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HomeMy WebLinkAboutPROPOSED BEVERAGE MART REVISED SITE PLANS[tE CJ."ISTRUCtiON NOTES: 1� CONSTRUCT NEW 5' THICK REINFORCED CONCRETE PAVEMENT PER PAYING O CONSTRUCT )(EV14• THICK CONCRETE STOOP NOTE NO- 2. 9 eg p� T, L /Z P t W.W.F, A DOWELED EXPANSION JOINT (E.J.D O. CONSTRUCT NEW 6' THICK REINFORCED CONCRETE DRIVEWAY PER THE CiTY FOUNDATION USING 518'e RODS lap LOW Al LaPORTE WITH A WOOD FLOAT FINISH. NEW STOOP (W SLOPE) SHALL BE PLACED AT CENTER LINE C THRESHOLD. hBG af.•rkii.. 4Ie F-1 10 CREATE AN ACCESS AISLE AND ACCESSIBLE i T DOORS PAVEMENT SHALL BE LEVEL, REASONABLY 5 1:15fNe 5" EXCEED 2% OR 1501N ALL DIRECTIONS. PAINT SEO-6 D 6' STRIPES AND ACCESS AISLE (MINIMUM 96' W R- * *0' O.C. USE TWO (2) COATS YELLOW -TRAFF 11 PAINT NEW INTERNATIONAL SYMBOL OF ACCEI (2) COATS YELLOW 'TRAFFIC PAINT'. (3 SPAC O • CONSTRUCT NEW 6' HIGH CONCRETE 12 EACH ACCESSIBLE PARKING SPACE SHALL BE A VERTICALLY MOUNTED SIGN ON A CURB RAMP 3'-0• W. BY 6'-0' LG. WiTH A 2'e BY MAXIMUM SLOPE OF 1.12 AND A TEXTURED NON -SLIP FINISH SAW -CUTS AT CONCRETE SHOWING THE SYMBOL OF ACCESS'. 2' O.C. 900 TO DIRECTION OF TRAVEL. RAMP SHALL HAVE FLARED SIDES WiTH A AN ADDITIONAL SIGN YAN-ACCESSIBLE' MOI TEXTURED NON -SLIP FINISH 5AW-CUTS AT 2- O.C. AND A MAXIMUM SLOPE OF ACCESSIBILITY. CHARACTERS AND 'SYM1301 1:12. 5EEDETAIL (2TOTAL)5EE oE•rRNL.. 5/"-1 LOCATED 60 INCHES MINIMUM ABOVE FAA 6O CONSTRUCT NEW 5'-0' W. BY 5'-0' D. LEVEL CONCRETE STOOP AT MAiN t3 (3 SPACES TOTAL) FAINT NEW 41NCH WIDE SOLID ENTRANCE DOOR 1/4 INCH MAXIMUM BELOW DOOR THRESHOLD (FINISH FLOOR). PARKING STRIP 'TRAFFIC SLOPE STOOP AWAY FROM BUILDING AT 2% OR 150. CONCRETE SHALL BE 4' PAINT'. SEE PARKIN INFORMATION: THICK REINFORCED WITH 6'x6' #10/10 W.W.F. AND WITH A WOOD FLOAT FINISH 14 INSTALL NEW 87e SCHEDULE #40 STEEL I PROVIDE A DOWELED EXPANSION JOINT WITH SEALANT AT DOOR USING 5/8'H CONCRETE 5'-0' A.F.P. (2 PER DOOR -10 TOTAL RODS 18' LONG AT 18' O.C. (WRAP ONE END). TRANSITION BETWEEN CONCRETE SIDEWALK, 15 PROVIDE NEW CONCRETE SPLASH 51TE CONSTRUCTION NOTE NO. 7, AND CONCRETE STOOP SHALL BLOCKS AT BE FLUSH, LEVEL AND REASONABLY SMOOTH. SEE DETAIL 4/ SA- I ONTO THE NATURAL GROUND. O CONSTRUCT NEW 5'-0' W. BY 4' THiCK CONCRETE SIDEWALK REINFORCED WITH 16 SLOPE FINISH GRADE AWAY FROM BUILDING F( 6'X6' #IOX10 W.W.F. AND WITH A WOOD FLOAT FINISH. PROVIDE 1x4 REDWOOD EXPANSION JOINTS AT EVERY 20 L.F. AND HAND TOOLED JOINTS 17 10 L.F. ALL LANDSCAPE AT EVERY AREAS SHALL, BE ROUGH GR, 4 L.F. THE SIDEWALK SHALL NOT EXCEED 5% OR 120 SLOPE IN THE DIRECTION WALKS AND CURBS. FINISH GRADING AND LAN OF TRAVEL NOR 2% OR 150 IN CRO55 SLOPE. 5EE DETAIL p /g p• ( CONTRACTOR. O CONSTRUCT NEW 68 THICK REINFORCED CONCRETE APRON AT OVERHEAD DOOR PER PAVING NOTE NO. 3, EXTEND AT LEAST 2'-0' BEYOND THE EDGE OF THE DOOR BY 5'-0' D. BY 2% OR 150 SLOPE AWAY FROM BUILDING. SET EDGE OF APRON FLUSH WITH OVERHEAD DOOR THRESHOLD Ili' MAXIMUM BELOW FINISH FLOOR. PROVIDE A DOWELED EXPANSION JOINT WITH SEALANT AT DOOR USING 5/60 RODS 15' LONG AT 24' O.C. (WRAP ONE END). SEE DETAIL 3 /SFLI --L ►� II SLOPE 5CALE: NONE - 6•x6'#10110 W.W.F. IN CENTER OF CONCREM ... WOOD FLOAT FINISH 2' MINIMUM'COMP. SAND FILL CFr`Y APPROVING AUTHO: This 1s to certify that the City ofLa, plan anddeveloomenc'of rmma . vera: .. 