HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT SITE PLAN (7) OWNERS - BELLE EXPLORATION INC OWNERS- BELLE EXPLORATION INC g. s }
SOUTH 17TH ST. WATER LINE TO BE EXTENDED �'` '�
040-287-001-0025 (60' R.O.W) 040-287-001-0025 FROM NORTH SIDE OF M #Ri ; a p
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FL .68 { USE 8"RESTICTORYIPE, I I I
I 5A, C, &4A 1178 TOWN OF LA PORTE ltl C 1
x z ) j M G ± ,1 REcoaoanat: . VOLUME 40 PAGE 271-1 OF DEED RECORDS ��N?Y HARRIS 14 N
O I + + I 240.6' 30' 4 I ' , I � N �� V 00
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xG n% ADDRESS: - c17r. LA PORTS LENDER:
p 1500 S, 16th Street m0
H. I I OWNERS -ALTON OGDEN JR. 31P c N
I HCAD-040-278-001-0023
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(` > •, •.`• 1 ,r J;.1' I Zi PURCHASER/OWNER 7111E COMPANY:
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3:1I I s<1FLOOD STATMENT: v 5C o
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I i I SETBACK ' Is I ( OWNERS - ALTON OGDEN JR. W C I
I 1 I FLI .74 I ( z SI HCAD-040-278-001-0038 I I aI �I I II I W 1 O V] Z O�
%OF PROP g `� i UNDEVELOPED i i I '" I i Q SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE Z O a
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REGRADE/DEBUT ,o
1 I 1 I I I EXISTING DrrgH @ 0.1g/° 1 I w ( : I ) �I I I 11 a I x X AN AREA DETERMINED TO BE OUTSIDE THE 0.2/O
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SIDE SLOPES F 3.1 I 16.23 I I I I I . .) I n
XI ki Q { ---- --17.00'— I I ) ' 1
III I I ! 1— — — I c, o �, r � .�,t : rr Q{ NO. 48201C0945L DATED JUNE 18, 2007. x
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;•\ • '' . t, ,'1 - w• ',:` -15.00 . ' t, c, ,� ;2: ,5,. .•�. .4-: ` \' ,�, tt , I', '( I, I � �' �
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�; PLI so i II I I SOUTH 17TH ST. I I I ( I
>< x I (_ -I ; ! al C UTION EXISTING O
w;l CLOSED BY'
SECTION A-A
° cF �:� ra. •o- I ORDINANCE # 1751. —� ( .. I I I I i j of q t 1 I ' SCALE r-ea xoRz. ..}, i I ' ` II
i I . . � • 1t ., ; . :> 1- 4' VEBT. i ' I i REGISTERED ENGINEER: ,.�, & ��fr1 -1 .1„ .k-__.a_.�-__. .__. _ ,\ t: r 10 BLDG SETBACK . q z t , i�i ins• f Ft I I ,. I
' IE r- ._�.�._. . __,= __:___ _ _ S T, '_ ll ;,. .,Y 1)t I, PHILLIP E. JOHNSON, A LICENSED PROFESSIONAL *;'
„ r_.; :i ':t' . :;r.; q?: c: -.i. = .- ..,.,:... 5 8IR II;., i I ,�.,.I8 ..';2'• , L�" : /8IR " \, I5/8 Rj- - - - - - _ _ - �PHIELII'EUGHNEJOHNSGN/ _ I _ / IN THE STATE OF TEXAS DO HEREBY- -: . ....�-� _ ._. . 58605"'' ^'d ::_-._=i -I �1 j ,'',+� Vii:;'` FY THAT THE INFORMATION PRESENTED ON ENGIN( - .._.:�_. _ OWNERS - BEARDENJEFE' NASA' t � ', ,+jO < O•.RECT
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_ I I.. ,�., ,� -Y - � � TI MINOR SITE PLAN TRUE AND COR TO HE I ENSE �(
J CER_ . ,. A�=o#o=2tsool-o006 THIS � �ssr.��......
HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE DETENTION SUMMARY LEGEND UNDEVELOPED KEYNOTES BEST OF MY KNOWLEDGE.
16th Street-La Porte, TX
Prepared By: Phil Johnson TOTAL ACRES IMPROVED: 1.1883 AC y� PROP. 6" CONC. PAVEMENT W/ 8" LIME STAB.
