPE - SEE - FOR SIZE 12' POND 2B CONCRETE HEADWALL. NOTE: ALL AREAS DISTURBED BY CONSTRUCTION SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. SALVAGED FROM THE STRIPPING OF THE SITE, PLACED ON TOP OF THE DISTURBED AREAS INCLUDING STREET RIGHT-OF-WAYS, EASEMENT AREAS, THE ENTIRE AREA OF DETENTION PONDS, AND FILL AREAS. EXISTING 36" OUTLET PIPES FOR POND 2A CAP ENDS OF 36" PIPE WITH CONCRETE WALL eie DISSIPATOR BLOCK LOCATION FOR HEADWALLS #3 "U" BARS 2 PER BLOCK ELEVATION 8" 12" lti �,�k I 8" ELEV. 299.55 I CONCRETE WALL T & #4 BARS12" O.C.E.W.3 ELEV. 296.05 301 ° 00 30o Z O O o° ° 304 (V ° ° ° FL- 300.39305 -it 4� — -- — — — — _-------- —L-+ I­� _ _fnti — -- —— — — — — — — — — --- — W I' BLOCK 12 ! B W12 o L9 co E i i i f a I I wp1 I I I 1 \l O p L C p1 u_ I 1 1 2 I 3 i 4 I 5 ( 6 , .� ().0 a� co p z .v CO gj (U am W=o 303 _j M V x v N m � O � � a 6' L T POND 2A OUTLET PIPE MODIFICATION 1r NITS �I -4.5'� — ELEV. 299.55 36" HDPE PIPE \— CONCRETE WALL — ELEV. 296.05 CONCRETE FOOTING AND #4 BARS ® 12" O.C.E.W. FOOTPRINT OF FOOTING 72 -1- CONCRETE WALL 1' 1' 1' T T T I I I I I I 320.1 319.2 J, I I I I I I FLOW DIRECTION I I I I I FOOTPRINT OF HOUSE T T 318.2 L I ,� 317.4 L I TYPICAL LOT EL0W D I R ECTt,QN___ N.T.S.(-„ FOR ULINC JUG 15 2009 C0 h Ej:p4j ON Q W � Q 04 = 0 z 0 W _J p z .w 0 zY VJ p W W 0 Um V 0 0 Q W 2 SHEET OF 14 Alignment Sagewood Drive Dose. Desc. Station -- Spiral/Curve Data Northing Eastinq ----------------------------------------------------------- PI 5+20.79 10176291.6463 3562637.0232 Length: 69.87 Course: N 04-17-01 E ----------- PI � --------------------------------------------- 5+90.56 10176361.3192 3562542.2419 Length: N 42-47-47 E Delta: 38-30-48 ---------- - ------------------------------------------- Circular Curve Data PC 5+20.79 10176291.6463 3562637.0232 CC 10176276.7077 3562836.4645 PT 6+55.22 10178412.5866 3562889.7099 Delta: 38-30-46 Type: RK*1T Radius: 200.00 DOC: 28-38-52 Length: 134.43 Tangent: 69X7 Mid -Ord: 11.19 External: 11.85 Chord: 131.92 Course: N 23-32-24 E 11 -85 PI ------------ 9+05.22 -- 10176596.0299 ---------- 3562859.5585 - -------------------------------- Tangent Data 6+55.22 10176412.5866 3562689.7099 9+05.22 10176596.0299 3562859.5585 Length: 250.00 Course: N 42-47-47 E BLACK BACKGROUND <*I RED REFLECTORS 5' 1PPROx) 10 BwG 2-3/8" GALVANIZED STEEL POST TRIANGULAR SUP BASE END OF STREET SIGN DETAIL (MUTCD OM4-2) NTS 40 20 0 40 SCALE IN FEET Existing 5+ • 79 Sagewood Drive Ud- I I 0 M m cn I PROPOSED 4' SIDEWALK I I U c O I I 10 00 M I I ADA RAMP RAMP S- I Q1 ADA RAMP -------ADA w-8 w-8 w- _ w f Y. r .... ,.. ...,_ .:,..., ♦ - .. : _ _. .'- x .. •'it (fir .. t 4 _ _ _ 6+00 7+00 Sagewood Qjive8+03 I - 4- - - 27' B-B ASPH PVMT, 50' ROW SEE FIGURE 1 9-S 9-S 9-S 9 9-S 9-S - - - - - LAYDOWN CURB - - - Tr - - - - - I STA. 6+70.79 SAGEWOOD DRIVE = STA. 0+00 PIDMONT LANE I I I 0 C� 9 -S 4j \ o U� FIGURE 1 o M I � I I U I I � I M I I MEADOW kE I I PHAS 4B � I I � / � I / } A Q CL Cd CL� N�Q a CD Im R25' i A 1 STA. 8+34.59 SAGEWOOD DRIVE _ STA. 2+03.37 LEAWOOD DRIVE NOTES* 1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 2. REFER TO STREET DETAILS SHEET FOR TYPICAL STREET CONSTRUCTION AND PAVEMENT DETAILS AND SPECIFICATIONS. 