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HomeMy WebLinkAboutLA PORTE JR HIGH SCHOOL SITE PLANII / \ NOTES BENCHMARK INFORMATION DEVELOPMENT NAME LA PORTE JUNIOR HIGH SCHOOL O I Th EXISTING FIRE HYDRANT o � EXISTING SIDEWALK DEVELOPMENT TYPE SCHOOL ZONING R-2 MEDIUM DENSITY RESIDENTIAL CALL BEFORE YOU DIG Texas One Call participants request 48 hours notice before you OWNER LA PORTE INDEPENDENT SCHOOL DISTRICT dig, drill, or blast ---- STOP, call Texas One Call System a DEVELOPER LA PORTE INDEPENDENT SCHOOL DISTRICT 1-800-245-4545.CAUTION: LEGAL DESCRIPTION BEING A 26.8799 ACRE SUBDIVISION OUT OF BLOCKS 221-222, The location of SBC Telephone Company Utilities 243-245, TOWN OF LA PORTE, VOL.60, PG. 113, H.C.D.R. are shown in an approximate way only. The contractor shall _ determine the exact location before commencing work. He \ IN THE J. HUNTER SURVEY, A-35, LA PORTE, HARRIS COUNTY, TEXAS agrees to be fully responsible for any and all damages which O • ° LQ EXISTING 8" WATER LINE might occur by his failure to exactly locate and preserve ADDRESS 401 SOUTH BROADWAY STREET these underground utilities. INLET E1 I ``� 1-800-344-8377 a minimum of 48 hours prior to con- '} ``• EXISTING FIRE HYDRANT LA PORTE, TX 77571 struction to have underground lines field located. When o FL=17.30 excavating within eighteen inches of the indicates{ location • FL=14.71 EXISTING GREASE TRAP CONNECTION TO EXISTING OVERHEAD ENGINEER of telephone facilities, all excavation must be accomplished \ ARBORLEAF ENGINEERING & SURVEYING, INC. using non -mechanized excavation procedures. When bpring ~ 1 TERMINAL POLE @ EAST D STREET the contractor shall expose the S8C telephone facilities. • I I) i Oil' T PR POS OUR D _ `��, EXISTIN UMPSTER PAD KEY MAP 579 A When telephone facilities are exposed, the contractor should >_ ` IJ) 3I „rM. .r 0.INLET ''"""°° 1 .` �� provide support to prevent damage to the conduit ducts or TG= 7.40 `\ BLDGAREA EXISTING: 108,374 SF PROPOSED: 144,192 SF cables. When excavating near telephone poles, the contractor �� J O o o • • FL--14.57 • ,� shall brace the pole for support. I 9 A D S C A P E LEGEND G E N D FLOOD ZONE X .,a m P,t • v FP�tO CAUTION: • • p"m �6 We, La Porte Independent School District, as Owners of the 26.8799 acre tract described in the above `` O G A�' EASING 1REE m INLET E5 ,� 1� Underground gas facilities. Locations of Centerpoint Energy. and foregoing site plan of La Porte Junior High School do hereby establish said development of said main lines to include unit Y p ( gas transmission and/oran industrial � property according to all lines, dedications restrictions and notations on said site Ian. We further gas supply here applicable) ore shown in an a � °° p corp.P• PP� ) PProx- O 32 LF 12" HDPE + ' �° ' 0 0°O certify that all improvements shown on said site plan shall be constructed in the locations shown. Imate location only. Service lines are usually nqt shown. I@ 0.20% 0 0 •-o. 3 LF 12" HDPE `` o �' @0 G.