5/8' OW DOWELS - W -LONG UTILITY CONSTRUCTION NOTES: O 24• Q C. WRAP ONE END. DOWELS AT DOORS my sEnLntn REINFORCED WiTH 6'x6' - TYFlCAL THGXEjgD EDGE #10x10 1 1 B �. T . .Y G _L:.AP SH pp -�_ ed.TG AI I 6s INSTALL THE NEW 3/4 a WATER1 • WITH SEALANT AT BUILDING TAP AND SET THE NEW 3/4'0 WATER METER, CUT-0OFF VALVE AND' BOX. I REINF SEE 1 / yp•1 ` ' 18' O.C. (WRAP ONE END) AND IN THE CITY RIGHT-0F WAY PARKING SCHEDULE a PA ve' R va R - FF. Total Standard Spaces 9'-0'' x 19'-0' a 90 Deg O'W.BY4'-0'D.BY2%ORtar•O q F DOOR AND FLUSH WITH DOOR 19 THE PLUMBING CONTRACTOR SHALL INSTALL TAF NEW 314'a WATER LINE T,0 ° THE BUILDING. SEE SHEET PME-1 d a _ Now H ARKiNG SPACE NEW CONCRETE r�u� r •r.. .,,._ , _ O_ . + d00TH, AND THE SLOPE NOT TO #y 6AR FOUND. Spaces: i Van Accessible Spate -�y 9-0, x 19'-0' a 90 Deg. IEW 41NCH WIDE SOUP PARKING eiF'r mmjMFeVVX, COO. 240 24 DE) WITH 450 HASH STRIPES AT PI :HE PAINT'. a, . _ _. _ _ .. _ . COMPACTED Sus ccADE wooD Front rwsN O T ((544' W. BY 60' H.). USE TWO 2' MINIMUM COMP. SAND FILL U2' EXPANSION JOINT MATERIAL - 22 THE PLUMBING CONTRACTOR SHALL LAY THE NEWVo SANITARY SEWER LINE CONCRETE PAVEMENT DETAIL AT 0. H. P. wooD FLOAT FlrazH P R Pn g FORM THE BUILDING AND CONS/ T WPAR CONr. DESIGNATED AS RESERVED BY TO jf"' "' "° A 1ta Ta7? -- _ RE1NF. SEE t l yP-t 0,188' G1 STEEL POST SET IN CzY Gi �K -LA' gzTR 5CALE : N 0 N E BILITY. ONE SPACE SHALL HAVE r• ANTED BELOW THE SYMBOL OF __ ,. S ON SUCH SIGNS SHALL BEN� -'- sa BARS VERTICALG. SEE DETAIL THIS SHEET. 0 24' O.C. THE NEW ELECTRICAL SERVICE ENTRANCE SHALL BE INSTALLED PER HOUSTON 117 EXPANSION JOINT MATERIAL WITH LIGHTING & POWER COMPANY S SERVICE OUTLET LOCATION AND DATA SEALANr AT TOP 3. USE TWO (2) COATS YELLOW STATEMENT. SEE SHEET E-1 51& PIA DOWELS - IS' LONG -- ` TYPICAL TM9CKENED EDGE CHEDULE SHEET SP-1. a W O.C. WRAP ONE END- VARIES DOWELS AT DOORS ONLY N� � CONG.R ETE CURB DEtAtL PIPE BOLLARDS FILLED WITH e x 6 iID/10 W.W.F. 6 i;g0 SEE DETAIL TYPICAL hrCKENED EDGE CENTER giY SCALE: NONE IN REINlF. SEE i / SP-i t BLOOD F _ - FNgSH - Of CONUMM U4• R. Y S0_FE V 8• RI °- < EF. U2' EXPANSION JOINT MATERIAL WITH PARKING SIDEWALK ` U. DOWNSPOUTS DISCHARGING sEanNr nr TOP z - 6 VARIESva• R. N ZD #4 BAR - _ __ - <� FLOOD HAZARD BOUNDARY: ®� g � � z 6'x6'#10/10 W.W.F.m UNDATION AT 5% SLOPE WITtpN < < +- t m m Q m = m o a N -r IVIIN CENTER OF CONCRETE P y VIP R. Y` THI5 TRACT LIES WITHIN ZONE -X- OR AN AREA OF MINIMAL FLOODING. THIS STATEMENT c m $ m o n c $ W ¢ o a a WOOD FLOAT FINISH -. 1.50 �• 1DED TO 6' BELOW TOP OF ALL d 2' MINIMUM COMP. SAND FILL SLOG. - H •' P FOUND. SCAPiNG A N COM ACTED yD6GRADE RE BY LANDSCAPE N SCAPE 05 BAR CONr. 240 WOOD FLOAT -..: COMPACTED SUB -GRADE FINISH REIN♦F SEE II F-1 2' MINIMUM COMP. SAND FILL - 2 CONCRETE PAVEMENT DETAIL CON C R E T E SCALE: NONE SCALE: NONE 1.1 N p �;-,-�2..