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HomeMy WebLinkAboutSUPER 8 MOTEL SITE PLAN&Co S03003'10"E 141.8416' ALLEY s r N s 0 Lo W oc) W co ry — r CP gP G - �':-'7C 10 s ALL DRIVEWAYS AND PARKING AREAS WILL BE OF CONCRETE I STATE HIGHWAY 146 ALL SIGNAGES MUST ON PRIVATE PROPERTY AND PERMITTED SEPARATELY This is to certify that the city of Laporte, Texas has approved this site plan and development of Super-8 Motel in conformance with the ordinances of the city f o By: 000 t R3 Director, Planning Department 1,45(t('Mnr► &At)1fL ,am registered under the laws of the State of Texas to practice the profession of engineering (or surverying) and hereby certify that the above plat (site plan) is true and correct, and that all bearings, distances, angles, aseso curve radii, and central angles are accurately shown on the Plot. Sig print Sig. SAcMA►J ( A0kfL ' Texas Registortion no: lm45o WK,t, D,°y o oca Li�knt �o 0 0' .8 ° � 0 p O 000 &i O Oo^O ° O 3 MULCH o o 000 'ooe O. Z 3" SOIL SAUCER III �I I I I I=I I I- AIRCRAFT CORD, GUY- WIRES ° —III= I I I i 148 D1A., 7X7 STRAND w7 I,1 i 1 I) I — BACKFILL H SE (BLACK) 1 112 DIA. =y Z�..sRU s . FIN. GRADE 3" MULCH 6" SOIL SAUC NT. MI I 10 — _I- PLANT SCHEDULE TYP SYMBOL QTY, SCIENTIFIC NAME COMMON NAME SIZE & REMARKS 19 QUERCUS VIRGINIANA 2 CAL. STRAIGHT SINGLE TRANK (r LIVE OAK FULL SYMMETRICAL HEAD 6 PHOENIX CANARIENSIS CANARY ISLAND DATE 3 FEET HIGH a a O CYCAS REVOLUTA SAGO PALM 1 FEET HIGH co i `.j 313 NERIUM OLEANDER OLEANDER(SISSY KING) 2 FEET HIGH v282 TRACHELOSPERMUM ASIATICUM ASIAN JASMINE o (PROPOSED) (PROPOSED) Z FUtL ATENOTAPHRUM SECUNDATUM S41NT AUGUSTINE I NUTI-I'm i • • ' OO.. 11093,06 SECOND FLOOR AREA 9411,03 SQ, FT, i THIRD FLOOR AREA # OF TREES # OF PALMS B. ROOMS # OF PARKING SPACES (REQ a) OF PARKING SPACES PROVIDEI SITE SCALE: 1 "=20' LANDSCAPED AREA CALCULATION iFORMULA FOR REQUIRED LANDSCAPE AREA` DEVELOPED SITE AREA- ROOFMD OVER IMPR61V: REMAINDER X67o 85236.56 SQ. FT. 1.1.093.06 SQ. FT = 74143.5 X 67a 4448. 61 SQ. FT LANDSCAPED AREA PROVIDED 116,039.02 SQ. BACKFILL .II Ii1— r (2) 2X2X8' LG. WOLMANIZED PINE STAKES, DRIVE STAKES MIN. 3' INTO GROUND. STAKES SHALL BE PARALLEL AND VERTICAL, TOP OF STAKES SHALL BE EVEN. 6 TREE PLANT-TNG_ lg0ffi TY MAP (NOT TO SCALE) KEY MAP: =INEa1ii■■■0NI 0 cJ A TRACT OF LAND OF 1.955 ACRE OUT OF LOTS 1 THROUGH 41 PART OF LOTS 5 THRU 8, BLOCK 143, AND PART OF 11 TH. STREET AND PORTION OF "F STREET (ABANDONED) AND LOTS 25 THROUGH 32 BOTH INCLUSIVE, IN BLOCK 144, OF TOWNSITE OF LAPORTE, A SUBDIVISION IN HARRIS COUNTY, TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN VOLUME 58, PAGE 460 OF THE DEED RECORDS OF HARRIS COUNTY, TEXAS; . SAVE AND EXCEPT THAT CERTAIN 915 SQUARE FOOT TRACT DESCRIBED IN DEED TO THE CITY OF LA PORTE FILED FOR RECORD UNDER HARRIS COUNTY CLERK FILE NO. T036579. wa W. SN1 HOURN PNNY S. SURE 123 HOtXM. YX 77042. 1n 0 rn W�— N M 1* to iI II IIa I"I R\I PROPOSED DRAINAGE, DETENTION, PAVING AND UTILITY PLANS TO SERVE SUPER 8 AT HWY 146 702 STATE HWY 146 SOUTH LA PORTE, TEXAS 77571 �w =m MAY 2009 �Z a o o .. =g 3 3 n INDEX OF DRAWINGS SHEET No. COVER SHEET C1 SITE DETENTION, DRAINAGE, GRADING & PAVING PLAN C2 FLOOD PLAIN MITIGATION PLAN C3 STORM POLLUTION PREVENTION PLAN & DETAILS C4 SITE UTILITIES PLAN C5 CONSTRUCTION NOTES & DETAILS C6 a - n m e- in M O I n u W ox W W Q o `' = Z 2 = X W 0 Q�_~ 0 3 00 W 3 00 0 LLJ 0 }N} 3 V 0 {— ry L1J Q O Y (n Q I LO O CA v : to 2 �F %F pdaea PROJECT NO. 08 -146 �P�E � DRAWING NO. 08 4 100 DRAWN BY: Rs DATE: 02-02-09 c SALMAN QADIR °e DESIGNED BY: RS — DATE: 02-02-09 . 93950 a CHECKED BY: SQ DATE: 02 —09-09 Opap� <fLENs� 0 DRAWING SCALE SHEET NO. �� G Yp ZONAL EN 8r HORIZ: NA . _� VERT: NA Cl Of 6 9906, ACRE 1TRQCT BLOCK 944 v� 90o b�� 5a P� 60 9 9 SAVE AND 0, iXPEtC P 118' ALL ' ',a'x TC 15.25 \y TC 15.10 TP 14 75 POOL CONTRACTOR SHALL ENSURE NOTES: VICIN17YMAP THAT POOL DRAIN DISCHARGE TO THE (NOT TO SCALE) KEY MAP: 580-B STORM DRAINAGE SYSTEM (CONNECT 1. WHEN CONCRETE IS PLACED OVER AN EASEMENT A SAWCUT OR TO IBX18 C,B,-I), POOL CONTRACTOR EXPANSION JOINT MUST BE PLACED AT THE EASEMENT LINE AND ° B SHALL ALSO ENSURE THAT BACKWASH CROSS THE EASEMENT EVERY 10'. o AND SCUM GUTTER DISCHARGE TO THE 2. ALL PROPOSED CURBS ARE 6" TYPICAL, U.N.O. ON PLANS. SANITARY SEWER. (POOL DRAINAGE IS N.LC., TO BE CONTRACTOR SHALL CONNECT ALL 40 20 0 20 40 Feet CONTRACTOR SHALL CONTACT ENGINEER/ARCHITECT IF CURB D 6 SUPPLIED BY PO L CONTRACTOR) ) DOWNSPOUTS W/ 8" HOPE PIPE TO I DEPTH EXCEEDS 6". OD_ UNDERGROUND STM SWR (TYP). RE: F E b ARCH.PLAN FOR DOWNSPOUT SIZE AND SCALE: 1"= 20' 3. OVERHEAD AND UNDERGROUND UTILITIES MAY EXIST IN THE n ti' �i DETENTION AREA A" VICINITY OF THIS PROJECT. LOCATIONS SHOWN FOR EXISTING h� LOCATION. SITE I F Xti' PAVING AREA = 3,230 S.F: UTILITIES ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST IN � DET PROVIDED = 3,230 x 0.5' THE VICINITY OF THE