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HomeMy WebLinkAbout12022 NORTH P STREET_12-82000001MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM 0. Development Name: NJ �l �J/�e�Q Address: I ; e a? 07 /�/o%/�l / J ✓�v1 CLP Project No. �d—fi�7L 90/ Date Project Reproducible Received: Date Reproducible is Forwarded to Director for Signature: 3 — g --/ d, Date Reproducible is Filed in Drafting Div.: 3 , a% Ion Date Release Form Provided to Inspection Services Div.: 3 —.-2%/ 2 The site plan for the proposed project has been approved and released by the Planning Department. The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied PLACE COMPLETED RELEASE FORM IN CONSTR UCTION JOB FILE S:\CPShare\InspectionASITE PLAN RELEASE FORM.doc 01-2000 Rev. Il kAAP 9. F NQ Harris County Appraisal District REQUEST TO SPLIT OUT im COMBINE Information & Assistance Division P.O. Box 920975 REAL PROPERTY AC Houston TX 77292-0975 AW. No.: nJ A - lit I - ()nn, n0 Nerd Tax Year. �O n 19 . Inetnratlons You may use this form to ask the Harris County Appraisal District to split out property that has been add from an existing parcel, or to request that two or more parcels be combined into one. After completing the form mail it back to the Harris County Appraisal District at the address above. If you are delivering this form bring it to our Information 6 Assistance Division located at 13013 Northwest Fwy. If you have any questions, please call (713) 957-7800. Please Prim or Type all Information. IT you rood additional apace for Isti g owners, legal descriptions, or account numbers, please attach additonal pages ❑ Split parcel Into 2 or more new parcels ❑Acreage Correction ❑ Pickup improvements 01 nn CL m a combination of parcels, list accounts to be combined Qtlr•3' ~°` UUPT UP DEED MUST 6E PROVIDED, INCLUDING THE SURVEYOR'S METES AND BOUNDS DESCRIPTION OF THE PROPERTY(IFS) INVOLVED. YOU MUST ALSO PROVIDE EITHER A SURVEY MAP OR A MAP DRAWN TO SCALE SHOWING THE DESIRED CHANGES E WHERE THE IMPROVEMENTS(BUILDINGS) GO. Ownels Name I IFIC R. Coleman, Sr. m1 C m Melling Address 3� 3 S me�r �ianvr �. N city State zipcodew Ida u t,i TX1�1��13 Daytime Wephone (area dbab and number) Evening Telephone (area code and number) Legal D83nPaO"(1)0;.3-191 00r, Cc))L3 Legal Description (2)()2;-141-i1G0-Oq0--5 TE-q0A LOYMW Oatlotrs T9--40a t xecYty Oxl-lOis C �n vi ac dto Property Lacallon Address r ` Ia�o�ii' �l, uPn JT• Property Location1A'ddrew i1���2'lV hY M S CRY Starts Zip Code j-G.Me, Tx 116el I City State Tip Cade Loy Qoy'+v Ty TO l c 1 am owner of the property described above and request the Harris County Appraisal District to coned its C records to reflect the information listed a)" l '< € Signature --77 oat. m Q Printed Nae &ru-zs ��. 1D _mJfd 2 . Title n(A I (VF.—(z Any person who makes a false Wmby upon the foregoing retord may be subject to one of the following penaldes; 1) confinement In jaQ for a term up to 1 year ors One not to exceed $3,000 or both such fee and Imprisonment 2) confinement of up to I year In a community correcdonat facility; 3) imprisonment of not more than 10 years and/or a fine of not more than $10,000 or both such One and imprisonment as set forth in Section 37.10, Petrel Code. 9,5 _N—, y�. lya✓e_ AJ6f fece.i ve4—Si c�-NecY c c � o F M�- February 06, 2012 Mark Follis Follis Construction, Inc. 111 North Broadway La Porte, TX 77571 RE: Proposed Building— 12022 North `P' Street (CLP. Project 412-82000001) Dear Mr. Follis, Staff reviewed revised site plan and found the following items need to be addressed. Total area (sq.ft.) does not match with lot sizes shown on the site plan. Legal description provided on site plan does not match with HCAD information. Multiple accounts exist. Please find enclosed an application for aggregating these accounts. Once signed, please return to our Inspections Division prior to issuance of building permit. ✓3. Need specifications or construction details for proposed surface material. Proposed dumpster w/enclosure should be a part of the Phase I development. Provide min. 10' wide access easement in addition to proposed 20' utility easement to the west. Add a note on the site plan that access to the utilities would be accessed across future pavement, which will continue throughout the phase developments. 5. Show the proposed 20' utility easement to and through all future phases. 6. Extend the proposed 8" water line to and through the proposed phase one development. A fire hydrant shall be applicable. 7. At the end of the line, beyond the fire hydrant call out a gate valve and extend 10' future continuation. 8. Show the proposed 8" sanitary line extend to and through the phase one development. At the end and contingent on sufficient elevation, call out a manhole with a stub out for future continuation. North `P' Street Site Plan Page 2 of 2 9. For a phased development, water and sewer extensions would be applicable. The design must be in accordance with the Public Improvements Criteria Manual. 10. The elevation of the existing 8" sanitary sewer (N. "P" St.) will need to be verified for the feasibility of the proposed 8"sanitary sewer. 11. A separate Utility Plan must be submitted for review and approval by the City. Once the required changes are made, please resubmit three copies for review by Staff. If you have any questions, please contact me at (281) 470-5058. Respectfully, IA.44'j� Masood Malik City Planner c: Tim Tietjens Planning Director Malik, Masood From: Slaton, Rodney Sent: Monday, January 16, 2012 4:09 PM To: Malik, Masood Subject: 12022 North "P" Street Masood: The following are my comments concerning the above referenced site plan: 1) Flood zone note states F.I.M.A. instead of F.E.M.A. 2) Civil Engineer Statement -Second line COMMERCIAL is misspelled. 3) Please show how the added fill is not impacting the adjacent tracts. 4) How is the water draining once it reaches the back of the property? 5) What are the dimensions of the parking stalls? 6) Base material is not considered free. Be more specific on the side lot swales. b Follis Construction, Inc. „ r 111 N Broadway a La Porte, Texas 77571 a Ph. 281/471-6881 a Fax 2811471-6038 January 30, 2012 City of La Porte Masood Malik La Porte TX, 77571 Mr. Malik, This letter is in response to your review comments dated January 24, 2012 for 12022 North'P' Street. 1. Need engineer/surveyor's seal and signature on the site plan. Re: provide 2. Scale 1 "=80' is unacceptable and 1 "=40' does not match with the site plan. Re: Scale changed to 1 "= 60'? ? 3. Total area (sq.ft.) does not match with lot sizes shown on the site plan. Re: Not sure what you mean by this. Outbound information taken from survey shows the same square footage. See attached survey. 4. Multi le HCAD accounts exist for the property. Need to combine HCAD accounts. Re Agree 5. Need to show dimensions and identify sq.ft. of area to be developed (Phase 1) and subsequent land for phase 11 etc. Re: Shown on legend �6. Show residential property as per HCAD info. on the site plan. Existing residence is located on TR 1 903A which is approx. 117'xl52'. Show on site plan to determine if proposed phase I development will encroach on this tract of land. Re: 903A is not a subdivided lot and is not part of the legal description. This will go away when we consolidate HCAD accounts. 7. Legal description shown does not include TR 903A, therefore omit house and associated land tied to this tract from site plan. '�?e: 903A from our understanding is not a subdivided lot or out lot number. It is simply a portion of 903 called out in a meets and bound description. These lots lines do not exist 8. Legal description also indicted North' portion of lot 917. Need to show on the site plan, how much of lot 917 is being utilized. Show dimensions in feet to scale. Re: Shown on S-1 9. Screening of residential from Industrial uses required. Re: Would need your further interpretation. 10. Development name in the City approving authority certificate is incorrect. Remove verbiage "La Porte Commercial Properties". Re: Previously corrected 11. Place a note on the site plan: North 'P' street is not a designated truck route. Re: Shown on S-1 12. Show size of driveway radii on site plan. Re: Shown on S-1 13. Harris County driveway permit shall be applicable. Re: This portion of North 'P' is not county road, does not require County drive permit, per Ruperto Arismendez, Engineer, Harris County. (see attached) 14. All new landscaping shall require an approved irrigation system. A separate irrigation meter and permit shall be required from the City. Re: Separate irrigation meter shown, but not required to be a separate water meter as stated in your letter. 15. Show dumpster location with enclosure. Re: Shown on S-1 16. Show on site plan if electric line routing will be overhang or underground. Re: Previously corrected � I Please explain: - Re: Please explain your item no.17 which states "Please explain" 18. Requirements for proposed on -site 6" water line and 8" sanitary sewer. Re: Easement shown on drawing Qo 6,-7 77q v y /iy�b/,�ri/i AI� ��9%�' AxCf r 19. Future 4" on -site sanitary sewer. Show 6" sewer tap on site plan. Show private sewer line to the building. Re: Shown as private 20. Location of proposed water meter is not acceptable. Re: Consult Public works. I do not recall this being the consensus at the site plan review meeting when I divulged the future plans for the site. ov L n/ ' //*IV 21. The water meter must be shown along North P street along front of the property. Re: Question - Shouldn't water meter be at the end of the proposed water main, as not to create and unused dead end line. 22. Size of proposed water meter is not shown. Re: Shown on S-1 23. Location of proposed off -site TS&V will conflict. with existing driveway across the street. Re: Corrected on S-1 24. For additional future buildings, water line, and additional fire hydrants must be required. Note: existing FH along North T' Street will cover only proposed Phase I building. Re: Understood That is the reason behind placing at water main to and through this phase of the development. 25. Flood zone note state F.I.M.A instead of F.E.M.A. 4cw � ✓�'� Re: Previously corrected. 26. Fire hydrant on 'P' street is shown, but no water main is shown. Re: Previously corrected 27. Please show how the added fill is not impacting the adjacent tracts. Be more specific on the side lot swales. Re: Drainage Swale cross section at property line shown on S-1. 28. How is the water draining once it reaches the back of the property? Re: Shown on S-1 29. Base material is not considered dust free surface. Re: Shown as dust free. nil2/� 30. Future development onto additional tracts of land will trigger additional water and sewer development fees payable to the City. Re: Understood 31. The zoning permit is applicable. The owner/developer must obtain a building permit prior to commencing work at site. Re: The uses could be any uses allowed in LI zone. 32. Once the project is approved, a reproducible of the site plan sheets must be provided. Re: Understood Mark Yonis Follis Construction, Inc. January 24, 2012 Mark Follis Follis Construction, Inc. 1 1 1 North Broadway LaPorte, TX 77571 RE: Proposed Building— 12022 North `P' Street (CLP. Project #12-82000001) Dear Mr. Follis, Staff reviewed the above referenced site plan and found the following items need to be addressed. 1. Need engineer/surveyor's seal and signature on the site plan. 2. Scale 1 "=80' is unacceptable and 1 "=40' does not match with the site plan. 3. Total area (sq.ft.) does not match with lot sizes shown on the site plan. 4. Multiple HCAD accounts exist for the property. Need to combine HCAD accounts. 5. Need to show dimensions and identify sq.ft. of area to be developed (Phase I) and subsequent land for phase II etc. 6. Show residential property as per HCAD info. on the site plan. Existing residence is located on TR 903A which is approx. I ITx152'. Show on site plan to determine if proposed phase 1 development will encroach on this tract of land. 7. Legal description shown does not include TR 903 A, therefore omit house and associated land tied to this tract from site plan. 8. Legal description also indicates `North' portion of lot 917. Need to show on the site plan, how much of lot 917 is being utilized. Show dimensions in feet to scale. 9. Screening of residential from Industrial uses required. 10. Development name in the City approving authority certificate is incorrect. Remove verbiage "La Porte Commercial Properties". 11. Place a Note on the site plan: North `P' Street is not a designated truck route. 12. Show size of driveway radii on site plan. 13. Harris County driveway permit shall be applicable. 14. All new landscaping,shall require an approved irrigation system. A separate irrigation meter and permit shall be required from the City. 15. Show dumpster location with enclosure. 16. Show on site plan if electric line routing will be overhead or underground. North `P' Street Site Plan Page 2 of 2 17. Please Explain: 18. Requirements for proposed on -site 6" water line and 8" sanitary sewer. 