��©p ►2c� ,( �•y PLAT (SITE PLAN ACCURACY CERTIFICATE I, E.G. Mylonas, am registered under the laws ofthe State of Texas to :. Practice the profession of engineering and hereby certify that the above site plan is true and correct; and that all bearings, distances j and central angles are accurately shown on the plat- angles, curvesce' T v Z3-` 1 •... (Yt ON S r,� P • E. G. - 3 51 #4 BARS VERTICAL 0 24' 0. C. TYPICAL MCKENED EDGE STOOP DETA IS BA E •- T 5 D ON SCALING THE LOCATION 0 n g. N THE FEDERAL EMERG ENCY MANAGEMENT m �- - NT m 2 SLOPE a FF. AGENCY FLOOD INSURANCE RATE MAP ((F.I.R.M.) FOR HARRIS COUNTY PANEL NUMBER ! V a �` m `9 $ S _ _-,$o1Cq4ovPATE04Jov%r4b94,'C; 199G BENCH MARK: 2• MINIMUM COMP. SAND FILL BLaG. �. sNE&,-f sP-1. y COMPACTED SUB -GRAM FOUND' XXQ ##4 B oCVERncAL LEGAL DESCRIPTION: W RONF. SEE I/SP-t---'-", TYPICALMCKENED EDGE : A TRACT OF LAND CONTAINING L83t.AG (Boo*1_ 6Q. FT.) OUT OF DESIGNATED AS } � W H E E L S T 0 P / 5 i D E W A L K DETAIL COMERCIAL RESERVE IN CgEEKMONT SECTION TWO OUT OF THE W. M. JONES SURVEY A- W F- 482 LAP.ORTE HARRIS COUNTY, TEXAS. Z 5 C A L E : NONE m - 44 SCOPE OF DOCUMENTS: THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF t ARCHITECTURAL DESIGN CONCEPT; THE PIMFN51ONS OF THE BUILDING, THE Q ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURE, MECHANICAL, ELECTRICAL = AND PLUMBING SYSTEMS. AS SCOPE DOCUMENTS THE DRAWINGS DO NOT LLI NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BA515 0: OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH 0 ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK � THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLE55 'DATED'. J o GENERAL CONSTRUCTION NOTES: I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND Q SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF STANDARD h+ BUILDING CODE AND CITY OF LAPORTE ORDINANCES. } 2. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR (G.C.) SHALL (]$•' MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE GENERAL. o CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER 'I DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR AND ' 5UB-CONTRACTOR5 SHALL REVIEW AND UNDERSTAND THESE PLANS, VERIFY ALL DIMENSION AND SiTE CONDITIONS, AND SHALL NOTIFY THE OWNER'S REPRE5ENTATNE OF ANY DISCREPANCIES OR DIFFERENCES FROM THE INTENT OF THESE DRAWINGS. • 4. CONTRACTOR SHALL COMPLY WITH LATEST 05HA AND STATE OF TEXAS W • REQUIREMENTS FOR EXCAVATION, TRENCHING AND SHORING. i y1 5. ANY DAMAGE TO EXISTING SiTE IMPROVEMENTS OR SURROUNDING IMPROVEMENT, PUBLIC OR PRIYATE, BY THE CONTRACTOR 5HALL BE REPAIRED OR REPLACED AT jl THE CONTRACTOR'S EXPENSE d 6. DO NOT SCALE THESE DRAWINGS, CALLED DIMENSIONS TAKE PRECEDENCE OYER' SCALE -- "SITE LAYOUT NOTES: d 1. THIS PLAN WAS PREPARED BASED ON A BOUNDARY SURVEY DATED NOVEMBER 13, O 1992, PREPARED BY WADE PIKE, THE WINDROSE SURVEY COMPANY, REGISTERED �•y PUBLIC SURVEYOR NO.4757. HOUSTON. TEXAS, PROJECT NO.6228. a Ld 2. THE LOCATIONS AND' ELEVATIONS OF EXISTING UTILITIES ARE SHOWN IN AN ® ° ' 4 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 0 T11 LOCATION OF ALL EXISTING UTILITIES AND FIELD VERIFY TOPOGRAPHIC un 0 