PROJECT WHICH ARE NOT SHOWN ON THE PROP C816 PROP C618 = 1,615 C.F. PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ~ G FTO L 12.16450 TG 14.25 LOCATE ALL EXISTING UTILITIES IN THE VICINITY OF THE PROJECT, _ y_ W %ALLEY o FL 11.47 PRIOR TO BEGINNING CONSTRUCTION. IF ANY DISCREPANCIES H ° r rr r h 01 TC 14.80 TC 14.80 EXIST, NOTIFY ENGINEER IMMEDIATELY. _ 4 S 03 0310 E 221.84 i ti2' o os T r� x CB-2 aPKVY SETBACK v G 15.00 TW 15.00 am3 X a° AIRMONT _ _ �rIT MAX W.S.E. 14.75 - - - - a Porte ° / \ FG 15.50 FG 15.50 DUMPSTF_R 1 i� PROP CB24 6" CURB N eMetery G 15.50 C 14.60 I�lWoTO 14.00 FL 11.27 9 MAX. (TYP) a ALLOWABLE w PONDING x3a LEGAL DESCRIPTION A TRACT OF LAND OF 1.955 ACRE OUT OF 1 DTS 1 THROUGH 4, PART OF LOTS 5 F STREET- BLOCK 143, AND 'ART OF STREET AND POTION OF "F STREEE 25T" (ABANDONED) A 1D LOTS 25 THROUGH STORM INLET (TYP.) 32 BOTH INCLUSIVE, IN BLOCK 144, OF TOW SITE OF LAPORTE, A PRnp HOTEL / TP 4.15 -F NOTE REFER TO PLAN SUBDIVISION IN HARRIS COUNTY, TEXAS, ACC )RDING TO THE MAP OR \� ccDEED BEING UTILIZED FOR EAFVR DREAKUNN run MAX. PLATCH INDIVIDUAL DETENTION AREA. PONDING RECORDSE OF HARR SO OLUME COUNTY, RDED VTE AS; SAVE NO E CE TTHTHAT PROP 6" THICK U TP 14.60 hh / TC 15.25 0 / BLDG. F 16CERTAIN 915 SQUARE FOOT TRACT DESCRIBE 1 IN DEED TO THE CITY REINF.CONC. I x /� TYPICAL DETENTION PROFILE NOF O.L 03657E FILED FOR RECORD UNDER HA RIS COUNTY CLERK FILE PVMT.(rYP.) L / ,a b� �� �� ® PAVEMENT SECTION BENCHMARK u �Sp ti 1P 14 60 / / / 14.45 �/�� .. �w1 4.3 X • q2 �,a NOT TO SCALE = _ % ( ) B M HARRIS COUNIY F > ' TP 1�4.3 a \ TP 14.45 J- TC 15.10 L d / li Z _ Sit-E- > p / n m g TC 14.90 TC 14.75 TC 14.90 n w ((� Ah TP 14.40 4, 5 ITIP _ ,�. 2 / y TP`74.25_ TP 14.15 x L L 10, ,L.E. n DETENTION AR A "E" 3 PR P CO24 PAVING AREA ,= 12,760 S.F. L TO 14.00 TC 145 DET PROVIDED = 12,760 x 0.5' FL 11.56 TP 1,(7 5 = 6,380 C.F. > � �TP 14.15 a'L�' NOTE: as ti WHEN CONCRETE IS PLACED OVER AN EASEMENT A SAWCUT OR EXPANSION JOINT MUST BE PLACED AT THE EASEMENT LINE AND CROSS THE EASEMENT EVERY 10'. 11TH STREET (6W R.O.W.) h x_ _ _ MATCH EXIST PVMT. EXIST 10' SAN. SWR. EXIST. SAN. M. RIM EL 0"=9. 7 Zrt, FL(E) 10"=9.70'y °0 ti x ,a• x TP 149 TP 14.15 TC 14.75 TP 14. TC 1 25 a¢` T��L tiX ITF -L TP14.8 0� i TP14.7 xti TP 14.85 TC 14.85 E_ 4.35 \` 0-� i \ TP 14.3 TP 14.15 TP 14.25 � `\ �- b K e a3x \ a y PROP C8; 30 �a3 / TC 14.95 TO 14.00 .80 © / TP 14.45 FL 10.74 TP 14.4 TC I15.00 TrfisdsT / TP 14.3 I TC 15.00 TP 14.45 _ / / TP 14�60 c TP ,4. 5 FUTURE PAD rS _T_ TE aLo )( .,a�X O / / (1 V '�aj(� e w L O �tYE , a' ' i J /1AZc /a '�•~X WI/ MITI 25' - a PROPOSED PVMT. I �� \ 35' �{01b HDP STU ,UTC RE E-AJ-U OO � w o \� FL 11.40t > (IV. 1. ', 3YX C TI LUs �° o 3 Q. - o TP 14.25 a?� may° 'I o) J y a L' . P I OPP ti _ PROP C 24 IT 14.50 1 TP 14.35 TO-14 00 3 FL 112 , TP 14.10 TP 14.3 C ti 164'• 0'0 HDPE z TP 14.10 -w� • TP 14.25 \ -L- O�,P TP 14.50 \ L 14.35 5.72 , p .82 EXIST. SAN. M.H. w -� 20' BL�DING LINE F TTU2 tlx RIM EL- EVE' §� _ FL(N) 10"=9.86' h EXIST \ X----- FL(W) 10"=9.86' "'�- 10-_____Sq-�-S.WR - _ IV04°360 ,� a p 10' U.E. H.C.C.F, NS S469990h° x .,, - a tia x __- EXIST x '� --8" WATER LINE a EXIS XA TTLOCAiI VOL. rE1HPG190 A M.C.O.R. ° / rah yti ,a� / xx a -� / TC 15.05 TG 14.00' ' �a FL 10.51 CB-B TC 1 45'-12'0 HDPE /@ 0,32% 14.15 �• . / RCPP110.18% STM. SWR. MH RIM 15.50 MH- FL 10.28 (N&S) 121 DETENTION AREA "B" PAVING AREA = 9,764 S.F. DET PROVIDED = 9,764 x 0.5' ' PROP 6^ THICK ' REINF. CONC. NE OoO. PVMT. (TYP.) 14.25 O 0 O 4.940 • M W y 11TH STREET 2 -F • 14.55 ts- 30 4.80 � G 14.10 I GREEN REA = 1,554 S.F. DET PROVIDED = 1,554 x 0. = 1.165 C.F. DETENTION AREA "D" PAVING AREA = 5,221 S.F. DET PROVIDED = 5,221 x 0.5' = 2,610 C.F. � Op FGi.O �@0 f� TP 14.10 1aj � `� =JI PVT. ACCESS ORWY. TO MATCH EXISTING PVMT. PROP INI T�4 7S FL 10.31 PROPINLET TYP H2 TC 14.75 N •SWR_- & DEPTH - ���� R35 �O 36_CQILC�DRLVFWAY AS TXDOT TR 08-0561RD '%1`1 MH_ a�1 # R R35' rah x -`--`_ TBM=14.79' -� SQUARE CUT ON CURB STM. SWR. MH RIM 15.00 FL 10.20 (N&S) MATCH EXIST PVMT. EXIST. SAN. M.H. RIM ELEV=14.78 FL(N) 10"=10.08' FI (S) 10"=10 0.3' LOODPLAIN RM# 060( .5 ELEV= 12.76 NGVD88. TBM.=SQ.CUT TOC WEST SIDE OF 1 PY 146 = 14.79 FEET DETENTION CALCULATIONS FLOOD PLAIN DATA THIS PROPERTY IS LOCATED IN ZONE "AE" A :CORDING TO FEMA FIRM TOTAL AREA = 85,234 S.F. (1.955 AC.) (INCLUDING FUTURE PADSITE/PARKING) MAP NO. 48201CO945L DATED 06/18/2007. 100-YEAR B.F.E. >. 15.00 DETENTION REQUIRED AT 0.20 AC-FT/AC = 17,047 C.F. (0.39 AC -FT) DETENTION PROVIDED ON PAVEMENT = 16,653 C.F. (0.382 AC -FT) LEGEND LINEAR DETENTION IN INLETS & PIPES = 405 C.F. (0.009 AC -FT.) STORM SEWER (HDPE ITH SMOOTH BORE AND RUBBE 'GASKETS) TOTAL DETENTION PROVIDED = 17,058 C.F. (0.391 AC -FT.) PROPERTY LINE NET DETENTION PROVIDED - 17,058 C.F. (0.391 AC -FT) > 0.39 AC -FT HIGH POINT (H.P.) MAX DETENTION WATER SURFACE ELEV (W.S.E.) - 14.75 -0 SLOPE OF PAVEMENT ON -SITE DETENTION HAS BEEN PROVIDED FOR THE ENTIRE TRACT OEXIsr.FILLED STORM SANITARY SEV :R MANHOLE / (1.9567 ACRES) WITHIN THIS PLAN SET. PROP.