19. Future 4" on -site sanitary sewer. Show 6" sewer tap on site plan. Show private sewer line to the building. 20. Location of proposed water meter is not acceptable. 21. The Water meter must be shown along North P Street along front of the property. 22. Size of proposed water meter is not shown. 23. Location of proposed off -site TS&V will conflict with existing driveway across the street. 24. For additional future buildings, water line and additional fire hydrants must be required. Note: existing FH along North `P' Street will cover only proposed Phase I building. 25. Flood zone note states F.I.M.A. instead of F.E.M.A. 26. Fire hydrant on `P' Street is shown, but no water main is shown. 27. Please show how the added fill is not impacting the adjacent tracts. Be more specific on the side lot swales. 28. How is the water draining once it reaches the back of the property? 29. Base material is not considered dust free surface. 30. Future development onto additional tracts of land will trigger additional water and sewer development fees payable to the City. 31. The zoning permit is applicable. The owner/developer must obtain a building permit prior to commencing work at site. 32. Once the project is approved, a reproducible of the site plan sheets must be provided. Once the required changes are made, please resubmit three copies for review by Staff. If you have any questions, please contact me at (281) 470-5058. Respectfully, Masood Malik City Planner c: Tim Tietjens Planning Director h m Malik, Masood From: Herrod, Curtis Sent: Tuesday, February 07, 2012 1:30 PM To: Garza, Julian Cc: Malik, Masood Subject: RE: REVIEW COMMENTS - N. "P" St. PHASE ONE Julian Per our telephone discussion earlier today, I concur that it would be in our best interest to require an access easement. Since our utilities will be in an drainage swell, it would be difficult to navigate equipment for any type maintenance activity. Ch/. From: Garza, Julian Sent: Friday, February 03, 2012 3:02 PM To: Herrod, Curtis; Malik, Masood Subject: RE: REVIEW COMMENTS - N. "P" St. PHASE ONE Curtis: Do we require an all weather access for utilities not adjacent to an improved ROW. I see that access to the utilities may be accessed across future pavement, but not sure this will be acceptable. Julian Garza Jr., P.E. City Engineer City Of La Porte 281-470-5063 From: Herrod, Curtis Sent: Thursday, February 02, 2012 11:54 AM To: Malik, Masood Subject: REVIEW COMMENTS - N. "P" St. PHASE ONE For review and consideration. Ch/ 13 d10 � 6 v t February 06, 2012 Mark Follis Follis Construction, Inc. 1 I 1 North Broadway LaPorte, TX 77571 RE: Proposed Building— 12022 North `P' Street (CLP. Project #12-82000001) Dear Mr. Follis, Staff reviewed revised site plan and found the following items need to be addressed. 1. Total area (sq.ft.) does not match with lot sizes shown on the site plan. 2. Legal description provided on site plan does not match with HCAD information. Multiple accounts exist. Please provide a copy showing consolidation of these accounts has been requested to HCAD. 3. Provide a copy of a submittal request for Harris County Driveway Permit for proposed drive along North `P' Street. 4. Need specifications or construction details for proposed surface material. Proposed dumpster w/enclosure should be a part of the Phase I development. 5. Provide min. 10' wide access easement in addition to proposed 20' utility easement to the west. Add a note on the site plan that pavement for access easement will continue throughout the phase development. 6. Show the proposed 20' utility easement to and through all future phases. 7. Extend the proposed 8" water line to and through the proposed phase one development. A fire hydrant shall be applicable. At the end of the line, beyond the fire hydrant call out a gate valve and extend 10' future continuation. 9. Show the proposed 8" sanitary line extend to and through the phase one development. At the end and contingent on sufficient elevation, call out a manhole with a stub out for future continuation. North `P' Street Site Plan Page 2 of 2 10. For a phased development, water and sewer extensions would be applicable. The design must be in accordance with the Public Improvements Criteria Manual. 11. The elevation of the existing 8" sanitary sewer (N. "P" St.) will need to be verified for the feasibility of the proposed 8"sanitary sewer. 12. A separate Utility Plan must be submitted for review and approval by the City. Once the required changes are made, please resubmit three copies for review by Staff. If you have any questions, please contact me at (281) 470-5058. Respectfully, Masood Malik City Planner c: Tim Tietjens Planning Director (1) Dead-end lines shall be avoided and may only be considered when a looped or interconnected water main system is not nearby. Such dead-end lines shall only be installed when special approval from the Director of Planning or his designated appointee is obtained. (2) The design of all water distribution systems should include the opportunity for future looping or interconnect of any approved or proposed dead-end line. (3) Dead-end lines within public right-of-way: (a) On permanent dead-end lines not serving residential cul-de-sacs, the line shall be 8 inches in diameter and shall not exceed more than 700 feet in length from the closest interconnection main line and shall terminate with a fire hydrant, flushing valve or blow - off valve. (b) In temporary dead-end situations or if the possibility for future extension of the water line exists do not reduce pipe sizes successively. Carry 8-inch diameter pipe to the last appurtenance or the plug. Place the last service as near as possible to the end and install a standard blow off valve and box at the end of the 8-inch diameter line. The maximum length of such a line shall be 700 feet. (c) In unavoidable permanent dead-end situations, reduce the sizes of pipe successively. Carry an 8- inch pipe to the last fire hydrant, then use 4-inch pipe to the end of the line and lay 4-inch line in accordance with Article 3.02, Section B, Clause 1, Item b. Provide a standard two-inch (2") blow off at the end of the main. (d) Isolate dead end lines with a line valve. (4) Water lines located in a public easement on private property in non -single family residential applications with 1 or more fire hydrants or flushing valves shall be 8-inch diameter with interconnection to at least 2 supply sources when possible. (a) Appropriately sized domestic service shall be taken from the 8-inch lines. (b) The design engineer shall submit water/hydraulic modeling data to the Director of Planning or his designated appointee demonstrating that adequate water pressures can be maintained given projected water demand in non -single family residential applications. (c) The design engineer shall submit water/hydmulic modeling data to the Director of Planning or his designated appointee demonstrating that fire flow capacity is available for the non -single family residential applications. `K Water line placement in ide lot =mInq shall not be allowed except y specud approval of the Director of Planning or s esignated appointee. Where side lot easement water do receive special approval they may be lain in a continuous steel casing pipe. When such casing is Ja osry 2004 Water System resign Mcria Page 2 of 13 required by the City of La Porte, extend the casing uninterrupted from building fine to building line. No horizontal or vertical deflections are allowed. Construct encased water line of ductile iron or restrained joint bell and spigot pipe to prevent lateral movement. Provide and install casing spacers and end seals. This item shall only apply to publicly maintained lines. 2. The use of steel pipe for use as a water line transmission pipe is prohibited Steel pipe shall only be used for water line casings only. 3. Water Line Testing: All newly installed water lines shall be designed to hold 125 psi hydrostatic pressure for 4 hours. If a leak is detected within that 4 hours, an 8 hour test shall be required. Hydrostatic tests shall be performed per AW WA standard specifications for installation of cast iron water main C-600. 4. Chlorination: All newly installed water lines shall have to pass bacteriological testing before being accepted for maintenance by the City of La Porte. The City will conduct the bacteriological testing The City will pay for passing tests and the developer/contractor shall be responsible for the cost of failed tests. C. Location (See Table 3.1) 1. Boulevard streets: If approved, public water lines, may be located within the esplanade. Water lines should be located as near the centerline as possible to avoid conflict with future pavement widening. The lines should be located in the street right-of-way to avoid conflict with future pavement widening 2. Locations within an easement: Locate water lines in the center of a 10-foot minimum width dedicated water line easement. For location within side lot easements, the minimum easement width shall also be 20 fat. The Director of Planning or his designated appointee may require a wider easement if the line is to be buried more than 8 fat deep from natural ground surface at any point in the easement. Obtain approval from the City of La Porte for lines to be located in smaller or multi -use easements. 3. When a water line is placed parallel to but not crossing any other proposed or existing utility line, other than a sanitary sewer, the water line shall have a minimum of 4 feet horizontal clearance from the outside wall of the existing utility to the outside wall of the proposed waterline. Any proposed deviation from these criteria must first be approved by the Director of Planning or his designated appointee. 4. A minimum distance of 2 feet shall be maintained from the fight -of -way or easement line to the outside edge of the water line. 3=My 2004 Water System Design Criteria Page 3 of 13 PUBLIC WORKS UTILITIES DIVISION 2/02/12 SITE PLAN REVIEW COMMENTS Re: Coleman Willis H Jr. 12022 N. 11P" St. y 1. Will this be a phased development for the use by more than one / separate businesses ?? Should this be shown ? 2. For a phased development, water and sewer extensions would be applicable. The design must be in accordance with the Public Improvements Criteria Manual. y 3. The elevation of the existing "8 sanitary sewer ( N. "P"St) will need to be verified for the feasibility of the proposed 8"sanitary sewer. 4. A separate Utility Plan must be submitted for Staff review and approval. SITE PLAN 5. Show the proposed 20' utility easement to and through all future phases. 6. Extend the proposed 8" water line to and through the proposed phase one development. A fire hydrant may be applicable. 7. At the end of the line, beyond the fire hydrant call out a gate valve and extend 10' future continuation. 8. Show the proposed 8" sanitary line to extend to and through the phase one development. At the end and contingent on sufficient elevation,, call out a manhole with a stub out for future continuation. Ch/. PUBLIC WORKS UTILITIES DIVISION 2/02/12 SITE PLAN REVIEW COMMENTS Re: Coleman Willis H Jr. 12022 N. 11P" St. Will this be a phased development for the use by more than one separate businesses ?? Should this be shown ? 2. For a phased development, water and sewer extensions would be applicable. The design must be in accordance with the Public Improvements Criteria Manual. 3. The elevation of the existing "8 sanitary sewer ( N. "P"St) will need to be verified for the feasibility of the proposed 8"sanitary sewer. 4. A separate Utility Plan must be submitted for Staff review and approval. SITE PLAN 5. Show the proposed 20' utility easement to and through all future phases. 6. Extend the proposed 8" waterline to and through the proposed phase one development. A fire hydrant may be applicable. 7. At the end of the line, beyond the fire hydrant call out a gate valve and extend 10' future continuation. 8. Show the proposed 8" sanitary line to extend to and through the phase one development. At the end and contingent on sufficient elevation, , call out a manhole with a stub out for future continuation. Ch/. , W74 'OR RTE O' 3 �A Z `y C-Sl•� 2$ $ N {A uj 64 +BEX R,.. -^. W ,f ! " CA&KETT rn ' t Z B%O IE E o him - .l #' E t • — i�`a ♦ MILAM 'r - waWPLAIN BROOK +k SET-RkDGEr r f er �LDCRrEST t , /�ozN.P si GlJ LL 1 � Ols �• A ••� _I c- - De v �� n�,,,�„�} Z � i A CWcta (v a L1L� I- 31 Z U E Ot i S N e evoo . a3 �o i ;q+ —� cr ess A9 !