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HomeMy WebLinkAboutBAYSHORE FINANCIAL SITE PLANiHS e P 6 -, - Construction of Facilities and/or Paving Work within Public Right-of-\iay �xn Fe .. �r1/- • %� - _ .: s Count Public Infrastructure Department Permits - . Notifications (permit) issued by Harris y P_ • � _ Right -of -Way. a project must be W 0 osed work within Harris County Ri lit of 1Vn . The S TYPE OF DEVELOPMENT office isregnirzdforpr p 1. tY € Y P � � � 6 � must be there cared Notification. Be advised that a Notification ADVICE 'approvedpnortoobtammg 4, .. • :. H NAICS 523930(INVESTMENTemlir ne6n e. For additional information, tense e�e ,. ) approved separately from site development p package. , P �ryq �. W . .. J... - y �. T Public Buie v o . nnil or contact Pu Ii R / o c i n lofconshncll n l visit lit ./Poc id.or ermus i n tltl a 1 i S !L-R_-a�F ------ S ' E HYDRANT J r✓ UMBERiSi EXIST. FIRE - � r ' HCAD N Ins Inspections Depnrhnent @ (713) 274 393 L � S 1 q LI 8 WATERLINE DRTE 125 268 000 0003 EXIST _ LAP i - - - cam- cam- cam- cam wIR wrR cam can > - - - :- w1R- ivrR- wrR- cam- cam- wrR- wm- w1a- w1R- cam- cam- wrR- w1R- weR- cam- w1R- wrR- writ- cam- w1R wR1 vRR cam cam cam cam vm1 wn1 cam IPAL AIRPORT cam w1R wIR wrR w1R cam !` MUNIC EXIST. 18 WATERLINE �QN_ -1 Wm_ cam- cam- can FLINTROCK - 1= - :. - - Wm- yne_ ffiR- WM- M- Wm- WIR- Wm- W1R- WIA- WIR Wm- WfR- WfR- WIR WIR- Wm- Wm- Wm- WIR- YlIR- wfR ` W1R- W!R Wm WIR iWiR 1- GENERAL COMMERICIA! -can-wlR-cam WrR Wm cam Wm wrR m� can: cam cam - D Q Q��/t��Ep ry'`'ry"' - ,Y+' N^'q� - ,,N.y`Y' RH 4ry ryry ry'y'LT'. BAYSHORE FINANCIAL ADVISORS LEGEND ALLEY FLOW w 10910 SPENCER HIGHWAY, SUITE F 100 YEAR SHEET MEADOW LA' PORTS TEXAS 77571-4538 PARKING LEGEND: 100-YEAR SHEET FLOW PATH a� �� �.F�' I I G ENVALLE , ti CREST SPENCER DEVELOPER 1 STANDARD STALLS 9 x18 P REEKVIEW HIGHWAY 0 w N 2 HR ACCESSIBLE 10 x2 / � �� .� � BAYSHORE FINANCIAL ADVISORS � � � ( � SPENCER HI 5 ISLAND ��� ��� ��� >����G�� Q�<>�� PROJECT LOCATION 10910 SPENCER HIGHWAY, SUITE F �� �� e� e0 Sep ye h LA PORTS, TEXAS 77571 .4538 F kry I BUILDING DESIGN STANDARDS ry --- - �� A PORT Cq CO YNWDDD TIER 3 _ W CLEARING PERMIT: w L DOGWOOD Po 27,910 n (IRRIGATION) Z ( D p ( ) SPENCER HIGHWAYN IDLEWDD n n 1-12 x1 SADDLE IR CoCoL 4 rNG RY LANDSCAPING NOTE: 1-12 x1 SADDLE (POTABLE) 1 1 METER rN _ _ n _ „ EXIST. cork. cuR6 & GUTTER ¢ I A CLEARING PERMIT WILL BE REQUIRED BEFORE ANY swo©D � Mut_sER 1 1 METER 1 1 BACKFLOW PREVENTOR (10o R.o.w.) 3 TREES 'ARE REMOVED FROM THE SITE. urer OLLINGSWOO ALL NEW/PROPOSED LANDSCAPING SHALL BE PROVIDED WITH AN SEE SHEET 4a FOR RPZ BACK �, APPROVED IRRIGATION SYSTEM. A SEPARATE PERMIT IS REQUIRED 1/rLL BIRCH ADJUST MANHOLE FLOW PREVENTER DETAIL FOR SIDEWALK TiE-IN DETAIL � ( MEs(auITE ' AT THE TIME OF BUILDING PERMIT FOR PROPOSED IRRIGATION T.B.M.