DETENTION REQUIRED O.2 AC-FT/AC ��T PROPOSED 2" OAK TREE (5 TYP.) O SUBGRADE AT 6%
RATIONAL METHOD FOR RUNOFF : Q =CIA LANDSCAPING REQUIREMENTS:
I C =0.75 FOR CHIP SEAL, 0.8 FOR CONCRETE AND 0"3 FOR GRASS 1.1883 X 0.2 = 0.23766 AC-FT PROPSOED 18" TALL INDIAN HAWTHORN PROP. CHIP SEAL'PAVEMENT (ONE COURSE) W/ 10"
. TOTAL DEVELOPED SITE AREA: .17 SQ. FT.
1=655 AND A IS IN ACRES THEREFORE Q IS IN CUBIC FEET PER SECOND (CFS) 0.23766 AC-FT X 4356O = 10,352.4696 CU. FT SHRUB (6 TYP.) O CRUSHED LIMESTONE AND 8" LIME STAB 6,500 S
TOTAL ROOFED OVER IMPROVEMENTS : 6,500 SQ. FT. -�-+
SUBGRADE AT 6%
MANNING'S EQUATION : Q=A1.486/NR2/3S1/2 (FOR SIZING PIPES) TOTAL DETENTION REQUIRED: 1O 352.4696 CU. FT PhOPOSED H.D.P.E STORM LINE 51764.17 sQ. F r.-6,500 SQ. FT=45,264.17 SQ.FT X 0.06=2,715.8502
REQUIRED LANDSCAPING: 2,715,8502 SQ. FT.
Q (CFS), A(AREA OF PIPE IN SQ FT),R(HYDRAULIC RADIUS IN FT), TOTAL DETENTION PROVIDED: 11,059.4100 CU. FT PROP. 4O CONCRETE TO ASPHALT DRIVEWAY W/ tt)
PROVIDED LANDSCAPING 5869.5D 5Q.FT.
S (SLOPE IN FT PER FT) ET WATER LEVEL FOR DETENTION 20.00 SWR PROPOSED 6" SANITARY SEWER LINE O ,
18" X 18" THICKENED EDGE RE: C3.O -O1 a. I-
ti
NUMBER INLET/MH C 1 A Q USE AN 8" FLOW RESTRICTOR DV PROPOSED 1" DOMESTIC WATER LINE 0 PROPOSED 5' x 4" THICK SIDEWALK W/ H.C RAMP (TYP.) O
A INLET 0.68 6.55 0.248 1.10 PROPOSED TRASH ENCLOSURE W/ 7" PARKING REQUIREMENTS:
CONC. PAD (D O L
B INLET 0.71 6.55 0.336 1.56 WATER VOLUME CALCULATIONS FOR THE PROPOSED SITE TEL PROP. TELEPHONE LINE (OVERHEAD) O AND FOUR CONC. FILLED BOLLARDS (TYP.) PARKING SPACE ARE: 4(MIN)+3/1000 SQ•FT. OFFICE+ 1/1500 SQ•FT. NON OFFICE > a
C INLET 0.77 6.55 0.420 2.12 „
D INLET 0.76 6.55 0.319 1.59 TOP OF WATER=20.00 E PROP. ELECTRICAL LINE (OVERHEAD) PROPOSED 4 PAINT STRIPE (TYP.) EMPLOYEES: SHALL BE DETERMINED WHEN LEASED W O
W W
O PROPOSED 49 L.F. OF 3011 RCP CULVERT W S.E.T. 3:1 EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY, OWNER MUST W Q J
INLET TO INLET QT DIA. TYPE A N R S Q V(F/S) PIPE SIZE LENGTHS STORAGE GAS NOT PROPOSED / . @ COORDINATE WITH CITY OF LA PORTE REGARDING P J
A B 3.22 15 HDPE 1.227 0.011 0.3125 0.0024 3.740 3.05 12" 87 L.F. 68.33 CU. FT. PARKING DEVELOPMENT. CD
Inl 1 MH 1249 2.49 12 HDPE 0.785 0.011 0.2500 0.0035 2491 3.17 15" 272 L.F. 333.80 CU. FT. BUILDING FF. ELEVATION 21.00. (6,500 TOTAL SQ. FT.)