-elf ^A a ,./l � �ACA a— ? yr - r(\.,\ aA i. 1�� F • � T I U l I !1 - �Z -3ivooac�3-lw _CEIVE °r < CITY OF LA PORTE PLANNING DEPARTMENT D 9 I + ° 604 West Fairmont Pw.77571 50Ofic291.4715a0, aax 261o470T05 www.lapodeb.gov nv APPLICATION for ADDRESS, UTILITY VERIFICATION & DRIVEWA ULVERT (Note: Complete Info. in dashed box only. Partial or incomplete information will delay processing of your application) - _ _ - - — — — — — — — — — — — — — — — — — — — —G — — — — — — i PROPERTY OWNER: OWNER'S AGENT:� 1 Name: �i�/// Cc[-rIV7AI/ Name: I Phone Phone# 2Y/ 97/- # t Fax# Fax#: 2Y/ y%/ 603t E-Mail: E-Mail: I I I I PROPERTY INFORMATION: o S1 Z O 7, // 1 Current Property Address (if existing): 'Z / o A zs HCAD Ada No. of Property (13 digits): 0 2 3 i'y 0 0 2 0 z Legal. Description of Property: 7 9 7 35 R 6 %hAL 0 G N Gn / /-) Sr) rJ I GA n-tp o L0%� I 1 •SITE PLAN INFORMATION (for site Plan submittal onlyl: Development Name: Description of Project. I New Building or Expansion?: Note: Applicant must suotntt 6 copies of site plan to C7ty+ $IX Site Plan Fee for up to 5Acres + $5.00 for each addro0nal acre , APP I MY PROJECT WILL REQUIRE (check apPiicablel: I I I I � ADDRESS (Include Survey, Sketch Plan or Site Plan illustrating subject property wi existing & premised improvements) ' 1j UTILITY VERIFICATION (Include Survey, Sketch Plan or Site Plan illustrating subject property w/ existing & proposed improvements) , 1 I 'DRIVEWAY CULVERT SIZE (Include Survey, Sketch Plan or Site Plan illustrating subject property w/ existing & proposed improvements) 1 I I Note: For Driveway Culvert on Harris County Roads; q9 287.4527598 1 For Driveway Culvert on TXDOT Roads Calla 287,464.5503) 1 �ADDRE55 ASSIGNMENT (by Cnyl /;?,q i a S mStree['0 SL`Prefix S:. Name Councu Drst ,:nv F(anriny Sactor 'onnrg �1TIL PY�VERIRQkTI0N rov CitY1:.. ry k tensrbn aire ll Water:�Avaa`ble to'property°. y- —�'h �i .. — �t i *U ars�yon of raresE-Water Main: .Sanrtary.SewgrAyadabie to Probe Yes N��� Xte _ion Require^ �'"•' ^s�ocatlon Pf Nearesf Sewer Maui: ' ' DRIVEWAY CULVERT SIZE (bv City` Date Culvert S¢ec K_7Y D l�� a us nlv: r"EI�Date u RCP Date e L.F of Date Vent IMP wQrcchaseand."-lryofd-n•IM aAeftcorz ctroc*ft Pubic lateU. vedfro - - JNn'kSDepar&rat(2&F)47796$QlRschedule,'esidenharfnsta0ationon Date AP _ ofm CdYmamfaer -- .. d�o6N 4- - - ►, . - Follis Construction, Inc. 111 N Broadway • La Porte, Texas 77571 • Ph. 2811471-6881 • Fax 281/471-6038 January 30, 2012 City of La Porte Masood Malik La Porte TX, 77571 Mr. Malik, ECEQVE JAN 3 0 2012 BY:---� This letter is in response to your review comments dated January 24, 2012 for 12022 North 'P' Street. 1. Need engineer/surveyor's seal and signature on the site plan. Re: Will provide 2. Scale 1 "=80' is unacceptable and 1 "=40' does not match with the site plan. Re: Scale changed to I "= 607 3. Total area (sq.ft.) does not match with lot sizes shown on the site plan. Re: Not sure what you mean by this. Outbound information taken from survey shows the same square footage. See attached survey. 4. Multiple HCAD accounts exist for the property. Need to combine HCAD accounts. Re: Agreed 5. Need to show dimensions and identify sq.ft. of area to be developed (Phase I) and subsequent land for phase II etc. Re: Shown on legend 6. Show residential property as per HCAD info. on the site plan. Existing residence is located on TR 903A which is approx. I I Tx152'. Show on site plan to determine if proposed phase I development will encroach on this tract of land. Re: 903A is not a subdivided lot and is not part of the legal description. This will go away when we consolidate HCAD accounts. Legal description shown does not include TR 903A, therefore omit house and associated land tied to this tract from site plan. Re: 903A from our understanding is not a subdivided lot or out lot number. It is simply a portion of 903 called out in a meets and bound description. These lots lines do not exist. 8. Legal description also indicted North' portion of lot 917. Need to show on the site plan, how much of lot 917 is being utilized. Show dimensions in feet to scale. Re: Shown on S-1 9. Screening of residential from Industrial uses required. Re: Would need your further interpretation. 10. Development name in the City approving authority certificate is incorrect. Remove verbiage "La Porte Commercial Properties". Re: Previously corrected 11. Place a note on the site plan: North V street is not a designated truck route. Re: Shown on S-1 12. Show size of driveway radii on site plan. Re: Shown on S-1 13. Hams County driveway permit shall be applicable. Re: This portion of North 'P' is not county road, does not require County drive permit, per Ruperto Arismendez, Engineer, Harris County. (see attached) 14. All new landscaping shall require an approved irrigation system. A separate irrigation meter and permit shall be required from the City. Re: Separate irrigation meter shown, but not required to be a separate water meter as stated in your letter. 15. Show dumpster location with enclosure. Re: Shown on S-1 16. Show on site plan if electric line routing will be overhang or underground. Re: Previously corrected 1�. Please explain: Re: Please explain your item no.17 which states "Please explain" 18. Requirements for proposed on -site 6" water line and 8" sanitary sewer. Re: Easement shown on drawing 19. Future 4" on -site sanitary sewer. Show 6" sewer tap on site plan. Show private sewer line to the building. Re: Shown as private 20. Location of proposed water meter is not acceptable. Re: Consult Public works. I do not recall this being the consensus at the site plan review meeting when I divulged the future plans for the site. 21. The water meter must be shown along North P street along front of the property. Re: Question - Shouldn't water meter be at the end of the proposed water main, as not to create and unused dead end line. 22. Size of proposed water meter is not shown. Re: Shown on S-1 23. Location of proposed off -site TS&V will conflict with existing driveway across the street. Re: Corrected on S-1 24. For additional future buildings, water line, and additional fire hydrants must be required. Note: existing FH along North 'P' Street will cover only proposed Phase I building. Re: Understood That is the reason behind placing at water main to and through this phase of the development 25. Flood zone note state F.I.M.A instead of F.E.M.A. Re: Previously corrected. 26. Fire hydrant on 'P' street is shown, but no water main is shown. Re: Previously corrected 27. Please show how the added fill is not impacting the adjacent tracts. Be more specific on the side lot swales. Re: Drainage swale cross section at properly line shown on S-1. 28. How is the water draining once it reaches the back of the property? Re: Shown on S-1 29. Base material is not considered dust free surface. Re: Shown as dust free. 30. Future development onto additional tracts of land will trigger additional water and sewer development fees payable to the City. Re: Understood 31. The zoning permit is applicable. The owner/developer must obtain a building permit prior to commencing work at site. Re: The uses could be any uses allowed in LI zone. 32.Once the project is approved, a reproducible of the site plan sheets must be provided. Re: Understood IV1arK roues Follis Construction, Inc. m m N 1425 040-177-001-0009 15.7800 AC 2 040-177-001-0002 22.6700 AC to Harris SH'zzs County Appraisal _ R7_ District 2A 906 _ - - -e m �902B 902C 903 903A 904 905 902 tan 3 p oQ $ mpqp pop@ asCa 4$ m8Q C� NQh `ery �a Fa Ng(Q gi425 N H ------ me rm• m__________ --- --------- ----------- 1 909 910 ^ 912 911 4 913 023-14 023-147-000*913 ' 32.1666 t686 A AC.. 4.3951 AC 8 ci ni 914A 913A 023-147-000-0926 - - --_-. ---- a m ----------------------------------------------- 920 s 917 918 919 _ 915A 0� 916A ` n zzzm 7q a 915 ` qg 4 917A ay �23' 916 \ 1715 D23-147-000-0915 3.9360 AC. 4 0 917B\ O e 919A a m �1z �" 919A 1 \�`` 41828� rem mzm tan ,m m 5H 040-179-00D-0076 n. c 1.0220 AC. 5 � ux_ +m.rs 4D 1801 040-179-000-0021 ``�`. P -001066 5 7.5980AC. n.o -------- ., 48-1 4C 4G __-___-__._fie 12031 a __1_l___.___.- ___-__1 -. ` -------- muu x SE•1 ` ` 0 100 200 PUBLICATION DATE: 8/1512011 Geospabal or map data maintained by Iba Hams N County Appraisal Distrust Is for mformalional purposes Qand may rot tie been prepared for or be suitabta for legal. elgilmenng, or surveym9 purposes. It ID aces not represent an ohlM9muM survey and only mpmsenls 1M approelmats location of Property boundaries. f-A t 6154B Mu UUUU uUmm Harris County Appraisal District 0 I0I� 11nI�19 221I0 PUBLICATION DATE: 8/15/2011 Geospatial or map data rneintalneo by lbe Hems N County Appraisal D'Istricl is for informational purposes am may not tuwe been prepared for or be sudaale bunni enpireeAg. or V wYglnye,noses.It G Eourotre sunne en oI}ItmQmno survey ertl only represents line en apatalocationof properopeM boundaries. MAP LOCATION �t FACET 6154B n©m ©00i!J n®m® Z Tad r w CO City of La Porte H.CC.r No. T099690 L=51.08' R=360.00' LC= S59'06' 10 . E 51.04' ' •J rAcsxa .�E OT lF' TETRA SURVEYS • APPRAISALS ,- 'A'� IsiF� • t.e.vuroo- wlor w+i Roe G[VI�� aanMr, naq nwr Uawl.ee0 Iwz In>pm�a0 '[s S{ A.J. SMITH /if SUF�� ADDRESS: 12018 k 12022 NORTH P STREET A:x n mr Yxis SCALC OA^C ORAIM r ax r xar n 94rx r 100 4-15-06 JMR hr C.r. NUYBL:: JOB AT. 1008 CS 1:22443-C 073MOC Quinton L. Berry H.CCr. NO. M62351 SENS. ROAD(R.o.w. VARIES) 2' 26" w Clenn M. Plarrner Vot 7t21 Pg 162 H.C.D.R 347.326 SQ. FT. 7.9735 ACRES Southern 1tcific Transportation Co. H.CC.r. No. H967408 Hang a 7.9735 "" (347.326 quart fool) tract of land ed in the Enoch Brinson Survey. Abstract No. 5• Harris Co y. Tesae and being all of 01 lots 903 and 912 and the no h portion of Outtol 917 of La Porte Outlots• a subdivision per mnp or plat thereof Pe ordtd in Volume 61. Page I of the Deed Records of Harris County. Texas M XzhOU -A- M./Ms 2 B-UIWJ ?Y COUNTr STATE LA PORTE HAR S I TEXAS HOUSE IDETALL Scale: 1"=30' Donna S. Cole H.CC.F.. NO. XX79366 P.O. rid 1/r 1. o.. swre x.wA (J« YYYJ e re.Y.n.e' \ rA1.1 0.. sw.r •ash— e . YrAM 1 � Z Fhd A ry orevlurreM sxo py( YI IIII V iQ1 M 1V{/L M O M1I saVea 1 maC xer . wnrleR ax A oMee t A==M TO FLOOR AMERICAN TITLE COMPANY 5003 COLLEGE PARK DEER PARK TEXAS 77571 Harris County Appraisal District Information & Assistance Division P.O. Box 920975 Houston TX 77292-0975 Accl. No:: REQUEST TO SPLIT OUT OR COMBINE REAL PROPERTY ACCOUNT(S) — /W 'f — r)U[) — Next Tax Year: .2 0 Instructions P r (MA r J � You may use this form to ask the Harris County Appraisal District to split out property that has een sod from an existing parcel, or to request that two or more parcels be combined Into one. After completing the form mail It back to the Harris County Appraisal District at the address above. If you are delivering this form bring it to our Information & Assistance Division located at 13013 Northwest Fwy. If you have any questions, please call (713) 957-7800. Please Print or Type all Information. If you need additional space for listing owners, legal descriptions, or account numbers, please attach additional pages ❑ Split parcel Into 2 or more new parcels ❑ Acreage Correction ❑ Pick up Improvements Pr ) Mfur w N O d Td Sit a combination of parcels, list accounts to be combined 093 - 141- 000 - 0 9 2 3 �wo 023-/417-000-0103; 023-14 1-000-0°1Z4 023-10-000-01 COPY OF DEED MUST BE PROVIDED, INCLUDING THE SURVEYOR'S METES AND BOUNDS DESCRIPTION OF THE PROPERTY(IES) INVOLVED. YOU MUST ALSO PROVIDE EITHER A SURVEY MAP OR A MAP DRAWN TO SCALE SHOWING THE DESIRED CHANGES & WHERE THE IMPROVEMENTS BUILDINGS GO. Owner's Name Colemot4 WIis H , SR O- C 1° Mailing Address 38 S MANOR D R. U 1^nm Gr N c City State Zip Code Lea %Jt. C.+ Tx. 77573 — 7790 Daytime Telephone (area code end number) Evening Telephone (area code and number) Legal Description(1) 02.3 - f 4I - coo - o9 o 3 Legal Description (2) 023 - I q 7 - 0 00 - 0 9 Z 3 TR-'t03-A LAPerkc. Oo+Xot-,s TK - 903 LA 0,>k Porte- ok5 'P p ey>l besc6frt'6n 3 0.13-/5r7-000-092y Leg4l Descr�Pii. �(V� T(R 917 M cL}, qlZ La Pere ovi loEs 0a3-ly7-000-09z5 oApar s 0.Property Location Address "P L A. Pe ekG,Tjc , Property Location Address "P" laozz N. st. I2ozz N. S+- City Stale Zip Code City Stale Zip Code LA te T-kols 7757I I-.APer-k2, T2XA5 1757 I am owner of the property described above and request the Harris County Appraisal District to correct Its records to reflect the information listed above. Signature Printed Name Data Title Any person who makes a false entry upon the foregoing record may be subject to one of the following penalties; 1)confinement In)all for a term up to 1 year or a fine not to exceed $3,000 or both such fine and Imprisonment; 2) confinement of up to 1 year In a community correctional facility; 3) Imprisonment of not more than 10 years and/or a fine of not more than $10,000 or both such fine and Imprisonment as sot forth In Section 37.10, Penal Code. -f La Porte NO. 7099690 rsJe r MyA bY—� X/ Quinton L Berry Nc.c.r. No. m6235l 5KRS ROAD(R.O.w. VARIES) ._. ._.._ .. _. __ _.___.. __._.. .. .. P.O.C. w � i Donna S. Cole Rt.c.r. No. x27936e i w Glenn M. Planer Vol 7121 Pg 162 H.C.D.R 347.326 SQ. FT. I 7.9735 ACRES E r , o Cow\� or• Southern Pmcific Transportation Cc NCCr. NO. 11967408 TETRA=1APPRAASALS LAND T1TLE SURVEY OF: Be "ng a 7.9736 acne A)SAlS f land QLare JiMtJ tTaCt Of landslns tae atd in the EtiwcIf Brinson .e' ll)-Ipl AbslracNo.5, Xarrls CV±d y. resat and being all of lots 903 and 912 and the A.F. SYITN ///a portion of DIIttO! 917 Of _rte Oullots, a subdivision OIB d 1202? .VORTN prded r map or plat thereof in Volume 61. fhge I SCALES DArX% of the Deed Records of r- too 4-15-OBHams County, Texas C.r. Nw/BEr.EtAua -A- Y.I.a & au.