3. REFER TO GRADING PLAN FOR DESIGN GRADE AT THE STREET RIGHT-OF-WAY 4. ADA RAMPS SHALL BE CONSTRUCTED PER THE AMBULATORY RAMP DETAILS ON THE STANDARD SIDEWALK DETAILS SHEET (FIGURE SW). ALL RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE. PROFILE SCALE 1 "=40' HORZ. 1 "=4' VERT. PVI STA = 8+50 PVI ELEV = 320.20 A.D. _ -1.20 K B3.33 so 100. O' VC 328 328 EXISTING O GROUND AT + N IGHT R.O.W. °0 ►•� O O V W + 0) 324 °f M 32 in j w U 320 - -' 320 2.009' EXISTING EXISTING GROUND GROUND AT CENTERLINE AT LEFT R.O.W. 316 316 z w 312 a-z 312 WATERLINE z N8" W�i U 0 z ~ U U 308 a 308 ^wcq N Nw• O - 04 �+ +=arrn ri toII °' a. n �im� 50 c wz TOP OF 1p N o 1p o N CURB q ELEVATION M M M M r M M i r SAGEWOOD DRIVE 9+00 `TMPLIANCEo I JUL 1 521009 co 7 �OF .f.......� ..... i. KENT M.� LAZA 65923 ...... .. .. THE SEAL ING THIS? DOCUMENT AUTHORIZED BY KENT M. LAZA, P.E. j65923 ON JULY B, 2009 CML DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGMWTKIN / 9243. Z 0 (n N a Q m r mo m W O Lil Z Z 0 Q 3 Fn J 0 IZ Z O 0 H Z Z O :2 0 rJ a 00 3 U L_ w Z LJ a 0 _0 w V) O a Q LLJ WD)v) Q �DEa- 0 0 0 00 Q T I Cn (V I O � 0 0 Z Q � 04 ti to ti 0) 0 0Oti C� m wXcc a Z a a) -- (�wm~•mcccc C p - U O p1lL N .5 O O U uJ ti W = oA= CO 9 ce) L) - I- ._. U N m ~ O� a SHEET 5 OF 14 m d' -S-8 - - - S-8 - - Existin Cloud Lane e+ .31 7+00 2 Cl B-B A d Lane 9+00 91+;. H PVMT, 50' RaFuture Cloud Lane y F �y.,END_OF..J. EET - w-8 W-8 W-8 W-B-�W-8 -8 8�-W-8 W-8 SIGNS 01111111111111MI1� 16 40 20 0 40 Oo SCALE IN FEET In I' I ADA RAMP _PROPOSED 4' SIDEWALK STA: 7+77.55 OFFSET: 38.50 RI O 1 N I � LAYDOWN CURB I I N I � -----"IL ----, F------------ �, ADA RAMP PROPOSED I 1 STA: 8+56.71 4' SIDEWALKI OFFSET: 38.50 R I C) CIA I � I U i 1 00 O I 1 N to 1 I C) 40 20 0 SCALE IN FL = 321.20 15" CONCRETE SET 15" HDPE 60 LF ® 2.0% RIBBON CURB - 15" CONCRETE SET FL = 319.70 �! S-6 S-6 m .>� . ................. `LO . (- ... m A� ao I ... M. IAZA �����659........ 3 �� �, �... o BLOCK 5 I a I 2 THE SM ON THIS V I 1 DOCUMENT WAS AIRMORIZED BY G) ST 0+25.42 11 STA: 1 +65.31 cn 1 IN923 ON KENT M. 8 20099 >1 O ET: 44.00 L OFFSET: 44.00 L ( C) '�. CIVIL DEVELOPMENT, Lam• I END RIBBON CURB TEXAS C ADA RAMP I I ENGM4EERSARDGIS�fR/l. PROFESSIONAL BEGIN STANDARD CURB 0 CD ' I TION 92 STA. 0+27.39 LT ADA RAMP ' 0 STA. 0+27_72 RT _ _ 11 Z STANDARD CURB 30 GPROMS +------ - - - - - - - V a 4 T i w SIDEWA LK (P m o k- - - - - - - - - • P oodDive �\ m W N , ST�1. 2+03.37 LEAWOOD DRIVE N A 0 1 +00 Lead ST 8+34.59 SAGEWOOD LANE J 3 U _ g- T� 00� 'p \ Q Q w 38 g ASPH pVM PROPOSED ( tV Q 0 LJ 4' SIDEWALK 0 -1 -e b�A b (� 1 STA: 0+25.42 DI OFFSET: 44.00 R o i 1s 15" CULVERT Alignmerk Leawood - Drive Desc: Leawood - Drive 10 W- \ W-$ 3 STA: 1 +71.92 -OFF-SET- 44.00 R _ � Z - mF, OWC EN OFF,A 413 \ NOTES: BLACK One. Station Spiral/Curve Data Northing Easting 1. EXISTING GROUND PROFILE SHOWN IS BACKGROUND ---------------------------------------------------------- BASED ON FIELD SURVEY DATA. Alignment: Cloud Lane • ----------------------139.27 ----------- ne Dosc: Cloud La2. PI 0+00 10176480.8720 3562492.6342 REFER TO STREET DETAILS SHEET Deec Station Spiral/Curve Data Northing Easting Length: Course--- S 47-17-45 E FOR TYPICAL STREET CONSTRUCTION AND PAVEMENT ---------------------------------------------------------- DETAILS AND