W
=
MH 1 MH 2 4.67 15 HDPE 1.227 0.011 0.3125 0.0038 4.706 3.83 24" 99 L.F. .PARKING PROVIDED: 90° - 10'X 20' = 12 SPACES W/CURB STOPS C ~ '`N�''
In13 MH 2 3.70 15 HDPE 1.227 0.013 0.3125 0.0034 3767 3.07 3O" 184 L.F. 9 PROPOSED SAMPLE WELL & 611 C.O. so° - 1s'X 20' = 1 H.C SPACE CU to rL
MH2 MH 3 11.46 24 HDPE 3.142 0011 0.5000 0.0019 11.654 3.71 36" 42 L O L.F. CONCRETE PAVING UJ -
MH3 MH4 1591 30 HDPE 4.909 0.011 0.62500.0011 16.077 3.28 MH N/A 89.72 CU. FT. 16,820.00 SQ. FT. 1O PROPOSED CURB STOPS (13 PROPOSED) NOTES:
MH 4 Out 21.16 36 HDPE 7.069 0.011 0.7500 0.0008 22.295 3.15 1" MIN. 10' SEPARATION BETWEEN SANITARY LINE AND WATER LINE. p
DISTANCE SUM OF
ORIFICE DETERMINATION STATION END AREA CUT FILL INS CHIP SEAL PAVING TATIONS AREAS 1 1 PROPOSED AC PAD AND TWO CONC. 2. USE CITY OF LA PORTS STANDARD PROTECTION REQUIREMENT AT WATER CO�
West Outlet Pipe to W. M Street 40 0 27,935.50 SQ. FT. Q FILLED BOLLARDS (TYP.) LINE-SANITARY SEWER CROSSING. o
0.200 12.75 12 PROPO ED 121 1O1 X 711 COVERED A H STA I N P 3. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN OBTAINED
Q�.3*6.55*1.2514=2.459 cfs ' ` ' �' 7" CONCRETE PAVING a FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTS. THE SANITARY LINE
60 63"75 ,, • ENCLOSED WITH A 6 CURB
0.150 12.51 133.67 SQ. FT. (TRASH ENCL.) Q IS PROBABLY 12 INCHES.
h=18.26-(16.26+0.25)= 1.75 (for 6" pipe) 75 19.62 1 3 PROPOSED PARKS OIL / SAND INTERCEPTOR 4, PROPOSED SAN. SWR. LINE TO BE 6" H.D.P.E @032% W/4" FEED TO
h=18.26-(16.26+0.33)= 1.67 (for 8" pipe) O"130 03.75 I I 4" CONCRETE PAVING OD It O C - 7 O BUILDING,
88 09.24 35.00 SQ. FT. (SIDEWALK}
Q=CA(2gh)0.5 1.000 2 20.13 5. PROPOSED DOMESTIC WATER LINE TO BE 1"WITH 1" FEED TO BUILDING.
Where: Q is orifice flow, cfs- (Allowable) 188 10.89 W • PROPOSED GROUND COVER 6. NO IRRIGATION METER PROPOSED. JOB NO. 06-0014
C is orifice coefficient(use 0.6 a/o 0.8) 0.260 16.16 W y + + 1 5;869.50 SQ. FT DRWN BY: RC
A is orifice area, sf 214 53.00 THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS 7. NO GAS SERVICE PROPOSED. CKD BY: PEJ
g is Gravitation constant, 32"2 fi/sec2 0.440 69.51 APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND LAND & 8. PROJECT IS LOCATED WITHIN THE CITY'S TIRZ ZONE AND SHALL CONFORM TO FILE: C1.0.dwg
his head on orifice measured from the centerline 258 104.98 DEVELOPMENT IN CONFORMANCE WITH THE LAWS OF THE STATE THE MINIMUIM EXTERIOR BUILDING DESIGN STANDARDS - 100 % „ _ -
0.720 75.59 MANSONRY AND/OR GLASS PRODUCTS. SCALE: 1 ')I
MI
C 2g1/2 h(feet) hl/2 Calculated A D(inches) Use 330 0 OF TEXAS AND THE ORDINANCES OF THE CITY OF LA PORTE. DATE: Tue, Aug 26 2008
2.459 0.6 8.025 1.75 1.323 0.39 8.41 .8" TOTAL PARKING LOT STORAGE: 10,542.28 CU. FT. 9: WASH STATION PAD TO HAVE FOUR(4) 2"SQ METAL POST AND METAL PANEL
2.459 0.6 8.025 1.67 1.292 0.40 8.51 •8" TOTAL PIPES AND MH STORAGE: 517.13 CU. FT. BY:
ROOF. DWG:
2.459 0.8 8.025 1.75 1.323 0.29 7.29 8" TOTAL DETENTION PROVIDED: 11,059.41 CU. FT DIRECTOR, A PORTS
2.459 0.8 8.025 1.67 1.292 0.30 7.37 8" PLANNING DEPARTMENT • C 1 . O
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