& 2008 CS f.22II3_CWKAaOML'EE r COUNTT STArV HARMS I TEXAS 0 Scale) r 30' D.. MbeM 1s� AWa) aa'rr.e• b ID.e'.)aa' 0. bab 14f.1 P.O. !Yd 1/2- 1. Fr a...a w DJW AOr Dtu A. lelPlteA M I tWp (p/f. ( IaVDdAC N rrD00 INRINAI dTEO - TNA rRAcr . _L AND /N TNI VArl 1" a m OR aca Fee AeDre Ar"Allocra m✓ DDir AO Aar IWCNJWB re II AMERICAN T/TLr COYpANy 5003 COLLEGE PARK DEER PART( TEXAS 77571 NQ N O c" Q a SAID $U.Aer fD ImfU ce m rIDOD11e mteml C" OF LA PORTS PLANNING OEPARTMEM D 9 t ' U f 604 West Fairmont Parkway, La Porte, TX 77511 Off= 281,471.5020, Fax 2B1.415005 www.laparteh.gm nv APPLICATION for ADDRESS, UTILITY VERIFICATION & DRIVEWA ULVERT (Note: Complete info, in dashed box only. Partial or incomplete information will delay processing of your application) - - - - ------ -- -- - - -- -I PROPERTY OWNER: OWNER'S AGENT: /• I VOfK FAls Name: Name: Phone # Phone # I Fax# Fax# 2W 97/ Go38 E-Mail: �' /P S g E-Mail: I PROPERTY INFORMATION: / 2 /0 sy 2 0 7, N T Current Property Address (if existing): IL 0 0 0 HCAD Acct No, of Property (13 digits): '- z w . O ° O ? 2 Tip Legal.Descri*don ofProperty % g 2 15 AG 7pa —)qe— ^[=/✓OGN QYLI>JS� 7 I I 'SITE PLAN INFORMATION (for site Dian submittal only): v Development Name: Description of Project I New Building or Expansion?: Note: Applicant must submit 6 copses ofsite plan to City+ S70OShe Plan Fee forup to 5Aa-es,, $5.00 for each addIdonal acre MY PROJECT WILL REQUIRE (check applicable): I I � ADDRESS (Include Survey, Sketch Plan or She Plan Illustrating subject property wl existing &proposed improvements) ' ji� UTILITY VERIFICATION (Include Survey, Sketch Plan or She Plan illustrating subject property wt existing & proposed Improvements) I 'DRIVEWAY CULVERT SIZE (Include Survey, Sketch Plan or She Plan illustrating subject property w/ existing & proposed Improvements) d Note. For Driveway Culvert on Hams County Roads, cal 267.452.7598 For Driveway Culvert on TXDOT Roads Csh. 261.464.5503) ADDRESS ASSIGNMENT (bv dlNl: �,Gr%/✓ �l -,..(. >/"��`` fist` - Street; St. Piefix S; NamA , n, �roinc Sacra �pnngtksC r UTILGY VERIFICA`ICN ;cC •Jlry ' at Available to�PropertyY: Yes/ nNJ- „ — irslon Required , vra oo of Neatl tWaterMam: sSanitary-Sewer�Avallable to Prooe Yes N = r. for Rccui ed Location of Nea ea' Szwe, Maln._ DRIVEWAY CULVERT SIZE (by gate :JIver S�zec __ K=Y D xs mv.: q Date u R iG ate e _ -+�'a%iLF. of R�° uzce Vaenttor- ;�urhaseand'delreyaf�i'YeaayafiV&scontact0eC2ysPuoiic I ^ateJ c=ivetlto ',.P.1Ma7tf DepartrnerMar(1aFJ 471-9630 to schadule resrderrtial 11s1i#atron an Date Ab 3'Sat� q St. LV 11115 CoI4F,mAn4 S2 S ��C, fIptN Revk�� R e S" _ / 7, % 8 4 ( 117" X I s Z'J -od fw. HcAD = 1a1, 968 4t 1 3 9, 3 9 2 rp -//, 8 / 8 lu 7-o4AL = 3ao) 9 6 a t� Cc,,A, �, f+cAt Dbes mot mPtA-ch lo+ Si2c� shown/ onl S,tp_ o.na o. jGa J�e to— aD..w— c ram_•- .a,�� _U�-a.�_ �o_. These. W;" rvot 6e Any w_P• �/s�.�.>« 92a_3-1 dUe.o f et_S— —'s1—P�evi_ous.l p-A�:o_. r II UUU It On. City of La Porte Established 1892 January 24, 2012 Mark Follis Follis Construction, Inc. I I I North Broadway LaPorte, TX 77571 RE: Proposed Building— 12022 North `P' Street (CLP. Project #12-82000001) Dear Mr. Follis, Staff reviewed the above referenced site plan and found the following items need to be addressed. l . Need engineer/surveyor's seal and signature on the site plan. 2. Scale 1"=80' is unacceptable and 1 "=40' does not match with the site plan. 3. Total area (sq.ft.) does not match with lot sizes shown on the site plan. 4. Multiple HCAD accounts exist for the property. Need to combine HCAD accounts. 5. Need to show dimensions and identify sq.ft. of area to be developed (Phase I) and subsequent land for phase I1 etc. 6. Show residential property as per HCAD info. on the site plan. Existing residence is located on TR 903A which is approx. 117'x152'. Show on site plan to determine if proposed phase I development will encroach on this tract of land. 7. Legal description shown does not include TR 903 A, therefore omit house and associated land tied to this tract from site plan. 8. Legal description also indicates `North' portion of lot 917. Need to show on the site plan, how much of lot 917 is being utilized. Show dimensions in feet to scale. 9. Screening of residential from Industrial uses required. 10. Development name in the City approving authority certificate is incorrect. Remove verbiage "LaPorte Commercial Properties". 11. Place a Note on the site plan: North `P' Street is not a designated truck route. 12. Show size of driveway radii on site plan. 13. Hams County driveway permit shall be applicable. 14. All new landscaping shall require an approved irrigation system. A separate irrigation meter and permit shall be required from the City. 15. Show dumpster location with enclosure. 16. Show on site plan if electric line routing will be overhead or underground. 604 W. Fairmont Pkwy. • La Porte, Texas 77571 • (281) 471-5020 North `P' Street Site Plan Page 2 of 2 17. Please Explain: 18. Requirements for proposed on -site 6" water line and 8 sanitary sewer. 19. Future 4" on -site sanitary sewer. Show 6" sewer tap on site plan. Show private sewer line to the building. 20. Location of proposed water meter is not acceptable. 21. The Water meter must be shown along North P Street along front of the property. 22. Size of proposed water meter is not shown. 23. Location of proposed off -site TS&V will conflict with existing driveway across the street. 24. For additional future buildings, water line and additional fire hydrants must be required. Note: existing FH along North 'P' Street will cover only proposed Phase I building. 25. Flood zone note states F.I.M.A. instead of F.E.M.A. 26. Fire hydrant on 'P' Street is shown, but no water main is shown. 27. Please show how the'added fill is not impacting the adjacent tracts. Be more specific on the side lot swales. 28. How is the water draining once it reaches the back of the property? 29. Base material is not considered dust free surface. 30. Future development onto additional tracts of land will trigger additional water and sewer development fees payable to the City. 31. The zoning permit is applicable. The owner/developer must obtain a building permit prior to commencing work at site. 32. Once the project is approved, a reproducible of the site plan sheets must be provided. Once the required changes are made, please resubmit three copies for review by Staff. If you have any questions, please contact me at (281) 470-5058. Respectfully, Masood Malik City Planner c: Tim Tietjens Planning Director January 24, 2012 Mark Follis Follis Construction, Inc. I I I North Broadway La Porte, TX 77571 RE: Proposed Building— 12022 North `P' Street (CLP. Project #12-82000001) Dear Mr. Follis, Staff reviewed the above referenced site plan and found the following items need to be addressed. l . Need engineer/surveyor's seal and signature on the site plan. 2. Scale 1"=80' is unacceptable and 1"=40' does not match with the site plan. 3. Total area (sq.ft.) does not match with lot sizes shown on the site plan. 4. Multiple HCAD accounts exist for the property. Need to combine HCAD accounts. 5. Need to show dimensions and identify sq.ft. of area to be developed (Phase I) and subsequent land for phase I1 etc. 6. Show residential property as per HCAD info. on the site plan. Existing residence is located on TR 903A which is approx. 117'x152'. Show on site plan to determine if proposed phase I development will encroach on this tract of land. 7. Legal description shown does not include TR 903 A, therefore omit house and associated land tied to this tract from site plan. 8. Legal description also indicates `North' portion of lot 917. Need to show on the site plan, how much of lot 917 is being utilized. Show dimensions in feet to scale. 9. Screening of residential from Industrial uses required. 10. Development name in the City approving authority certificate is incorrect. Remove verbiage "La Porte Commercial Properties". 11. Place a Note on the site plan: North `P' Street is not a designated truck route. 12. Show size of driveway radii on site plan. 13. Harris County driveway permit shall be applicable. 14. All new landscaping shall require an approved irrigation system. A separate irrigation meter and permit shall be required from the City. 15. Show dumpster location with enclosure. 16. Show on site plan if electric line routing will be overhead or underground. North `P' Street Site Plan Page 2 of 2 17. Please Explain: 18. Requirements for proposed on -site 6" water line and 8" sanitary sewer. 19. Future 4" on -site sanitary sewer. Show 6" sewer tap on site plan. Show private sewer line to the building. 20. Location of proposed water meter is not acceptable. 21. The Water meter must be shown along North P Street along front of the property. 22. Size of proposed water meter is not shown. 23. Location of proposed off -site TS&V will conflict with existing driveway across the street. 24. For additional future buildings, water line and additional fire hydrants must be required. Note: existing FH along North `P' Street will cover only proposed Phase I building. 25. Flood zone note states F.I.M.A. instead of F.E.M.A. 26. Fire hydrant on `P' Street is shown, but no water main is shown. 27. Please show how the added fill is not impacting the adjacent tracts. Be more specific on the side lot swales. 28. How is the water draining once it reaches the back of the property? 29. Base material is not considered dust free surface. 30. Future development onto additional tracts of land will trigger additional water and sewer development fees payable to the City. 31. The zoning permit is applicable. The owner/developer must obtain a building permit prior to commencing work at site. 32. Once the project is approved, a reproducible of the site plan sheets must be provided. Once the required changes are made, please resubmit three copies for review by Staff. If you have any questions, please contact me at (281) 470-5058. Respectfully, Masood Malik City Planner Tim Tietjens Planning Director STATER I AY=5 uMtM'SI'E - 2)p.14 CH � 621Y 0.555 Ae� l oto 521-4 ~07`aE L1 ' ' 2.0 ti\ e _wzx'. S5 xeSB._ IV 28.2x_ _ (3A] TC2 -2)�_ _`-- O.W)CE s T- ruTa ^•Jp• d __ J5 •�,, I.pS]bM Je 6 InpU sp. vr.l £ 1 3,3 121 �jrct ,.••o�ouvPl cp b�do - "J.9, Con, PUBLIC WORKS UTILITIES DIVISION 1 /17/12 SITE PLAN REVIEW COMMENTS Re: Coleman Willis H Jr. 12022 N. "P" St. 1. What is requirement for the proposed on -site 6" water line? 2. What is the requirement for the proposed on -site 8" sanitary sewer ? 3. What will the future 4" on -site sanitary sewer be serving ? 4. The location of the proposed water meter is not acceptable. • The water meter must be shown along N. "P"St. in the front of the property. • The size of the proposed water meter not shown. 5. Location of the propose off —site TS&V will conflict with the existing driveway across the street. 6. Will there be additional future building(s) to be served ? Ch/. Malik, Masood From: Slaton, Rodney Sent: Monday, January 16, 2012 4:09 PM To: Malik, Masood Subject: 12022 North "P" Street Masood: The following are my comments concerning the above referenced site plan: 1) Flood zone note states F.I.M.A. instead of F.E.M.A. 2) Civil Engineer Statement -Second line COMMERCIAL is misspelled. 3) Please show how the added fill is not impacting the adjacent tracts. 4) How is the water draining once it reaches the back of the property? S) What are the dimensions of the parking stalls? 6) Base material is not considered free. Be more specific on the side lot swales. i m m Z p . T - - O ITT r _ I Legend - - Railmao Orairuga Channels ., •�} Parcels - City Umb Ois- : �ducl is for infomrafdnal purposes antl may not have been prepared for or be suitable lb, legal, engineering, or surveying purposesit oyes - . cn-tbeground survey and represents an;y tcc ap, o• male relative bcatron of property b0untlarles. Gov C §2501 102. The user is encouraged to independently verify alllnforn,~ contai etl m s r ca,.