INFORMATION BEFORE COMMENCING WORK AT LEAST 48 HOURS PRIOR TO co0 COMMENCING ANY EXCAVATION, CONTACT THE CiTY OF HOUSTON AND THE UTILITY V, 3 • ` , COORDINATING COMMITTEE, INC. AT (713) 223-4567 (14 HOUSTON);1-800-6694zo Ir v (OUTSIDE HOUSTON) AND TEXAS ONE CALL SYSTEM AT 1-800-2454545, THE Z LU Q L CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR 4NY AND ALL DAMAGE CAUSED �i 1 / � BY HIS FAILURE TO EXACTLY LOCATE AND MAINTAIN THESE UNDERGROUND Q W UTIL Tia- J4 ITIES 3. THE FINISH FLOOR ELEVATION OF ALL NEW BUILDINGS SHALL BE SET A MINIMUM N 1 --� TWELVE INCHES (121 ABOVE THE NEAREST MANHOLE. OR WHERE NO SEWER 15 1 ; AVAILABLE THE FINISHED FLOOR SHALL NOT BE LE55 THAN FOUR INCHES (41 4 J ABOVE THE CROWN OF THE STREET t 4. A REGI5TERED SURVEYOR OR A PROFESSIONAL ENGINEER SHALL BE J - RESPONSIBLE FOR ALL LAYOUT AND GRADING STAKES. PAVING NOTES: 1. PAVING CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND PRO rn RATA C05T THAT APPLIES TO H15 WORK BEFORE CONSTRUCTION BEGINS. ' �- (INCLUDES SIDEWALKS, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, PARKING (.4 U N LOTS AND PAVED AREAS. ETC.-) V �9 0 2. NEW 5' CONCRETE PAVING SHALL BE PLACED OVER COMPACTED SUB -GRADE .NEW ; Q g m a CONCRETE SHALL BE 5 SACK (3000 P50 REINFORCED WITH #3 BARS 0 W 8 � � 18. O.CEW. WITH DOWELED EXPANSION JOINTS (F-J.D.) AT 40'-0' O.C.EW. MAXIMUM �` N m . . AND CONSTRUCTION JOINTS (C.J.) AT 20'-0' O.C.EW. MAXIMUM TO EXPANSION JOINT. a, 7 �Ii SEAL ALL EXPANSION JOINTS WiTH JOINT SEALER. (ALTERNATE REINFORCEMENT 5' m m x 10' SHEETS 6'x6' #616 W.W.F.) (LIGHT VEHICLES - 6,000 LB., LOW .TRAFFIC n VOLUME) "S DiRT WORK NOTES: - W I. CONTRACTOR .SHALL CUT AND FILL SiTE AS REQUIRED 70 OBTAIN FINISHED ELEVATIONS SHOWN ON PLANS. A 2. IN AREAS WHERE THERE 15 VEGETATION SCALP COMPLETELY (APPROXIMATELY 4 W TO 6 INCHES DEEP). STRIPPED MATERIAL CLA55IMED AS TOPSOIL SHALL BE MM STOCKPILED FOR REUSE OTHER STRIPPED 501L SHALL BE HAULED OFF OR l+I SPREAD ON SiTE AS DIRECTED BY THE OWNER. RUDB15K DEBRIS; AND OTHER VNI OBJECTIONABLE MATERIAL SHALL BE ' P15FO5ED OF OFF PROJECT SiTE BY A CONTRACTOR. 3. THE SUBGRADE SHOULD BE PROOF ROLLED TO EVIDENCE ANY SOFT 5POT5 WHICH SHOULD BE;EXCAVATED TO FIRM SOIL. 4. SCARIFY TO A DEPTH OF 6 INCHES EXPOSED SUBGRADE MOISTURE CONDITION TO p r o j e C t ABOVE OPTIMUM AND RE -COMPACT TO 95% OF THE MAXIMUM DRY DENSITY A5. DETERMINED BY ASTM D-698 AND IN CONFORMANCE WITH 5011.5 REPORT REQUIREMENTS. 5. SELECT FILL SHALL BE PLACED IN MAXIMUM 8- LIFTS AND COMPACTED TO 95% OF d 0 t e :THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 AND IN- -- L CONFORMANCE WITH WILD REPORT REQUIREMENTS. 6. STABILIZE EXISTING SUBGRADE IF REQUIRED BY THE 501L REPORT OR IF THE 3 CONTRACTOR AND THE OWNER AGREE, A5 AN EXTRA. IT 15 NEEDED TO PROCEED' d 0 W n WITH THE CONSTRUCTION SCHEDULE -0• 7. IF STABILIZATION 15 NEEDED SCARIFY TO A DEPTH & 6 INCHES EXPOSED SUBGRADE AND RE -COMPACT TO' 95% OF THE MAXIMUM DRY. DENSITY A5'; sheet no. DETERMINED BY A5TM D-698, TREATED V ITH TYPE 'A' 8% HYDRATED LINT - ---------- SLURRY. ON A DRY WEIGHT BA515.: THIS LIME STABILIZED BASE SHALL EXTEND