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HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT SITE PLAN (13)SANITARY SEWER I I - EXIST. FIRE HYDRANT " ELECTRICAL EXIST. cuRe INSET -► TREE REMOVAL: 1-8 x6 TEE TC = 16.5a SHEET FLOW PATH A " I FL = 13.38 O -6 45 BEND 1 „ I- - - - - - - - - - - - - - - - -- - - - - - - - - - - - A TREE PERMIT WILL BE REQUIRED IF PROP. ELECTRICAL SERVICE POLE ANY TREES ARE TO BE REMOVED. © „ 3 x,8.6o I� PROP. 2" PVC. CONDUIT PROP. 6 PVC SAN. " ,> » EXIST. 2a sTM. SWR. WEST H STREET SWR. LEAD ® 1.00% ¢ 80' R.O.W. (UNIMPROVED) < N EXIST. CURB INLET - „ I TC = 16.55 © PROP. SAN. SWR. SAMPLE WELL I W M FL = 13.41 FL 13.90 W v~ A N a 10 FEET FROM INSIDE a - m HiGHWAY� M IN `f4��'- OF BOLLARD TO INSIDE (0 PROP. SAN. SWR. MH ~ m SPENCER D, A 0. OF GATE FL = 13.30 N & S - s s EXISrs 6 SAN: SWR. -, -5 s s N fis'5s W $ss.00 `O B Z-10' SIDE SETBACK (z cpi „ 1 B Lot 1 IE�' a 1 LOT 3; \ C - PROP. SAN. SWR. MH cc -- I ---- o--- ---- - {- D ICI .NI _ FENCING NOTE. FL = 11.73 (E) a _ .1� x17.94 I,o LA PORTS n 3 a LOT 2 x 17.52 3 E LOT 3, N FL = 4.75 (E-30) �� ~ o (n N in �I Pop 27,910 r Z WATERLINE11 I - - - - p " 0 - - "' 1. SEPARATE FENCE PERMIT REQUIRED. to F N 'W N 0 F " I x LOT 3 Ir s 6 2. ALL AREAS CONTAINING OUTSIDE _ F_ - „ „ I XN Q LOT 30 oI STORAGE MUST BE SCREENED. PVC SLATS r a G rn 1 8 x1 SADDLE (IRRIGATION) - 12 FEET FROM INSIDE Posr To INSIDE Posr 1-1" METER x1 13 W I ' " C - -100'_ ¢ i _ - - - I-11.3'- - - ARE REQUIRED IN AREAS WHERE OUTSIDE H 1-1" BACKFLOW PREVENTOR I "� Lv -a LOT29 STORAGE IS ANTICIPATED. z \oL i a o x NOTES: zz; Q6 FG = 18.201 TYP _ oc N W = = - - - - - - - - - PKWY A. DUMPSTER SHALL BE LOCATED ON THE SIDE OR REAR OF THE BUILDING AND SCREENED FROM PUBLIC VIEW. a ( LrJ� 90rJ S. L�4th SfkET~ ^ FAIRMONT r B. DUMPSTER SCREENING SHALL BE MAINTAINED BY THE OWNER AT ALL TIMES. �� ° WI PROPOSED I I . O LOT 28 x 17.45 FAIRMONT LIMITED - - _ 0 zo C. 6' CEDAR PANELS FOR ENCLOSURE AND GATE. 1-8 x1 SADDLE (POTABLE) I cV LOTS 1 THRU 6 & 27 THRU 32 - - - -1 N a 0 1-1"x1" wYE „ ``I ONE-sroRYi i - �, - - - - - a WOOD ENCLOSURE DETAIL & TR C BLK 865 & PT TR C BLK 168 p 0 2-1" METER x3 a NI METAL BUILDING I c;, LA PORTS eme eryl �, O (PT OF THE ALLEY &'STREET) I rte m 0 65 x100 (6,500 SF) II 2-1 BACKFLOW PREVENTOR "" - LOT 6 FF = 18.36,E I LOT z7 HCAD No. 0241140650001 I BUILDING C F - ,- - - - - - II i GA D w K No Little Cedar t� STORMWATER QUALITY PERMIT: C W I LOT 7 • ��_ I I ou F&T-a 18.20 (T}IP I <y Park A STORMWATER QUALITY PERMIT IS REQUIRED BEFORE i 909 S. 14th S EET I L� Z - �, O ' I I-¢ - _ - _ - - ANY DIRT IS DISTURBED ON SITE. - -PROP-2- - - - - ---- Wz ONE-STORYI I F5N O O Nm I Boy (3 P LOT 'e METAL BUILDING 1 (V to LOT 29 s 0 Forest STORM SEWER I 50 x100 (5,000 o F- -I SF) I Golf �I --------- o . i it g m z < I Course PROP. 175 LF-10b HDPE I I LOT 24 o W 0 STM. SWR. ® 0.30% 1 " - - - - - - - - - - - - - " o DETENTION NOTE: - x 16.66 C C LOT 23 z O] .