- OPEN E]PRI=OPEND CATCH BA IN (C.B. I f PARK EQUIPMENT, OP. M3-99- RESTRICTOR CALCULATION AND DETAIL HOUSTON 502) OR EQUAL (RE: SCHEDULE FOR ZE) 7.34 ACCUM DRAINED ARD (ACRES) Q = CA x (2g)' x (H)' 3.87 ACCUM FLOW RATE (( S) D = (2.25 OR Q = OUTFOUTFACE DISCHACHA (CFS) = 0.5 CFS/AC (MAX) AREA DRAINED PER It ET (ACRES)RGE C = RUNOFF COEFFICIENT= 0.8 ® FLOW RATE PER INLEI (CFS) A = ORIFICE AREA (S.F) 81.3 EXISTING GRADE ELEV DONS g = GRAVITATIONAL FACTOR = 32.20 / H = HEADZ(FEET) = 3.634 FEET EXISTING GRADE CONI URS D = 0.98 / (2.25x3.63 ) = 0.32 FEET STORM SEWER _ rya°° FL XX.XX FLOW LINE ELEVATION D = 3.82 INCHES USE 6 INCHES PIPE RE: PLAN TG XX.XX PROPOSED ELEVATION )F TOP OF GRATE Of INLET • • ; :?: GROUT SOLID ®FULL TC XX.XX PROPOSED TOP OF CL B ELEVATION 0 _' . ; ,: +: •::. ; .:: . ; LENGTH OF RESTRICTOR TP XX.XX PROPOSED TOP OF PA 'EMENT ELEVATION ' TW XX.XX PROPOSED TOP OF SII :WALK ELEVATION • 6" 0 PVC RESTRICTOR PIPE G XX.XX PROPOSED FINISHED G ADE ELEVATION 5'-0" LENGTH (RE: PLAN) LOPP LIMIT OF PROPOSED P VEMENT KEYED PLAN NOTE: PROPOSED CB 12 (TYPICAL) WITH 8" HOPE STORM LINE AT 0.557 MINIMUM SLOPE CONNECTED TO UNDERGROUND STORM SEWER SYSTEM. CONTRACTOR SHALL CONNECT BUILDING DOWNSPOUTS TO Z THESE CATCH BASIN (REFER TO ARCH. PLANS FOR DOWNSPOUT SIZING AND LOCATION). a a o Z ® 0 O O r, ro �y _ X m "I-O L + 1 ME CD o1,U x Z S i- �o� as =�X L Q ~ to DO Ld EEn co 3 Z L1J F- _ I L0 a ry F- ry Cr LL, Q 0 F5 LL d 0 (� � u N v N CD "e = Z Year Curve 1 = b d+TC FL=FI wline W 75.01 Tc = 1OxA" 0.1761 + 15 HG= Hvdrualic Gradient 0 16.20 C = 0.60 la + 0.20 UP=U stream 0.832 10 = C x I x A IG=Gutter R=Too of Rim z V) TY SUM OF REACH DIAM. Sloe Manning' Design Design Fail FL. I FL. Actual FLOWS LENGTH OR RIS Co acit Velocit Elev. I Elev. Velocit oa>caoo4>epp o> AO o P�� �F rF� °toll 9�IfI0E PROJECT NO. 08. 146 CFS FT IN % "n" CFS ft s FT UP DS ft s FT FT 1 0.41 126 8 0.55 0.011 1.06 3.04 0.69 12.02 11.33 1.18 0 Z 00* * Ao DRAWING NO. 081 16200 0.65 36 8 0.55 0.011 1.06 3.04 0.20 11.33 11.13 1 1.85 0.90 97 10 0.40 0.011 1.64 1 3.01 0.39 11.13 10.74 1.65 ; SALMAN QADIR a DRAWN BY: RS DATE: 02-02-09 1.15 206 10 0.40 0.011 1.64 3.01 0.82 11.56 10.74 2.10 °0o q 93950 v°food jCENs IIO S NAL 1p�°o���' f l7 (� 9 DESIGNED BY. RS DATE: 02-02-09 3.31 149 15 0.25 0.011 3.83 3.12 0,37 10.74 10.37 2.70 CHECKED BY: SQ DATE: 02-09-09 1.47 45 12 0.32 0.011 1.64 3.01 0.56 10.51 10.37 2.69 DRAWING SCALE VERT• NA SHEET N0. C2 Of 6 5.20 46 18 0.20 0.011 5.57 3.15 0.06 10.37 10.28 2.94 5.20 42 24 0.18 0.013 9.62 3.06 0.08 10.28 70.20 1.66 .9909 ACHE TRAC71 � BLOCK 11" 4� 1i 0a � VOL §0 PC 160 il9 SAVE AND ll sKPEC T ll � x'4 oPs'ap —�_- h (�� h tip' ac Ax 0 ... tit' a°�X• ti3' • Y • . DSO h a z 11TH STREET 16WROW1 FLOOD PLAIN DATA BY GRAPHIC PLOTTING ONLY, ALL OF THIS PROPERTY L -S IN ZONE °AE" OF THE FLOOD INSURANCE RATE MAP, COMMUNITI 480296 PANEL NO. 48201—C-0945 L WHICH BEARS AN EFFECIVE DATE JUNE 18, 2007. APPROX B.F.E. = 15.00 (TO BE VERIFIED) T & FILL MITIGATION CALCULI .TIONS FILL 1. PROPOSED BUILDING PAD AREA = 10,345 S.F.x 0. i = 5,172 C.F. 2. PROPOSED PAVEMENT AREA = 2,700 S.F.x 0.", S' = 891 C.F. FLOOD PLAIN MITIGATION VOLUME REQUIRED TO B.F.E OF 15.0 - 6,063 C.F. (t) CUT 1. PROPOSED GREEN AREA = 1,554 S.F.x 0.51' = 777 C.F. 2. PROPOSED PAVEMENT AREA = 16,338 S.F.x 0. i3' = 5,392 C.F. FLOOD PLAIN MITIGATION VOLUME PROVIDED 6,169 C.F. (t) A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED VITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHi LT, ETC.): i.e., BELOW ELEVATION 15.00 (2001 ADJ.) 225t _ CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVEI FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION 15.00 (2001 ADJ.) 228t _ CUBIC YARDS RE: SHEET C2 FOR EXISTING & PROPOSED EI ,EVATIONS. NO OUTSIDE FILL WITHIN THE BFE CAN BE IROUGHT T THE PROPERTY WITHOUT ON -SITE MITIGA7 ION. 4"x FUTURE PAD SITE o X �a,X (IV °�'. BY QTN_ER�$) a Lafc 1a,X LLI_I_ L_LLLI_LrL_LLLLI Q a g y) I I_Ll_I�.LL_LLI_LLLI_LLLLLI g a o �p © ti ----____ LLLLE.I�LLLLLLLLLLLLLI_I OO o a LLLLLLLLLLLLLLLLLLLI g �LLLLLt_LLLI_LLLLLLLLLI h� x — LLLLL LLLLLLI''I'llI �� 1 119 O 90 x ' UTt RE PAR KIN S 1 ( . I. ". � C THE S) z\ Z \ • y__ \ / STM. M.H. / RIM FL(E) 18"=9.82' EXIST. SAN. M.N. w J--C' B LADING LINE .Z'' TU E- IK.CAICi RIM ELEV=14.51'�.L�- ( T. c , .� ., FL(N) 10"=9.86' ``� E \ ---� FL(W) 10"=9.86• --XIST 10- /. N04036'09"E —"� a 10' U.E. H.GC,F. N6.\ 69990ho /�.�a• - x -- --- .�p2x `_ _ ----�- pCY �'I U YY IOU. •. i x hb E`er-8- WATEER LINE�� a (EXACT LOCATSION'&S p P - - -- STATE H►0%II, TH - vOL. 5912 Po. t90 H p.146 LEGEND LIMITS OF CUT & FILL gg gagggg ...: ' :: x ,°� a� X h� b2ti DESIGNATES PROPOSED FILL AREA ti '''' -- �� DESIGNATES PROPOSED CUT AREA \7 X ' a• X b ti NOTES FOR OWNER/CONTRACTOR,' / o 1 / 1. NO NET FILL ALLOWED IN FLOOD PLAIN. 