MINIMUM OF FIYE FEET (5) BEYOND THE BUILDING SLAB AND A MINIMUM OF FEET (2) BEYOND THE PAVEMENT. ' 1 • e gu. t a .0 ' cai w z o 0 w m� � z o z o � a o o � ; 5 a, z a I � 4I 'a I i¢ II o YU } �o= O ¢a o O o � >. W W W z to O O `V o?Oo DO �r M M N N II ! r t I t 1 t �I 5-TORM DRAINAGE CONSTRUCTION NOTES: 25 CONSTRUCT NEW CATCH BASIN, INLET 1. WITH CAST IRON FRAME AND GRATE (*eV-'1i)TIG = 26.15, FL = 21.8 SEE DETAIL 2/5P-2 26 CONSTRUCT NEW CATCH BASIN, INLET-2 WITH CAST IRON FRAME AND GRATE )r/G = 26.15, FL = 21.5 SEE DETAIL 2/5P-2 27 INSTALL UNDERGROUND DETENTION SYSTEM 1800 FEET 36"o PLASTIC CORRIGATED PIPE AND FITTINGS WITH SMOOTH INTERIOR, PLACED A MINIMUM OF 2'-O" TO 3'-O" APART. 28 NEW DRAIN PIPE - 28 L.F. OF 12"E CONCRETE PIPE SLOPE AT 0.44% BETWEEN i EXISTING CITY MANHOLE IN STREET R.O.W. AND INLET.-2. WITH 6" 0 5CH.35 SOR RE5TRICTOR 15 (21.95 Q Ems/ rf ff STM � FR i 44 -� 25 55 12-01 1�/Itloll ,II/IIIIIiI����j1//11111 1111�1/1' "P510 (LRoM.t,�( i w tlry afaMaN cY11 N.°1 n•�• ,Mr a..f.•. L o•a rwo from•% Aar arafl• Aa loch Mfpf. 1. Mq t r, aa • a/N 0VA sack uarra a' rh/•r. t aau 440 Mr/q re MIDI rAa Sw Ah/ Nppa/r�wM�1 or rrpa a /nNfa. .. r:w*MWAK • ?f�CT�/OvN il•A" 2 DOUBLE 'B° INLET DETAIL 21.3 21 vi) 21.4 \ V\ rl" L__ 241�: NEW Colo x 4' LONG F.Y.C. RESTRICTOR PIPE INSIDE A 12'o OUTFALL PIPE TO D15CHARGE AGRICULTURAL RUN-OFF (0.50 CF5 / AC) SOLID GROUT OUTFALL TO R.O.W. DITCH OR STORM f-CATCH-q SEWER BASIN OUTFALL PIPE 51ZEP FOR FULLY DEVELOPED DESIGN CRITERA (2 C51' / AC) eo CATCH BASIN OUTFALL DETAIL t. S C A L E: N 0 N E l I \' 11.E I yr Ft_ \ ON SITE DETENTION DESIGN: VOLUME COMPUTATIONS TOTAL AREA OF 51TE = 1.836 ACRES AREA TO BE DEVELOPED = 0.648ACRES 0.648 x 0.45 x 43,560 = 12,703 CU FT (0.02916 AC -FT) OF STORAGE REQUIRED BY HAFP15 COUNTY FLOOD CONTROL DISTRICT (H.C.EC.D.) METERED OUTFALL COMPUTATIONS AREA OF DEVELOPMENT: 0.646 AC x 0.50 CF5/AC (AGRICULTURAL ci) = 0.324 CF5. RESTRICTOR PIPE, SIZED FOR A 3.0' HEAD, SHALL BE AN 6"0 x 4' LONG 5.D.R. 35 (P.V.C.) PIPE PLACED IN51PE THE 12"0 R.C.P. OUTFALL PIPE. DETENTION CALCULATIONS VOLUME = 1600 FEET 36" 0 PLASTIC CORRIGATED PIPE 0 7.069 CU FT/FT WHERE: TOTAL DETENTION STORAGE VOLUME PROVIDED - 12,724 CU FT FSu. QIL•ADE \ = 0292 AC -FT array �i/�//i "�•i8/i/y .. /z MIN `, MIK DETENTION SUMMARY 1. AREA SERVICED = 0.648 ACRES 2. DETENTION STORAGE RATE = CS = 0.45 AC FT/AC 3. DETENTION STORAGE VOLUME REQUIRED 12,703 CU FT 02916 AGFT 4. DETENTION STORAGE VOLUME PROVIDED = 12,724 CU FT 0292 AGFT 5. MAXIMUM DESIGN WATER SURFACE ELEVATION 26.15 FEET 6. MAXIMUM OUTFLOW RATE ALLOWED (0.648 x 2.0 CF5/AC) 1296 CFS 7. MAXIMUM OUTFLOW RATE PROVIDED (0.50 CF5/AC) 0.50 CF5 8. RESTRICTOR SIZE = 6"0 Fry rL TI41: Fl1iU I I� ` -1,4 S Tiq I'� E Plyi� FU u �1'L�S�' u w - --- ,I�� STM - - S5 IuLrIr 25 -_- IL, M {-I_ iRUPd/'�•G{.1l�it,� �--�' f\I• D r •�•� ou i u L. � r , r� 2 � I �-. Ft, I �, -1 � -- --- y m- I tltNA -_" _; -_ F --Fe LVn. ar dRON L°Plc a Luu! N S DIAN ISDOM S U INGR RD +. L z Noel _ COY N no SITE C losoc t f B ER CRK m .! CKS CRST19 V = 1•y` 1- •g g4 m UGAR VLLV.VI �, ! ONE�'S IS NORTH 4r i�t' 1 C:i � � ■��sii � • H k♦ 8! OLDORCN D4 vicinity mad $ NO SCALE KEY MAP NO. 6994V Q a ffi 333 FLOOD HAZARD BOUNDARY: o THIS TRACT LIES WITHIN ZONE'X' OR AN AREA OF MINIMAL FLOODING. THIS STATEMENT 15 BASED ON SCALING THE LOCATION ON THE FEDERAL EMERGENCY MANAGEMENT$ AGENCY FLOOD INSURANCE RATE MAP (FJ.RM.) FOR HARRIS COUNTY PANEL NUMBER 4,fo11',940" PAri'p {lqv- C. I'IyC, BENCH MARK: USC & G SURVEY MARKER - BRA55 D15K IN CONCRETE AT INTERSECTION OF STATE X HIGHWAY 225 AND HIGHWAY 134. ELEVATION 20.62 (1978 ADJUSTMENT) uJ TBM: SQUARE CHISLED ON TOP OF STORM SEWER MANHOLE ON THE EAST SIDE OF W (v UNDERWOOD 180 FEET NORTH OF THE IN5TERCTION WITH MYRTLE CREEK. ELEV. 25J2 j LEGAL DESCRIPTION: v A TRACT OF LAND CONTAINING 1.89mAC, (8,1 -6.0 SQ. Fr.) OUT OF DESIGNATED A5 y COMERCIAL RESERVE IN CREEKMONT SECTION TWO OUT OF THE W. M. JONES SURVEY A- - 482 LAPORTE HARRIS COUNTY, TEXAS. _ STORM DRAINAGE NOTES : _ 1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY w ALL. FEES AND PRO RATA C05T THAT APPLIES TO H15 WORK BEFORE CONSTRUCTION BEGINS. (INCLUDES OPENING IN STREET, BORE AND JACK, TIE TO O -5 - / CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECTION TO to B i4 i DRAINAGE SYSTEM, CATCH DA51N OR OUTSIDE AREA DRAIN, AND GROUND IN -j STORM DRAIN PIPE, ETC-) �-` - 2. THIS STORM DRAINAGE SYSTEM 15 DESIGNED FOR A 3 YEAR FREQUENCY RAINFALL HAVING A MAXIMUM ALLOWABLE RELEASE RATE OF 2.00 C.F.S. PER ACRE. 3. CONTRACTOR TO PROVIDE TEMPORARY MEASURES TO CONTROL STORM WATER (� RUN-OFF DURING CONSTRUCTION AS REQUIRED TO MINIMIZE EROSION. `9 4. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE J ° POSITIVE DRAINAGE. NO RUN-OFF SHALL DRAIN ONTO ADJACENT PRIVATE PROPERTY. NO DOWNSPOUTS SHALL DISCHARGE ROOF DRAINAGE WITHIN 10'-O' OF ADJOINING PROPERTY LINES. 5. MAINTAIN A MINIMUM COVER OF ONE (1) FOOT OVER ALL NEW CONCRETE AND P.V.C. STORM SEWER DRAINAGE PIPES. (ALTERNATE CAST IRON PIPE) 6. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR GUTTER GRADES UNLESS SHOWN OR NOTED OTHERWI5E. LiL SITE LEGEND: f }' EXISTING W NEW 12'5 - - SANITARY SEWER LINE .11al.wal,ImIll 4.5 -- - 81W - - WATER LINE 8'W 618' 5T STORM SEWER LINE T.� 12.5T �s -- -- O/E - OVERHEAD ELECTRICAL PIE -- -- O/T - - OVERHEAD TELEPHONE PIT - - - - UIE - - - - • UNDERGROUND ELECTRICAL - U/E _ �y G -- - GAS LINE Lim G 0 O ` --- -- PITCH OR SWALE ------- (27.0)-------- CONTOUR LINE (27.0) -- 0 ® MH MANHOLE O '^ 0 1 ®cB CATCH BASIN gmce vJ ®JB JUNCTION BOX �JD O 0 • C0 CLEAN OUT C co Q z Z CURB INLET J Q ®PP POWER POLE OFF CJ 0 ELF LIGHT POLE OIP *nl FIRE HYDRANT' *rd FII. FLOW LINE FIB 1 TIR TOP OF RIM T/R TIC TOP OF GRATE TIG TIC TOP OF CURB TIC G GUTTER LINE s TIP TOP OF PAVEMENT TIP i CENTER LINE SPOTELEVATIONS pop X W " F,y u CV Q' 0 7' n a moo v q�c� O U p r V1 OHM �' U$" y O W (n n w a M MM� p r o j e c t d a t e I°U DEC IOIo d r a w n sheet no.:; f a f z 0 I W w Z sa " W CD 9Iz' w z_ ¢;m o a R O, o & = 0z 0 o x z 5 a T- I iz z 0 LL i _1 U H W z 'm o A w o z s.