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HomeMy WebLinkAboutPROCESS PRODUCTS SITE PLANGENERAL NOTES: 1) REFERENCE LINES AND GRADES A. THE OWNER SHALL PROVIDE REFERENCES FOR LINE AND GRADE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE REFERENCE POINTS AND REPLACE THEM IF LOST OR DAMAGED. 2) EXISTING UTILITIES A. VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES. B. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. C. NO EXCAVATING OR OTHER CONSTRUCTION ACTIVITY SHALL BE CONDUCTED IN THE IMMEDIATE VICINITY OF A PIPELINE IN THE ABSENCE OF A PIPELINE REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. D. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE HAVE NOT BEEN MARKED SINCE THEY ARE CLEARLY VISIBLE. THE CONTRACTOR SHALL LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN 6 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. 3) EXISTING CONDITIONS: A. SPECIAL CARE SHALL BE TAKEN TO NOT DAMAGE ANY TREES OR DISTURB THE DRAINAGE. B. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR AS SPECIFIED ON THE DRAWINGS. SOIL SHALL NOT BE DEPOSITED GREATER THAN 4" DEEP WITHOUT PERMISSION FROM THE OWNER. 4) PERMITS: A. OWNER TO OBTAIN ALL PERMITS REQUIRED BY CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN ROAD RIGHT-OF-WAYS. B. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR SHALL BE OBTAINED AT HIS EXPENSE. 5) SAFETY: A. OBSERVE ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS WHEN WORKING IN OR NEAR PUBLIC ROAD RIGHT-OF-WAYS. B. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING EXCAVATION, TRENCHING, AND SHORING, 6) ALL EASEMENTS SHALL BE KEPT CLEAR OF BUILDING AND POOLS. 7) THE OWNER(S) OF THE REAL PROPERTY DESCRIBED. M a r- M EXISTING FH (FIELD VERIFY) SURVEYOR NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE 4204, NAD 83. ALL COORDINATES HEREON WERE CALCULATED USING HORIZONTAL SURFACE DISTANCES. 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE EASEMENTS AND OTHER INSTRUMENTS MAY EXIST THAT ARE NOT SHOWN HEREON. NO FURTHER RESEARCH OF THE HARRIS COUNTY DEED RECORDS WAS PERFORMED BY CIVIL CONCEPTS, INC. REGARDING THESE EASEMENTS. 3. ELEVATIONS ARE BASED ON RM 060030, ELEVATION IS 18.23'. NAVD 88, 2001 ADJUSTMENT. ZONE RESIDENTIAL LANDSCAPING TABLE TOTAL AREA: 34,373 SF ROOF AREA: 11,960 SF DEVELOPED SITE AREA: 22,413 SF REQUIRED LANDSCAPING (6%): 1,344 SF LANDSCAPING PROVIDED: 6,880 SF (3.0X) LANDSCAPE SCREENING: 4' EVERGREEN 0 5' SPACING- 69 EA 6' CRAPE MYRTAL ® 5' SPACING= 55 EA LIVE OAK TREES= 5 EA lZ V PROP 6 CHAIN L X C X X 6' C E MYRTAL '" .9L LANDSCAPE AREA 6' CRAPE MYRTAL SCRE�. IgG 2,760 FT SCREENING — — — OHE LZ - 3„9Z,£0„£0 O n OHE 9 � OR o'>4q� ->o©o-1o® �a oO�O���o�o� � ���Do�7oo�O�q�O�C3C�o©o�0®�4oO`g0� PROP AWNING �) MIN. 12 TALL OR 20 -► t0. m t 20% N o a PER BLDG/FIR CODE ` a N� o I 4 pp �^ PROPOSED5'1/2" CONCRETE 9 PAR�CING LOT W/ #4 p oQIT 5a �l° e?ax �90�lp�REBAR 18" E.O.C.E.W. I t�Z�r oR '*E IT ' .