- r Gly o(La Porte makes no representation far the use thereof and (3) reases leases" or werranty as to the accuracy of this product or to its fitness for a particular purpose The user (1) accepts the prodcot AS IS, WITH ALL FAULTS (2) assumes an resre Me Cityof La Porte /mm an darn .bss, orlybllit arisin Nam SIIh Irn ' City of La Porte 1 " = 234 ' 6 La Porte GIS Mapping - LaPorte, TX 77571 e (261) 4715020 wd wwwlaoortetx.gov City of La Porte Planning Department INTER -OFFICE MEMORANDUM To: Rodney Slaton, City Engineer Mark Huber, Deputy Building Official Curtis Herrod, Utility Superintendent Donald Ladd, Assistant Fire Chief Clif Meekins, Fire Marshal Brian Sterling, GIS / From: Masood Malik, City Planner �✓ Date: January 11, 2012 CC: Tim Tietjens, Planning Director RE: Min Development site plan for proposed building at 12022 North 'P' Street for your review and comments. (CLP. Project#12-82000001) ADDRESS: I ZOL LEGAL DESCRIPTION: DEVELOPMENT NAME: USE OF BUILDING: DESCRIBE:_ fpoQ I City of La Porte Established 1892 SUBMITTAL FORM MINOR DEVELOPMENT SITE PLAN (FIVE COPIES OF THE SITE PLAN ARE NECESSARY) ALL FEES MUST BE PAID AT THE TIME OF SUBMITTAL �l . r SIRte .173s p�_(34-I,326''SF I LC 7 - H CLASS OF WORK: VOOO, NEW ADDITION STANDARD INDUSTRIAL CLASSIFICATION CODE (SIC#) / NAICS# OWNER'S NAM&-akCM 0 (JILLIS H 7gPH: MAILING ADDRESS: REPRESENTATIVE OR CONTRACTOR: FOLD S COIJ$% MAILING ADDRESS: )71i/7 of l.P ►)R7E OUTc073 lhafz s cd ue Girr; 77573. PH: ZBt -`t 1' - IoO I. SUBMITTAL NUMBER: RECEIPT NUMBER: FEE COLLECTED: CASHIER: DATE SUBMITTED: $100.00 FOR UPTO FIVE (5) ACRES $5.00 FOR EACH ADDITIONAL ACRE SACity Planning Share\SITF PLAMFORMS\SUBMI' TAL FORMAm 757(. CITY OF LA PORTE, TX *** CUSTOMER RECEIPT *** Batch ID: LAPOKAG 1/11/12 70 Receipt no: 47913 Type SvcCd Description Amount 2012 82000001 PZ PLANNING AND ENGINEERING Qty 1.00 $100.00 Trans number: 2369323 Tender detail CK Ref#: 7118 $100.00 Total tendered: $100.00 Total payment: $100.00 Trans date: 1/10/12 Time: 16:46:30 THANK YOU FOR YOUR PROMPT PAYMENT 337'-80 6" WATER MAIN W.V. B.M, 21.90 ,>' — - 3. -�- North Street (80' R.O.W.H - - PROP, EXIST- DRIVE EXIST. DRIVE P-O-B. P.P.x._a_= _= 35.EMT- PROP,=�wroP-Rcr� __ _ F,H. � FND, AXLE S IT FND. 1/2' I_R- N 87 daa 111' E- 337-688 P.P. � x, a lox � _ /�IUL, ti 1,. PROJECT LOCATION PROP. 6" - WATER MAIN PROP. 8" - SEWER MAIN 00 [fl M O) � O � U N X LEGEND: W-M: 4 AREA PAY �u�x � C FUTURE 4' SEWER PROP. 1-1/4 WATER LINE ELEC. PROPOSED SERVICE PHASE-1 BUILDING-1 P.O.A, r,r -13.6 60'x1O0'x38' Yp 6.000 Sr, 6" CONC- II ,0 Za 0 COVEN E AND B.M. = 21.90 P.O.B. ND. 1 /2" I.R. ;OP. 6" — JER MAIN ;OP. 8" — :WER MAIN r I w LO 89 " " TS&V Ig 337'-8" —Q" 6" WATER MAIN W.V. 3, -x— North Street (80 VII R.O..j--fi- -- PROP XI RIVE EXIST Doric ESTD • . 35' DRIVE PROP. R.C.P .P.x.,9' —_—_ ---_= V F.H. 0 0 0 0 0 0 0 0 0 0 � e _ �� — N 87 deg. 12_ 1 " E. 337.68 — �2&W 2Z6O I 2 APROP. X SPHALT�tp x ti 13 ry 14 PHASE-1 i� 15 AREA PAVING H.0 PROP. ASPHALT FUTURE 2&' EXISTING, 14" SEWER BUILDING , PROP. 1-1/4 ® x rj>x WATER LINEo0 22.75 KEY MAP: 540S I 0 0 Z w N NORTH 'P' ST. NORTH 'L' ST. LEGEND: BUILDING LINE 00 XOO ELEVATION - EXISTING ELEVATION - PROPOSED --t-- -�- --t- FENCE - WOOD FENCE - CHAIN LINK PROJECT LOCATION -x-x-x-x-x- FENCE - BARBED WIRE - - PROPERTY LINE () (RECORD CALL) - - - - - SEWER MAIN LINE -0 WATER MAIN LINE ABBREVIATIONS: A.F.F. ABOVE FINISH FLOOR E.T.R. EXISTING TO REMAIN H.C. HANDICAPPED ACCESSIBLE N.I.C. NOT IN CONTRACT PROP. PROPOSED TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE F.F. FINISH FLOOR ASPH. ASPHALT C.B. CATCH BASIN C.O. CLEAN OUT CONC. CONCRETE C.P. CONCRETE PIPE D/W DRIVEWAY F.H. FIRE HYDRANT G.M. GAS METER GUY GUY ANCHOR H.C. HANDICAPPED ACCESSIBLE H.B. HOSE BIBB !� I.R. IRON ROD L.P. LIGHT POLE LSC. LANDSCAPING M.H. MANHOLE M.O.P. MOUNTED ON POLE O.H.E. OVERHEAD ELECTRICAL P.O.A. POINT OF ATTACHMENT P.O.B. POINT OF BEGINNING P.M. POLE MOUNTED P.L. PIPE LINE O P.P. POWER POLE S.S. SANITARY SEWER TS&V TAP, SLEEVE, & VALVE W.M. WATER METER W.V. WATER VALVE XFMR. TRANSFORMER LANDSCAPE LEGEND/QUANTIT SF -I " I -A I -1-D "I C O L E M A N WILLIS H JR ♦ ' 7.9735 AC. (347,326 SF.) .01 t ,_ „ r �- ♦ ENOCH BRINSON SURVEY A--5 LOTS 903 AND 912 0 PROP. 6" WATER MAIN W.V. ♦ - AND THE NORTH PORTION OF LOT 917 / B.M. = 21.90 TS&V ryry� ♦ ♦ OF LA PORTE OUTLOTS - - -- North Street (80' R.O.W.) " 3' a sEwER MAIN PROP. EXIST. DRNE EXIT. DRIVE ♦ HAR R I S COUNTY, TEXAS PRpPa 4 1° 35' DRIVE pgOp• R.C.P. F.H. / FNDP.O.B. .. I I.R.7"o -� cam=FND. AXLE / z2.9a 7�e "7.68' P.P._ p 2J.00 22.80 \h :.` � . h a F.L. 20.23 n . .i(�1��.20'•B�I"• .. 'v.x. `. I^� ° b�� p L PHASE-1 p 5 AREA PAVING 22.50 1 PROP. 6" - - -' za:oo EXISTING ' �, WATER MAIN a 4F"�SEWER , BUILDING II �` PROP. "1-1/4' �y I - PROP. B" ti° e . �' h" ' SEWER MAIN x .' WATE LIN 2 o.. z.75 ti � . + � :I` . � ♦ P)R`0 � LLF. L.19.B5 � ♦ PRQP.PROP..'. PROP. rr PROPOSED P. ELEC ' . " PHASE-1 5 CONC. SERVICE BUILDING-1 ` I I P.O.A.• F.F.�23.5 'i� I`ZL 14' �a".'I- I ..... .... ,,,,� ♦ ' BO'x100'x38' 61000 SF. ti. J � ` t i` a I t00000 12 Lu 22.70 v 22.]5 22.23 I" BASS 2.0 MATERIAL :.J ' `` - . " 22,70 , 20.00 ' • • < ,22.25899 `I. 1000, 00`` r I" I�o�i_ 8 S r ` o IM ♦ :� / PROP. 6" WATER MAIN c) x I' �, �`. .1"r-•:w 4 B.M. 21.90`- vi o I pZ - - _X North Street (80'R.O.W.) o li I:oh I' _ 3' 8" SEWER MAIN PROP. a ci �° : EXIST. DRIVE r` I PROP. F`'�� 35' DRIVE /.H. `�' ___ _- ---- - ==5 PROP. R.C.P.R.C.P.\------- - ----- -4}-- - P.O.B. P.P. x -r---------- ------=? 00 -�" , FND. 1/2 I.R. -4F*"- - _ _N 87 deg. 12 41 E._-68'� '. 22.90 A 0i I. _. ." U 0 �t 22.60 y y y y y y y y y yyy y y y y' 00 j U (�D 23.0000 Ij I� a 00=y��yXyy 20' B.L.y yyyyyyyy yyyyyy y ,. �V.y �.-a_a- Lam..-y..�..`. �.:�.y_. w E '� O 4 x oo y y y y y y V y y y y y y y y y y y y y y y y y y y y y y y y N�: a�, o� LQz Iti� yyyy yyyy. �3 *y y y yyyyyyyyyyyyy yyyyyyyyyyyyyyyyyy`� ti° x In t� I w y y y y PHASE-1 y y y y y y y y y ti ^i::I N o ti y y y y y 4 AREA PAVING y y y y y y o U-, �� y y y y y y y �5 y y y y y y y y w I' y y y y y y" y y �6 22.50 .Glenn M. aParker I I y yyyyyyyyyyyyy yv, y yyyy Wyyy`yyy o Vol. 7121 Ph. 162 H.CDR.I;I lyyyy yyyyyy"yyy H.C. yyyyy yyyyyyy yyyyyyyyyy°.� LO N y ire) Z�. 347,326 sq. ft. o y y y y y y y y y y y y y y y y y y y y M_ I==: '7.9737 Acresa :i:+ N PROP. 6" y y y 23.0o y y y EXISTING yyyyy yyyyy yyyyyyyyyy. 0 9h� : :I _ FUTURE y y y -i o �1. ry°tip 4�LL WATER MAIN y y y y y BUILDING y y y y y y y y Z 4 SEWER ' ° `" - y y y y y y y y 41/ 16' 7' 30'-0" yyyyyyyyyyyyyyyvgyy •' I • ".. a "". a a. a.." ". a.. . . a. a . a a a` �.• " I y y .i{.y. y y y y y W y y y y y y y y J y v y y y y y y .V y y y .4 y y y J y 1 y y y .V y J �_ �. �.. �. I rr f �6` PROP. 1-1/4rr 11 PROP. 8 WATER LINE._ y y y 23.0o y ?� y y y y SEWER MAIN X y w y y y y 22.75 y y y y y 16' O.H. Dr. Dc y y y y y y y ' % y y . y •. Jy y y y y y y �>� oh:I:: I y y 9 :1 PROP. y y y y � / W W F.L.1ey85 y y yyyyyyyyyyyyyyyyyy x 1. { W.M. (f y y y y y y y 22.25 _1_LL yyyyyyyy y y y y y y y y y y y" y y' y y y' ' PROP. l y .PROP. yyy % PROP. y y y y y y y y y y y y y 1 P.O. y ELEC. y y j PROPOSED % 6" CONC. y y y y y y y y y y y y W y ySERVICE PHASE-1 � .. a .. ..... a ... " .. a ...... a ...... a ... � - Q` y y P.O.A. y y / - j I: :�; ` N y y y y j BUILDING 1 j 4• 18' 28'-lorr y y y y y y y y y y y y y �- 'I w v y y y y y, F.F.=23.5 a l ` y y y y y �0. Z o� y y y j 60'x100'x38' % D 8 y y yyy y y y y y y y y yyyyyy/ I �; 6,000 SF. j �� yy"yyyyy y°yyyyyyyyyyyyy° ^.: lx y y, 9 �o x I,ar yyyyy yyyyyy 0 10 J yyyyyyyy yyyyy yyyyyyy/ FND. 2" I.P. �`, J° N y y y y y y y y y y y y :I� 12 wy y y y y y y y y y y y y �a ` I" O yyyyyyyy 22.70 ,s�o.H. Dr. 22.75 22.25 :d d..Q d d d Im 23.00 ? d C] y y y y y y wl yyyyyyyyyy a d BASE' ��.•,.: l�yyyyy yyy I yyyyyyyyy MATERIALd WI y y y y .a ° 23.00 d° 22.25 y y y y yyyyy y yyy / Y. �9,.-� '- �� � yyy. yy yyyyyyyy yy°yy yyy yyyyyyyyyyyy,;. • o,. ::I:� ,� r }xy;C� y y y y y y y y y y y y y �Wyxy y yyyyyyyyyyyy�� \ Q) _Cr SYMBOL NAME TYPE SIZE QUANTITY VARIOUS EXISTING TREE VARIES APPROX. 10+ PROPOSED LIVE OAK TREE 3" CALIPER 4 PROPOSED DWARF OLEANDER SHRUB 24" TALL 18 PROPOSED CYPRESS TREE 2 y y y y y GRASS BASE d MATERIAL :1: ��Oryyyyyyyyy yyyyyy yyyyyyyyy yyyyyyyyy y yyyyyyyy / �� ♦ y y y y y y y y y y y y y y y y y y y y y y .I` Ile � S•��' .'.6.. �"� y y y y y y y y y y y y y y y y y y y y y y City of La Porte ;�. •�y."I a��?� .. y y y .. y y y -10 H.C.C.F. NO. T099690 : ry o y y y y y y y y y y y y y y y y y y SITE INFORMATION: KEY MAP: 540S NAME OF DEVELOPMENT: N. 'P' STREET - PHASE 1 TYPE OF DEVELOPMENT: (PROPOSED BUILDING-1) 60' x 100' x 38' OWNER/DEVELOPER: COLEMAN WILLIS H JR 3893 SUMMER MANOR DR. LEAGUE CITY, TX. 77573 BUILDER: FOLLIS CONSTRUCTION, INC. 111 N. BROADWAY LA PORTE, TX 77571 ZONED: LIGHT INDUSTRIAL PROPOSED USE: LEASE PROPERTY JOB ADDRESS: 12022 NORTH 'P' ST. LA PORTE, TX. 77571 SURVEYOR: TETRA SURVEYS & APPRAISALS 5909 WEST LOOP SOUTH, SUITE 600 BELLAIRE, TX 77401 713.462.6100 LOT/BUILDING COVERAGE: LOT SIZE = 347,326 SF. EXISTING BUILDING = 2,385 SF. PROPOSED BUILDING = 6,000 SF. TOTAL BUILDING LOT COVERAGE = 8,385 SF. BUILDING PERCENTAGE LOT COVERAGE - 3% PARKING REQUIREMENTS: 4 MIN. = 4 RESERVE PARKING (PENDING TENANT USE) = 8 TOTAL PARKING SPACES = 12 FLOOD ZONE NOTE: FLOOD ZONE - 'X' THIS TRACT LIES IN ZONE "X" AS SHOWN 0 F71.M.A. �F MAP NO. 48201 CO-945L DATED JUNE 18, 200 BASE FLOOD ELEVATION 13' SITE DETENTION: NO DETENTION PROVIDED CIVIL ENGINEER: This is to certify that the City of La Porte, Texas has approved this site Ian and development of_. ,� - - RR��... "; , - in conformance wlt�.._ 5tVs - State of Texa and the a ces of the City of La Porte. _ ♦ Cyyyyyyyyyyyyyyyyyyyyy ray: SET 1/2" I.R. Director, La Porte Planning L 51.08 ' �+.yt �y _ ".,�., .� (�GDepartment 6FND. 1/2" ( Attest: p=8deg ,07'46" I.R. (� LC=S59 deg 06'10"E SCALE: 1" = 40'-0" �' 'A (� By -----------------__ 51.04' �\ La Porte City Engineer • � ^� At: P.O.Box 1115--------- (' I ECG, 604 West Fairmont Parkway u \� f.� _ C r. La Porte, Texas 77572-1115 I, HAMID SHOTORBANI, AM REGISTERED UNDER THE LAWS OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS (I11 TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. JAN 1 1 2012 A HAMID SHOTORBANI P.E. TEXAS REGISTRATION NO. 55164 �co Hco CO COto U 4-) i ••i O .0 �00 U W aw U +-) C) d OF P� •bi �a O d � � W Q Lj OII` _ w I G � Co W �d� F_ N� 00 J .. T W E:4 H SEAL z O � E- vvi � v Y m N Q ai m W a Q � Q � DRAWN BY BJT CHECKED BY JMF SCALE 1 "=80,-0„ DATE 12.30.1 1 JOB NO 3074-N DRAWING NO ' ...0000 Follis-dwgs/0000 BC-12022 N. 'P' st /___.dwg's KEY MAP: 540S ��'225 0 Ln Z W V) NORTH 'P' ST. j PROJECT LOCATION NORTH 'L' ST. ABBREVIATIONS: A.F.F. ABOVE FINISH FLOOR E.T.R. EXISTING TO REMAIN H.C. HANDICAPPED ACCESSIBLE N.I.C. NOT IN CONTRACT PROP. PROPOSED TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE F.F. FINISH FLOOR ASPH B.L. C.B. C.O. CONC D/W Uo� F.H. G.M. GUY H.C. H.B. ® I.R. o I.W.M. L.P. LSC. M.H. M.O.P. O.H.E. P.O.A. P.O.B. P.M. P.P. R.C.P. S.S. TS&V W.M. W.V. XFMR. U.G.E. ASPHALT BUILDING LINE CATCH BASIN CLEAN OUT CONCRETE DRIVEWAY FIRE HYDRANT GAS METER GUY ANCHOR HANDICAPPED ACCESSIBLE HOSE BIBB IRON ROD IRRIGATION WATER METER LIGHT POLE LANDSCAPING MANHOLE MOUNTED ON POLE OVERHEAD ELECTRICAL POINT OF ATTACHMENT POINT OF BEGINNING POLE MOUNTED PROPERTY LINE POWER POLE REINFORCED CONCRETE PIPE SANITARY SEWER TAP, SLEEVE, & VALVE WATER METER WATER VALVE TRANSFORMER UNDERGROUND ELECTRICAL LEGEND: _ B.L., _ BUILDING LINE 00 XOO' ELEVATION - EXISTING 00.00 ELEVATION - PROPOSED - --><- -��- FENCE - WOOD --0- FENCE - CHAIN LINK (6'-0" TALL) X—X— X--X—X- FENCE - BARBED WIRE P.L. -- PROPERTY LINE O (RECORD CALL) SEWER MAIN LINE - - - - - - - - - WATER MAIN LINE WATER & SEWER 288' x 168.84' ) - • - - - - - - • - - DEVELOPMENT FEE LINE 48,625 SF. BASE MATERIAL .lYOIC,.: NO GAS LINE PROPOSED AT THIS TIME LANDSCAPE LEGEND/QUANTITY: SYMBOL NAME TYPE SIZE QUANTITY (D VARIOUS EXISTING TREE VARIES APPROX. 10+ PROPOSED LIVE OAK TREE 3" CALIPER 4 PROPOSED DWARF OLEANDER SHRUB 24" TALL 18 PROPOSED CYPRESS TREE 2 GRASS V_ SWALE SLOPES w w w FROM 20.25 AT THE NORTH END a z z `� TO 17.75 AT THE SOUTH END 0 = it IZ FUTURE AREA EXISTING PAVING ELEVATION VARIES FROM v o 21.0 AT THE NORTH END TO 18.51 AT THE SOUTH END —VARIES NOTE: NO NEW SIDE SLOPE NOT FILL ADDED TO EXCEED 3 to 1 WITHIN THIS AREA DRAINAGE SWALE CROSS-SECTION (N.T.S.) @ PROPERTY LINE 1 AA'-10" PROP.\ - - - - - - - - - -- 16" WATER MAIN --- - - - - - 0------- TS&V 19_ W.V. I B.M. 21.90 \\ _ tip- N rth P Street (80' R.O.W.) (This dead-e portion of North 'P' Street is not a designated truck route PROPOSED \ 8" SEWER MAIN P OP 9 I ) 3/4" I.W.M. 3 EXIST. DRIVE EXIST. DRIVE P.O.B. _ _ P P. �N 15'R. 35-DRNE 15'R.�PROP, R.C.P. - - - - F.H. A• _ - - _®71 �1 FND. AXLE FND. 1/2" I.R. o e _ zz90 v - ( ®m ®®7Ae3 68 PROP, 20' `� i,. I L° .2s 12 _� �� . k y20' B_-L ti` y x' UTILITY ESMT.° PHASE- 2 13 TI �al PROP 8" AREA PAVING WATER MAIN 6 CONC. B 5 PROP I SEWER MAIN _. I I 6 20' O PROP. P.P. I I m o 'I` .'. .. �" "• "+•••" PRIVATE PHASE-1 PRE-EXIS 1NG\ ` 4" SEWER LINE IS MUPLE j 23.00/ ' AREA PAVING NON -CONFORMING ° PROP. I' I WELL % BUIPE-2 2' 6" CONC. HOUSE I SEWER TAP I / 6' 7' 30,_0„ ' W/CLEANOUT I I 5 ,220'x1 . COVERED - I I 2,420 SF. I 1 �� 6 X PROP. 1-1 4" �b % - �� I WD. DECK bx x f y PROP. 23.00 WATER LIN I o / H.B./W.V. 22.75 .• I " PROP. 1' W.M. , - - / ////. //\ I • P.O.A. "F.09.66 cc PROP. P.P." -- �K P. J j PROP. C.O. PROPOSED 4",I'" PROP. ELEC. I PHASE-1 PROP. • -" U.G.E. SERVICE PH-3-3 6" CONC. I 6 I BUILDING-1 i I CONC. pyl F.F.=23.5 28'-10" L`I y LEAN-TO 6O'x102'4"'x38' I h I. I 20'x82'-4" 6,140 af. 1 8 � �.x 647 sf. TYPE II-B 1 e �°^X 1 10 IN I " 111 �w. .'.y `EXIST.`,y, 1 12 I z RED 3 BON" I" W 'r 01 °r' STRUCT. STL z2.7o 2z7s 22.2s "• a . a ' •' I� BLDG. FRAME ' c PHASE 3 ' PR a• a C ON SLAB` BASE �• • BASE M ERIAL ' a�, I& tr.'MATERAL „ .,DUST -FREE SURFACE' .". . Xmo X J l+ 00 I. ,yo ( I PROP � DUMPSTER , L'�•�3 " , , ,I, N � ENCLOSURE � N 8' 49'—O" AO'-0" 50'-10" "1fi; • . " , ` , • . I: o c300 o v p d " = , .. C) r` CD .gym` I Cl- 2 2 w L 0 Nx, of co dz O N I .". I .I V) p C� I. .Glenn M. Parker` .o •I� ..y.