="X" Top of Curb. - Ns� FUTURE DUMPSTER NOTE: PECAN o SYSTEM. =zzs7• SEE SHEET 5,. DETAIL TYPE 12 W 1 Z la W ❑ _ _ ❑ Ix F MATCH EXIST. PROP. 4---SIDEWALK � , � e � � I oar; �� � �� � � � �ti 76 � ANY FUTURE TRASH DUMPSTER WILL BE REQUIRED TO 3 W SANITARY SEWER NOTE. ELEVATION ,. , v ry• ry - ¢ r Y BE FULLY SCREENED IN ACCORDANCE WITH SECTION A ell Manhole ryY^np a v - ��,ti 106-752 OF THE CITY OF LA PORTE CODE OF Slanai a ( m ry. ALL ON SITE MANHOLE &SANITARY " _ EXIST. 8 WATERLINE �<Y- WIN o� ryFo ryry �� ry ORDINANCES. AP SEWER LINES ARE TO BE PRIVATE. FND. uz - ` W1R WIR _�, �,_ Wm- - - - VICINITY M 1170..QL1_ . r.. c� yq^,v`�' a<,r, ' _-CressWQlk=Si nal_ FND. I/2" I.R. 190.45 2 Pf ehne Easement H.C.C.F. No. N313945 0 "� P , ) <t R=15 ry Detention Volume Calculations (Parking Area) (BEARING CONTROL) R=1 5 ry ,CNi : x . ° CEtEc 12 U.E. , 12 U.E. <,v Proposed Pond Top Area (SF) 6514.50 PAYING NOTES EXCEPT DUMPSTER PAD). - - - - - 5- " " Proposed Pond Bottom Area(SF)1673.00 5-year 100-year 5 x 20 A.E. 5' x 20' A.E. - - x ;. p - -r T y, >� v . - Average Area (SF) 4093.75 b 84.1400 125.4000 o . o �� :. d _ gna Control Box EXPANSION JOINTS TO BE EVERY _ �� 1 E ry TC 23.55 ;-:;: o hti I Average Storage Depth (FT) 0.50 d 17,8000 21.8000 _ . Y 4 Y - - ON JOINTS TO ry FG 2 .05 :.:•: o.os a o.�ss1 o.7sao 30 FEET. CONTRALTI NISI ILITY SITE TRIANGLE _ ' 72 � x tr ,� _ <,. •-••:• • � � Detention Provided m Pond (acre feet) BE EVERY 30 FEET ALTERNATE TIC 23. o� TIC _ 3.41 FG 23.22 ry FG 22.91 y 'Y 9I .. AND CONTRACTION ..;.:.., �° v FENCING NOTE. Area (acres) 0.59 - EXPANSION JOINT ` : .....,ti �� ti ' Tc(Min),24.1 1 JOINT EVERY 15 FEET. I - 2.86 ) .... �., ti -TIC 23.24 � FG 2 � ..�.::..n tirry _ � 22.66 ., .. ry 2. CONCRETE TO OBTAIN COMPRESSIVE FG e FG 22.74 , ;r o''- a :. 1. SEPARATE FENCE PERMIT REQUIRED. FG 22.80 a x ry STRENGTH OF 3,000 PSI AT 28 DAYS. I ao ry� s ;..:.:: ti ((5-year) 4.43 Cf (100year) n , ..;..... ry.ti� 2. ALL AREAS CONTAINING OUTSIDE PROVIDED ry x x 3. 6 DOWEL CURB TO BE P � D. PVC SLATS I (too -Year).. 7.11 1.25 x STORAGE MUST SCREENS ry _ AROUND THE PERIMETER OF THE SITE .:;.... TC - 23.01 I ..•,• . I ARE REQUIRED IN AREAS WHERE OUTSIDE ,..,:... = NOTE: os5 SHEET 9 FOR DETAILS . _ F 22.51 Ce 0.3 Cp SEE SH ) • TIC 23.41 x ti STORAGE IS ANTICIPATED. ( I I ryI _ ELEVATION a 5- ear cfs 0.78 2.21 4. CONC. PAVEMENT TO BE 5.5 THICK FG 22.91 If,,. � _ ..:... ,. , Q(v )( ) _ , ,�� FG 22.52 � � n Reserve 38. . :... .F:•.