2. NO IMPROVEMENTS ALLOWED IN FLOODWAY. W 3. ALL HABITABLE OR INSURABLE AREAS WILL HAVE FINISH FLOOR A MINIMUM OF rh 11TH STREET TWELVE (12) INCHES ABOVE THE BASE (100—YEAR) FLOOD ELEVAII IN. ^�X x xNa3 (60 R.O.W.) / /,a. ,oa 1000 as EXIST 10' SAN. SWR. EXIST. SAN. M. RIM EL10"=9.7fd 22 FL(E) 10 9.70'. po OO ® n Z (� a Z O M +o Z OIn I R35' a EXIST. SAN. M.H. RIM ELF FL(N) 10°=10.08' FL(S) -10"=10.03' (7 z _ M Z $ 0 r- r o F t\ v i >> V! z O > L W W _ x ct0 O c�_ ` >- LLI 3 Q ~ 0 3 3 N o Q OO W LLl F— � m d I— Of I M n a Y O :D to Lc) ° v 0 In Q N 0 F �e�ae>cae0pppppppo o�P�E DF TF 00 pD PROJECT NO. 0; -146 e 0,off DRAWING NO. 07 46210 *y �* o * * 4 B SALMAN QADIR° DRAWN BY: RS DATE: 02-05-09 'j 93950�(p.' 0- s o14ppSGIS DESIGNED BY: RM DATE: 02-05-09 lt` CHECKED BY: SQ DATE: 02-09-09 ppp S�NALe" apppppoosvo� DRAWING SCALE SHEET N0. R U U VE VERT, T: N/A /A C3 Of 6 E.. " MOB ACHE TRACT BLOCK 71" 1003 7 6 4� 9 VOL 98 PQ 4 ROo 99 SAVE AND I-NPE T W AILLE" 0 i I 23 N i 1n _ m O w � ��m z�z IITH STREET (60' R.O.W.) EXIST 10' SAN. SWR. FL(S) 10"=9.70' FL(E) 10"=9.70' Q d 6 <> 9 CI O g EXIST. SAN. M.H. RIM ELEV=14.51' ----_.�_ FL(N) 10"=9.86' --. , FL(W) 10"=9.86' STgTE'NPQGHwA u.1`f6 W ALLEY 9 0 Q STORM WATER 1. SET SUPPORTS AND EXCAVATE 2. SECURE WIRE FENCING TO SUPPORTS. WILL BE RETAINED POLLUTION SfTE TO PK� IUM EXTENT NOTEO PRACTICABLE. 4 IN. X 6 IN. TRENCH UPSLOPE 40 20 0 20 40 Feet 90 Feet ALONG LINE OF SUPPORTS. 2. CONTROL MEASURE WILL BE PROPERLY SELECTED, 4STALLED AND MAINTAINED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATION EC CATION AND GOOD ENGINEERING SCALE: 1 "= 20' PRACTICE. IF DAMAGED OR RENDERED INEFFECTIVE, THE EROSION AND SEDIMENT CONTROLS WILL BE REPAIRED OR REPLACED IMMEC GELY. 3. WHEN PUMPING (DEWATERING) STANDING STORM W! ER FROM THE SITE, THE j z OPERATOR SHALL USE APPROPRIATE BEST MANAGEI ENT PRACTICES (BMP'S) FROM z THE STORM WATER MANAGEMENT HANDBOOK FOR ( NSTRUCTION ACTIVITIES THAT ADDRESS DEWATERING ACTIVITIES. UNTREATED/DIRE( DISCHARGE INTO A STORM SEWER WILL NOT BE ALLOWED. '( 4. IF THE INTERIM PERIOD BETWEEN CONSTRUCTION 0 UTILITIES AND STREET y-fJ 4 SPACING F� f CONSTRUCTION WILL BE MORE THEN 21 DAYS, THE STREET RIGHT-OF-WAY WILL 4jLji{ FT. MAX FOR UNREINFORCED FENCE. BE MULCHED OR OTHERWISE STABILIZED WITHIN TH 14 DAYS. llUhTPSTER 6 FT. MAX FOR REINFORCED FENCE. 5. AFTER PAVING COMPLETION, NEWLY GRADED AREAS ND ALL EXPOSED SOILS WILL 3. ATTACH SILT FENCE FABRIC TO 4. BACKFILL AND COMPACT THE BE COMPLETELY STABILIZED. • WIRE FENCE AND EXTEND INTO EXCAVATED SOIL. 6. CONTROL MEASURES WILL BE INSTALLED ALONG BA K OF CURB TO ADEQUATELY IPB I THE TRENCH. s PREVENT SEDIMENT RUNOFF INTO STREETS ONCE F VING COMPLETE. ,\ 7. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WAS OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON TI i SITE, UNLESS THEY ARE USING A PROPERLY DESIGNED AND DESIGNATED CC CRETE WASHOUT AREA. B. EROSION AND SEDIMENT CONTROL MEASURES THAT LAVE BEEN IMPROPERLY �' ��. ? z INSTALLED OR HAVE BEEN DISABLED, RUN -OVER, F MOVED, OR OTHERWISE X ' l� / RENDERED INEFFECTIVE MUST BE REPLACED OR C( RECTED IMMEDIATELY. IL6/ 9. MAINTENANCE AND REPAIRS WILL BE CONDUCTED N HIN 24 HOURS OF N INSPECTION REPORT. X 97 1 a 9.3 F�� ��o 10. SEDIMENT WILL BE REMOVED FROM BEHIND THE FlI ER FABRIC FENCE WHEN /t IT REACHES 1/3 THE HEIGHT OF THE FENCE. / 1 EXTEND SILT FENCE FABRIC 11. SEDIMENT WILL BE REMOVED AROUND THE INLET B 2RIERS AND DIKES WHEN • INTO TRENCH. PLASTIC THE STORAGE CAPACITY HAS BEEN APPROXIMATELY i0Z FILLED. :1� 4111. GRID MESH NSPECTIOS OF ALL BMP'S WILL BE CNDUCTED I RY FOURTEEN (14) I ml � [1-SU PORT 12. ICALENDARNDAYS AND WITHIN24 HOURSOOF THE El EOF A 0 M EVENT OF 0.5 INCHES OR GREATER; OR EVERY 7 CALEND'2 DAYS. qC14 z 13. EROSION AND SEDIMENT CONTROL MEASURES IDEM TIED IN THE PLANS WILL 2 BE INSPECTED TO INSURE EFFECTIVE OPERATION. U) Don • g n R u�u t7 F22 c I IITH STREET (60' R.O.W.) - N ' Ofa pjan9 G IPB ace ad • "~ . •'dt ��fb a SYMBOL R35' GENERAL NOTES: Q 'Q'O 1. Place sand bogs in the gutter on each side of the inlet opening. Sand bogs shall be placed tightly against the curb. r- 2. Place sand bogs at back of curb along inlet. 