` a Vol., 7121 Ph. 162 H.0 D.RYI 04 Z is .LL : .a ;347,326 sq. ft.. mo : 7.9737 Acres•.. o . . . . , Iy yIV'� + .. . 1 DRAINAGE SWALE" ` -y� �) + + FND. 2" 1. P. • • " • " DRAIN INTO EXISTING . ) �- �. \ • HARRIS COUNTY -BACK SLOPE SWALE t �" 7 o , . (. /y\".,•., ,tea h �- 611 City of La Porte ".' yj�4H.C.C.F. NO. T099690 SET 1/2" I.R. L=51.08 " R=360.00' FND. 1/2" I.R. 0=8 deg 07 46 " LC=S59 deg 06' 10"E COLEMAN WILLIS H JR 7.9735 AC. (347,326 SF.) ENOCH BRINSON SURVEY A-5 LOTS 903 AND 912 AND THE NORTH PORTION OF LOT 917 OF LA PORTE OUTLOTS HARMS COUNTY, TEXAS SITE INFORMATION: KEY MAP: 540S NAME OF DEVELOPMENT: N. 'P' STREET — PHASE 1 TYPE OF DEVELOPMENT: (PROPOSED BUILDING-1) 60' x 100' x 38' OWNER/DEVELOPER: COLEMAN WILLIS H JR 3893 SUMMER MANOR DR. LEAGUE CITY, TX. 77573 BUILDER: FOLLIS CONSTRUCTION, INC. 111 N. BROADWAY LA PORTE, TX 77571 ZONED: LIGHT INDUSTRIAL PROPOSED USE: LEASE PROPERTY SPEC. (NO TENANT TO DATE) JOB ADDRESS: 12022 NORTH 'P' ST, LA PORTE, TX. 77571 SURVEYOR: TETRA SURVEYS & APPRAISALS 5909 WEST LOOP SOUTH, SUITE 600 BELLAIRE, TX 77401 713-462-6100 FLOOD ZONE NOTE: LOT/BUILDING COVERAGE: FLOOD ZONE - 'X' LOT SIZE -- 347,326 SF. THIS TRACT LIES IN ZONE "X" AS SHOWN ON F.E.M.A. PRE-EXISTING NON -CONFORMING HOUSE = 2,385 SF. MAP NO. 48201CO-945L DATED JUNE 18, 2007 PROPOSED PHASE 1 = 6,140 SF. . PHASE 2 2,220 SF. BASE FLOOD ELEVATION 13' PHASE 3 1,647 SF. TOTAL BUILDING LOT COVERAGE = 10,745 SF. BUILDING PERCENTAGE LOT COVERAGE = 37 SITE DETENTION: NO DETENTION PROVIDED t JAN 3 0 2012 ICY: PARKING REQUIREMENTS: 4 MIN. = 4 RESERVE PARKING (PENDING TENANT USE) = 8 TOTAL PARKING SPACES = 12 CIVIL ENGINEER: This is to certify that the City of La Porte, Texas has approved this site plan and development of COLEMAN, WILLIS H. JR. (N. 'P' ST. — PHASE 1) in conformance with the laws of the State of Texas and the ordinances of the City of La Porte. By: ---------------- -- Director, La Porte Planning Department Attest: By: ----•-------- La Porte City Engineer At: ------------------- P.O. Box 1 115 604 West Fairmont Parkway La Porte, Texas 77572-1115 I, HAMID SHOTORBANI, AM REGISTERED UNDER THE LAWS OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. HAM -ID SHOTORBANI P.E. TEXAS REGISTRATION NO. 55164 ..0000 Follis—dwgs/0000 3047N — 12022 N. 'P' st. — new bldg/___. KEY MAP: 540S �X"225 Cn z W V) NORTH 'P' ST. PROJECT LOCATION NORTH 'L' ST. I ABBREVIATIONS: A.F.F. ABOVE FINISH FLOOR E.T.R. EXISTING TO REMAIN H.C. HANDICAPPED ACCESSIBLE N.I.C. NOT IN CONTRACT PROP. PROPOSED TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE F.F. FINISH FLOOR ASPH. ASPHALT B.L. BUILDING LINE C.B. CATCH BASIN C.O. CLEAN OUT CONC. CONCRETE D/W DRIVEWAY F.H. FIRE HYDRANT G.M. GAS METER GUY GUY ANCHOR H.C. HANDICAPPED ACCESSIBLE H.B. HOSE BIBB I.R. IRON ROD e I.W.M. IRRIGATION WATER METER L.P. LIGHT POLE LSC. LANDSCAPING M.H. MANHOLE M.O.P. MOUNTED ON POLE O.H.E. OVERHEAD ELECTRICAL P.O.A. POINT OF ATTACHMENT P.O.B. POINT OF BEGINNING P.M. POLE MOUNTED P.L. PROPERTY LINE P.P. POWER POLE R.C.P. REINFORCED CONCRETE PIPE S.S. SANITARY SEWER TS&V TAP, SLEEVE, & VALVE W.M. WATER METER W.V. WATER VALVE XFMR. TRANSFORMER L.G.E. UNDERGROUND ELECTRICAL LEGEND: B•L•, BUILDING LINE o° ELEVATION - EXISTING ELEVATION - PROPOSED �-- -f- -7�- FENCE - WOOD FENCE - CHAIN LINK (6'-0" TALL) X—X— X X—X- FENCE - BARBED WIRE P_L. PROPERTY LINE () (RECORD CALL) = = = = = = = = = SEWER MAIN LINE - - - - - - - - - WATER MAIN LINE WATER & SEWER 288' x 168.84' - - • - - - - - - - DEVELOPMENT FEE LINE 48,625 SF. • BASE MATERIAL .tLQTE: NO GAS LINE PROPOSED AT THIS TIME LANDSCAPE LEGEND/QUANTITY: SYMBOL NAME TYPE SIZE QUANTITY VARIOUS EXISTING TREE VARIES APPROX. 10+ PROPOSED LIVE OAK TREE 3" CALIPER 4 PROPOSED X DWARF OLEANDER SHRUB 24" TALL 18 PROPOSED TREE 2 CYPRESS .LL y.W WWJ GRASS o SWALE SLOPES FROM 20.25 AT THE NORTH END a z z TO 17.75 AT THE SOUTH END :w I FUTURE AREA EXISTING PAVING ELEVATION VARIES FROM U 21.0 AT THE NORTH END I VARIES TO 18.51 AT THE SOUTH END -NO NEW -/ NOTE. FILL ADDED SIDE SLOPE NOT WITHIN THIS TO EXCEED 3 to 1 AREA DRAINAGE SWALE - CROSS-SECTION (N.T.S.) @ PROPERTY LINE PROP.- - - - - - - - - - -- --- ---�---------�------- TS&V 19_ 6" WATER MAIN W.V. I B.M. - 21.90 �� _ North P Street (80' R.O.W.) i _ 8" SEWER MAIN (This dead-e portion of North 'P' Street is not a designated I truck route) PROPOSED PROP. EXIST. DRIVE EXIST. DRIVE 3/4" I.W.M. 3'- PROP. ��' 0 35 DRNE P.P.x 15'R. _ _ 5'R.�PROP. R.C.P. - _ F.H. P.O.B. -- ---- _ -=e ---- —tea- - s�®- - /_ FND. AXLE FND. 1 2" I.R. zz+to j7sle L,.3 7.68' P. .a C IN ®memmm �. za.00za°° ky LL. `?x. PROP. 20' ir) I LO .zs 2. ,:__20 . BL• UTILITY ESMT.° PHASE-2 l 3 I PROP. 8" AREA PAVING o, a WATER MAIN I 6" CONC. { 5 PROP. 8" ----- ��' { 6 20' SEWER MAIN I { • " "�" W PROP. P.P. PRIVATEPHASE-1 PRE-EXISTING\ 4 SEWER LINE I FUTURE / 23'00 'AREA PAVING NO HWSERMING (SAMPLE j PHASE-2 2' 6" CONC. PROP, SEWER�' I WELL /BUILDING 7' 30'-0" W CCLEANOUT I 37'40,03' COVERED / I I % 2,220 SF. _ ® { WD. DECK 6 x o. . PROP. 1-1 /4" �y / PROP. za.00 . X 6yi WATER LINT: do B./W.V. 22.7 PROP. 1 " W.M. -� PROP. P.P. - J -- -- P.O.A. XC zz.zs PROP. PROPOSED PROP. '. PROP. ELEC. PH-3-3 ( PHASE-1 6" CONC. U.G.E. SERVICE 6„ ( BUILDING-1 I CONC. PiL-3� F.F.=23.5 18�,}28' 10•' I" .I 01 I LEAN-TO 60'002'4"'x38' 4 ryo y L" 20'x82'-4" 6,140 sf. I' Ixry ,647If. TYPE 31-e 19 EXIST. 30'x30' 1 12 i� ' RED -IRON". .^' '. 22.70 d. •'ram R `, 22.75 zz.zs .. ± " \ BLDG.STRUC. AM . BLDG. FRAME PHASE-3 PR ` P!., ( ' ON SLAB' • " .I J ± 'BASE . r. • BASE M ERIAL " �' ;•' I • 4� , " ` ` ' ' •'MAT ERIAL . • • •DUST -FREE SURFACE '•'. . p, " , . , • " . " ° , • , , ° ` • , • • , " • , ° , 1722.251 W,x x " 00 I• ti PROP. yo c0 ,I DUMPSTER V.".`.".` ►`� ENCLOSURE 8' 42'-0» ,- » .`.,`,." ±.;.'.:.'. .I Ux." .`.`.`.`.`.'".'.... ...... N o Z0(3 ff IW��.W.........."... WIW C3 Co ::4" :"::4.,.4:4 T.E.� `00 V.W.".` ".`.`.W. ."..'.'.`.'" .'. u'. W °.'.`.'. .`W ... 0 14 ..W:"..:":.." Ld .Glenn M. Parker,.- �` ' �Voi. 7121 Ph. 162 L N z "I LL.a.'...`...:`: ``:` "`':`:`::a" :'"':`:"347,326 sq. ft.%....: "" o m ° "1``` +`.`."."..'..`:"..'.`..`.7.9737LL Acres.%%'•*-�y o ti " �. CZ ,'. . . . . . . . . . . .y.y.`.y.`.,.y..y.,.y.,. . LL.y.,.LL y.y.,.. ,..,.,.y.,..�.'I "F.L 17,76 FND. 2" 1. P. 1 "'. ."DRAINAGE SWALE .W"" ,'".;.'.;.;.;.y.;.±� �J.�",J.�y DRAIN INTO EXISTING \ r " HARRIS COUNTY ' - - - " " W. • . " . . . BACK SLOPE SWALE W . 4 ` " "I4 . �' .7% . ` . . ` .�Cb o. > X-. - City of La Porte s H.C.C.F. NO. T099690 FO SET 1 /2 I.R. - W L=51.08 R=360.00' FND. 1/2" I.R. ,L=8 deg 07'46" LC=S59 deg 06'10"E 51.04' 1�� 1 i wANJS I COLEMAN WILLIS H JR 7.9735 AC. (347,326 SF.) ENOCH BRINSON SURVEY A-5 LOTS 903 AND 912 AND THE NORTH PORTION OF LOT 917 OF LA PORTE OUTLOTS HARRIS COUNTY, TEXAS I-•i -0 C o U 0 CO � I I co C0 O 0IM • r•+ ao z o a � A SITE INFORMATION: `= KEY MAP: 540S NAME OF DEVELOPMENT: N. 'P' STREET — PHASE 1 TYPE OF DEVELOPMENT: (PROPOSED BUILDING-1) 60' x 100' x 38' OWNER/DEVELOPER: COLEMAN WILLIS H JR o w 3893 SUMMER MANOR DR. LO r, Q _ r- LEAGUE CITY, TX. 77573 _ LO 1 BUILDER: FOLLIS CONSTRUCTION, INC. 111 N. BROADWAY J w ►- CD ,,,_; LA PORTE, TX 77571 Q c :z W V) N a ZONED: LIGHT INDUSTRIAL p = Mnv - � '— � V 00 L+-I PROPOSED USE: LEASE PROPERTY SPEC. (NO TENANT TO DATE) � U JOB ADDRESS: 12022 NORTH 'P' ST. H LA PORTE, TX. 77571 I U G• SURVEYOR: TETRA SURVEYS & APPRAISALS 5909 WEST LOOP SOUTH, SUITE 600 BELLAIRE, TX 77401 713-462-6100 FLOOD ZONE NOTE: FLOOD ZONE - 'X' THIS TRACT LIES IN ZONE "X" AS SHOWN ON F.E.M.A. MAP NO. 48201 CO-945L DATED JUNE 18, 2007 BASE FLOOD ELEVATION 13' SITE DETENTION: NO DETENTION PROVIDED LOT/BUILDING COVERAGE: LOT SIZE = 347,326 SF. PRE-EXISTING NON -CONFORMING HOUSE = 2,385 SF. PROPOSED PHASE 1 = 6,140 SF, PHASE 2 2,220 SF. PHASE 3 1,647 SF. TOTAL BUILDING LOT COVERAGE = 10,745 SF. BUILDING PERCENTAGE LOT COVERAGE = 3% PARKING REQUIREMENTS: 4 MIN. = 4 RESERVE PARKING (PENDING TENANT USE) = 8 TOTAL PARKING SPACES = 12 CIVIL ENGINEER: This is to certify that the City of La Porte, Texas has approved this site plan and development of COLEMAN, WILLIS H. JR. (N. 'P' ST. — PHASE 1) in conformance with the laws of the State of Texas and the ordinances of the City of La Porte. By: ----------------- Director, La Porte Planning Department Attest: By: ----------------- Lo Porte City Engineer At: ------------------- P.O. Box 1 115 604 West Fairmont Parkway La Porte, Texas 77572-1 115 I, HAMID SHOTORBANI, AM REGISTERED UNDER THE LAWS OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. HAMID SHOTORBANI P.E. TEXAS REGISTRATION NO. 55164 SEAL N N 0 u_ 0 z z o a Lq o �a U W A U � in U_ N m m N - N 7 LW E- Qi O N A o 0 Wlx ¢ m DRAWN BY BJT CHECKED BY ME SCALE 110 = 60'-0" DATE 12.30.11 JOB NO 3061-N 1FRAlTING NO 000o Fouls 3047N — 12022 N. 'P' st. — new bldg/---.dwg y,11 3 Q 2`2 ri Ire l": Quinton L. Berry H.C.C.F. No. D162351 N 03 deg. 02' 26" W. 899.78' E -�►E P,MP.TRTNAGE-SE E E f • e E E f PROP, iSR,�AGESWA-� E E E E E f E E f E E E E E E E t• E E E . . E> E E E E E Es /\/� x 9 10' B.L. E E E e f E F , • Q� li'� "IQ `/••�J I F E E f E E E r c E \7-7 O I—\ /� • E E�C E a f E ' \ 77 5' 00 Z E F E E E E E E E E E \ �h _� O O f f \ •' CD O E E E E E E f E E E f - Z -� E f •E F f E f E E E F E f E E E F E E E F E f Lo O \ 0')O I W V E Co \ - 4 E E E E E E O \rn\ I O NO{� N :ZZ t o (Z _ wUi \ co CD O \�+� E •f O E t E E E \ V E�••�.� Om E F f E f E E E E \ \ t� E E E ,' E E E E M C; M 0) T'�•^•� E E F E E V/ ZZ ��'/—///`��E D E E E k E E o 0 o c e e o 0 0 0 0 0 0 o e e o 0 0 0 0 0 V F E: \ c E E E V�l �: v( •rrI E E E E E f f E : E F f D (Tj E F E E E F OE r EZ^ E E E E E E E f E E E E E < E E E E E r t E E E J V / E •E f E E E f E F f E f E fI E f E = (�1�v Q �O 61, �� Q E �E� f E E •> f E E E E E V E\ \• x �/ \ X V < E E E E E E E E F f E E E F E E E f E F E E f E E E E E E E F t f E E f E f k E E E E E E E E E E E E E E E E E E E E f f f f E E E E E E E E E E t E f IE e E E E E E E f E E E f E f f E E E E E E E E E F PROP. DRAINAGE SWAELF E I • � E E E V F E E E f 50'-0" 102'-4" 60'-0" 75'-0" gv» �-rn U) U g-U crn Z Donna S. Cole H.C.C.F. No. X279368 P. DRAINAGE SWALE<--- j 00 Gi ,v 0 A IV 00 IV 0 Z7 -+0 \ rn A J n::E0 " ,v - : .-v 0 rn lu ::E0 D IV 0 F_0 - w-U m -0 rn � r rn -U C/) -0 rn � ►'ern � �rn C)'U * _U �00 K:0 rnN N� xm O "' Z I OD D D" N0 —O rn� -ern Z Z II m �n rn z � " rn R. N_ o �y I I r - x e. _Q x __.1.. � x � �px aD I �O o� (_ �II��— -- --- �'tx TJ 0 �S �) �9 m D D AS i S m�� D �o r II 'pp vJ " D Q C.ld \ �' oo Z �_ I I b�---�r_FD = (I 9> ITI I I j (� \ �^?� IW \ W. \\ C7_ U II O I Q 0 D N N \ � -0 OZ � m K �� a ... nz J a ° , �.Ni -rn co O �o 000 c�zN I D sr� 0) O ?1 C_ D I cn '_`, Z rj `^'+ (1 Z f D 0 < ?1 W N QV II �.. \ rn o 0 ED W vDi' p\\ , ma o W N I rn -p o o q O— INoW D O O TV. I I "�� a may. C CY) rn �acnr,,. N �c� jC0 o ollll <�� Zo cam, _ w O I rn (7C� �D a� N C co 00 I� C N OCm 0No DeN o oPz IIII�, l J, I c 0 4 rr► .. CO O� �' p I III I C I �o N II "� p 4. N J .X E e E E E E f • c f •• ( f E E E E ` f f E f f 6� E E E E f' E I tt�� .' f t E E f _. .•_�I_ o 0010 i•i -°" OD m ------------ a N(D D E_ N 0 II D Z '/ f f E 11 11 11 1 mCEEE E E E N N 0 co CO I` N o ry� 'V^1 I I E F E E E C'J v N O r Cf) W C' Cn E rf E f E E o o e o o e o 0 0 o e o 0 0 o a o o e e c o 0 0 o e e o 0 0 o e o 0 0 0 0 I „ O A �• ■ E E f E E f / / / / / / V ! " E y O (y� \ E E E E E E E E a R (E.� �; " I I t'f' O QLo N E f lS� T "14J�w IYP. ■ rn O E f E E f E f g, v' v' F X W l� 1 O'vs' I II E V E • f E E E E E E I 0) O m v' N O " E F f f f f E E / X T, / X ?' ! °' o�-.�'�.� CDC _0 x �- A w '� w 11 can /O/ • E E f f E E t E E f E E f E E E E j 00 I I j O O N % / I' I Y' 1 V j Q% �.i1 -r (A 1 v CJl (n ■ S C/ • E f f E E E E E E / N X. / w / O V N W O o Qi II l� E f! E F E E E t F E f X IIl� !!� `f f x CATI IT O X 0 O j W V• 0 N % rn /C j / � '�' I' 1 I [� ^..O O x D Q D • W I I O" F/EFtEEEEFEEEEEEfEfE UJ / N O� O j I O O j W W V� O �O OOrI.��..I V = • a \ E E E E E E E E f f �w rnrn m .f F E E E E E f f E E % _fO//// %/ �O % �fO ����/ NX J / �fO ���/ �/ �� N�^.�N Vy IIQ l"F� f E E f f E f r rl r /�i // _, r //%i• // C Z V 0. E E E E f E F F E F .�l / ' /// j N Z % O % N IV Z j / Vi N Z (W 01, I I iiii. N N T (I rn E E E E F f f F E F F E c F E E E E E E E E E E E f E / �/ / � �/ O / '� —�/ 'CDC X E E f E E E E E E F E F F E E I I �'�.�7\J,�� � O I I E E E E f E E E E f E E E E E >� O( 7 = r_ _�O —M DTI n I �� �v '• I I I ('i� �/ •� O I I �/J> 1 0' B.L. 1 0' B. II x W I J /III •x x C \J �E E E E E f /\ u • ' E E E E E E E E E E E F E E E E E E f f E E E E f E• F E E E E E r f 'f E fE E f E E t t E E t E f E E E E E E E f - E t E E E E E E F f E ! f < E E E - < E E f E E E E E E E E E E E E E E rn S 02 deg. 55' 36" E. 1 ,158.95' Southern Pacific _-, eg Transportation, Co. I o c�i�T S�2 H.C.C.F. No. H967408 D x m U � O .. co a--i CO CO to CO 4 O cco coo 4-) vv U aw � O 4-) N m ° h (� 0 W o Q a LO = 0 � Z J � F— _J ?,a W C/) W W OU W 000 r7 W L) 7) 0 GP SEAL JAN 3 0 2012 �LI N :!s N O O O cc i F-•1 O � U 3 U m W W A U W N N d� O N A � ' 0 0 <c m DRAWN BY BJT CHECKED BY JMF SCALE 1 It = 60'-0" DATE 12.30.11 JOB NO 3061—N DRAWING NO ' ...0000 Follis-dwgs/0000 3047N - 12022 N. 