�Ofi o ° NEW TREE, RETER TO PLANT LIST FOR The contractor shall contact the Utility Coordinating mom- ° mum at hours to o 1-800-669-8344 a mind 0.20% � \ �OQ�S��\ @� I A�REY1ATIotIs FURTHER, Owners agree to keep all of the property within the boundaries of this site plan and mum of 48 hours prior to construction to nee main and I I I I I adjacent to any drainage easement, ditch, drainage ways and easeements clear of fences, buildings, service lines field located. WEST E STREET (80' R.O.W.) 2 . © FZ G�� ���� planting and other obstructions to the operations and maintenance of the drainage facility and that oF,a.,.�, ,� 53V 4y, OQ such abutting property shall not be permitted to drain direct) into this easement except b means of --When Centerpoint Energy pipe line markings are not EXISTING COVERED I :I TG=17.50 ? - - ,\, �` \� .� GD` Y P Y visible call ((713)-967-8037 (7:00 AM to 4:30 PM) I 50 an approved drainage structure. SIDEWALK I - ,,.,,,,,° ,� Q SOLID SOD for status of line location request before excavation No �F begins. "I • GOB J0 FURTHER, Owners agree that thos streets and utilities located within the boundaries of this site plan --When excavating within 18" of the indicated location specifically noted as private, shall be maintained as of Centerpoint Energy facilities, all excavation must P private streets and utilities by the owners, heirs, PR OSED 5 CF `` G �1 0 be accomplished using non -mechanized excavation NEW OVERHEAD ELECTRICAL ( 0• successors and assigns and further, that said private streets shall be available for the general use of procedures. w^a r EN ( F� \ \j/ the public for firemen, firefighting equipment, police and other emergency vehicles of whatever nature --when Centerpoint Energy facilities are exposed, sufficient INLET E4 NEW ELECTRICAL SERVICE AO at all times. TG=17.60 \\`�, support must be provided to the facilities to prevent excessive stress on the piping. PRIMARY oold; �Q% IN TESTIMONY WHEREOF, the La Porte Independent School District has caused these presents to be CAUTION: EXISTING FIRE HYDRANT����/����� / /Q�O� PROPOSED 25' WIDE signed by Lloyd Graham, its Superintendent, thereunto authorized, attested by its Assistant FL=14.35 ' Superintendent, Mike Clausen, and its common seal hereunto affixed this day of April, 2015. Overhead Electric lines may exist on the 87 LF 24" / �� CONCRETE DRIVEWAY P OPOSED SANITARY not attempted to mark those lines since they a e clear) TW=18.50 Y P °. e I� HDPE @ 0.10% /. VF,Lp A We EXISTING DRIVEWAY E R MANHOLE A 4 1 - visible, but the Contractor should locate them prior to be have n TG=1 C2 / 0 \ \\ ° � N 60 � RIM=15 La orte ndependent School District ning any construction. Texas Law, Section 752, Health and TP=18.33 ``` . $" F -7.14 � Safety Code, forbids all activities in which persons or things TG=17.90 � > P p, may come within six feet of live overhead high voltage lines FL--10.78 �� �\ 25' WIDTH, 20' RADII Parties responsible for the work, including contractors areo �' �,v� . G \ legally responsible for safety