SPECIFICATIONS. ------------------------- � PI 1+39.27 10176386.4154 3562594.9810 PI 6+74.31 10175896.9883 3563602.3971 RED REFLECTORS Length: 65.24 Course: S 65-49-18 E 3. REFER TO GRADING PLAN FOR DESIGN GRADE AT Length: 441.74 Course: S 42-47-47 W Delta: 18-31-33 THE STREET RIGHT-OF-WAY 5' ----------------- ------------------------------- ----------------------------------------------------------- (APPROX) Tangent Data 4. ADA RAMPS SHALL BE CONSTRUCTED PER THE PI 9+66.05 ----------------------------------------------------------- 10175682.9155 3563404.1888 10 on 0+00 10176480.8720 3562492.6342 2 GALVAtailD o+74.04 101764307-45 AMBULATORY RAMP DETAILS ON THE STANDARD Tangent Data POST Length.- Coupe: S 47 E SIDEWALK DETAILS SHEET FIGURE SW). ALL RAMPS ( 6+74.31 10175896.9883 3563602.3971 ----------- ----74.04 ------- -- _--45 ----------- SHALL HAVE A DETECTABLE WARNING SURFACE 9+68.05 Length: 441.74 Course: 10175682.9155 S 42-47-47 W 3563404.1888 Circular Curve Data PC 0+74.04 10176430.6598 3562547.0408 SLIP BASE CC 10176724.6059 3562818.3260 PT 2+03.37 10176359.6958 3502654.4949 Delta: 18-31-33 Tyyppss: LEFT Radius:400.00 DOC: 14-19-26 Length: 129.33 Targernt 85.24 END OF STREET r� Mid -Ord: 5.22 External: 5.28 SIGN DETAIL Chord: 128.77 Course: S 56-33-32 E (MUTCD OM4-2) Es: 5•28 NTS ---------------------------------------------------- ------ PI 2+03.37 10176359.6958 3562654.4949 PROFILE SCALE 1 "=40' HORZ. HIGH POINT ELEV = 308.82 1 "=4' VERT. HIGH POINT STA = 8+99.12 LOW F OINT ELEV = 307.2 5 LOW PDINT STA = 6+69.3 PVI STA = 9+10 PVI E EV = 309.07 PVI ELEV = 307.14 A.D._ -2.04 A.D. = 1.60 K = 48.90 K = 37.50 00.00' VC 316 60.00' VC 316 too 0 "? CO "? EXISTING ROUND + OD o M + °f CODo ►� AT RIGHT R.O.W. E w cn 312 M + M 312 W W DESIGN G RADE -1.2490 308 0.80� - - - 308 304 304 EXISTING GROUND EXISTING GROU D AT LEFT R.O.W. AT CENTERLINE STORM PIPE 21 24" RCP o 300 300 N O M w f1- 6" SEWER LINE z tl w t/1 S-13 v �a0 Uj M _ n kn IqN to Ui'� Cq in �1 in M P,x W 00 ND DO " `+°�z + CON to + COn M + moll L- ~ F- a TOP OF n °' to 00 � CURB ELEVATION PO M M M po CLOUD LANE 9+00 PROFILE SCALE 1 "=40' HORZ. 1 "=4' VERT. HIGH POINT ELEV = 323.313 HIGH POINT STA = 0+50.9 PVI STA = 0+66.49 PVI ELEV = 323.47 k.D. _ -3.70 K = 13.50 50.00' VC 0) > Q + 04 C14 328 ° m o "' °i `" 328 _ W n lit U 0 m U W DESIGN a GRADE 24 $ 324 0.70% 0.70% 2.5 `3 0. ° -0.84% 20 _ - -2. 320 CUL RT NO. 1 15" HDPE EXISTING HXISTING E]XISTING GROUND GROUND ROUND EXISTING WATERLINE AT RIGHT AT LEFT T CENTERLINE 16 EXISTING GAS LINE R.O.W. R.O.W. 316 (EXACT DEPTH AND LOCATION OF UTILITIES JNKNOWN. CONTRAC OR TO VERIFY DEPTH AND LOCATION PRIOR TO CO STRUCTION) w O� � 12 C4 Cq - 0) N M 312 It N C'cV n 110 TOP OF O NUV tr MM to N +00 CURB ++oi- �� " ELEVATION N = II U L x W - (LEFT) '`� w � -' TOP OF � TOP OF ro t CURB CURB ELEVA110N M ELEVATION M , (RIGHT) 0+00 1 +00 LEAWOOD DRIVE 2+00 LIANk; H zz N O 20 0 CL 00 OO V) of3 In 0 zo� � o Of Of �_ 0 0- > Li W N in a U.j�rn010 Q N O t7 I •- I o O z Q O N ti LO W ti X�' O CO W. 03ti j O ti a. a a �'nm~•�txv LL otl O 0) +U+ z O rx T� L)v z wti z coo a_�i W = o `- CV) V r` x^ x U 00) ~ N m O� a ti M Q C:) p W � N Q 0 F- 0z J��pw �M 0- F- Otia>� �+F-pz cfl W m :5 Y 0 aZ�w� go0m o ao � w U SHEET OF 14 _ I 1/-PROPOSED BLOCK 7 