3. Sand bogs shall not block throat of inlet, unless directed RIM ELEV=74.78 by the Engineer. FL(N) 10"=10.08' Ft fs1 1n"=10 03• [one 4. If the adjacent to the inlet is closed to traffic, then additional sand bogs shall be placed continuously across the front of the inlet, but shall not block the throat of the inlet. SAND BAG INLET PROTECTION BARRIER (NOT TO SCALE) - SILT FENCE FABRIC 14. THE SWPPP WILL BE AMENDED TO REPLACE INEFFE TIVE BMPS IDENTIFIED THROUGH INSPECTIONS WITHIN 7 DAYS OF IDENTIFY IG THE DEFICIENCY. A S-_ECTION 15. REPORTS WILL INCLUDE WHAT MAINTENANCE WAS 0 NE AS A RESULT OF THE "CiINSPECTION. CONSTRUCTION NOTES: 16. ALL LITTER, TRASH AND FLOATABLE DEBRIS WILL BI CONTAINED WITHIN THE SITE. 1. SEE SPECIFICATION SECTION NO. 02361-SILT FENCES. X_ 8 �X � � REINFORCED SILT FENCE PLAN LEGEND INDICATES PROPERTY L'1E SYMBOL INDICATES PROPOSED 1 'ORM LINE X-X - - SILT FENCE INLET PROTECTION BAR TER WITH SYMBOL FOR STRAW BALES AROUND 'ELT FENCE SILT FENCE -z SF X- SILT FENCE (S_C�*H STABILIZED CONSTRUCT IN ACCESS ° INLET ° ° ° ° o ° C ° BALE 4-24 INCHES FROM INLET Q O EXISTING STORM/SANITY ZY MANHOLE PROPOSED STORM/SAN ARY MANHOLE PROPOSED STORM CATi I BASIN STM. INDICATES STORM SEWI COMPACTED SOIL 2 INCH BY 2 INCH WOOD STAKE EMBEDED 8 INCHES TO PREVENT PIPIN U.E. INDICATES UTILITY EAST IENT STAKED STRAW BALE 12" S.E. INDICATES STORM SEWI EASEMENT 4" _ S.S.E. INDICATES SANITARY SI AER EASEMENT FLOW _._ ..._ 4° INLET W.L.E. INDICATES WATER LINE' ASEMENT STRAW BALES STAKED WITH 2 STAKES PER BALE H.L.&P. INDICATES HOUSTON, U HTING & POWER COMPANY PLANESMT. INDICATES EASEMENT C B.L. INDICATES BUILDING U6 NOTE: FILTER FABRIC CAN BE USED IN -LIEU OF STRAW BALES Z STRAW BALE DROP INLET PROTECTION BARRIER IPB o (NOT TO SCALE) SYMBOL 0 _ z�� F �� > Z ao X Q0 O Ln in m E 1 M U } Z Z ^ U O: O a FT. MIN x (n p I -I = �� Z = `_ Q z W W O X >- w F- GEOTEX?1LE FOR FULL 0 3 J DO LL1 WIDTH AND LENGTH OF V) cc 3 J LLI STABILIZED CONSTRUCTION I � I� I- � ACCESS. 8 INCHES MINIMUM SECTION GRADED TO PREVENT y SEDIMENT FROM LEAVING 5 (\\tJJ► SITE. (n Y� N N Q to ; N v PROVIDE APPROPRIATE TRANSITION � 3 BETWEEN STABILIZED CONSTRUCTION EXISTING ACCESS AND EDGE OF ROADWAY. GROUND 50 FT. MIN. �On E ova 0 e�aaaC464p0� e PEE NE 9 0000 PROJECT NO. 08 •146 GRANULAR FILL PLAN v 5 °° DRAWING NO. 08 46250 CONSTRUCTION NOTES: 1. SEE SPECIFICATION SECTION NO. 02365-STABILIZED CONSTRUCTION ACCESS. SALMAN QADIR� DRAWN BY. IRS DATE: 02-04-09 93950 ( DESIGNED BY- IRS DATE: 02-04-09 SCA STABILIZED CONSTRUCTION ACCESS °0�� �I�ENs�°� CHECKED BY: SQ DATE: 02-09-09 SYMBOL Po FS C g ° 444 S�NAL a DRAWING SCALE Oooaoncaa>� SHEET N0. VERT. NA C4 Of 0 LEGEND GENERAL NOTES: SITEWORI (THESE NOTES CONTROL EXCEPT AS NOTED OTHERWISE I PLANS & DETAILS) STORM SEWER WASTEWATER A. EXISTING UTILITIES, FACILITIES 8 TREES WATER LINE 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AN ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION OF 'ROPOSED FACILITIES. F ." NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREP NCIES 9106 AC1�'HE iTIRACT 40 20 0 20 40 Feet X FIRE HYDRANT (FH) 2. CONTRACTOR SHALL NOTIFY THE APPROPRIATE t TLITY COMPANY 48 u �LCL9BLOCKI �N 7 6 -�- GATE VALVE HOURS PRIOR TO EXCAVATING NEAR THEIR UTIU Y. 4 10 VIM 56 GP@ FI I: 32 SCALE: 1"= 20' 3. CONTRACTOR SHALL TAKE ALL DUE PRECAUTION 'TO PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE TO EX MNG FACILITIES 11 OAVE AMID I MPECL ` ISP ALLLE' P POWER LINE INCURRED AS A RESULT OF CONSTRUCTION OPE ATIONS WILL BE n LOCATE/TERMINATE G GAS LINE REPAIRED BY THE CONTRACTOR AT HIS OWN EX ENSE UNDERGROUND 4. CONTRACTOR SHALL TAKE EXTRA CARE TO PRO :CT TREES IN AREAS 0� r 'IS' ALLEY oo PER POWER CO. � T TELEPHONE LINE PRIMARY CONDUITS ADJACENT TO CONSTRUCTION. PROPERTY LINE B. DOMESTIC WATER SYSTEM � ! � , S 03°03'10" E 221.84' /^ \ • � ' EXIST.=FILLED O I. ALL WATER LINE MAINS SIZES 1 THRU 3 INCH SF LLL BE PVC SCH 40. 0 / O _/ --_- PROP.=OPEN WASTEWATER MANHOLE 10' BL SETBACk / / _ x PROP.=OPEN O STORM SEWER MANHOLE 2. CLASSALL A 50 DR TER MAINS SIZES 4 THRU 12 INCH SHALL 3E AWWA C-900 / ------ - DUMPSTER j11 [-Ll� 3• WATER LINE SHALL BE CONSTRUCTED AND TEETE IN ACCORDANCE 14 C.O.>_ CLEAN -OUT WITH CITY OF LA PORTE SPECIFICATION C.O. INLINE CLEAN OUT CONSTRUCTION AS CURRENTLY AMENDED. OR WAT 2 MAIN PROPOSED WATER METER 4. WATER LINE SHALL HAVE BANK SAND BEDDING A D BACKFILL 5. PROVIDE THRUST BLOCKING ACCORDING TO CITY F LA PORTE ° //. WLP WATER LINE PROTECTION. STANDARDS &SPECIFICATIONS. l 6. PROVIDE A MINIMUM 6-INCHES OF CLEARANCE A STORM SEWER AND o / EXISTING GRADE WATER LINE CROSSING. PROi�\HOTEL% /- C. SANITARY SEWER SYSTEM WATER LINE co g 1) POLY -VINYL -CHLORIDE PSM (PVC) PIPE SHALL CONFIRM TO BLDG. \ P 16■OOP / mQ 0. ASTM SPECIFICATIONS D3034 AND BE It STALLED ACCORDING <W TO ASTM D2321. 17 189 19 SANITARY / > v 2) ALL SANITARY SEWER SERVICE LINES SI ALL BE CONSTRUCTED b DSO y // PROP RIM 15C1o. / / / j/ / SEWER TO TRUE ALIGNMENT AND GRADE. WRAF )ED AND SAGGING 5 / LINES WILL NOT BE PERMITTED. a 0 FL 10.75 1 F" DOME3) BUILDING TIE -ON CONNECTION WILL BE LADE DIRECTLY TO THE n 9. STIC SA . SWR - / / / STUBTHE BUILDING PLUMBIN AT THE FOUNDATION z m 22 Q 24 �R /PVC SDR 26 ON ALLLL WASTES S OUTLETS. _jjlz�M SOS /PROP. 6" RE DBP / 4) WATER -TIGHT ADAPTERS OF A TYPE C( IPAIIBLE WITH THE o ` I LINE (PVT. 10 / VFULL JOINT OF PIPE w \ / MATERIALS BEING JOINED WILL BE USED AT THE POINT OF = m II�� I CENTERED ON WATER LINE r ADAPTER IF REQ'D CEMENT GROUT MATERIALS ARE PERMIT ED. Z CJ g / Y 1) (2 PLACES) / J 5) NO BENDS OR TURNS AT ANY POINT W .L BE GREATER THAN . g 'm53/ \ 66 \09- — 3 IN -LINE C.O. 1-FIRE HYDRANT 1-6"x6" TEE 45 DEGREES. 