-ci000 3oxro X ax'o 0 m O �anm��z I �N �roo� o o �gy�}i'ryx I �/ I I tioQQ o oa�x e I - 0 19• a� . m O Q I 50• LIVE OAK I ( 3 20 T o 10' * 0% a $ SEE M.E.P. FOR 2 9'r► °D �9 y0 1°Jgy `Z�' �.,9� �9 N 3 0 1 a CONTINUATION �� �- r 9 'i _ x.E a r 9 n . n _.... s OFFICE d 25' M o ¢ XIT TREE BA EXIS REE j I�AC LINE ,�q /�.�.... .c�epp � � � _ 4' EVERGR�F�J �; LANIJJ�T[�cMARE% ON 4' EVVE�RGREEN - SCREENING LIVE OAK " 1,600 FT SCREEN NG + „ EIE�'TRIC SERVICE LANDSCAPE -AREA CO�INEG110N OH q0d" ' T \ + HO110 L1 • / f ip s. 1p EXTEND EXISIP TING N 2 o 4! RCP & BACKFILL 87H STREET m ar 6 CULVERT T. mLL m. s. o, EXISTING 8 1/2" CONIC. DRIVEWAY W/ #4 REBAR 18" E.O.C.E.W. ZONE: GENERAL COMMERCIAL LOHMAN CLASS COMPANY ;m -mmmm-0,iiia 20 0 20 40 60 FEET SCALE: 10s20' EXISTING 2" WATER LINE (FIELD VERIFY) EXISTING 6" SAN LINE /-(FIELD VERIFY) S. r6n AN TAP PqG d N M N * NNV tea- woLL e EXISTING FH (FIELD VERIFY) EXISTING 8 1/2" CONC. DRIVEWAY W/ #4 REBAR 18" E.O.C.E.W. T a r— .o ER cp } 0 m c W cV U¢a W Q W VICINITY MAP 0 O ' V N.T.S. U. w C/) V �0C� OWNER: Q ~ PROCESS PRODUCTS Q 1.1. a u Z �0 DEVELOPER: WYCOFF CONSTRUCTION 0 U ENGINEER: W CO II L LL SHELMARK ENGINEERING C uj OD LL FLOOD STATEMENT Gco O THE LOCATION OF THE SUBJECT TRACT ON THE FEMA FLOOD O O U INSURANCE RATE MAP, COMMUNITY PANEL NO.485487-0945-J, /- DATED NOVEMBER 06, 1996, LIES WITHIN (UNSHADED) ZONE "X", AN AREA OUTSIDE THE 500-YEAR FLOOD PLAIN. THIS Q� STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE REFERENCE MAP. THIS INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. CITY APPROVING AUTHORITY CERTIFICATEv THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS 0 APPROVED THIS SITE PLAN AND DEVELOPMENT OF PROC S PRODUCTS Q (FENCE & AWNING ADDITION) IN CONFORMANC WITH TH ORDINANCE OF THE CITY OF LA PORTE. BY: 0 0 Fj DIRECTOR, PLANNING DEPARTMENT w S 5 m O z z SITE PLAN ACCURACY CERTIFICATE o o v 0 1, RANDY J. USKA, AM REGISTERED UNDER THE LAWS OF THE w w 0: 0 STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE N V) ? Lu PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, N N ANGLES, CURVE, RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY - - SHOWN ON THE PLAT. SIGNATURE �CAlI�I" 0 �40— I• ^ rl / , PRINT NAME: Ranetw bi S. L+IS(4- / a?. Q \ N 8931- TEXAS REGISTRATION N0. o 0 0 o (AFFI_X4&44, i O�PSOFTF* to1� O Z ¢ m U O e 11 RANDALL J. LISKA e ' 5�P' •OF •TF f3..................: RANDALL J. USKA ...•...........� �0�••' •uo89374 1� ,4 /89374' 1 .Ilk......� .. 1� Ol 00 SHELMARK ENGINEERING, LLC 8419 E.F. LOWRY EXPRESSWAY• SUITE 120 TEXAS CITY, TEXAS 77591 409.935-9986 W W W.SHELMARK.NET DWG NAME: SITE PLAN DWG: 1.01 JOB NO: REV: 07- 8�aI 06-403 D