of construction workers under O EXISTING PA KING L 55 LF 24" qQ' Gg \\ CONNECTION TO EXISTING Lloyd Graham, Superinte dent this law. This law carries both criminal and civil liability. To 'I , O ',\ �, HDPE @ 0.10% ®® - - SEWER MANHOLE Energy 0 713-207-2222. turned off or moved, Centerpoint 232 LF $ P `S SANITARY SE arrange for lines to be turn ed er o' EXISTING SIDEWALK O \ INLET C1 ®®/ • / (G. �06 -' "` ® / 8" FL 7 09 Assl p Superintendent �r=- er SANITARY S 0.33% - $" PVC REHAB MANHOLE The Contractor shall be liable for all legal actions resulting TG=18.25 F�� �2\ SS 4 LF ik Clausen' 'stant Su e' 9 g from construction harmless from activity 'n thevicinity =MATCH EXIST O TP=18.10 �nn " w a t , of this prefect and FL=10.84 `` 1 LF - "PVC SANITARY SEWER (� by accepting these plans, agrees to hold the Owner and TW=18.40 \ R ® 0.33% Engineer arm a any claims or damages resulting ' TW=18.50 � from his work. �\ o NI RY S 3% S t\ " 0.25% 12 LF 10" HDPE @ 0.25% �� \ This is to certify that the City Planningand ZoningCommission of the Cityof La Porte, 26 LF 10 HDPE @ " 69 \ \ has approved this site plan and developmet of LomaxElementaryin conformane with the laws Texas _ --- - F�� •' ' ' "' ' "' TP=18.33 LF - 8 PVC --- --" - ,; the State of Texas and ordinances of the City of Lo Porte. LF 10" HDPE @ 0.25% SAN TARY SEWER @ 00 �`\ S Y SAFETY SYSTEMS 0.25% TW=18.50 " 0.33% \ \\ S TW-18.00 L O 5 LF 10" HDPE @ 5 LF 10 HDPE <oz��c;`a - I ITARI I o ' 'These plans, and any attendant drawings, including shop -�- I STORM H A9 I$ Lh l @ •�r drawings, 'As Built" drawings, or record drawings, addenda, SE C 50 o6n 0 5 Y SS \ Dire or, La n Po Co unity ddoanot extend toers dor includetdesigns prepared ems pertaining 8" FL= 14',D0 III F TW=18.50 o TC=17.87 CONN TO 8" ROOF S R CE SS SS Development Departure to the safety of the construction contractor or its employees, I_ / gents, or representatives in the performance of the work. CONNECT EXIST PIPE pRAIN, SEE MEP ATTEST- The seal of the Registered Professional Engineer hereon does EW SERVICE YARD O not extend to any such safety systems that may now or 0.K AS RECE! S AND hereafter be incorporated in these plans. The construction O LET A7 59 LF 8" HDPE @ �j BY contractor shall prepare or obtain the appropriate safety G=16.75 � , _ REPLACE SIDEWALK AS NECEy�SARY / s ob Eng, La P City Engineer systems, including the plans and specifications required by EXISTING SIDEWALKL=11.44__ TC=17.85 �-PROPOSEDTBUILDIN ADDITI' N / `rs �,,',�( �` _ - House Bills 662 and 665 enacted b the Texas Legislature MA CH EXIST .'�__ - - - - CLEANO T AT ANITAR / \ \ \ PROPOSED SANITARY C" /' CS/�J.�J� I I d TO� OF PVMT�__ --- --- _ SER CE CONECTIO SEWER MANHOLE A-3 in the 70th Legislature --Regular session.' 