BLOCK 7 PROPOSED I II 4 SIDEWALK 37 I , I I ( 33 I 32 I I I I I � I I I I I 14' SIDEWALK �I I I I) I I I I i I I I I I I I I I I I ICD 38 36 35 34 31 30 28 27 26 25 24 23 22 STA M I I II STA. 8+1 CLOUD LANE 21 20 I I N I I I I I i I KO 20 0 40 I I I I I I I I I I I ADA RAMP I I I I I SCALE IN I FEET I I I I I I I I I STA 9+81.50 I STA: 0+38.39 OFFSET: 38.50 L PROPOSED 4' SIDEWALK — — — — — — — — — _ — _PROPOS 4' SIDEWALK O 38.50 L J ( I W-6 W-6 W-6 W 6 W-6 W-6 W-6 W-6 W-6 W-6 W-6 W-6 W— W-6 W-6 —6 W-6 6 W-6 W-6 W-6 W-6 ADA RAMP II — — — o 0 00 1+00 2+00 3+00 FH No. 2 4+00 pidmont Lane 5+00 6+00 7+00 8+00 9+00 1+ 27' B-B ASPH PVMT, 50' ROW ao IADA RAP I .,.... ..... :..:. ,...... , ....,. , . ,., t.4. y : >.; W 1 i z m � 8.39 STA 9+81.50 � I OFFSET: 3f.50 R BLOCK 10 I I I I I I I I I I I I I I I OFFSET: 38.50 R II CD :� STA. O+pO PIDMONT LANE STA. 6+ 0.79 SAGEWOOD NE0P 2 I 0 d �I 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 o cI I I I I I I I I I I I I I I I I I BLOCK110 x CD I rn i 6 S-6 S-6 S- S-6 S-6 S-6 S-6 S-6 S-6 S- S-6 S-6 S-6 S-6 -6 S- S-6 S-6 S S-6 S-6 S-6 LAYDOWN CURB NOTES: Horizontal Alignment Station and Curve Report. 1. EXISTING GROUND PROFILE SHOWN IS Pidnt Lane Alignment: Pidmont Lan �' ar" BASED ON FIELD SURVEY DATA. Dose. Station Spiral/Curve Data Northing Eaating 2. REFER TO STREET DETAILS SHEET --------------------- -------------------------------------- FOR TYPICAL STREET CONSTRUCTION AND PAVEMENT ------------------------------------------------------------ DETAILS AND SPECIFICATIONS. PI 0+00 10176485.9e39 3562757.6494 Length: 1020.00 Course: S 47-12-13 E 3. REFER TO GRADING PLAN FOR DESIGN GRADE AT THE STREET RIGHT—OF—WAY ------------------------------------------------------------ PI to+2o to17---- 80 358---- 4. ADA RAMPS SHALL BE CONSTRUCTED PER THE ------------------------------------------------------------ — - AMBULATORY RAMP DETAILS ON THE STANDARD SIDEWALK DETAILS SHEET (FIGURE SW). ALL RAMPS 0+00 Tangent Data 10176485.9639 3562757.6494 SHALL HAVE A DETECTABLE WARNING SURFACE. 10+20 10175792.9515 3563508.0980 Length: 1020.00 Course: S 47-12-13 E PROFILE SCALE 1 "=40' HORZ. 1 "=4' VERT. PVI STA = 6 91.40 324 PVI ELEV = 11.57 24 A.D. = 0 50 K = 200,00 -0.917 100.00' vc 320 — ` 320 — -� o rN -_ —1.509' + ro N ,� O n 0 316 i" Q + 31 — _ N W U EXISTING GF OUND AT LEFT .O.W. _... EXIS11 G GROUND AT CENTERLINE 312 312 -1:8" WATERLINE W-3 EXISTING GROUND ----------- AT RIGHT R.O.W. DESIGN GRADE =` 308 308 304 1 2 04 IIE" RCP 8" W TERN NE 04 300 300 04 NO C,4N NO II rillV DO 000 + O M O 0 O F- H 96 296 TOP OF O CURB M ELEVATION 00 0 (LEFT) n TOP OF rn rn '- M LO CDrn C" d: rn CD oI 1- CD TOP OF 0I CURB 0 Lq C CURB O rn 00 00 n co 6 IO d � - N -- N �- - O O 0) O 6 O 00 O ELEVATION 00 0 ELEVATION ,� �- M - r- r) M •- r+) �- M r) M r) r) (RIGHT) 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 PIDMONT LANE 7+00 b+UU 1 U+UU -': W '` ED FOR JUL 15 2009 _COkhESPAAftf9N OF .... KENT M. LAZA 65923 ""' 10q THE SEAL THIS DOCUMENT WAS AUTHORIZED BY KENT M. LAZA, P.E. f85923 ON JULY e, 2009 CIVIL DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION 9243. z O N a Q�j.:O m Q O w W Z Z U �_ � Q�U) J U w N O O � z 0 U 0 H N z z 0 0 �C) aO 0_ OC U U- z Q W U O in V) 0 L`- C 4 Ld inww cy-0 Q U) c O_ O O O Q 1* CA N 010 O 0 I I O I n O z Q O N 1-Lo W O ` U 00 O ti c0 � F- CO cis a a a �� O U3 (D ca o tc� NO 0 o �ti y A--0 M m cf) U W (D Z ti ti w = o m 4 CID J cr) U I• x .