6) EACH CLEANOUT WILL BE INSTALLED SC THAT IT OPENS IN A DIRECTION OPPOSITE TO THE FLOW OF HE WASTE AND, EXCEPT CLEANOUTS, CLEANOUTS WILL BE INSTA LED VERTICALLY ABOVE THE FLOW LINE OF THE PIPE. 7) CLEANOUT WILL BE MADE WITH AIRTIGH' MECHANICAL PLUG. 8) THE PHYSICAL CONNECTION TO THE CIT 'S SEWER MAIN WILL BE MADE BY USE OF AN AD/ TER OF A TYPE COMPATIBLE WITH MATERIALS BEING J01 ED. THE CONNECTION SHALL BE WATERTIGHT. NO CEMENT GRf UT MATERIALS ARE NOTE: . I I PERMITTED. WHEN CONCRETE IS PLACED OVER AN EASEMENT A SAWCUT OR ( IOU TYPICAL SANITARY & WATER LINE 9) BACKFILLING OF SERVICE LINES TRENCH MUST BE EXPANSION JOINT MUST BE PLACED AT THE EASEMENT LINE AND / CROSSING DETAIL ACCOMPLISHED WITHIN TWENTY-FOUR Z4) HOURS OF CROSS THE EASEMENT EVERY 10'. / C INSPECTION AND APPROVAL. NO DEBRIS WILL BE PERMITTED IN ' , M (NOT TO SCALE) THE TRENCH. 11TH STREET J / W 10) INLINE CLEAN OUTS SHALL BE INSTALLE 1 AT EVERY 90' FEET. 11TH STREET (60' R.O.w.) I KEYED PLAN NOTES / ( 0 CI DOMESTIC WATER METER WITH WET CONNECTION AS PER / �p (60' R.O.W.( CITY STANDARDS. FUTURE PLUG % / I [ID>PROPOSED 1-1/2" IRRIGATION WATER METER WITH BACK fi I FL 10.25t / Z FLOW PREVENTOR. RE: LANDSCAPING PLANS. PROPOSED BACK FLOW PREVENTOR BY PARK EQUIPMENT. EXIST 10' SAN. SWR• 6" DOMESTIC SA.V. SWR. STUB // / ® CAP 1-1/2" IRRIGATION LINE TYPICAL UNTIL INSTALLATION / OF IRRIGATION SYSTEM. BY OTHERS (N.I.C.) / EE> CAP FIRE' SPRINKLER LINE (BY OTHERS, N.I.C.). RE: FIRE 3 EXIST. SAN. M.H. C1) / / h SPRINKLER PLANS FOR LINE SIZE, LOCATION & / iv - RIM ELEV=74.70'- -- U /� li �lU '�� `Ji(�,I COORDINATION FL(S) 10"=9.70- 1 r'7 41 / 7� 7-� 7-� SITE FL(E) 10"=9.70 . z ( �) 1 { �� FUTU•L�•(-' PAD �-•� -1• TE © 6" HEAVY DUTY (SCHEDULE 40) PVC CONDUITS, CAPPED AT — [� —0 BOTH ENDS, SHALL BE INSTALLED UNDER ALL CONCRETE S �, ¢ ' W p 0 / / / pT ° T "� " n y 0 t7r _U-4 ]7 �'r) I I APRONS, AND SHALL EXTEND 24" BEYOND BACK OF CURB. w ` iV 1. LJ 1 11_L.i11eJ PULL STRINGS TO BE BE PLACED WITHIN EACH CONDUIT. ZN N L o= I I IAJ I � m 61 3 —I ao� EQUIPMENTCORSTANDARD APPROVEDSEQUAL.G WELL BY PARK 61 10 CONTRACTOR TO COORDINATE WITH CITY OPERATOR H ¢ o( I FOR LOCATION AND INSPECTIONS. Z c m �, z a . I LLLLLLI_LI_LLLLLLLLI_L! I ® DOUBLE DETECTOR CHECK VALVE. (BY OTHERS N.I.C.) i y ¢ Lag le lid I LLLL� LLLLLLLLLLLLLLI s LLLLL LLI_LLI_LLLLLLLLI LM p o o I_LLLLLLLLLLLLLLLLLLf �) R j ou 20' JOINT, C-900, C-905 PVC, 150 PSI CENTERED OVER U= f LLLLLILLLLLLLLLLLLLLI c LS e4 SANITARY SEWER, 12" MIN. CLEARANCE. C CQ LLLLL LLLLLLLLLLLLLI @g M n z 00 0 0 -- LL ( 10 PROPOSED FDC CONNECTION, RE: FIRE SPRINKLER PLANS. n M N 0 — ` UTt RE PAR TIN 'S ` W a lj PROPOSED GAS METER (BY OTHERS, N.I.C.). REFER TO MEP � a � � O 1 j 0 9© I 1 nga PLANS FOR COORDINTAION. N x 0i Z (n ) � 1 (. 1. :. Y THE _ S) a H „I PROPOSED ELECTRICAL PAD MOUNTED TRANSFORMER (N.I.C., zo xxxn 0 r BY OTHERS). REFER TO MEP PLANS FOR COORDINATION. z ? a Q o vw F ~ %- LLJ F- �(—I r i I RE: LANDSCAPING & IRRIGATION PLANS FOR FUTURE UTILITIES m J Q —�• / I SLEEVES, IRRIGATION METER SIZE & EXACT LOCATION. 00 3 F = W y� / NW3 �FW-ry W Q O In EXIST. SAN. M.H. w 20 B LADING ITNE F T U E K NG ' RIM ELEV=14.51' 3 rT*. (✓ 5yyAIER FL(N) 10"=9.86'SIST 10' \ / tl-•--�NEFL(W) 70"=9.86' SAN N__ SWR. 10' U.E. H.C.C.F. Na S469990 h i NO4°38'09" - - - 0 03'10 180.04 !- EXIST —8" WATER LINE 8"x6"T.S.&V W! BOX EXIS EXACT LOSTM .SWR STATE C _-'-•- AT10N & DEPTH WAVI n.n46190 . �— R35' EXIST. SAN. M.H. RIM ELEV=14.78 FL(N) 10"=10.08' FI (S) 10"=10 03' Y U) Q N04 v O J tr) r__ 0 z epeeeaeoappppppa a``P(E OF 74_ plll g*�i J*Weoo PROJECT NO. 08 •146 DRAWING NO. 08 46300 SALMAN QADIR a DRAWN BY: RS DATE: 02-02-09 93950 ooW oW���4 SfCc NS �, ' � uasuomo>®�0 v 5�( DESIGNED BY: IRS DATE: 02-02-09 CHECKED BY: SQ DATE: 02-09-09 DRAWING SCALE HORIZ: 1". --20' VERT: NA SHEET NO. C5 of 6 3. SET STORM SEWER MANHOLE RIMS TO MATCf FINISH GRADE. (COVER NOT SHOWN) 4. STORM SEWER INLETS SHALL BE PARK EQUIP ENT CATCH BASINS. 32" STANDARD MANHOLE 5. CONCRETE PIPE SHALL BE BEDDED WITH CEM NT STABILIZED SAND IN FRAME AND COVER ACCORDANCE WITH CITY OF LAPORTE SPECIFI'ATIONS FOR CONCRETE PIPE. 8" r 8" 6. PVC PIPE SHALL BE BEDDED NTH A MINIMUI OF ONE FOOT OF CEMENT STABILIZED SAND. CEMENT STABIUZE SAND SHALL BE LAID = IN 6" UFTS COMPOSED TO 95% STD. PROCTC +. MAX. DRY DENSITY MORTAR - .o (ASTM D698). (TYP) I _ T T- 7. EXISTING PAVEMENTS, CURBS, SIDEWALKS, Ap i DRIVEWAYS DAMAGED ® 18"o.C. - I:i az STABILIZED SAND BACKFILL COMPACTED 1/8 BEND INCLUDED I I l OR REMOVED DURING CONSTRUCTION SHALL I: REPLACED TO THE a TO 95% MAX. J BRICK -_I CITY OF LAPORTE STANDARDS. o I i71=1I I -III I I --I I IN PRICE OF STUB. - OUTLET j_ 8. CONDITION OF THE ROAD AND/OR RIGHT -OF• NAY, UPON COMPLETION W l I�I=) I= II-T ! TYPICAL PAVEMENT DENSITY 4" PIPE 1.0% MIN. GRADE T z -II- II- REINFORCEMENT. 