9 Chairman, Lo Porte Planning IS IO I FF=18.50 / ROP ANIT = ATTEST- and Zoning Commission \ Q�R GAS EXISTING DRIVEWAY ANHOLE -1 ��0„�QQO�gE \ \ k RIM = .9 ST n All work shall conform to OSHA Safety Regulations. -STORM MH P,8 20 LF 10" HDPE @ 0.25% PLUG IST STORM $" FL=7.91 o 84 LF 8" HDPE 0.25 /0 1 ' " ' ° A =18.25 et Re w TC=17.30 @ 0.33% 20 LF 10 HDPE @ 2p LF 10" HDPE @ 0.25 /o O 8 L=12.84 rGI�� O�c \ EXISTING FIRE HYDRANT Secret La Porte Planning - I rp and Zoning Commission PEI TC=17.40 16.95 -- �20 LF 10" HDPE @ 0.25% ® .0 \ \ R $ SANITARY I :)PO D S N 0 60' 90' 120 Ki G LOT >o G`v S NE NHOLE A-2 1, Adam Hutchison, am registered under the laws of the State of Texas to practice the PjE �F TFI��I TC=16.80 �ROPOSE GONC ETE-P > \ 9 p profession of q 1l -- TC=18.20 TW=18.40 6 \ I -15. engineering and hereby certify that the above site plan is true and correct. Scale: ... 1 " 60' 100 LF 24" = EXIST INLET A3 00 HDPE @ 0.10% _ - 20 LF 10" HDPE @ 0.25% A(°5 q \ 1 W ���+ . TG=16.20 - O „ F B. TW-18.40 _ _. _ . 0.25% FL=11.26 75 LF 24" 36 LF 10" HDPE @ 0 36 LF 10" HDPE \ o `>� ��� G��\ ECTION INLET Al HDPE @ 0.10% L - 36 LF 10" HDPE @ 0.25 /o @ 0 25% O O \ � P \ 1 / ADAM M. HUTCHISON - ----------- -- - G`' o a TG=11.67 ,--- ----- 0.25 /o - - - s' \ Adam Hutchison, PE Ilt,o: 102 28 36 LF 10" HDPE @ 5 LF 10" HDPE o >o \ 1� sS�.......�N�\, STORM MH A2 INLET A6 Texas Registration No. 102128 1t cENSE . �,. \ \1 ONAL .r @ 0 25% \ �o \ PROPOSED IMPROVEMENTS INCLUDE A NEW BUILDING ADDITION TO THE SOUTH A NEW PARKING LOT TO INLET A4 TC=17.75 �=MATCH EXIST TG=17.80 � 2 \ J / � ` 24" FL=11.57 TG=16.20 0.10% FL=11.60 ! \ 4 THE SOUTHWEST, NEW STORM SEWER, CONCRETE PAVING, AND SANITARY SEWER. /IL`,,//�I%a ,• /� MATCH EXIST FL=11.34 94 LF 24" HDPE @ �y _- �> s A �� \ \ IRRIGATION PLAN WILL BE PROVIDED. LANDSCAPING SHALL BE IRRIGATED WITH AN APPROVED IRRIGATION WEST F STREET (80' R.O.W.) TOP OF PVMT X =X -X -X EXIST MH A5 v000 I -•-X- -X-X \�� rno \ SYSTEM. A SEPARATE PERMIT WILL BE REQUIRED FOR PROPOSED SYSTEM. NO NEW IRRIGATION METER TC=15.80 FL=10.92 4_ e WILL BE INSTALLED. FILING DATE �5/27/2015 TC=16.90 TC=17.25 � \ ao \ i \ \ EXISTING DUMPSTERS AND GREASE TRAP ARE LOCATED ON THE EAST SIDE OF PROPERTY. PROPOSED D WIDE \ \ A \ \ CONCRETE DRIVEWAY I I 2 EXISTING TREES TO C:� \ \ \ LANSCAPING PLAN AS SHOWN. MANY EXISTING TREES ON SITE WILL REMAIN. \ dos \ � \ BEI oMOVED• I I >o \ ALL SIDES OF THE BUILDING HAVE ACCESS FOR FIRE LANE. EXISTING FIRE HYDRANT � R20' OD , �O O Gj TYPICAL PARKING SPACE WILL BE 9' WIDE BY 18' LONG. � rp\ $O \>>,n Cj S \ No. Revision Description Date v I I \ q� �y! j o \ ALL OTHER GRASS AND PARKING AREAS WILL DRAIN TO THE SOUTH AND EAST OF THE PROPERTY, AND x WILL REMAIN CONSISTANT WITH THE CURRENTLY EXISTING LA PORTE JUNIOR HIGH SCHOOL SITE PLAN. A rb O rl a CI f Engineering I � I NEW CANOPY ON EXISTING !�> o / \ BC Surveying, Inc. BASKETBALL COURT \ o \ A NEW SANITARY SEWER SERVICE WILL BE CONNECTED AT THE EAST SIDE OF THE BUILDING AND WILL Im �X-X-X X--X-X _ X-X _ \ >oo / RUN EAST TO THE EXISTING SANITARY LINE LOCATED AT THE CORNER OF SAN JACINTO AND E STREET. TBPE 7705 TBPLS 100543-00 \ / 6 EXISTING ADA ACCESSIBLE PARKING SPACES WILL REMAIN. 