-. U 049 m ~ UO� it a Q W U) Q 0 U) W w + z z 0 O L1' co.. H 0 J O a. Z c 0 z 06 0 + 00 =) � 0 2 0 � U Z —< -�eu) 0 \ J Q- I- W U m 0 Q W 2 SHEET 3 OF 14 S-8 \ S-8 S-8 J ` --------------- r \ i I :E 19 19" i _ M BAR r (�po� RICAD CK 8 7 — 2„ 2 I �I MH 0.10 I 45 I +0 I J NOTION - - 309 I � — — B,LOCk s s I 44 00 MH No I� ' N 43 +I 19 0 W—# �9 I 4 — 2I T I 70 � C, KI Zp I A? 4 40 E ROCK RAP I 191 ,I IIMI I wpm - - - - - -- - - - ,f 12 4 MH No 4 4 I 5 I 6 0 5 I �.J 29 DETENTION POND 2B oo„1,0 , T _ ? 305 —'�,•--- r------,ram,------. i z+ 1 SILT FENCE l 6 4 _SJLT FENCE CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDENLINK: (979) 846-2229 VERIZON: (800) 344-8377 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1 /2" OR MORE. T r T < &XIST G 8 I 9 �.._ 10 I 11 I 12 I\� =1-3 I 16 I 17 I 18 ;.'I 19) I I EXD W E K 1 I j SUBD VISIO I, BLOCK 811 _ i i T DETENTION POND OUTLET STRUCTURE f r i I I I 305 DETENTION POND 2A i ` S-8 l8 SL8 S S-�8 �: S�8 S I-B S8 ? f_ wrr- mEri jx i I I No SILT SE R1 UN " , _I 15 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2008 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER AND SEWER. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. INSTALL HAY BALE CHECK DAMS OR SILT FENCE BARRIERS AS SHOWN AND AS NEEDED AT CONCENTRATED FLOW LOCATIONS. 9. TOPOGRAPHY SHOWN WITHIN THE MEADOW CREEK SUBDIVISION IS FROM AS -BUILT SURVEY DATA OR 1' CONTOUR INTERVAL DATA FROM AERIAL TOPOGRAPHY PREPARED IN 1997. THE TOPOGRAPHY SHOWN SURROUNDING THE MEADOW CREEK SUBDIVISION IS FROM 2' CONTOUR INTERVAL AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 2005. 10. INLET PROTECTION TO BE INSTALLED AT ALL INLETS. i IIIIIIIIIIII � _�_ - -.___ � cn MH No.1 324 0 ! 26 ----- — — — �f I I CL 2 I I + Y L —EJ NC I abs 11 .� 1 r ! { I 29 LEGEND t ? i I I 2 I 3 I �lSILT FENCE ' t ?to0Ci•..xn _295 �5r;c�+n II 1 �r g DETENTION POND 1 j� 'r 1 _-R50 __ 25 _T__0__._ __ .__ 50_...._. SCAIiE IN FEET io EXISTING CONTOUR SILT FENCE BARRIER ----287 PROPOSED CONTOURS CONSTRUCTION EXIT PHASE 4 BOUNDARY INLET PROTECTION - — — — — — — — — — - PUBLIC UTILITY EASEMENT EXISTING PUBLIC UTILITY PROPOSED SIDEWALK EASEMENT ogaoo; ROCK RIPRAP S-8 PROPOSED SEWER LINE 000°o° W-12 PROPOSED WATERLINE � FLOW DIRECTION o�N c1 4 ADD FILL MATERIAL TO RAISE THE EXISTING POND 1 BERM TO ELEVATION 300.5 ' LIAINCE` 'J JUL 1 s 2009 CILS? If , j TATI N THE SEAL APPEARING ON ,HIS DOCUMENT WAS AUTHORIZED BY KENT M. LAZA, P.E. J IM Wn ON JULY S. 20M CML DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION / 9243. Z 3 O U) a Q m } m � w Ilj z z U c� z O U � Z Z Z O O U a o0 U L- V) W 0 z 0 U uj 0 O WV) � oaQ W CK UJNln Ld U Q L�� ui�("00 Q r- N O goo zQC)1- N . n x4 wra Cc CO m TO X p,l Z a 0) O�4~•a)ca C 0 O = ,e O cm N +0 ca 4- �U) O Fz U� W a) Z IM a; ti a cc _ vNi 4 �CID J M U � ~ U N m crj a � N Q d- LL W 0� Q N 2 � `-� CL �. Z u� �J0w Qz� QOoz J � � m V�jOV 9 Z e U) Owo W UW >ZVm 00 �0 0� 0�w W � SHEET OF 14 `j I O C) 01 `� i✓ 1 4 I t O 5 >< <. 