•:^ v :...: TC 23.55 •.•::,.f ti� o� 100- ear cfs 1.57 4.44 w 3 REBAR ON 16 ,CENTERS E.W. 0.5881 ACRE „ FG 23.05 TIC 23.55 0 SAND: � 9 r ,. •:....: OVER 2 F � ry QUALITY PERMIT. _ � � x � ..;.; .. CITY OF LA PORTS STORMWATER - 5. PROVIDE AN EXPANSION JOINT AT THE FG 23.05. ,, ,:..;. _ Menning's Equation CIRCULAR 1p Vic.. Y`' °' .•....:.�:: R-1O LEGEND: .... ... ' PROPERTY LINE ON ALL DRIVEWAYS. : � :. ,�... 'a c :..::.. < U.E. Easement .:..... Y A STORMWATER QUALITY PERMIT IS REQUIRED :BEFORE ry I a n value 0.013 .... REMO h ,, TING SIDWA � PROP.- i ,>� to :;:t;:;. Ay n D.E.=DmmegeEasement ANY DIRT IS DISTURBED ON SITE. G 23.0 : st - N W REPLACEi`�+1 7 CONC. First Term 114.61538 PROPOSED STORM SEWER "" O ?;; c' G DRIVE J`0. ilding Easement _ av ry, I � •::.: ;� g o PER HARRIS COUNTY DE IL B.L. By ' : Pipe Diameter (in) _ 15 a� : ; •,'i; ;.x 1 ,• G.E. Guy Easement P .r . x3: 'Y SEER P DETAIL :..;.:• . LR.=1ronRod - $econdrerm -0.4605043 „ MATCH EXIST. PROPOSED ON SITE UTILITY NOTE. THIS SH E �� 2 rya :.,. A PROP. TYPE A INLET O :::"=':: ELEVATION I I.P.= Iron Pipe Grade(/D) 0.35 O TG 22.02 x P.I.P. Pinch Iron Pipe a 0.0591608 _ y? � •.`' - � o O ::-.':... � � I ACTOR TO TAKE CARE IN PLACING ALL Third? Term • CONTRACTOR FL = 18.29 S I xry o<< ..:. • _ P.P. = Power Pole VICTOR PERES ti . R 10 �'3 $ Area 1.2265625 RESERVE "3A" SPENCER HIGHWAY �► xry I UNDERGROUND UTILITIES. MAKE ASSURANCE i� R ry<� ': EXIST. SIDEWALK m Sim. S.E. = Storm Sewer Easement RESERVES 1, 2 & 3 & R/P _ ^ ' =tip p _ NO CONFLICTS EXIST BETWEEN EXISTING Q(cfs) 3.8300135 B PROP. 29 LF 15 HDPE FL - 23.10 N _ wti�� ,o oti� �.: San.S.E'. -Sanitary Sewer Easement V (1t/5) 3.1225588 O ♦ ry-"�. v "�` H.C.c.F'No.= Harris County Clark File Number AND PROPOSED UTILITIES. STM. SWR. CAD 0.35% Reserve 2 a -! PROP. 2,370 SF m _� i�:.':.:.,; _ tiry``•' O. ry. I Wood Fence PROP. 49 LF DITCH BUILDING FOOTPRINT max, x c,,� ry FF = 23.80 C 22.9 �'.r::. + NO CURB Z ®, = Storm sewer Manhole `�+ CITY APPROVING AUTHORITY CERTIFICATE ® 0.15% 5� ' HPROVIDE 1" LIP FGI = 22.41 `. I- � �'o I � = TramcSign _ O NOT USED o Reserve 3A v� I c .` q M1.'r. TR a :2 ry 0 DOOR FACE rr' n tee::•: - • 0= = Light This is to certify that the City of La Porte, Texas has approved this site plan and development f = FG I=z' - 6 it`.:rit N 9 Bayshore Financial, 10935 Spencer Highway, in conformance with the Ordma es of the City of La n n ( ELEV. 23.52 xry. 3 l c - O PP, Power Pole of La Porte shown on the site Ian. t , PROP. TYPE A INLET _ s Q W - I- ' O ryo� FL 22.1619 ::.