1002 Village Square Drive, Ste B ALL PAVING WILL BE CONCRETE. Tomball, Texas 77375281-655-0634 / / \ OVERHEAD ELECTRICITY WILL BE PROVIDED. �- HDPE@0.10% LA PORTE JUNIOR HIGH INLET B5 NEW 8" SANITARY SEWER CONNECTION TO BE MADE BY CONTRACTOR. EXISTING DRIVEWAY FL=13.05 PROPOSED ROOF DRAINS WILL DRAIN TO EXISTING STORM SEWER OUTFALL AT ARIZONA STREET. EXISTING �SCHOOL SITE PLAN s O I 1 / 4yT OUTFACE FLOW RATE WILL NOT BE EXCEEDED. ' REQUIRED MINIMUM AMOUNT OF S ACE I I II I I / >od'o o70. 1 SPACE PER 20 STUDENTS & 1 SPAC PER STAFF ( At` A X� ALL OTHER GRASS AND PARKING AREAS WILL DRAIN TO THE STORM SEWER OUTFALL AT ARIZONA STREET, !s'Li X AND WILL REMAIN CONSISTANT WITH THE CURRENTLY EXISTING LA PORTE JUNIOR HIGH SCHOOL SITE PLAN. O F 2 ESTIMATED STAFF: 100 O I I > �i �' ESTIMATED STUDENTS: 600 �Q �o . TGINLE 5 00 `k� k NO NEW WATERLINE SERVICES WILL BE MADE. - O I I I FL=13.09 PROPOSED 8" SANITARY SEWER TO BE PRIVATE WITHIN SITE BOUNDARY. La Porte, Texas REQUIRED MINIMUM: 100 + 600/2 = 30 SPACES .� / L EXISTING PARKING LOT COUNT: I o - / ?f oyc C[ N rw& L", Qo('�2 5L1�' 99 SPACES, 6 ACCESSIBLE - -1 REss:got S.�Bt'ocxcw. SITE PLAN/LANDSCAPE NEW PARKING LOT COUNT: O I I 58 ADDITIONAL SPACES FOR A TOT L OF x -PPE: Seh��`'a'{''o submitted: Designed b • AMH 157 SPACES, 6 ACCESSIBLE I GD I ° I if O GAL:. ,gam 4 r�a st WeVISIVA awfi �� 01045 Scale: Drawn by y AMH I i a % y, F 22) �22'l 2 `13 1 S / I `( Date: Sheet of sheets I FB No, ALES PROJECT # ___..... Survey by: 14-449 ABR. TANI E/ C MON NAME CALIPER HEIGHT SPREAD MIN ROOT QUANTIN REMARKS ERCUSVIRGINWA 3.3IV 10'•1T 6'-5 65 12 TCHED, WELL OAK OOTED,6TAKED CM AGERMOEMA 1lie U r- 3'4 30GAL 4 CHED,WELL NDICA"NATCHEr CANE R ,STAKED RAPE MYRTLE 023-173-000-0017 WEST 8 STREET 023-158-013-0029 023-158-013-0025 023-158-013-0012 WEST C 023-157-000-0030 IP 023-157-000-0025 023-157-000-0021 023-157-000-0019 IR TT2 023-157-000-0017 ITJ 023-157-000-0031 Ld N Q WEST D STREET a K m IR 151R IR WEST E STREET 023-232-033-0029 023-232-033-0005 WEST F STREET 023-245-056-0031 /000/001h /000/001'1 k/00� rk/00� Ori' I Ori' IP 3 FNDEAST BI ISTREET .:C. x X 17.13 16.09 17.36 N 1 J9 x ffl22 x 17.61 O O 17.70 807 ({ Q�.x777I 59.76 XII.02 x 18.54 x 17.88 r,ve I7.60 J17.35 x 18.36 x 17.70 aw, m CONC BLD CONC BLD P AIONKEYBAR 16.9 ,�9 P 1� x 16.38 tt 16.38 tt UH East D Street � &33i LP LP 5r11, x t5,7 7 .4 x 17.6fi 1 � z j�t�zst 6jL aw 16.90 x 17. 7 x 1 .32 x 16.3115.82 a qL sD x 16.07 X 6. 15.99 01� 001 001�0 �56t1 ,1151 , 101 1 18.6# 16.21 15. x 15.3fi is x 16.8 11&&555t i X 17.18 x 708 X t6• 61g x 16.22 x 15.52 x 15.42 it 7 1& x 16.51 16.62 1 .73 x 14.83 x NOW 16.25 x 15.62 ...._X 157d x155011 �IpI� XI J, .... xan 5'80,0816.27 x 16) .2 16.5� 7.04 x 16..616.37 _ xIX 42 - itd$4`8 M45.91c 19t8 - li-16.98 ' x 18.30 I = S.L8191jfQ�y%8Bi4�. 75.5 .94 x96,kA8rD3.