6" PIPE 0.75% MIN. GRADE 30' - m I OF JOB, SHALL BE AS GOOD AS OR BETTER HAN THE CONDITION g RE: GENERAL NOTES - PLAN VIEW �� PRIOR TO STARTING WORK. o w _ TYPICAL CURB DETAIL PLUG NOTES =1_ 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED T ALL TIMES DURING '._ q NOT TO SCALE I , --(�-� 1. SAMPLING WELL MUST BE INSTALLED UNDER A SEPARATE PLUMBING PERMIT. 8" WALL TO 8' DEPTH ��. T-i MORTAR COATING CONSTRUCTION AND ANY DRAINAGE DITCH Of STRUCTURE DISTURBED 7-`} ON ALL BRICK SURFACES DURING CONSTRUCTION SHALL BE RESTORED' 0 THE SATISFACTION z a 1/B BEND L 2. USE 15" T&G R.C.P. FOR INSTALLATION FOR INSTALLATION 6'-0" DEEP AND LESS. _1 C OF THE OWNING AUTHORITY. ' _1 JOINT SEAL LOOSE FIT 26 GAGE STRAIGHT RUN FOR 3. USE 24" T&G R.C.P. FOR INSTALLATION GREATER THAN 6'-0" DEEP. (STD RING {n _ SEE NOTE 3 STEEL TUBE OR SINGLE SERVICE AND M.H. COVER REQUIRED) -_i C. PAVING & GRADING 6 o L ( ) HARD PLASTIC - i- 1. SUBGRADE PREPARATION: _ _ 4. SAMPLING WELL MUST BE SET IN A CIRCULAR OR SQUARE CONCRETE PAD ( 1'-0" _l o O '° : 1/4" R _ - GREATER THAN OUTSIDE DIAMETER OF PIPE.) -� �. -STRIP PAVEMENT AREAS TO REMOVE ALL T(' SOIL, DEBRIS '¢ p SEE NOTE i °: NAIL ° 12" WALL 8' AND AND VEGETATION. REMOVE TREE STUMPS A D ROOTS. o t° --�'°' . .°• - .. " NOTES' 5. INSIDE INSTALLATION NOT PERMITTED, WHERE OUTSIDE INSTALLATION IS POSSIBLE. GREATER DEPTH --1 C) 6" O -OVER-EXCAVATE SOFT AREAS AND REPLACI WITH SELECT FILL, LL� i. ALL SINGLE SEWER SERVICES AND DOUBLE SEWER SERVICES, 6. INSTALLATION INSIDE BLDG MUST BE POURED IN PLACE (15-MIN) NO CONCRETE PIPE -i I i� FREE OF ORGANIC MATTER, WITH PLASTICITi INDEX OF 7 TO 20 va o AS SHOWN, ARE INTERCHANGEABLE, AS REQUIRED, TO CONNECT IS PERMITTED, (AIR -TIGHT COVER REQUIRED.) - I AND A MINIMUM LIQUID LIMIT OF 28 PERCEP '. FILL SHALL BE SEE NOTE 4 # 5 ®8 EW MIN PLACED IN SIX(6) TO EIGHT(8)INCH LOOSE' IFTS AND COMPACTED ") DEFORMED ENU . \ ' •^ WITH STACKS, DOUBLE WYES AND WYES, AS REQUIRED, TAPS 7, LAWN INSTALLATION MUST BE 4" ABOVE FINISHED GRADE. 1� CONCRETE SLAB FOR PVC PIPE TO BE PVC "T" OR "Y" SADDLE. TO 95% OF STD. PROCTOR (ASTM D698-78) MAX. DRY DENSITY. -PROOF-ROLL TO 95% OF STD. PROCTOR A! W D698-78 MAX. 8. DRIVE & SIDEWALK INSTALLATION MUST BE BROUGHT TO FINISHED GRADE ( ) 2. PROVIDE LOCATOR WIRE LOOPS FROM EACH SERVICE CONNECTION DRY DENSITY. EXPANSION J 3/4" REDWOOD TO NEAREST MANHOLE. v • ® v ' " ®' v ca -STABILIZE PAVEMENT SUBGRADE AS PER SG :S REPORT 9. TO BE INSTALLED ON PRIVATE PROPERTY, IN AN ACCESSIBLE LOCATION TO MUD ��► JOINT PLATE EXPANSION JOINT PERSONNEL. CEMENT STABILIZED v • ' ' v • ' o 18 " SAND v v v ' b o .v "' -COMPACT SUBGRADE TO 95% OF STD. PROC OR (ASTM D698-78) STANDARD SANITARY SEWER MAX. DRY DENSITY. NOTES: SAMPLING WELL DETAIL 2. ALL CONCRETE PAVEMENT SHALL BE 6" THICK, U.N.O. 1. DOWELS FOR PAVEMENT EXPANSION JOINTS SHALL BE 3/4"0. SERVICE LEAD DETAIL NOT TO SCALE CONCRETE PAVEMENT FOR DUMSPTER AREA SF ILL BE 7" THICK. 2. EXPANSION JOINT SHALL BE PLACED AT THE END OF NOT TO SCALE 12" VARIES 12� 3. CONCRETE COMPRESSIVE STRENGTH = 3,500 P: (5 SACK) 0 28 DAYS. EACH CURB RETURN AND AT MAXIMUM OF 40' SPACING. SEE TABLE 4. REINFORCEMENT: #4 ®20" EA. WAY. ASTM A6 i GRADE60. 3. ALL JOINT SEAL MATERIAL SHALL BE ASPHALT RUBBER IN 5. REINFORCEMENT SHALL BE UPPORTED ON MET L OR PLASTIC CHAIRS, ACCORDANCE WITH ASTM DESIGNATION D3405. . AT A MAXIMUM OF FOUR (4I FEET EACH WAY. 4. PRE -MANUFACTURED JOINT PLATE. m SECTION 6. PROVIDE EXPANSION JOINTS AT MAXIMUM SPAC IG OF FORTY a)(40� A 1r rr FORM JOINTS NTAY H METAL KEYYLWAYST& PROVIVIC 3 4 0� SMO'OttMttttT DOWEL TYPE EXPANSION JOINT DETAIL '� STORM SEWER MANHOLE TYPE C DOWELS x 2'-0" 0 20' D.C., GREASE & WRAP IN END. 6 x 4 DOUBLE WYE t� 1 �� T T 7. RECOMMENDED PAVEMENT SLOPE TO DRAIN IS .75% BUT IN NO INSTANCE PLUG AT TOP OF STACK TO BE FOR 42" DIAMETER AND S.LV1Li� •� •r•R LESS THAN 0.35% OR HIGHER THAN 5%a UNLES ' NOTED OTHERWISE. NOT TO SCALE m INCLUDED IN PRICE OF STACK a NOT TO SCALE 8. EXCESS SOIL MATERIAL IS THE RESPONSIBILITY IF THE CONTRACTOR & IS TO BE DISPOSED OFFSITE RESPONSIBLY AT I) SEPARATE PAY. 14" REINFORCED CONC. OF CATCHBASIN 1-TTT�71 TRENCH WIDTH AT CONTRACTOR'S rIa I-I-rI JUNCTION BOX TRAFFIC DUTY I-I-�-ri i-,_I- SKID -RESISTANT STEEL = OPTION CAST IRON GRATE �` y 8 5 -0 - "e II,ITSMTT17 PEDESTRIAN DUTY STD. a �_ (TRAFFIC -DUTY OPTIONAL] a 1.5 SACK CEMENT STABILIZED ---SAND BACKFILL COMPACTED TO g T WI CAST -IN STEEL FRAME F--I- F - 95% MAX. DENSITY •, 1-- o - - - - - 00 z A I W' A ® ® I ,0. VAIES = MATCH PIPE SIZE FOR STACKS w a � m _ OPTIONAL EXTENSION 6" or 12" D z PVC SADDLE FOR PVC PIPE. A a w PVC SADDLE TEE OR SADDLE m' PIPE TO BE INCLUDED IN PRICE -PRECAST CONCRETE I OF STACK. USE FACTORY SECTION "A -A" g BASIN SECTION d_ i TEES (WYES). PRECAST CONCRETE 3.