`.";:: N x C�D� = Electdcline P ' V (PROP. 6 RESTRICTOR ON DOWNSTREAM;' I -FG - 23.11 -'�<� = Electric By. SEE DETAIL SHEET 4a) m n5 ©, = Communications Pedestal rector, onnin Department TG= 21.85 \\ 04 I ' ry �� SITE PLAN ACCURACY CERTIFICATE n (Water Meter ry a a� wv 1, RodneySlaton, am registered under the laws of the State of Texas to practice the V FL = 18.19 (N & SE) _ <. s a a f = Water FG 22.55 � s � I Q< .. r. 9 I ,o h � I profession of engineering and hereby certify that the. above plat or site plan is true and 5y o II ,^t Y<>o '' o ryryti� ::;;:;:;: PROP. 89 I_F-DITCH correct; and that all bearings, distances. angles, curve radi(, and central angles are accurately. By; •- t :: ryti a 6 I EIN&ORE FI AkIAL ERVI �S ° �d ® 0.15% TC', = Top of Curb shown on the site plan. City Mannar E NOT USED rye, O �'<° fY>h :._.; FG O ( FG 22.49 / Finished Grade RESERVE 36' SPENCE HIG WAY x^ I ESERVES t 2& 3& R P :;.; H ' PARKING CALCULATIONS: Rodney Registration . 9 n _ „ I F 1 :::•::; : i etiTexas Registration No. 90298 F PROP. 39 LF-24 RCP Fl PROP. 18 LF 24 RCP yFG 22.9 ,� • I ::::;.: ,, �,, ,e , O O �• o 0.35% STM. SWR. ® FG 22.47 A N o� II _ STM. SWR. ®0.35 ..'. 2 370 SF OFFCCE 4 PER 1 000 SF _ x >� ,.�`� 1 � ( / • ) - 9 SPACES e x c ^..:. REMOVE E 1ST. SIDEWAL ry E II CA iNG RE UIRED ;,, ,� � � ..:.. &ADD HR RAMP SE 9 PROVIDED 9<20 THEREFORE N0 LANDS P Q FLOOD sTA-rEi,�ENr F2 PROP. TYPE. C STM. S M (I �� ( ( >( ryo C 22.70 :•':'. '. SHEET 5 LEGAL DESCRIPTION n. ) A O _ _ F ..... IN PARKING ARE , _ - �. .:. THE PROJECT IS LOCATED WITHIN FLOOD ZONE TR FLUSH w FINISHED GRADE FG 22.29 Y SEWER / F e „ „ „ " PROPOSED SANITAR • F1 � :ry :•- TYPE 7 RA P UNSHADED X PER FIRM MAP 48201C0945 SUFFIX L SPENCER HIGHWAY c 69 I , DETENTION REQUIRMENT CALCULATIONS RESERVE 38 SPEN R FL 18.03 ' N "& E ( ) I �O R-12 ( ' DATED JUNE 18, 2007: RESERVES 1, 2 & 3 & R/P - _ - 6 y DEFMMON WORACE REQUIRED: - 13 LF 4 PVC SDR 26 h .o ) G PROP 1 x n. xry -,M 10 C.,, B pry PROJECT AREA : 0.Saai ACRES O <,G N Q• _ SAN. SWR. C� 1.00% .� �7,71DEWALK. v - HARRIS COUNTY DETENTION CRITERIA0.85 ACRE-FEET/ACRE MOVE DETENTION REQUIRED FOR INCREASE FLOOD PLAIN SS 0:00 ACRE-FEET• Fx C.'•: REpy' I - DETNTION REQUIRED DUE TO FlLL INFLOOD PLAIN 0.00 ACRE-FEET If)�qA.