�9i 16.f1 .97 - x IN0.85 I :m_m x 16.96 - 16.23 x 16A016.42 1 7.22 CXD, Q v x 16.67 x +77 x 17.02 x 17.4 17M*" 116.2ec t vr PVC 12 ' w ..40 P P( �>4IT27<>x V v an IV485616.35x 16.27 x16 1 174 I � x 15.88 .33 � rd.WD 15.72...,, _. U -- °" x 1 .34 15 x15.00 ' 92 x 1550 1' 5.17 i.80 x 1 15.96 15.60 X15.1 x 14.86 x14.92 1<. x 15,87 x15.37 1 � 8 x 1 06 x14.94 81 `itk fl9 ALL &24 x 30 IMALL COAL 1 • RM , .Q¢ 15.61 x 15.14 x 15. x 15.29 ,,�0115.'1J (SMALL COAL1510:18ALLIa. & 2 x 15.85 .6. 576 yew 7 O PAD 5. x 15.22 x 15.34 x 681E # . x A..60` x �22�37��5gg2 x N' 4 7 S.6g x 23.19 25.8zx 24.281 ra85 x 19.55 x 23.79x pp4 70 79 1. 56 x 15.4fi x 23.54 S4 x 20.59 1Q2b x 15.887 Y k'!.�'93 x 15.41 x 19.92 1 17.33 ,,,,,, X. x14,71 , 1 I x 153 6 �I' 1 119 9 i L IR 3/4 FND 0001 ON 14.31 3 14.18 .31 4.23 8• x A 5 4.064.23 21P 4. 1 M 07 02 x 14.70 1 8 1 14,30 x 143D x14 66 4.35 1 & I I �1• x 14.66 1 B50 x 14.54 14.04 44 x 14.74 18 t x 15.01 011 x 15.08 x 75.08 x 14.53 A•C x �111475 95 I 2 ,119 x 19.92 rod x 14.92 E 98 11 0 1 04 g°s°bx 15.31 x 15.35 x 14.58 t .4 x 111.1a.79 74.77 L .� I x 14.80 C X 15.09 x ISM1 15 e� LP x 14.33 14.03 x 14.75 X 15.5B 15.15 .3 11h B70Pd?.@Y-34 �� x 15.39 x 15.50 x /4.42 x13.95 14.93 X 15.40 SAN 00 x 14.77 x 1b g751 x 14.87 x 1•,,,, " 47 X M I, EXISTING T 0 • Location Plan 1 "=2000' KEY MAP 580 C -N- 0 100' 150' 260' Scale: - 1 " = 100' DEVELOPMENT NAME LA PORTE JUNIOR HIGH SCHOOL DEVELOPMENT TYPE SCHOOL ZONING R-2 MEDIUM DENSITY RESIDENTIAL OWNER LA PORTE INDEPENDENT SCHOOL DISTRICT DEVELOPER LA PORTE INDEPENDENT SCHOOL DISTRICT LEGAL DESCRIPTION BEING A 26.8799 ACRE SUBDIVISION OUT OF BLOCKS 221-222, 243-245, TOWN OF LA PORTE, VOL. 60, PG. 113, H.C.D.R. IN THE J. HUNTER SURVEY, A-35, LA PORTE, HARRIS COUNTY, TEXAS ADDRESS 401 SOUTH BROADWAY STREET LA PORTE, TX 77571 ENGINEER ARBORLEAF ENGINEERING & SURVEYING, INC. KEY MAP 579 A BLDG AREA EXISTING: 108,374 SF PROPOSED: 144,192 SF FLOOD ZONE X HCAD NUMBERS FOR LPISD PROPERTY: 0001 024-019-068-0001 024-014-047-0002 �019/ 024-020-069-0001 p2° 024-021-071-0041 024-020-070-0001 024-013-043-0001 024-008-020-0001 OPOGRAPHIC SURVEY BENCHMARK INFORMATION CALL BEFORE YOU DIG Texas One Call participants request 48 hours notice before you dig, drill, or blast ----STOP, call Texas One Call System 1-800-245-4545. CAUTION: The location of SBC Telephone Company Utilities are shown in an approximate way only. The contractor shall determine the exact location before commencing work. He agrees to be fully responsible for any and all damages which might occur by his failure to exactly locate and preserve these underground utilities. 1-800-344-8377 a minimum of 48 hours prior to con- struction to have underground lines field located. When excavating within eighteen inches of the indicated location of telephone facilities, all excavation must be accomplished using non -mechanized excavation procedures. When boring the contractor shall expose the SBC telephone facilities. When telephone facilities are exposed, the contractor should provide support to prevent damage to the conduit ducts or cables. When excavating near telephone poles, the contractor shall brace the pole for support. CAUTION: Underground gas facilities. Locations of Centerpoint Energy