- C " ( x 7.68 0.7 PER MEETING WITH CITY ENGINEER ON 2 6 15, ON SITE Qj PROP. 252 LF 10 HDPE I � x ±oT m B < I I 1 , I � J - DETENTON WILL NOT BE REQUIRED. PROPOSED 100-YEAR STM: SWR. ®0.30% 13 - - - - -I F - - - - - - CONVEYANCE WILL BE CONSTRUCTED ALONG 14th STREET " -�1 I ) - K PROP. 84 LF-12" HDPE - ( 1 „ D LOT 11 x,7.33 LOT 22 „ ( NORTH AND THEN CONVEYED VIA IMPROVED F" STREET STM: SWR. 00.30% ( � - - - -X -1 _ i � - - - � - - - � - PROP. TRASH ENCLOSURE W DRAINAGE TO THE LITTLE CEDAR BAYOU REGIONAL DETENTION (TIE-IN TO EXIST. CURB INLET) YI i 7" CONC. PAD & FOUR CONC. VICINITY MAP FACILITY. .,A INLET B LOT 12 I I LOT 2; FILLED BOLLARDS (SEE ©PROP. TYPE _ _ _ _ _ _ - _ DETAIL THIS SHEET) SITE LOCATION „I - „-� - -I I- TG = 17.73 B PROP: 6' HIGH PROP. LANDSCAPE LEGEND wf` rl 3d�r = 13 " x 2U CHAINLINK FENCE ti.• FL 14.95 (W) I I 1,tl 1��Lor t-l-LOT 2" LIVE OAK TREE-20 LESS THAN 30' CENTERS �,,,.,.:PROP ( )PROP. TYPE "A" INLET 5 ;4 I I ,9L � ROgtrE1 FESLaaTOd PROP. TRASH ENCLOSURE W/ " � �+'.......' ' TG 17.55 3 4 921 S. 14th S EET 7" CONC. PAD & FOUR CONIC. PROP. 18 TALL INDIAN HAWTHORN FL = 14.43 (N & E) „) - 3 - - -PROPOSE I f- - - - - - - - FILLED BOLLARDS (SEE SHRUB-98 (3 CENTERS)(5 GALLON)�i,.�r�;c,�` 2 LOT ,S ONE-STORYI 1 N o LOT ,6 I DETAIL THIS SHEET) °`f ' L6, PROP. TYPE "A" INLET EXIST. FIRE HYDRANT 2 , METAL BUILDING °.° to LANDSCAPING NOTE: ,,/, ,� TG = 17.55 I _ ' 1 _51>dJOQ_ (5,Q0Q SF)1_ � - - - - - - -x ,7.42 I 1 " "J FL = 13.66 (N & S) " R-'1 FF = 18.36,E 1 ALL NEW/PROPOSED LANDSCAPING SHALL BE PROVIDED WITH AN 6•i R=20' (TYP.) 3 W x .3 LOT 16 BUILDING A LOT 17 KROGER Co. Fa' S FL = 14.21 (E) O - TR 1 APPROVED IRRIGATION SYSTEM. A SEPARATE PERMIT IS REQUIRED Manning's Equation CIRCULAR KROGER-FAIRMONT PARKWAY CENTER AT THE TIME OF BUILDING PERMIT FOR PROPOSED IRRIGATION z 16.7i ( S 66' '00" E zss.ao' HCAD NO. 1189860000001 PROP. TYPE "A"INLET F SYSTEM. n value 0.013 TG = 17.73 F I a „I FAIRMONT LIMITED First Term 114.61538 LT 2 & TR to FL = 14.73 (N & E) I I KROGER-FAIRMONT PARKWAY CENTER Pipe Diameter (in) 48 HCAD No. 1189860000002 SANITARY SEWER NOTE: second Term 1 3 " (%) ALL ON -SITE MANHOL& E SANITARY SEWER LINES ARE TO BE PRIVATE0.15 WHEEL STOPS . Grade Third Term 0.038729s NOTE: PARKING SPACES 5 THRU 16 & " Area 12.56 BUILDING NOTES: - PAVING NOTES (EXCEPT DUMPSTER PAD): Q(cfs) 55.754277 27 THRU 32 HAVE WHEEL STOPS. 3 I I (ft/S) 4.4390348 - 1. BUILDING "A" TO HAVE ZERO PENETRATIONS 1. 