50 25 0 ;t SCALE IN FEET 7' I � I I I I rat M 9 'I I M � BLOCK 5­__­- i I I' /L_C�OCITSTRUCTION — ` VOO ASPH PAT. 50 �.TERLINE W-9 - 15 CULVERT I � �— 6 S-6 6, S— ` S-1� S-6 S _ S-6 S— N.S— S- f—S S ` ` S-8 8 S-8 S— S-8 �4 / 7 1 T \ �,BLO(t r BL K 7 i MLA O W C` EK SL1; DIVISTOI I ° I I � I i I I `'L� I `� I I I ,���' I I 3 t ` �b2) 4 5 b 8 9 0 12 14 15 17 j f 12-TYP 16 MRRrJ DE i t I(TEM1ORARY) ! ft 2 TYoPnEo.IIIov�BARR CK 8 1PFjASE LIN 310 32c . � v 3 >4' SIDEw BL CK7OCK `3, !l — 7 37 23 0 29 1 I 2333 I 351!34 31I - ` ; t' 0� 1 ,11fV RLP E 1rV-3 �`�, I,` I I \ I I i� I I I I I -\ I i WATER E W-7Jj 21 •,6 5 ->,. � `, I ' ( :� to 4-4 f( ,pWN�O SIDEWALK — (ALn I M No. 10 y t y�2 ' t ` W �6 6 —s —s 10 W— W—�IPE 21 W W OF It 5 ...................1 . KEW M. LATA I ( 65923 .............� .. THE SEAL APP ON THIS DOCUMENT WAS ORL70 BY - KENT M. LAZA, P.E. 165923 ON JULY S. 2009 00 CML DEVELOPMENT, LTD. TEXAS BOARD OF PROFESSIONAL — E)=4EER5 REGISTRATION 9243. _._-__ _ _ Z 302 O o 1 �jzz W U J 3.. C7 24" _� Z - - �— I5 I o - w. 3H No. LC `` , ` 'y ' — $"— 27' B-B A VMTnrTiO' ROW "?� �� �� �, - -~- 3� f _ --- ( (n ' Z �, 1 - -- ---- .3,0 rk I LOC i Z W O _3 v s--=r s-s s s 6 44 I t a o 0 --�---- ,. �, / I LEA © — — T V) B O K ,, ,`. � Q 3l 1 .r, ,�,� 0� �,O � z w o U) 12 MH No. 1 �� -- _ ER L N \ t I �I i A MH No.�9 O cn Of Lu 43 -.� m ' I f` a 4 -'' S I 6 I -'' I ;f 8 9 I 0 -'" i 11 - I 12 --r 3 I 1 - I"V15 I 16 I 7 I 1 Q� I 19 / I I /� /` i Ld o W W OCK 10� ,�' ' � I o TERL)NE W I acn 42 ' L-- — — -- —� — — — f — — — — — ---- — — ----- — -- — -- -- ---�- --j �. I� 1 °°O o 0 _ __ —_ — _—__ __ _ _ __ I Ik 33t012 I I et• O 00 _ Q •- N O kloo�f B CK 10 � , j�f %`r---�--" ; ` %I I .�- F TURE � z 32 I 31DOW ,1--.--3 29 27 2 �5 12 ;/13 P E 4 4(, 3 721 �X I N P JA! I --� \lei BLOC 10 ft r" I J^ I f ROC ��RAP ' l 00 M Y W >.I I—f` 330p5 Q C y on 30 300 a c� • �1 L r' M t 11 I I -- I L� I ------ I l i I� l I�� I I C I � — � l� L� ------ I I I -- I s I I I ---- 1 I 1 - T -- I M I� I� I 1 I 1 1 -- I 1 1 1 -- � ` BLOC SILT FENCE 3,2 _ 3 i' `� 1 �;I 6 1 8 I 9 �1� '�� I I i SILF FENCE I--- ----� — — — — ----�I — — — — -- ----- ---- --��— `� CONSTRUCTION NOTES: 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. AFTER CONSTRUCTION IS COMPLETE. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2008 CITY OF (800) 344-8377 BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER SUDDENLINK: (979) 846-2229 AND SEWER. VERIZON: (800) 344-8377 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS SUBPART P FOR TRENCH SAFETY REQUIREMENTS. NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE g, INSTALL HAY BALE CHECK DAMS OR SILT FENCE BARRIERS AS SHOWN AND AS PROJECT SITE. NEEDED AT CONCENTRATED FLOW LOCATIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 9• TOPOGRAPHY SHOWN WITHIN THE MEADOW CREEK SUBDIVISION IS FROM 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. AS —BUILT SURVEY DATA OR 1' CONTOUR INTERVAL DATA FROM AERIAL TOPOGRAPHY PREPARED IN 1997. THE TOPOGRAPHY SHOWN SURROUNDING THE MEADOW CREEK SUBDIVISION IS FROM 2' CONTOUR INTERVAL AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 2005. 10. INLET PROTECTION TO BE INSTALLED AT ALL INLETS. 