^TOTAL.REQUIRED DEm+TION 0.0o ACRE-FEET .. : 2 17 16 tst SUBMITTAL.. .... ,�04 �:EXIST.DETENTION PROVIDED ON -SITE 0.05 ACRE-FEET //N ry MATCH . H PROP. SAMPLE WELL (SEE DETAIL SHEET- 4a) I � ryry, ^. O _ �+ ry ELEVA11O ( ALLOWABLE DISCHARGE 3/3/16 2nd SUBMITTAL . FL 1$.52 (J) _ (� ,� ,>° BEE BELOW TABLE THIS SHEET' 5/3/16 3rd SUBMITTAL "') ea F2 ry . FG 22.65 rp I 5 14 16 RE -DESIGN NO. 1 _ 0 • DETENTION PROVIDED AS A COMMERgAL RESERVE IN FAIRMONT PARKS EAST OVERALL DEVELOPMENT (SEE SHEET 11) ' / / PROPOSED ELECTRICAL 1 a' x x uH' O opm ti R=12 <,ri` roT o non ry ,- lizo ry 20 B.L. FG - 22.20 �� N O C F I 20 B.L. F1 • o LANDSC PE LEGEND: ���"`��� ELECTRICAL SERVICE. � .. � � BLEYL 8c ASSOCIATES CAD FILE -PROP. EL pL .. - .__ SITE PLAN BLEYL 0: , y ' • x6 r 9S 1 PLANNING -ENGINEERING -MANAGEMENT OVERHEAD FROM EXIST. TO • I 5 x 20 A.E.E �� +ice 1 PLANNIN N PLOT DATE 5 x 20 A.E. Hv nP ¢ n •r 1 STREET UNDERGROUND - - - - - _ - - - - - ( 2 CREPE MYRTLE-5 .•Tt */ LA S. 8thTE, TEXA 2.16 .SERVICE POLE.. - ry � -�, ery" � � � .- o v `e�� a _ c vU.E. _ v n ,o s, c fr 5�• I * LA PORTS, TEXAS 77571 TBPE # 678 C�� 8 U.E. 8 0x ry 6< tie o /*. / OWN FROM SERVICE POLE TO BUIILDING. oED ub ,ry ,� el o P a C 1 C_� - y ro ,Y�o - - n /.............EE SL....... OFFICE 281-470-0955 RLS . ,FND 1/2*R. 3,"' .. v a. 3 - 3 I 3 - 3 3 -o ® 2 LIVE OAK-3 / RODNEY LEE SLATON...io CELL 281-827-3929 e ti I / CKD ,,, ", p WEST 106.85 s X S . 2 STM. SWR << / 902138 / FAX 281-470-0952 E-MAIL rslatonlDble en lneenn .aom S ^t8 e� �� .HEST 100.00 ,- r FND, I/2 LR. y © y HJ E I T y, a6 I r F YI 9 9 RL J PROP. PHONE LINE " W/Ca o ry <> o. APPD O Exist. 8 SAN. SWR. 8 U.E. P 8 U.E. (BEARING CON i_ o ry ,' ./EVERGREEN SHRUBS-15 /�' . _ � x w ry 6y� rn Y.•.: iIO,pF , C/$TE�:. \��i RLS ' G+ n Y I 11`rONAL ��r SCALE �. FINANCIAL ry - ALL TREES WITHIN PROPOSED PARKING ��. c�\ BAYSHORE 1 = 20 Lot 19 Lot 20 Lot 21 Lot 22 rn „ _ , AREAS TO BE REMOVED. EXIST. TYPE 8-B INLET FL 17.89 N RESPONSIBLE FORDAD KIM NGUYEN ( ) N I The 380�rIn Oft JOB N0. GENERAL CONTRACTOR RESPON I<Rlsi•I LARE G.G.cc& JuoiTH LENS 9 TC = 16.20 I PP 9 11753 TO EXIST. MH. LOT 19 BLOCK 39 LOT 20, BLOCK 39 LOT 21, BLOCK 3 TC = 21.7 E this document was SANITARY SEWER CONNECTION O �, WORKS 0 281-471-9650 FAIRMONT PARK EAST SECTION 4. PH 4C FAIRMONT PARK EAST SECTION 4, PH 4C FAIRMONT PA RK EAST SECTION 4'PH ac - EVERGREEN SHRUBS TO BE PLANTED IN SITE PLAN FOR 0.5881-ACRE SHEET CONTACT PUBLIC >< authorized by - TO INSPECT CONNECTION. CONTRACTOR IS CARLoS J. VILLAREAL W I SUCH A MANNER TO PROVIDE 6 HIGH RODNEY LEE SLATON DEVELOPMENT LOT 22, BLOCK 39 P.E. 90298 on �{ THE c SOLID SCREEN WITHIN TWO (2) YEARS , RESPONSIBLE FOR. COORDINATING WITH Fairmont Park East FAIRMONT PARK EAST SECTION 4, PH 4 10936 SPENCER HIGHWAY PROPERTY OWNERS TO ENTER - Section 4, Phase 4-c OF PLANTING ADJACENT PROPS ) I 6- 1, 1 ORTE TEXAS ( (Filmcode No. 378049 H.C.M.R.) • CITY OF LA P , AND ACCESS THE CITY S MANHOLE.