¢ Ht W SLAB w/ LIFTING EYES 3 -PRECAST CONCRETE BASIN BY TRENCH WIDTH n PARK EQUIPMENT CO. PLAN VIEW 800-2546-8041 SANITARY SEWER STACK DETAIL THIN WALL KNOCKOUT ON NOT TO SCALE ALL 4 SIDES, SEE KO DIMENSION FOR MAXIMUM PIPE O.D. REDUCED PRESSURE \ BACKFLOW PREVENTER / FINISH GRADE GATE VALVE (TYP.) WAS NATURAL GROUND W1 Wi iJi,� / 1i T' ` r ,` i r ` i' o -e - STEEL SUPPORTS CAST IRON BOLTED TO SLAB = " SHOWN FOR TYPICAL TRENCH MJ x FL ELLS 12' (TYP-2) BACKFILL MATERIAL AS FOR ENCOUNTERED SOIL a.�•;t+y'•. t; s r.'..K;•• PIPING FURNISHED 1 _r S CONDITIONS PER COH .•• v ya t :II•} ;P :►' BY OTHERS (TYP.) i+ r �� STANDARD DETAIL _.I I I w, I I- - I - I r- I I L MODEL # DIMENSIONS CATCH JUNCTION W1 W2 H1 H2 T1 KO GRATE WEIGHT BASIN Box SIZE LBS CB12 JB12 15" 10" 21" 18" 2" 10" 12"02"xi" 180 C818 JB18 24" 16" 34" 30" 4" 15" 18"08"xti" 1,000 CB20 J820 26" 18" 34" 30" 4" 17" 20"x20"xt1" 1,335 C824 JB24 32" 22" 41" 36" 5" 22" 24"x24"x2" 2,245 CB27 JB27 37" 25" 42" 36" 6" 24" 27"x27"x2" 2,875 CB30 JB30 42" 30" 42" 36" 6" 30" 32"02"x2" 3,675 CB36 JB36 48" 36" 42" 36" 6" 32" 38"x3B"x2" 4,585 SHOE TYPE CLEAN OUT FRAME GENERAL NOTES: SITEWORK L VARIES AND COVER MABRY SHCO L 2 VARIES L 2 VARIES #1011 OR EQUAL (SEE BELOW) GRADE -CAST IRON GRADE -CAST IRON TABLE (THESE NOTES CONTROL EXCEPT AS NOTED OTHERWISE U PLANS & DETAILS) ,�.' FRAME AND COVER ,` IMF% FRAME AND COVER SEWER SIZE VS MANHOLE SIZE BRASS SCREWED CLEAN -OUT PLUG CLR 2' Z .SECTIONAL RISER SECTIONAL RISER (Typ') I Mr PIPE RCP P1FE _ _ 3'CtR SLOPE SLOPE w (TYP) -y SEWER SIZE MANHOLE BASE DIAMETER 42" 5'-0" 35" 4'-6- 30" AND LESS 4'-0" A. EXISTING UTILITIES, FACILITIES & 'REES 1, CONTRACTOR SHALL FIELD VERIFY LOCATION 1ND ELEVATION OF ALL EXISTING UTIUTiES PRIOR TO CONSTRUC ON OF PROPOSED FACILITIES. NOTIFY ENGINEER IMMEDIATELY 01 ANY DISCREPANCIES. r. -... . b 1/8 SEND B N ' 2SHALL A - ANY CLASS 150 C.I. PIPE JOINT SEALED ./ T SEALED 1/48 HOURS PRIOR TO EXCAVATINGNEARPTHE 1 UTILITY. CO NDNSHRINK GROUT NOMSMRIW GROUT MP �- NOTES:- 3. CONTRACTOR SHALL TAKE ALL DUE PRECAU' DNS TO PROTECT 4" MIN. CONC.1. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED 4' m++D PVC I EXISTING FACILITIES FROM DAMAGE. ANY D) iAGE TO EXISTING ;l V, ,'t 1': SLEEVE<TYP). (0� WITH A CLEANOUT AT THE UPSTREAM END OF THE PIPE. FACILITIES INCURRED AS A RESULT OF CONS RUCTION 6" CONCRETE PAVEMENT H4 ® 20" EA. WAY. MIN.2. IN PIPE 3" NOMINAL DIAMETER OR LESS, CLEANOUTS OPERATIONS WILL BE REPAIRED BY THE CON 3ACTOR AT HIS A SHALL BE LOCATED AT NOT MORE THAN 50'INTERVALS. OWN EXPENSE. (3,500 PSI ®28 DAYS) STM A615 GRADE 60. 3. IN PIPE 4" INCHES NOMINAL DIAMETER THROUGH 6" INLEr +1 W/ CHAIRS 04'-0" (MAX.) L. TO SEWER NOMINAL DIAMETER, CLEANOUTS SHALL BE LOCATED AT _ INLET 4. CONTRACTOR SHALL TAKE EXTRA CARE TO I IOTECT TREES IN 1/4" TOOLED JOINT NOT MORE THAN 90' INTERVALS. }(VOIJ�i.: FROM INTERCEPTOR 4. A CLEANOUT IS REQUIRED AT THE JUNCTION OF THE mNCRETE RASE AREAS ADJACENT TO CONSTRUCTION. TYPICAL PAVEMENT SECTION BUILDING DRAIN AND BUILDING SEWER. ..+•,. Iwrtm,w �-- _--- B. STORM SEWER SYSTEM NOT TO SCALE SHOE TYPE CLEAN OUT FRAME 3'-0' FRONT VIEW SIDE VIEW 1. STORM SEWER SHALL BE CONSTRUCTED IN At )ORDANCE WITH AND COVER MABBRY SHCO I ' CITY OF LAPORTE SPECIFICATION AS CURREN :Y AMENDED. #1011 OR EQUAL. 1- INLET 2, STORM SEWER PIPE SHALL BE HDPE SMOOTH 30RE WITH RUBBER GASKET, I/2"R 5 1 2" 1 1/2" BATTER - CONC. i 0�, ,I -�/'i o PLAN U.N.O. ON PLANS. GRADE (3000 PSI.) J ' N TOP OF PAVEMENT ELEVATION RE: GRADING PLAN STANDARD SANITARY SEWER ` 1 1/2"R REVERSIBLE CONFIGURATION CLEAN OUT DETAIL NOT TO SCALE 1.5 SACK CEMENT #4x8" DOWELS ---'-'- o� J, ` r,iil�lil IIiKIM "I)L��(11<i11(i;r ti 1 Imj 1� lidiTIt si`': iT1 Jillll l� CEMENT STABILIZED SAND ELEVATION OSPRING M ----- 1. CB12 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY. DIMENSIONS AND WEIGHTS (IN) MODEL SIZE A B C D NET AT OS&Y LBS RPBP25 2" 41 15 5 26 200 2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY. - \V1\NA2'Vkj CONCRETE Class 1 concrete with design strength of 4500 PSI at 28 days. TRENCH WIDT_{, REINFORCEMENT: Grade 60 reinforced. Steel rebor conforming to =O.D PIPE+12 PRECAST CONCRETE CATCHBASIN/JUNCTION BOX ASTM A615 on required centers or equal. NOT TO SCALE` SANITARY/STORM SEWER . BEDDING AND BACKFILL REDUCED PRESSURE BACKFLOW PREVENTOR NOT TO SCALE NOT TO SCALE 23" CAST IRON RING & COVER a 0 IOTE: . CENTER REINFORCING IN CONCRETE WALLS AND SLAB. 0 Q n Go O W I � Z 0 4I� z = 0 2 LAV PN X � v� LLJ TOP OF CURB 2"R #4®12EWMIN m o 0 Z Q 3 I - CUTTER LINE M 3 Z 00 W �PVMT SLOPE " o LLJ Q O 5'-0„ ° N I i- M RD ° e ,n -y N N J Ito, 0404 ZLn O 0 ._D ..DD .••u° U nu a MORTAR z -- D - D- G e • -S 4, b • o b ' �' '. D I' T 0 00voneCC4a004pOQ POF TF�9 apdd PROJECT NO. 08 •146 N 4 ® 12 E W MIN J* °°° DRAWING N0. 08 46500 3" MIN Bit * °0 CLR p SALMAN QADIR dF DRAWN BY: AD'. DATE: 09-02-08 6" 2'-6" - 6" _ � 93950 ° DESIGNED BY: AD DATE: 09-02-08 3' 6" STORM SEWER PRECAST °A°°,o ���I�EIN CHECKED BY: SQ DATE: 9-10-08 SECTION TYPE "H-�irr INLET 4%o;°�"o� '� DRAWING SCALE SHEET NO. O VERTNOT TO SCALE ° ��� R: N =N/A V VENA C6 Of 6