10 11 I J 12 13 1/ I i 14 i SILT FENCE - I f BLOCK 12 4 I MH No. f+ 2 � 3 I 4 � 5( � b I LEGEND o,-__ _ EXISTING CONTOUR SILT FENCE BARRIER 287 PROPOSED CONTOURS CONSTRUCTION EXIT PHASE 4 BOUNDARY INLET PROTECTION - - - - - - - - - - - PUBLIC UTILITY EASEMENT"° - -- - - -- - - - - - -- EXISTING PUBLIC UTILITY " '' PROPOSED 4' SIDEWALK EASEMENT ROCK RIPRAP s s EXISTING SEWER LINE W-12 EXISTING WATERLINE -� FLOW DIRECTION 1 Q - -_ 303 O V O ♦ LT LL 0 0 304— O o 305 ------ —------- __ , __ _ -�-- -- z (A V --------- Z cmN r_—S---- S O !.12..�� l I ui Z = O (�C ( 'K. 1 2 m 0) EWER LINES a 1 I i I r` SILT TENCE wlEVVED FOR . ONIPLI NCE,4 JUL 15 2009 j C0Wkrip , IAT10N oowlft� 04 a LL W 0 cn a r r 06 Q_ ` I z U) a J Q w J .j 0 m Z D z 0 w 0 wow >ZUm O0 U)0 O� �w w2 SHEET OF 14 ;o S- 6 S-6 S- y S-$ S �6` S' ` S-6 S- S- S- -S I TIT �► � `- 4 i I �� x�� r ,� r MLA OW C ` EK ' Sb,, DIVIST 'N I /r '�� I I 1 ;� ► 2j/ I I I ,f 5 I it 6 { I 8 ''I 9 1 /1A 0 1 11 } 12 5 I I 2-TYP BAR r I(TEM ti / IPFJASE LINA 4' SIDEW POCK U :' ,... I r t " I N 37 32�; 7 1 I I I �� �; S~ _ S-8 3 8 \ S-8 S- S-8 n`�` SNN -8 S-8 E,16�i —7 IS I 14 I t, 15 1 16 1 17 1 ,>; - I 1 f I ► I i- _ I 2} TYPE III BARR ; f _ _342 �I I PORARY) j CK 8 4' BL CK 7( 07 I % 1I. r' I 38 'I �'I 3 I 35 1 34 I I I 31 I 0 29 ,r'I I I �' I I 24 3 n cd{ - ----- -; ' ►' BLOCK__--t- --'' . a ,ot� f: cu u) �CoISTRUCTION �_ _ k VOO.n�' ASPH P T. 50 RO _ �.TERLINE W, 1l RLI E 1h1-3 do �`�TER E W-7j �,6 ,y 21 \ I I. 10 4 4' SIDEWALK W M No. 10 AwN_.O � ............. KENT M. LAZA 65923 ONAL -7 THE SEAL ON THIS DOCUMENT WAS BY KENT M. LAM P.E. ------ - 3Q� 165923 ON JULY S. 2009 _---•-- CML DEVELOPMENT. LTD. ----` TEXAS BOARD OF PROFESSK)NM. ENGINEERS REGISTRATION % 9243. 0— z °2- O N a mo m LLj Q L;jZZ U N�0 L� �WV6—W '6 6 -6 -6 -10, W-IPE 21 W-6 " +_-- -' 24" Z _ - - r' 4-5 0 3�8 f. 31I� No. 2 3 _ _ PIL 1. e ,� �i� / 8M — — TIAN - - `1 ;�— —�- — — r 27' B-B VMTit(,50� ROW 3, i` ASS Pj a �° — — -- j (n N 01�r'/ _ r r� \ � � o � o 5-6 -� s-s _ --- --� �--s=s= -- — , -- -S _ .. -- --- s - - - --s _ gas . -� _=6 -6 �% , ' S- s 6 I 44 I a `� —-----3— —-------- — �— -- — --- ----- — -- -- ------ ---- —-----=-�_.v — —I LEA --- �� --- �I I 1+ L3 B K r,, `l �` f �� ��� .�, �i, 0 `�'o I N I I 9 MH No.�9 % z o U 12 MH No yl- - - ER L N I o w V) �i In I 43 ' cn Qf W — `I- o a Q ►�- I 4 5 6 � 15 16 I i _ l Lu8 9 I 011 12 7 119 o WUJ _ cn id m — �` TERLI�VE W-4 I o '� 42 j !� 00 (" 0) — ---- --- -- ---- ---- — -- --- — ---- — — ----- — -- — -- -- ---- --� I� 000 �---- -- -- --- — �` r I 302 N O 01 — -- — — --- — -- -- — ---- rf---- --- ------/-- ---- ------------ —-== ---- ----- ---- ---_ 0 I I I i` / B CK 10 , I FUTURE 32 I 31 1 - 3 �' 29 I /1 27 1 2 25 12 I / 3 � ; M DOW E I � N 21 {{,o I /" 4 �i' to 40 � 3 � 7 a� ��� I I I t ti U) _ / I i' I- �) p rn ti BLOC 10 / Wcc o % r 15" CULVERT ,{ a IN, I'* , _1_-_ 50 25 0 1 f SCALE IN FEET ; i �* r� -- ,� ------ -- ------ -- ---- Lff— -- -- -- i � BLOCK,-- __ SILT FENCE 3�2 6 I 8 I 9 I 3 y,b, Nlb SIL FENCE , CONSTRUCTION NOTES: 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. AFTER CONSTRUCTION IS COMPLETE. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2008 CITY OF (800) 344-8377 BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER SUDDENLINK: (979) 846-2229 AND SEWER. VERIZON: (800) 344-8377 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS SUBPART P FOR TRENCH SAFETY REQUIREMENTS. NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE 8. INSTALL HAY BALE CHECK DAMS OR SILT FENCE BARRIERS AS SHOWN AND AS PROJECT SITE. NEEDED AT CONCENTRATED FLOW LOCATIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 9• TOPOGRAPHY SHOWN WITHIN THE MEADOW CREEK SUBDIVISION IS FROM 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. AS -BUILT SURVEY DATA OR 1' CONTOUR INTERVAL DATA FROM AERIAL TOPOGRAPHY PREPARED IN 1997. THE TOPOGRAPHY SHOWN SURROUNDING THE MEADOW CREEK SUBDIVISION IS FROM 2' CONTOUR INTERVAL AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 2005. 10. INLET PROTECTION TO BE INSTALLED AT ALL INLETS. / I 10 I 11 12 I 13 I % 14 SILT FENCE - 1 �I III I� I I-r/ 1�I �I� � MI� r-7— I f' f BLOC 12 4 I� I M H No. t I l l i 2 i 3 I 4 I 5 1 6 1 LEGEND EXISTING CONTOUR SILT FENCE BARRIER 287 PROPOSED CONTOURS CONSTRUCTION EXIT PHASE 4 BOUNDARY � INLET PROTECTION - — — — — — — — — — - PUBLIC UTILITY EASEMENT - -- -- — -- -- — - - -' - - EXISTING PUBLIC UTILITY ' sF. ` PROPOSED 4' SIDEWALK EASEMENT ROCK RIPRAP s s EXISTING SEWER LINE W-12 EXISTING WATERLINE -4 FLOW DIRECTION o o 302 m (O O +' r 30 x O ° O fA 03 LLJ V O ♦ &D LL' 2 ° c>s o °p° _—_ _-- -- __ — R 1) U 305 _ Z � � os - T S, S----- S- U n3 N 0) ' �1 I w 2 p �_ �-� co U x B K.I12 { N m CD EWER I l 1 a LINES , �, I ►� ' 10 f SILT >. ? iEWED FOR 4►1PLI NCE,4 JUL 15 2009 1 C0� AL FA g 1Ai�Os� � 04 Q d- LL W Q � Q � Z Q Z U) �J0w O�� JO o z 0 � U Z Y I) O W o W U W 0 ZU m 0 �: vJ O 00 � W W 2 SHEET OF 14 CONSTRUC AND TION FOR PLll�ANS E4 STREET, 0'-1AINAGE IM,PROO mEMENTS MEADOW CREEK SU =DIVISION, PHASE 4A COLLEGE STATION, = RAZOS COUNTY, TEXAS Developer: Main Street Homes - CS, Ltd. 900 Congress Ave., Suite L-100 Austin, TX, 78701 (512) 801-8832 Pre ared by: p CNM aVELOPMENT, CIVIL ENGINEERING & DESIGN -BUILD SERVICES 2033 Harvey Mitchell Parkway South College Station, Texas 77840 P.O. Box 11929, College Station, Texas 77842 (979) 764-7743 Fax: (979) 764-7759 J U LY, 2009 DESCRIPTION INDEX OF SHEETS SHEET NO. OVERALL LAYOUT & EROSION CONTROL PLAN 1 OF 2 1 OVERALL LAYOUT & EROSION CONTROL PLAN 2 OF 2 2 PLAN/PROFILE — PIDMONT LANE, STA. 0+00 TO 10+20 3 PLAN/PROFILE — CLOUD LANE, STA. 6+74.31 TO 9+66.05 4 LEAWOOD DRIVE, STA. 0+00 TO 2+03.37 PLAN/PROFILE — ARROWCREST DRIVE, STA. 0+00 TO 1 +50 5 SAGEWOOD DRIVE, STA. 5+20.79 TO 9+05.22 GRADING PLAN 1 OF 2 6 GRADING PLAN 2 OF 2 7 PLAN/PROFILE — STORM SEWER PIPES 20, 21 & 22 8 PLAN/PROFILE — WATERLINE W-3, STA. 3+76.57 TO 7+ 16.69 g PLAN/PROFILE — WATERLINE W-4, STA. 6+79.24 TO 10+83.51 10 WATERLINE W-8, STA. 0+00 TO 1 +82.50 WATERLINE W-9, STA. 0+00 TO 2+28.34 PLAN/PROFILE — WATERLINE W-7, STA. 0+00 TO 9+60 11 PLAN/PROFILE — SEWER LINE S-9, STA. 0+00 TO 7+02.79 12 SEWER LINE S-1 1, STA. 0+00 TO 4+33 PLAN/PROFILE — SEWER LINE S-10, STA. 2+06.76 TO 12+ 10.76 13 PLAN/PROFILE — SEWER LINE S-13, STA. 0+00 TO 9+70 14 STANDARD STREET DETAILS FIGURE ST PROF STANDARD SIDEWALK DETAILS FIGURE SW STORM WATER POLLUTION PREVENTION DETAILS FIGURE SWPP KENT M. LAZA STANDARD DRAINAGE DETAILS FIGURE D 65923 STANDARD WATER DETAILS 1 OF 2 FIGURE W ONAL -7 STANDARD WATER DETAILS 2 OF 2 FIGURE W THE �� STANDARD SANITARY SEWER DETAILS FIGURE S KENT M. LAZA. P.E. /65923 ON JULY 8. 2009 CML DEVELOPMENT LTD. TEXAS BOMD OF PROFESSIONAL ENGINEERS REGISTRATION / 9243. V/` 3 c