5„ REINFORCED CONCRETE W/ #4 FLOOD STATEMENT TYPE OF DEVELOPMENT 'ALONG SOUTH PROPERTY LINE. REBAR ON 16 CENTERS ON 6 LIME THE PROJECT IS LOCATED WITHIN FLOOD SHADED STABILIZED BASE (6% BY WEIGHT) ZONE "X" PER FIRM MAP 48201C0945 SUFFIX L SPECIFIC NAICS NUMBER WILL BE PROVIDED 2. EXPANSION JOINTS TO BE EVERY DATED DUNE 18, 2007 - AT TIME OF ZONING PERMIT APPLICATION. SCOPE OF WDRK _ 40 -FEET. CONTRACTION JOINTS TO ' LEGAL DESCRIPTION S BUILDING W YARD 0 ALTERNATE S Pin ACCURacY CERnFICATE ..SHELL OFFICE/WAREHOUSE E / BE EVERY 4 FEET, R lE ITS N 1. TWO (2) 5,000 SF & ONE (1) 6,500 SF METAL BUILDINGS, EXPANSION JOINT AND CONTRACTION Ors 1-32, BLOCK sss HCAD NUMBERS) &TWENTY-ONE 21 REGULAR STALLS W ONE 1 WHEELCHAIR 1, Rodney slaton, am registered under the laws of the State of Texas to practice the 1A PORTS ( ) / (, JOINT EVERY 20 FEET. profession of engineering and hereby certify that the above plat or site plan is true and 024-114-066-0001 ACCESSIBLE. 3. CONCRETE TO OBTAIN COMPRESSIVE correct; and that all bedrings, distances, angles, curve radii, and central angles are occurately ZONING 2. ADA ACCESSIBLE RAMP IN FRONT OF BUILDINGS (WEST FACE) STRENGTH OF 3,000 PSI AT 28 DAYS. shown on the site plan. LIGHT INDUSTRIAL 3. ASSOCIATED ELECTRICAL: ' ����� p 2/10/15 1st SUBMITTAL 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL - 1`'"�? 3/17/15 end SUBMITTAL Rodney�E., CFM OWNER 6/18/15 3rd SUBMITTAL (FINAL) ALL SANITARY SEWER CONNECTIONS. Texas Registration No. 90298 OAKLAND LAND DEVELOPMENT 280 HIGHLAND BLVD. NATCHEZ, MI SSISSIPPI 39120 CITY APPROVING AUTHORITY CERTIFICATE DEVELOPER i),.kr 't This Is to certify that the City of La Porte, .Texas has approved the site plan and developm n f B LE YL 8c ASSOCIATES GAD LE OAKLAND LAND DEVELOPMENT `- '� , LA PORTE, TEXAS, in conformance with the Ordinances of the City of La FILE E V� PLANNING -ENGINEERING -MANAGEMENT .. of La Porte shown on the site plan. 9 S. 8 STREET PLOT DATE 280 HIGHLAND BLVD. w�ry•y► � RIKE . 1 /�pp g �'• )�E14• C�•PLAN 9oq R�1 11 s th THE T P SFI.� l� i[�G c �Jb`ap (,951 '1 1 c V LA PORTE, TEXAS 77571 TBPE 678 2 15 Ill NATCHEZ, MISSISSIPPI 39120 i f 1 I ty # OWN • 015 1`F =, }, PARKING CALCULATIONS (BASED ON NAICS): ' S 1`� S� . OFFICE 261-a7o-osss RLs A•�ill� i°I�i 921 S S ...BUILDING DESIGN STANDARDS � Dy: CELL 261-av-3s2s cKD „J ` ct lima I.av jt bkt to 4w FAX 281-470-0952 E-MAIL rslaton(�Dbieyiengineenng.com RLS ORDINANCE DUE 15 R; / S D,rector, Plan ng Department EXEMPT FROM FACADE Tylr 3 ( 1 p PROPERTY WILL BE DEVELOPED AS SHELL BUILDINGS. THEREFORE, PARKING APPD TO ZONING DESIGNATION (SECTION 106-522). �� L. ?j2 ��,1 aLL ak �t,0 ." Tovo'14 �.-�rt-t QUANTITY CANNOT BE QUANTIFIED AT THIS TIME AS A RESULT, PARKING RLs 1_C PI �'� OAKLAND LAND DEVELOPMENT SCALE PARKING WILL HAVE TO BE VERIFIED AT THE TiME OF THE ISSUANCE OF A ZONING By d 1" = 40' IS 9'x18' FOR REGULAR AND 14'x20' FOR PERMIT FOR EACH TENANT AND ADDITIONAL PARKING MAY BE REQUIRED. City Engineer STANDARD SIZE ..ACCESSIBLE: .MANEUVERING AISLE WIDTH FOR 90 DEGREE SITE PLAN FOR TWO (2) 5,000 SF JOB No. PARKING IS MINIMUM 28 FEET. THIRTY-FIVE (35) SPACES PROVIDED -THREE (3) OF WHICH ARE HR ACCESSIBLE SHEET &ONE (1) 6,500 SF COMMERCIAL . BY City tanner BUILDINGS _ C.1 905, 909 & 921 S. 14th STREET _ _:_