¢ y A O 0 p 6 _ o O �a �s o' w kn°� cq o G�1 Q N M PLANT SCHEDULE MK DESCRIPTION CTR SIZE QTY TREES A + COMMON NAME: (D) TEXAS REDBUD BOTANICAL NAME: Cercls canadensls var texensls cultivars 40 1Vz" cnuPeR 5 RESIDENTIAL SHIELDING B %: COMMON NAME: OLEANDER y' 5' GAL 32 STREET SHRUBS C * COMMON NAME: WAXLEAF LIGUSTRUM BOTANICAL NAME: LI ustrum ja onlcum 2.6 1.5 GAL 30 + (0) MEANS DECIDUOUS, AND (E) MEANS EVERGREEN SHRUBS TO HAVE A TRIMMED GROWTH HEIGHT OF NOT LESS THAN 18' OR MORE THAN 36' WITHIN TWO (2) YEARS OF PLANTING. SHRUBS TO HAVE A TRIMMED GROWTH HEIGHT OF NOT LF55 THAN 4. OR MORE AT TIME OF PLANTING PLANTING. 3 W� J \j �I In 0 j- ; 17 ri- S 4:�:D SPRAY WITH ANTI-OESSICANT - - PRUNE 1/3 LEAF AREA, BUT RETAIN NATURAL FORM OF SHRUB REMOVE BURLAP FROM TOP OF BALL GROUND LINE SAME AS NURSERY 3' MULCH (1' AROUND STEM) CONSTRUCT 3' SAUCER RIM, FLOOD WITH WATER TWICE WITHIN 24 HOURS OF PLANTING ARRANGE ROOTS OF BAREROOTED PLANTS IN NATURAL POSITION. DO NOT MAT OR TWIST ROOTS PLANTING MIX CONVEX BOTTOM 5HRUD PLANTING DETAIL (2) PIECES OR REINFORCED RUBBER HOSE AND ,#14 GA. WIRE 2" x 2" x 8' WOOD STAKES STAIN BROWN r 2' PINE BARK (MULCH) 120 IF NO GROUND COVER TEMPORARY SAUCER NOTE: 12' .! • ' o THIS PLANTING DETAIL FOR DECIDUOUS TREEStl i9 TREE PLANTING DETAIL SCALE: NONE SCALE: NONE •L) N D L_ 5 304>I (i 150- ✓ GENERAL LANDSCAPE NOTES: 1. ALL LANDSCAPING SHALL COMPLY WITH THE CITY OF PASADENA ORDINANCE /���� r e V i s i o n s - LATEST REVISION ko_&J_A't4 I01 iq- 2. ALL PLANT STOCK SHALL MEET THE STANDARD FOR NURSERY STOCK ! S 'F f-S� L'1 `I 1 SPECIFICATIONS. AS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (1966 EDITION). 3. ALL PLANT MATEMAL TO BE BALLED & BURLAPED AND TO CONFORM TO U.S.A - STANDARD FOR NURSERY STOCKU.S.A. Z 60.1-1969. 4. LANDSCAPER SHALL FURNISH ALL MATERIAL AND LABOR; INCLUDING PLANTS, PLANTER FILL MATERIALS, MULCHES, SPRINKLER SYSTEM (IF SPECIFIED), TOP PRESSING. SOIL PREPARATION, DECORATIVE ITEMS, INSPECTIONS. TRANSPORTATION, WARRANTY, ETC_, NECESSARY FOR COMPLETION OF ALL LANDSCAPING REQUIRED HEREIN EXCEPT AS MAY BE FURNISHED BY OTHERS AS -, DESIGNATED. 5. LANDSCAPER SHALL PROVIDE ALL PERMITS AND LICENSES REQUIRED BY ` MUNICIPAL REGULATIONS. ALL WORK MUST MEET MUNICIPAL CODES. IF CODES ,' B EXCEED OR DIFFER FROM THE PLANS AND SPECIFICATIONS, CODE WILL HOLD+& f4 PRECEDENCE. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPER TO BE g� FAMILIAR WITH SUCH CODES AND BID ACCORDINGLY. 6. LANDSCAPER TO GUARANTEE WORKMANSHIP, PLANTS AND MATERIALS FOR A ' PERIOD OF TWO (2) MONTHS. WARRANTY SHALL AL50 APPLY TO ANY LOSS ORI DAMAGE CAUSED BY DEFECTIVE WORK AND/OR MATERIAL, VANDALISM OR THEFTy 8 B 6 PRIOR TO COMPLETION AND ACCEPTANCE. g� x 7. PLANTS SHALL BE TYPICAL FOR THEIR VARIETY AND SPECIES. SOUND, HEALTHY, ffi VIGOROUS, FREE FROM PLANT DISEASE, INSECTS OR THEIR EGGS. THEY SHALL $ HAVE HEALTHY, NORMAL ROOT SYSTEMS AND SHALL NOT BE ROOT BOUND. a 8. ALL FLAW MATERIAL SHALL BE HANDLED IN A CAREFUL MANNER DURING TRANSPORTATION AND INSTALLATION. 9. PLANTS SHALL NOT BE PRUNED OR TOPPED BEFORE DELIVERY. 10. THE OWNER RESERVES THE RIGHT TO APPROVE ALL PLANT MATERIALS. 11. PROVIDE AND INSTALL LANDSCAPE AREA BORDER MATERIAL AT ALL LANDSCAPE AREAS NOT BORDERED BY CURBS, SIDEWALKS OR PAVING. 