'P' st. - new I A I 1 I I1 .I .1 .., .i . i 1. J ,1 .. . I I I I 1 .I . • I I 1 1 I 1 1 i, . I 1 I I. I 1 I 4 I11 11 I 1 IIIN 1,, I 1 1 J I I I IJ, I I I I 111LLYY I II • 1 11, IN— 11 11 "• KEY MAP: 540S I j`'_Tx"225 N z W NORTH 'P' ST. PROJECT LOCATION NORTH 'L' ST. I ABBREVIATIONS: A.F.F. ABOVE FINISH FLOOR E.T.R. EXISTING TO REMAIN H.C. HANDICAPPED ACCESSIBLE N.I.C. NOT IN CONTRACT PROP. PROPOSED TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE F.F. FINISH FLOOR ASPH. ASPHALT B.L. BUILDING LINE C.B. CATCH BASIN C.J. CONTROL JOINT C.O. CLEAN OUT CONC. CONCRETE D/W DRIVEWAY E.J. EXPANSION JOINT F.H. FIRE HYDRANT G.M. GAS METER GUY GUY ANCHOR H.C. HANDICAPPED ACCESSIBLE H.B. HOSE BIBB ® I.R. IRON ROD a I.W.M. IRRIGATION WATER METER L.P. LIGHT POLE LSC. LANDSCAPING M.H. MANHOLE M.O.P. MOUNTED ON POLE O.H.E. OVERHEAD ELECTRICAL P.O.A. POINT OF ATTACHMENT P.O.B. POINT OF BEGINNING P.M. POLE MOUNTED P.L. PROPERTY LINE P.P. POWER POLE R.C.P. REINFORCED CONCRETE PIPE S.S. SANITARY SEWER TS&V TAP, SLEEVE, & VALVE W.M. WATER METER W.V. WATER VALVE XFMR. TRANSFORMER U.G.E. UNDERGROUND ELECTRICAL #4 REBAR 0 12" O.C.E.W. 4,000 PSI TOP4 OF PAVING PHASE-1 AREA PAVING (N.T.S.) LEGEND: B.L., BUILDING LINE �p X61, ELEVATION - EXISTING ELEVATION - PROPOSED --f--7j--f- FENCE - WOOD FENCE - CHAIN LINK (6'-0" TALL) X—X X—X—X- FENCE - BARBED WIRE P.L. PROPERTY LINE () (RECORD CALL) = = = = = = = = = SEWER MAIN LINE --------- WATER MAIN LINE WATER & SEWER 288' x 168.84' - • - • - - - - - • - - - DEVELOPMENT FEE LINE 48,625 SF. ? BASE MATERIAL .�LQIE: NO GAS LINE PROPOSED AT THIS TIME LANDSCAPE LEGEND/QUANTITY: SYMBOL NAME TYPE SIZE QUANTITY VARIOUS EXISTING TREE VARIES APPROX. 10+ PROPOSED LIVE OAK TREE 3" CALIPER 4 PROPOSED X DWARF OLEANDER SHRUB 24" TALL 18 PROPOSED TREE 2 CYPRESS GRASS ��' SWALE SLOPES o H FROM 20.25 AT THE NORTH END OL z z TO 17.75 AT THE SOUTH END =W 0.I FUTURE AREA EXISTING PAVING ELEVATION VARIES FROM 00 21.0 AT THE NORTH END VARIES TO 18.51 AT THE SOUTH END NO NEW FILL ADDED SIDE SLOPE NOT WITHIN THIS TO EXCEED 3 to 1 AREA -1 —to DRAINAGE SWALE - CROSS-SECTION (N.T.S,) 0 PROPERTY LINE STOP CONCRETE 12" SHORT OF EDGE STREET OF PAVEMENT. __— — (ASPHALT)I z ---—-------------- 15'/ CONCRETE \ 15' RADIUS (DRIVEWAY) s RADIUS A F °qF 8 CONE. 12" O.C.E.W. 4,000 P.S.I. 4'-0" 1:50 SIDE SLOPE PROP RJY LINE FULL EXPANSION JOINT AT PROPERTY LINE DRIVEWAY DETAIL N.T.S. Asphalt Streets with Open Ditch DRIVEWAY NOTES: 1. CONCRETE DRIVEWAYS SHALL BE CONSTRUCTED 12" FROM THE ADJACENT ASPHALT STREET. THE INSTALLER SHALL CLEAN THE AREA BETWEEN THE DRIVEWAY AND STREET TO A DEPTH OF AT LEAST 6" - - - - --------- 6" WATER MAIN ' --- --� ----- - ------- B.M. - 21.90_ _ North P Street (80' R.O.W.) 8" SEWER MAIN s dead -en portion of North 'P' Street is not a designated I truck route) 31 EXIST. DRIVE I EXIST. DRIVE _ PROP. F V �� 35' DRIVE 15'R. � PROP. 18" R.C.P. F. H. PROP. - P.P.x 15'R. _ _ = = — — /—� FND. AXLE SEWER TAP �� � �v�1� - ��®� �� Ye PROP. 1" W.M. 2zoo N g7.,e 41' E_337.68' P.O.B. �� �'t� FND. 1/2" I.R.I - - - - - - 0 23.00 ' I o PHASE- 8 3 -- ` 0 T AREA ` I I EA PAVING 4 oY Lr 6' CONE. @(, li 6 20' ® '. PROP. F'.P. - - - cr. " ± Z''0° H E-1 PRE-EXISTING\ I PRIVATE I PROP. / AREA PAVING NON -CONFORMING 4' SEWER LINE I SAMPLE j PHASE-2 2, 6" CONC. HOUSE p• I WELL % BUILDING 4 CA , Y PROP. C.O. II �h j2.2 D,xSF. ®, I COVERED LL.LL.'"'.;.LL.y.;.y.`:x" WD. DECK S x PROP. 1- V4" % 2a.00 x �� j ... ` . . ` . ` .`°. ` ` . WATER LINE - - % - -75ti°yam I PROP. B/W/ I+%+S ` F.LIY.BS . . . . . . + . + . t�.V._ O.A. we cc PROP. P.P. - j 2i2s J.`.,.±. .;.i C11PROP. . . . . 'I. PROPOSED 6" CONC. II PROP. ELEC. PH-3 ( PHASE-1 U.G.E. SERVICE 6,. I BUILDING-1 .( I,21"V� y.;`LL +.LL ;y y�..ONCFFr23.5C.i . l h LEAN-TO 60'x102'4"'x38' 6 I. iryo' 2682'4' 6.140 sf. V cr. X 0,6471s. TYPE 10 x I I" ii EXIST.. 30'x3o'"•'." ' .' 112 Iz . " . " " RED -IRON" I ` 70 �r 2�s o0 • • 22.7s1921.1STRUCT. STL , .:, ;BLDG. FRAME PHA�E 3 • . PHASE-1 PROP: ° ON SLAB'. BASE .BASE MA RIII °• Io . ; Iy . :' MATERIAL 2" RECLNMED ASPHALT- a . . . , . .0 , 'l.. :.'DUST. -FREE URF E••.:•". ,'a y.'.`.`.+.`.`.`. .".' • • 2z7o z2.zs �� " 1- .x�o�`�` PROP. LO .I.. """""4.",DUMPSTER," "•.••ENCLOSURE . p oZ .... I`.�:::' `::`::=:."::`::':=:::`: = ::......,.LL.LL.y..LL.LL..yl.` I` ;",y.y.y. ,y.y:.`.4.`.."yy:ti°x• y+"., ;.".i.y.".y.LL..`."..LL.y. P'U Tf r I. o, 0 0 Co Li C 0 �x."" �4.10 v v in c� w I _ ;o: .:."•.Glenn M. Parker,.-.- 0 Vol. 7121 Ph. 162 H.C.D.R .` LO M W. ;10 . . . �N z .".. "4.W.4.W..... " a_ %. s9. W... N "347,326 ft w` 0 a�(D7.9737 Acres"**'*" J O ., . . . . . ".`.`.+.'.`.'. yo cZ . . . . . ..'.`"'.". `. .. . . ... :LL::11 06 ;�aa;".y;`.:`:i±ii+i±i a± ++.;±.,.+.,.y.,.,.a.'��I .". .'.`.`.`.'.x .a.a..... ".`.".".y.LL. "F.L 17.75. ". ".""". . . . ."."F.L"1 ."S • ."I. DRAINAGE SWALE �V I FND. 2" 1. P. DRAIN INTO EXISTING . " .. "� T `�T` " . HARRIS COUNTY " " • " "" y . I BACK SLOPE SWALE'.`"`.".at"' `.'.' ate:"a.:LL.,:".,.+.,.+.,..,.y..y..y.y.,.,LL. Q) �- ce City of La Porte `�," H.C.C.F. NO. T099690 . . • co SET 1/2 I.R.1 " L=51.08 R=360.00' FND. 1/2" I.R. ,L=8 deg 07'46" LC=S59 deg 06'10"E 51.04' I ICI d '1rnl M I II -0I11 COLEMAN WILLIS H JR 7.9735 AC. (347,326 SF.) ENOCH BRINSON SURVEY A-5 LOTS 903 AND 912 AND THE NORTH PORTION OF LOT 917 OF LA PORTE OUTLOTS HARRIS COUNTY, TEXAS SITE INFORMATION: c� °D I� CO o U Co I I 4-j � IN 0 U aw �cu O L) 04 LG o .., .4 CL rrO KEY MAP: 540S NAME OF DEVELOPMENT: N. 'P' STREET — PHASE 1 TYPE OF DEVELOPMENT: (PROPOSED BUILDING-1) 60' x 102'-4" x 38' OWNER/DEVELOPER: COLEMAN WILLIS H JR a% o w 3893 SUMMER MANOR DR. rz Ln N LEAGUE CITY, TX. 77573 = a r-- Ln BUILDER: FOLLIS CONSTRUCTION, INC. -j w I 111 N. BROADWAY ru O W LA PORTE, TX 77571 Q = v Z W _ N � ZONED: LIGHT INDUSTRIAL Jo a o PROPOSED USE: LEASE PROPERTY SPEC. '� z (NO TENANT TO DATE) w E: U JOB ADDRESS: 12022 NORTH 'P' ST. E- LA PORTE, TX. 77571 a U a SURVEYOR: TETRA SURVEYS & APPRAISALS 5909 WEST LOOP SOUTH, SUITE 600 BELLAIRE, TX 77401 713-462-6100 FLOOD ZONE NOTE: FLOOD ZONE — 'X' THIS TRACT LIES IN ZONE "X" AS SHOWN ON F.E.M.A. MAP NO. 48201CO-945L DATED JUNE 18, 2007 BASE FLOOD ELEVATION 13' SITE DETENTION: NO DETENTION PROVIDED LOT/BUILDING COVERAGE: LOT SIZE = 347,326 SF. PRE—EXISTING NON —CONFORMING HOUSE = 2,385 SF. PROPOSED PHASE 1 = 6,140 SF. PHASE 2 2,220 SF. PHASE 3 1,647 SF. TOTAL BUILDING LOT COVERAGE = 12,392 sf. BUILDING PERCENTAGE LOT COVERAGE = 3% PARKING REQUIREMENTS: 4 MIN. = 4 RESERVE PARKING (PENDING TENANT USE) = 8 TOTAL PARKING SPACES = 12 CIVIL ENGINEER: This is to certify that the City of La Porte, Texas has approved this site plan and development of COLEMAN, WILLIS H. JR. (N. 'P' ST. — PHASE 1) in conformance with the laws of the State of Texas and the ordinances of the City of La Porte. By: ------------------ Director, La Porte Planning Department Attest: By: — La Porte City Engineer At: ------------------- P.O. Box 1115 604 West Fairmont Parkway La Porte, Texas 77572-11 15 I, HAMID SHOTORBANI, AM REGISTERED UNDER THE LAWS OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. HAMID SHOTORBANI P.E. TEXAS REGISTRATION NO. 55164 ECEIVU FEB 0 8 2012 BY: SEAL .. _N N UJ o I � o N Z 0 V) (n 0 M E­W0� U N a U � S W Q U LL. O m � (n u m m m A � p *- O N O Q M U DRAWN BY BJT CHECKED BY JMF SCALE 1 " = 60'-0" DATE 12.30.11 JOB NO 3061—N n ...0000 Foll 3047N - 12022 N. 'P' st. - new bldg/___.d f • r'�, .r..,..�j.:. ; ,. . ._ . I KEY MAP:..; (LEGEND: 1.. . ' 540S B_-.. BUILDING LINE , , sa'-10" 0 00 - I I I ' I I i I . 1 I. . � . I1�4�0C� �CI -, 4 , .-, .CL1I C�C- 0. II-. t.. , I1 � . . - .III..FI1 . . _ x, b. ELEVATION - EXISTING _ _ - - _ , I. .1 .P . I I "Lq w AI . I I� I.I R� rx� ----------- --- -- - --- ------ - --- - I 225 6' . 19_ WATER MAIN W.V. 1 -}- [oo.00 ELEVATION PROPOSED ,o B.M. 21.90 tip' NTT Street (80 R.O.W.) �_ N LLIS H J PROP. E-(T s dead-e portion of orth 'P' Street is not a designated1truck route) - COLE M A WI . NORTH 'P' ST, -" - - ,, FENCE - WOOD, e" sEwER MAN SEWER 1'AP EXIST. DRIVE EXIST. DRIVE 3 PROP�.9�o 35_DRIVE a/ROP. 18" cC_P._ _ _ = _: F.H j FND. AXLE �// jP�P.-,------- I % PROJECT - _ PROP. tI W:. -: E. - - - N 87.Ae - 1' 3 7.6 - - o - - 7 , 3 - .. - ` 7 9735 AC (34 26 SF.) p LOCATION ,^_,-- FENCE - CHAIN LINK (6'-0" TALL) I FNoBI "/ LR.0 - - _- I _® 2T'� ' _ • ` - ,` ENOCH BRINSON SURVEY A 5 �. ... . *. _.*... "0...q.. . ......- . ,_ - .......').. 0 : **...-... . , ...... . : .....,.�. .....-.% : .......:.. ... ...- -.....:..... . -...,....,, f 7 . .... .,). . -.*'... .:...., .,-. .: b x°° .i 2• . `I`+2..B:� .. `�, LOTS 903 AND 912 • z I .. AND THE NORTH PORTION OF LOT 917 _ ..i`�. N T' ` 1 .._ 6,. . . , I x-x= i(--x x- FENCE - BARBED WIRE I .. _ • . CONC. IS o • '9-d '. OF LA PORTE OUTLOTS 20 xz so ' . (r P.L. PROP. P.P. I__ •.-. HARRIS COUNTY, TEXAS PROPERTY LINE c r. \\ . . . .PRE NORTH ' L' ST. I 6' x3.00 PH E VI NON -CONFORMING . ... . . • , . I • I . PRIVATE i AREA PAVING \HOUSE 1. ( ') (RECORD CALL) 4.. SEWER `LINE I BUILDING 4 2' 6 CA \ . : : : » • ' I SAIRAPPIE I . . . Iy ELL 1 A 32 2 0 xSF. 6 7 30 � COVERED . ' -' • » . - ei e, �I p © WD. DECK � x . PROP 1 1 /4" x S a'.00 �`' I . .ti . ' r ==c-._=__ SEWER MAIN LINE WATER LINE z2s : :: ' l SITE INFORMATION: i ai -ii SC"-0 . r - P A i-,/," F.uo.es • . ^ PROP. P.P. ------ "'�°• - / 0.. 2225 - -- - •- -- - - WATER MAIN LINE iiai PROP. . . . . . . . .I' . 1=ROPosED 6" CONC. . . . KEY MAP: 540S PROP. ELEC. PH-3 I PHASE-1 ••. . I I . U.G.E. SERVICE 6" 1 BUILDING-1 18' 29'-� `r ` - :I NAME OF DEVELOPMENT: N. P STREET - PHASE 1 I - I CONC, pJ - I F.Fr23.5 _ _ Q . . I. ' ' . ; r BASE MATERIAL - .a7 •(P - x 102.33 x 38 . �h LEAN TO so'x102.33'x3s' 1 e t TYPE OF DEVELOPMENT ROPOSED BUILDING 1) 60 . . ( 20'x62.33' 6.140 sf. e.�. ' (� . - . I x�° s4� sf. TYPE I[_B 9 x . .. I .'I; OWNER/DEVELOPER: COLEMAN WILLIS H JR . I I 11 0� .IA.. . . Li ' I Ill 1 ExisT. 3893 SUMMER MANOR DR s" iiaii aiiiia iiir 1 12 .� ED-1 ON' '.I -`I LEAGUE, CITY, TX. 77573 I II zz.z ssss, I • • - • \\ STRUCT. STL . I. : , as..o x3.00 Ps: .4 �O BLDG. FRAME'' oI NOTE . PH 45E-1 ' f3ROP' ; ON SLAB' pp,, ;:: . �S �$ASE MATERIAL_ o I: BUILDER: FOLLIS CONSTRUCTION, INC. BASE RECLAd4ED A4PH4LT• I .0. . . . 1. NO GAS LINE PROPOSED AT THIS TIME j ' . i MATERIAL : DUST -.FREE SU.RFAQT . , , .la .. • . .. - . - 1 1 1 N. B ROADWAY 2. DEVELOPMENT FEES HAVE BEEN '' l - -) LA PORTE, TX 77571 n.ro • izxe .PREVIOUSLY PAID ON OI�TLOT 903 . . : . I I . � I . II F1 ��iI .�. II II II I I. . I. I . .I I .I I I �. I1. I.. . i I. .��, ,. I I I-I.I )I . ILII I I I I I .r _ r., .. . I�I.I I I II � . ,.I I I .r . .I. .7.1 � . I / . I .� . t I .I I � ABBREVIATIONS: .x, PRO0 .' X :� . NOTE: 00 I' �•.. . ' DUMPSTER ` . . •.' ,., • `: . ... : . ZONED: LIGHT INDUSTRIAL BASE MATERIAL FOR TEMPORARY .I. . ENCLOSURE . .Y , . _ I. , 1 . A.F.F. ABOVE FINISH FLOOR USE AS ACCESS, SEE MASTER . • • ' ' . . . ` . T R EXPANSION �' 6' •sor- ` 50'-10 . • • - - • . PROPOSED USE:. LEASE PROPERTY SPEC. PROP. PROPOSED GENERAL PLAN FOR FU U E X U N , _ • "� . . ' . . ' . .. . . . ... V . + • . I. I ) _ x . (NO TENANT TO DATE TYP, TYPICAL ANTITY: , .'....'.. : ..'. ' . •� LANDSC APE LEGEND/QU V) o .. . . - z -I' • ... :1: JOB ADDRESS 12022 NORTH 'P' ST. F.F. FINISH FLOOR , • . a LA PORTE, TX. 77571 . r . I .. .b... �7,. . - . I E . . . I S. , * -*.O _ .1 - ., r I .. ._ . ...`_ ..' � � . ....'"-, :7..*:I.I......�. *.. I � I . II I . � .. . ( I....�.... _ _ -. ].,.,. & I I S \ . 1 I " . 1 N . . . . I I . . . I � . I .I ASPH. ASPHALTI .B.L. BUILDING LINE 'c . C.B. CATCH BASIN C.J. CONTROL JOINT CL EAN OUT . c.o. , CONC. CONCRETE E.J. EXPANSION JOINT ' --( -: F.H. FIRE HYDRANT G.M. ' GAS METER' GUY GUY ANCHOR . H.C. HANDICAPPED ACCESSIBLE ' H.B. HOSE: 'BIBB ' 1, , I.R. IRON ROD I ; . . I I I . . ., .1' ... F .4 1. I . I . %...* ".­ , , . -. .. _. . .. .'.. .... _. . . *... .*­ .... ... _. .* ...% . . *., %. ... _. . *.:. .. " .... . _ .'. .o. .*. ­ . -... . _ . *.. .. .. *. .. *.* . _'... .. , *.. .I -*. *. . I o :: ::.. : : :'.. ;:::: :1 I 1. �y . I' . ,I ::>o: . .- • • SURVEYOR: TETRA SURVEYS & APPRAISALS' 6" DIA. c� 1- x' ......:. • . . . . �..x ...• ...':: :' •. :•. . . .._. 5909 WEST LOOP SOUTH, SUITE 600 , -40 = .I. - '.•. .. '. _• ], IR 77401 . SCHD BELLA E, TX STEEL PIPE . . •. . CONCRETE _ - _ _ • » -* ..4I. -. .. • :- 713-462-6100I . I I i-- - FILLED °�' . . .-_- O t` I rn O . , . ,y `� L- 0 y_ �I I I 1 TOP OF PAVING ...........(D , ...'.. . ..- ....I.., _ ..7.... .. .-..-.. . . ... . , . ..-. .... * ' JJ., � p C 0) . :I 1 S M. .•.' . . .'.. Ij j I :' ::` : :-: -- Lv z FLOOD ZOt�IE NOTE: LOT/BUILDING COVERAGE :J. �9' . . . .�: . . . . ..o1. ' .* *.. ) o NJ.,9'. .+. _ . .•.`. . .ry°k: 11 (0 -I-+ U-� N x .%....::: -� _ %'•-. •_ _ :1:'i o ° o (? LOT s1zE O : I • . _ . . .' . ` . FLOOD ZONE - 347,32'6 SF. PIPE BOLLARD ... .. • . .. - In �- .. . . . . . .. _ rn`) ' ' U' • : .. . .. , ' HOW N F.E.M.A. PRE-EXISTING NON -CONFORMING HOUSE = 2,385 SF: a) I. • _ . . _ - _ Q . I. ' THIS TRACT LIES IN ZONE "X ASS N 0 - -p . _ z o' PROPOSED PHASE 1 - 6,140 SF. .i .. ....