main lines (to include unit gas transmission and/or industrial gas supply corp. where applicable) are shown in an approx- imate location only. Service lines are usually not shown. The contractor shall contact the Utility Coordinating Com- mittee at (713)-223-4567 or 1-800-669-8344 a mini- mum of 48 hours prior to construction to hoe main and service lines field located. --When Centerpoint Energy pipe line markings are not visible call (713)-967-8037 (7:00 AM to 4:30 PM) for status of line location request before excavation begins. --When excavating within 18" of the indicated location '.. of Centerpoint Energy facilities, all excavation must '... be accomplished using non -mechanized excavation procedures. --When Centerpoint Energy facilities are exposed, sufficient support must be provided to the facilities to prevent excessive stress on the piping. CAUTION: Overhead Electric lines may exist on the property. We have not attempted to mark those lines since they are clearly visible, but the Contractor should locate them prior to begin- ning any construction. Texas Law, Section 752, Health and Safety Code, forbids all activities in which persons or things may come within six feet of live overhead high voltage lines. Parties responsible for the work, including contractors, are legally responsible for safety of construction workers under this law. This law carries both criminal and civil liability. To arrange for lines to be turned off or moved, call Centerpoint Energy ® 713-207-2222. The Contractor shall be liable for all legal actions resulting from construction activity in the vicinity of this project and by accepting these plans, agrees to hold the Owner and Engineer harmless from any claims or damages resulting from his work. SAFETY SYSTEMS "These plans, and any attendant drawings, including shop drawings, "As Built drawings, or record drawings, addenda, change orders and specifications, prepared by this engineer do not extend to or include designs or systems pertaining to the safety of the construction contractor or its employees, agents, or representatives in the performance of the work. The seal of the Registered Professional Engineer hereon does not extend to any such safety systems that may now or hereafter be incorporated in these plans. The construction contractor shall prepare or obtain the appropriate safety systems, including the plans and specifications required by House Bills 662 and 665 enacted by the Texas Legislature in the 70th Legislature --Regular Session." All work shall conform to OSHA Safety Regulations i� �'�P•• `xis ADAM M. HUTCHISI ......................... 102128 5" 77-15 1 ( FILING DATE 15/27/2015 1 No. Revision Description Date Arborleaf Engineering & Surveying, Inc. TBPE 7705 TBPLS 100543-00 1002 Village Square Drive Ste B Tomball, Texas 7737�5 281-655-0634 A PORTE JUNIOR HIGH �O SCHOOL SITE PLAN 2 OF 2 La Porte, Texas Submitted: Designed by- HMti Scale' Drawn by- AMH Date: Sheet of Sheets FB No, ALES PROJECT # Survey by: 14-449