12. EACH PLANTING AREA 15 TO RECEIVE A MINIMUM OF 51X INCHES (61 OF PREPARED Ui 501E CULTIVATED TO A TWELVE INCH (121 DEPTH. PREPARED SOIL SHALL BE A MIX AS FOLLOWS: 2/3 SANDY LOAM TOPSOIL, FREE OF ROOTS, ROCK, WEEDS AND . OTHER DEBRIS, 1/3 PEAT MOSS OR APPROVED ORGANIC MULCH. SOIL ADDITIVES TO BE GRANULAR FERTILIZER OF A 12:1 RATIO. SOILS OF HIGH ALKALINITY OR W ACIDITY SHALL BE TREATED APPROPRIATELY TO CORRECT FOR LOCAL Z CONDITIONS. LL m 13. THE USE OF ON -SITE TOPSOIL IN THE PREPARED SOIL MIX IS NOT ALLOWED. r U 14. ALL PITS FOR TREES SHALL BE EXCAVATED WITH BOTTOMS LEVEL. THE DIAMETER N OF HOLES SHALL BE TWICE THE DIAMETER OF THE BALL, WITH EIGHT INCHES (81 OF PREPARED SOIL BELOW THE BALL. COMPACTED SOIL AT THE SIDES AND BOTTOM a SHOULD BE LOOSENED BY SCARIFYING. PITS SHALL BE BACK FILLED WITH = PREPARED SOIL AND THOROUGHLY SETTLED BY TAMPING AND WATERING. SEE DETAIL 3/5P-3 w CL 15. SHRUBS SHALL BE PLANTED IN PITS AT LEAST TWELVE INCHES (121 GREATER 1N m DIAMETER THAN THEIR BALL, WITH AT LEAST 51X INCHES (61 OF PREPARED SOIL —I BELOW THE BALL. COMPACTED 501L AT BOTTOM OF PIT WILL BE LOOSENED AND PIT FILLED TO THE REQUIRED GRADE WITH PREPARED SOIL THOROUGHLY SEMED BY TAMPING AND WATERING. SEE DETAIL 2/5P- 16. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE SET 50 THAT THE CROWN OF THE PLANT 15 AT FINISHED SOIL LEVEL OR SLIGHTLY ABOVE. DEPENDING ON LOCAL SOIL DRAINAGE CHARACTERISTICS. 17. ALL BEDS TO BE TREATED WITH GRANULAR PREEMERGENT WEED CONTROL PER MANUFACTURER'S SPECIFICATIONS. USE TREFLAN OR EQUAL J 18, IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED, ALL TREE AND SHRUB PITS SHALL BE MULCHED WITH A THREE INCH (31 LAYER OF PINE BARK. Q THE LIMIT OF THIS MULCH FOR TREES SHALL BE A SIX FOOT (6-01 DIAMETER AND FOR SHRUBS IN BEDS, THE ENTIRE AREA OF THE SHRUB BED. 19. ALL TREES SHALL BE STAKED IN ACCORDANCE TO ACCEPTED NURSERY STANDARDS. 5EE DETAILS 3/SP-3 20. SOD/SEEDING AREAS SHALL BE PROPERLY' PREPARED, FINISH GRADED AND HAND ROLLED PRIOR TO THE PLACEMENT OF 500 OR SEED. AREAS TO BE SEEDED SHALL RECEIVE FOUR INCHES (41 OF TOPSOIL (ON -SITE TOPSOIL ACCEPTABLE). W SEEDED AREAS SHALL BE RE -SEEDED A5 NECF55AFY TO PROVIDE AN EVEN STAND OF GRASS. 21. LANDSCAPER SHALL REMOVE ALL TRASH AND DEBRIS FROM SITE DAILY. THE / R PREMISES SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES WHILE WORK IS IN v PROGRESS. 22. LANDSCAPER SHALL, AT SIXTY (60) DAYS AFTER COMPLETION OF INSTALLATION, MAKE AN INSPECTION AND PERFORM ANY WEEDING, PRUNING, FERTILIZING AND GENERAL CLEAN-UP NECESSARY TO INSURE NORMAL PLANT HEALTH IN ALL PLANTER AREAS. LANDSCAPER SHALL AT THAT TIME REPLACE ANY DEAD OR WEAK PLANTS AND RE -SEED AS REQUIRED. 1i 23. LANDSCAPER SHALL PROVIDE, TO THE OWNER, PLANT CARE PROCEDURES FOR O 0 EACH PLANT TYPE USED IN THE FINAL LANDSCAPE FLAK .THESE PROCEDURES SHALL INCLUDE WRITTEN DIRECTIONS FOR WATERING, FERTILIZING, WEEDING AND U. OC Q PRUNING. J o a 20,482 sq. ft. x 6% -1,229 sq. ft, LANDSCAPING REG. 3.500 sq. ft. PROVIDED Z0: w w 0- QO z U rn J' o Qz s a n r�os U din O v5" caox rn h a wA p r o j e c t GPI 1 oa 2- d a t e dry�a w n sheet no.