`�_ . ...Glenn M. Parker.- 'I _0 MAP No. 48201C0=945L DATED JUNE 18, 2007 PHASE 2 2,220 5F. a I.W.M. IRRIGATION WATER METER O : .:•. Vol. 7121 Ph. 162 'H.C.D.R�; , I _ N BASE FLOOD ELEVATION 13' PHASE 3 1,647 SF. . �M . z ? . . ` .. `•' W : ..347,326 sq. ft.. • O TOTAL BUILDING LOT. COVERAGE = 12392 f . L.P. LIGHT POLE L_ N M I 1. cn ` I ......... a .' • • 7.9737 Acres ..... (: = 3% M.H. MANHOLE o0 0 ',•.5. . . .+ .'.' . BUILDING PERCENTAGE LOT COVERAGE M.O.P. MOUNTED ON POLE ww J .1 . • ti '1. , . . 0 3 SWALE SLOPES o . . O.H.E. OVERHEAD ELECTRICAL I W u7 FROM 20.25 AT THE NORTH END C z 'G • • •, -, ••• I - I''IW z TO 17.75 AT THE SOUTH END - • N ENTER BOTH WAYS EXISTING ao z M1 � c Li ,I* . • . _ . . - . O.C.B.W. 0 C ELEVATION VARIES FROM -' _ . . .. . al FUTURE AREA U O P.B. PIPE BOLLARD 21.0 AT THE NORTH END I W PAVING d II . . - T 18.51 AT THE SOUTH END' o o U 1'•`.'_'.' , ,. .' .'.'.'. •I•'I I POINT OF ATTACHMENT o _ PARKING REQUIREMENTS A I .. SITE DETENTION: II III P.0.6. POINT OF BEGINNING _ = .� I = =1 = r . . 1 - _ _ -- = 2" RECLAIMED I. _ P.M. POLE MOUNTED III=1111 1111=(III=;1111 1111=(III=1111 ... _ ASPHALT 0 NE'JV , * _ . » :� NO DETENTION PROVIDED 4 MIN. 4 P.L• PROPERTY LINE 12" CRUSHED CONCRETE ` _•. ... . .' _ FILL ADDED �.. ti,� - ,1 'o RESERVE PARKING (PENDING TENANT USE) 8 WITHIN THIS NOTE: ' ' BASE MATERIAL . • x . . P.P. POWER POLE] = AREA SIDE SLOPE NOT •. •.;' ... .I, TOTAL PARKING SPACES 12 8I .. t7I '. d R.C.P. REINFORCED CONCRETE PIPE -D TO EXCEED 3 to 1 . llll=Illl=III(=Illl 1111=(III=1111 jj S.S. SANITARY SEWER ' .. . .•.•. `.'. :'L'I • . . _I,, .._..' _ TS&V TAP, SLEEVE, &VALVE 5 . WALE CROSS-SECTION : BASE MATERIAL :......'. .. ` : _'_•. ....... . W.M. WATER METER DRAINAGE S I•. . _ . .:zI I . . _ :�:. , W.V. WATER VALVE . (N.T.S.) c� PROPERTY LINE (N.T S) _ •. _ `. . . . . . . `. . . .. ... .'_` 'I TRANSFORMER �h. , _ . . , .j. XFMR. ...... - I. _ CIVIL ENGINEER STOP CONCRETE 12" SHORT OF EDGE U.G.E. UNDERGROUND ELECTRICAL' OF PAVEMENT. I ... ..' . . . . , . . • . ,9''� r 4 yREBAR ® 12" O.C.E.W. T. \ . k Texa # ASPHALT _ . This is to certify that the City of La Porte, s has ( ) 4,000 PSI � _ . I. - F� ,,,, • . F.� , ', ' v .: . . approved this site plan and development of C4LEMAN, WILLIS H. JR. • 1/2 SOLID ASPHALT BOARD _ --- . • • • • +' . : . . » . . • .(N. 'P' ST. - PHASE 1) in conformance with the laws of the ---------------- .s _ . 3 4" DOWEL, 36" O.C. � - , :DRAINAGE swALE:•` ` / State of .Texas and the ordinances of the City of La Porte. / _ 11 . . .» l- - _ _ - - AND 12 O.C. ®DOORWAYS ��oe `r' FND. 2 I.P. DRAIN -INTO_ EXISTING. .. (D ` ii _ - _ _ L '��' . \ • • • HARRIS COUNTY . . . ... ti \ 15' I •'• ' . BACK SLOPE SWALE' - • . �' , . ... .. J: .: 7: i 15 CONCRETE RADIUS �. �. Y RADIUS (DRIVEWAY) ��:. B ------------------ - - SLAB: .r +� . 1111=IIII_1111=1111 0 ` �A • W ;�;" Director, La Porte Planning - ... 0 >' ca �. - F , #4 REBAR ® 12 O.C.B.W. IIII_1111=1111/ \ E `'I �!y �I �o• `I. Department 4,000 PSI �• - �. . . ~--,- 6 Attest: 1.. REMOVABLE CAP STRIP --------------- •" - :O. • ._ ....... .. .... .I B -- .--*s�i`1Ir. � . 3 4" REDWOOD AREA PAVING @ BLIDG. .-------------- s; . :.k6• '. .'. '. ' -. - - - - _ / Q .o. y La Port C y ngineer '`\ 3/4" DOWEL, 12" O.C. (N.T.S. s� 8' CONC. W/#5 ® p�` �" a • .. . . . .I . . .... 12" O.0 E.W. �� 9, J At: -- --- --------- TOPSZF_PAVING . . . . . M 4,000 P.S.I. k_ q9 . . P.O. Box 11 5 _ = I=1 I ,�,W 4'-0" O .. .I ,. 604 West Fairmont Parkway IIII_IIII-III= III llll=III(=Illl 12_ 3Q_ a z 1:50 SIDE SLOPE >>, . _'.•. ^'� . -. - _ Q� ly ��: •. . . '. bk La.Porte, Texas 77572-1115 . *.I ,,X.. 1... II . C_ . =/11IiI II .. =V.. 01 raj' :;�;: :..:: o EXPANSION JOINT 2" TYPE D' EXPANSION PROPEFjIY N City of La Porte �j ++. JOINT ` '^� h ��- (N.T.S.) (AT AREA PAVING) ASPHALT N H.C.C.F. NO. TO99690 s, ��, .I �0 /� bo =111V FULL EXPANSION JOINT �­- :'• a Cam.,r ,• IM- AT PROPERTY LINEI, HAMID SHOTORBANI, AM REGISTERED UNDER THE LAWS . EXIST. - 1211 ►III �\ :�;- ��0,`O OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING . ASPHALT = DRIVEWAY NOTES: - . . #4 REBAR ® 12 o.c.B.w. STREET . (III 12 � , 8" 2 ON .. a w#5 1. CONCRETE DRIVEWAYS SHALL BE �/ AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS SET 1/2" I.R. ` +; 4,000 PSI- 4 000 P.S.I. CONSTRUCTED 12" FROM THE ADJACENT �_ -:`:�:' TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. CEMENT STABILIZED ,AI. SPHALT STREET. THE INSTALLER SHALL I 1-1 /2" DEEP BASE MATERIAL1. L=51.08 CLEAN THE AREA BETWEEN THE DRIVEWAY - _:- ` " T F LEA 6 - Q. 2 AND STREET TO A DEP H 0 AT ST - I. t�LL/t. R=360 0 _ FND 1/ R 06 0,.E HA D --------- - . LC 8 de 07'46,. - -- -- 11 . .. _ � deg 1 LC S59 , =1�I1 DRIVEWAY SECTION 'AA' DRIVEWAY DETAIL 5104 HAMID sHoroRBANI; P.E. N.Ts. ("'7-s') Asphalt Streets with Open Ditch .�� TEXAS REGISTRATION N0. 5516 i CONTROL JOINT .. . �. . (N.T.S.):11 r , 0000 Follis-dwgs/0000 3047N ranee �. W .I - ...,., kl,4�/ '4 n _ _ .� na■Ir■�•I■i . %t"'. .k,A.0,n1 SYMBOL 'NAME TYPE SIZE QUANTITY VARIOUS EXISTING . TREE VARIES APPROX. 10+ I PROPOSED TREE 3" CALIPE ' 4 LIVE OAK (0 PROPOSED SHRUB 24" TALL 18 . `'• DWARF OLEANDER , PROPOSED TREE 2 . C.;YI'RESS .•`-�..•i• GRASS I ; . . I I I . . ., .1' ... F .4 1. I . I . %...* ".­ , , . -. .. _. . .. .'.. .... _. . . *... .*­ .... ... _. .* ...% . . *., %. ... _. . *.:. .. " .... . _ .'. .o. .*. ­ . -... . _ . *.. .. .. *. .. *.* . _'... .. , *.. .I -*. *. . I o :: ::.. : : :'.. ;:::: :1 I 1. �y . I' . ,I ::>o: . .- • • SURVEYOR: TETRA SURVEYS & APPRAISALS' 6" DIA. c� 1- x' ......:. • . . . . �..x ...• ...':: :' •. :•. . . .._. 5909 WEST LOOP SOUTH, SUITE 600 , -40 = .I. - '.•. .. '. _• ], IR 77401 . SCHD BELLA E, TX STEEL PIPE . . •. . CONCRETE _ - _ _ • » -* ..4I. -. .. • :- 713-462-6100I . I I i-- - FILLED °�' . . .-_- O t` I rn O . , . ,y `� L- 0 y_ �I I I 1 TOP OF PAVING ...........(D , ...'.. . ..- ....I.., _ ..7.... .. .-..-.. . . ... . , . ..-. .... * ' JJ., � p C 0) . :I 1 S M. .•.' . . .'.. Ij j I :' ::` : :-: -- Lv z FLOOD ZOt�IE NOTE: LOT/BUILDING COVERAGE :J. �9' . . . .�: . . . . ..o1. ' .* *.. ) o NJ.,9'. .+. _ . .•.`. . .ry°k: 11 (0 -I-+ U-� N x .%....::: -� _ %'•-. •_ _ :1:'i o ° o (? LOT s1zE O : I • . _ . . .' . ` . FLOOD ZONE - 347,32'6 SF. PIPE BOLLARD ... .. • . .. - In �- .. . . . . . .. _ rn`) ' ' U' • : .. . .. , ' HOW N F.E.M.A. PRE-EXISTING NON -CONFORMING HOUSE = 2,385 SF: a) I. • _ . . _ - _ Q . I. ' THIS TRACT LIES IN ZONE "X ASS N 0 - -p . _ z o' PROPOSED PHASE 1 - 6,140 SF. .i .. ....`�_ . ...Glenn M. Parker.- 'I _0 MAP No. 48201C0=945L DATED JUNE 18, 2007 PHASE 2 2,220 5F. a I.W.M. IRRIGATION WATER METER O : .:•. Vol. 7121 Ph. 162 'H.C.D.R�; , I _ N BASE FLOOD ELEVATION 13' PHASE 3 1,647 SF. . �M . z ? . . ` .. `•' W : ..347,326 sq. ft.. • O TOTAL BUILDING LOT. COVERAGE = 12392 f . L.P. LIGHT POLE L_ N M I 1. cn ` I ......... a .' • • 7.9737 Acres ..... (: = 3% M.H. MANHOLE o0 0 ',•.5. . . .+ .'.' . BUILDING PERCENTAGE LOT COVERAGE M.O.P. MOUNTED ON POLE ww J .1 . • ti '1. , . . 0 3 SWALE SLOPES o . . O.H.E. OVERHEAD ELECTRICAL I W u7 FROM 20.25 AT THE NORTH END C z 'G • • •, -, ••• I - I''IW z TO 17.75 AT THE SOUTH END - • N ENTER BOTH WAYS EXISTING ao z M1 � c Li ,I* . • . _ . . - . O.C.B.W. 0 C ELEVATION VARIES FROM -' _ . . .. . al FUTURE AREA U O P.B. PIPE BOLLARD 21.0 AT THE NORTH END I W PAVING d II . . - T 18.51 AT THE SOUTH END' o o U 1'•`.'_'.' , ,. .' .'.'.'. •I•'I I POINT OF ATTACHMENT o _ PARKING REQUIREMENTS A I .. SITE DETENTION: II III P.0.6. POINT OF BEGINNING _ = .� I = =1 = r . . 1 - _ _ -- = 2" RECLAIMED I. _ P.M. POLE MOUNTED III=1111 1111=(III=;1111 1111=(III=1111 ... _ ASPHALT 0 NE'JV , * _ . » :� NO DETENTION PROVIDED 4 MIN. 4 P.L• PROPERTY LINE 12" CRUSHED CONCRETE ` _•. ... . .' _ FILL ADDED �.. ti,� - ,1 'o RESERVE PARKING (PENDING TENANT USE) 8 WITHIN THIS NOTE: ' ' BASE MATERIAL . • x . . P.P. POWER POLE] = AREA SIDE SLOPE NOT •. •.;' ... .I, TOTAL PARKING SPACES 12 8I .. t7I '. d R.C.P. REINFORCED CONCRETE PIPE -D TO EXCEED 3 to 1 . llll=Illl=III(=Illl 1111=(III=1111 jj S.S. SANITARY SEWER ' .. . .•.•. `.'. :'L'I • . . _I,, .._..' _ TS&V TAP, SLEEVE, &VALVE 5 . WALE CROSS-SECTION : BASE MATERIAL :......'. .. ` : _'_•. ....... . W.M. WATER METER DRAINAGE S I•. . _ . .:zI I . . _ :�:. , W.V. WATER VALVE . (N.T.S.) c� PROPERTY LINE (N.T S) _ •. _ `. . . . . . . `. . . .. ... .'_` 'I TRANSFORMER �h. , _ . . , .j. XFMR. ...... - I. _ CIVIL ENGINEER STOP CONCRETE 12" SHORT OF EDGE U.G.E. UNDERGROUND ELECTRICAL' OF PAVEMENT. I ... ..' . . . . , . . • . ,9''� r 4 yREBAR ® 12" O.C.E.W. T. \ . k Texa # ASPHALT _ . This is to certify that the City of La Porte, s has ( ) 4,000 PSI � _ . I. - F� ,,,, • . F.� , ', ' v .: . . approved this site plan and development of C4LEMAN, WILLIS H. JR. • 1/2 SOLID ASPHALT BOARD _ --- . • • • • +' . : . . » . . • .(N. 'P' ST. - PHASE 1) in conformance with the laws of the ---------------- .s _ . 3 4" DOWEL, 36" O.C. � - , :DRAINAGE swALE:•` ` / State of .Texas and the ordinances of the City of La Porte. / _ 11 . . .» l- - _ _ - - AND 12 O.C. ®DOORWAYS ��oe `r' FND. 2 I.P. DRAIN -INTO_ EXISTING. .. (D ` ii _ - _ _ L '��' . \ • • • HARRIS COUNTY . . . ... ti \ 15' I •'• ' . BACK SLOPE SWALE' - • . �' , . ... .. J: .: 7: i 15 CONCRETE RADIUS �. �. Y RADIUS (DRIVEWAY) ��:. B ------------------ - - SLAB: .r +� . 1111=IIII_1111=1111 0 ` �A • W ;�;" Director, La Porte Planning - ... 0 >' ca �. - F , #4 REBAR ® 12 O.C.B.W. IIII_1111=1111/ \ E `'I �!y �I �o• `I. Department 4,000 PSI �• - �. . . ~--,- 6 Attest: 1.. REMOVABLE CAP STRIP --------------- •" - :O. • ._ ....... .. .... .I B -- .--*s�i`1Ir. � . 3 4" REDWOOD AREA PAVING @ BLIDG. .-------------- s; . :.k6• '. .'. '. ' -. - - - - _ / Q .o. y La Port C y ngineer '`\ 3/4" DOWEL, 12" O.C. (N.T.S. s� 8' CONC. W/#5 ® p�` �" a • .. . . . .I . . .... 12" O.0 E.W. �� 9, J At: -- --- --------- TOPSZF_PAVING . . . . . M 4,000 P.S.I. k_ q9 . . P.O. Box 11 5 _ = I=1 I ,�,W 4'-0" O .. .I ,. 604 West Fairmont Parkway IIII_IIII-III= III llll=III(=Illl 12_ 3Q_ a z 1:50 SIDE SLOPE >>, . _'.•. ^'� . -. - _ Q� ly ��: •. . . '. bk La.Porte, Texas 77572-1115 . *.I ,,X.. 1... II . C_ . =/11IiI II .. =V.. 01 raj' :;�;: :..:: o EXPANSION JOINT 2" TYPE D' EXPANSION PROPEFjIY N City of La Porte �j ++. JOINT ` '^� h ��- (N.T.S.) (AT AREA PAVING) ASPHALT N H.C.C.F. NO. TO99690 s, ��, .I �0 /� bo =111V FULL EXPANSION JOINT �­- :'• a Cam.,r ,• IM- AT PROPERTY LINEI, HAMID SHOTORBANI, AM REGISTERED UNDER THE LAWS . EXIST. - 1211 ►III �\ :�;- ��0,`O OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING . ASPHALT = DRIVEWAY NOTES: - . . #4 REBAR ® 12 o.c.B.w. STREET . (III 12 � , 8" 2 ON .. a w#5 1. CONCRETE DRIVEWAYS SHALL BE �/ AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS SET 1/2" I.R. ` +; 4,000 PSI- 4 000 P.S.I. CONSTRUCTED 12" FROM THE ADJACENT �_ -:`:�:' TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. CEMENT STABILIZED ,AI. SPHALT STREET. THE INSTALLER SHALL I 1-1 /2" DEEP BASE MATERIAL1. L=51.08 CLEAN THE AREA BETWEEN THE DRIVEWAY - _:- ` " T F LEA 6 - Q. 2 AND STREET TO A DEP H 0 AT ST - I. t�LL/t. R=360 0 _ FND 1/ R 06 0,.E HA D --------- - . LC 8 de 07'46,. - -- -- 11 . .. _ � deg 1 LC S59 , =1�I1 DRIVEWAY SECTION 'AA' DRIVEWAY DETAIL 5104 HAMID sHoroRBANI; P.E. N.Ts. ("'7-s') Asphalt Streets with Open Ditch .�� TEXAS REGISTRATION N0. 5516 i CONTROL JOINT .. . �. . (N.T.S.):11 r , 0000 Follis-dwgs/0000 3047N ranee �. W .I - ...,., kl,4�/ '4 n _ _ .� na■Ir■�•I■i . %t"'. .k,A.0,n1 SYMBOL 'NAME TYPE SIZE QUANTITY VARIOUS EXISTING . TREE VARIES APPROX. 10+ I PROPOSED TREE 3" CALIPE ' 4 LIVE OAK (0 PROPOSED SHRUB 24" TALL 18 . `'• DWARF OLEANDER , PROPOSED TREE 2 . C.;YI'RESS .•`-�..•i• GRASS f :"",; x_ ...... _.-_...-.- :_..__.-_.__._.__.___.- 1: ._. .. _ ."_: ...___......._.-..-.-. '---__ .,......-_..-..,,.,,...,.....,_..,.....»-,._.__._-_ _.........,......__._•.•. , ..•.• r.•_.._•,... _.. :,..,.�..,.._ ,.. _._ .... M.__... T,. _,....._-___..._._-__...-".,,,,..._,.,.._.,...... .___.-,.......__ %11.:.....,.,-...•.-.,.._.._,.,.,,.-,.-.....,._--,.....-...._..-..._-.......-__•_........-....._.•.-._..-•_.._.._....»....__....,.,.r.., ..,..._...•,._., . U En ; , I~ .. co H I C.0o CD 0 ^ .4 _P O r+ _.-. O o 0 pm.4 U V0 41 U L �X. 0 0 � 9) C� . M b I,,9 O ;1: ,ro-. 0 b � C-)re ry� I� W E_ = m .F_wI " Z' 0 r1 ..4 ­40., r0 W -40 Q @. . PO oL0 Q" w� , ("'U0 I =ors g. Lf, , p- r, ?!� 1 w t(� i� w W Z 1Z�oa�o .--� - U 00 J 04 z o E-+ W V o 5 = U Q+ Cn m C at § r1 (1) m Aw. �(M�a ..I._ 8 � i // �� �.J � Q�� W o @ 2� ,•� 0 c- C t z Q U C . � m C in z Cn O � Y M -M .. Uj F- (T( f g � - r- C� Cl) . Z W C '3 U a SEAL N 1 ,._ , ,P OF TE,tlp 0 .,.�. 1 HAMID R SH070R8ANI •.� '. P,•55164•a : 6 fflq%�ISTEaE'-' '- 11 fflj/ONAL' C�� �. �-R. xk�(~ o Signature: X W 8 M i o_ W a .-. . Q 3 �' p 7-4- �p N W � ate, a 0 O 1 U OJ z o LLInWWW z 0 1 � W E- v7. N -d � CL a o 0 U 0 V � � Z46 W A Q O O J g of � w � _ _ _ 0 W W O � O m W FQ- y0 F.- Q a >4 W F- F- m I- m I•- m Hm F- m . W N ,•- N ,-• N r N N N F N O O 0 0 0 0 0 0 Q po lu O w L.L. DRAWN BY BJT CHECKED BY JMF SCALE 110 = 60'-01 DATE 12,30.11 JOB NO 3061-N DRAWING NO III