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Revolution Church Lot 2- Approved Site Plana a Z 0 a a Q 11-1 W Q O 1..... L3.. GIG coo L.0 Q 94.6' 115.6' FM 3009 ASPHALT PAVEMENT (120' ROW) (ROY RICHARn nRl \ /Fl o' i 1 ALL UTILITIES ARE EXISTING UNLESS NOTED OTHERWISE VICINITY MAP N AFDC SCALE: 1"-2,000' 0 w PROJECT �y 'A LOCATION FM 3009 ASPHALT PAVEMENT (120' ROW) (ROY RICHARn nRl \ /Fl o' i 1 ALL UTILITIES ARE EXISTING UNLESS NOTED OTHERWISE INDICATES --, P-6 °W i— OF LINE PROPOSED �� INDICATES SIZE OF LINE AFDC FIRE DEPARTMENT CONNECTION 0 w WATER METER NWV WATER VALVE +N 40 LOT 2, BLOCK 1 FIRE HYDRANT GM Q GAS METER 3 G GAS VALVE al SEWER CLEANOUT MH OO SETBACKS: FRONT -50' SEWER MANHOLE PB IM ELECTRIC PULL BOX E M Di ELECTRIC METER ELEC PIED ® ELECTRIC PEDESTAL 17& POWER POLE LP LIGHT POLE GUY WIRE ® ELECTRIC TRANSFORMER PAD XX "; NUMBER OF PARKING SPACES PER ROW W WATER LINE S SANITARY SEWER CURB AND GUTTER __________ STORM SEWER OHE OVERHEAD ELECTRIC LINE GAS GAS LINE UGE UNDERGROUND ELECTRIC LINE UGT /C UNDERGROUND TELEPHONE /CABLE LINE FIRE LANE FIRE LANE EXISTING TREE TO REMAIN. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION DETAILS INDICATES PAVEMENT TYPE 'L' = LIGHT DUTY CONCRETE "M" = MEDIUM DUTY CONCRETE Qa a "H" = HEAVY DUTY CONCRETE (REFER TO PAVEMENT DETAILS) a Q PLAYGROUND AREA LANDSCAPED AREA FIRE LANE STRIPING NOTE LOCATION OF FIRE LANE STRIPING SHALL BE APPROVED BY THE LOCAL FIRE MARSHAL PRIOR TO APPLICATION, UNLESS OTHERWISE DIRECTED BY THE FIRE MARSHAL, FIRE LANE STRIPING SHALL BE 6" RED PAINTED STRIPE ALONG TOP AND FACE OF CURB, FACE OF SIDEWALK, OR DIRECTLY ADJACENT TO PROPOSED PARKING LOT STRIPING, WITH 4" WHITE STENCILED LETTERS "FIRE LANE - NO PARKING' PAINTED ON RED STRIPE AT 25 CENTER TO CENTER. FIRE FLOW DATA TLE 10,000 S.f. 1. FIRE FLOW CALCULATIONS OBTAINED FROM IFC (CURRENT VERSION). 2. APPENDIX B, SECTION 8104.4 GENERAL. 3. APPENDIX B, SECTION 8105.2 "EXCEPTION" FOR SPRINKLED BUILDING. 4, FROM TABLE B105.1, TYPE V -B: 10,000 s.f. = 2,750 GPM, 5. REQUIRED FIRE FLOW: 2,750 GPM x 0.50 = 1,500 GPM. (EXCEPTION APPLIED) 6. FROM IFC (CURRENT VERSION), APPENDIX C, TABLE C105.1, THE MINIMUM HYDRANT REQUIREMENT IS 1. 7. FOR A SPRINKLED BUILDING THE MAXIMUM ALLOWED TRAVEL OR ACCESS PATH IS 600 FEET. 8. LOCATION OF FIRE DEPARTMENT CONNECTION SHALL BE APPROVED BY CITY FIRE DEPARTMENT, COORDINATE WITH FIRE PROTECTION DESIGN. TOPOGRAPHIC SURVEY NOTE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY D. A. MAWYER LAND SURVEYING. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. PARKING DATA OWNER /DEVELOPER BUILDING AREA RATIO REQUIRED PARKING REQUIRED PARKING PROVIDED PRE - SCHOOL 10,000 1:250 40 LOT 2, BLOCK 1 TOTAL I I I I 42 SPACES FLOODPLAIN DATA NOTE ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO21OF, DATED NOVEMBER 02, 2007, PORTION OF THIS SITE IS LOCATED IN SPECIAL FLOOD HAZARD AREA ZONE X. TRAFFIC CONTROL NOTE GUIDELINES SET FORTH IN PART VI "STANDARDS AND GUIDES FOR TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY, AND INCIDENT MANAGEMENT OPERATIONS" OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENT EDITION AS REVISED) SHALL BE OBSERVED. GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, FEDERAL, AND OSHA REGULATION. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SLOPED PAVING, RAMPS, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATION, AND SIZE OF DOWNSPOUTS AND ANY OTHER APPURTENANCES WHICH ARE CONNECTED TO THE BUILDING. 3. ALL DIMENSIONS AND RADII ARE TO THE BACK OF CURB, CENTER OR END OF STRIPE, FACE OF BUILDING, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS REQUIRED TO REMOVE OR RELOCATE, IN A PROPER MANNER, EXISTING IMPROVEMENT /NATURAL FEATURES TO ALLOW FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS INDICATED ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. NO SEPARATE PAY FOR THIS WORK. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND REPLACEMENT OF ALL PROPERTY CORNERS. PROPERTY CORNERS DAMAGED BY CONTRACTOR SHALL BE REPLACED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AT CONTRACTOR'S EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND NOTIFY OWNER AND /OR ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING ITEMS DAMAGED DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. DAMAGES SHALL BE REPORTED TO ENGINEER OR RECORD PRIOR TO REPAIR. REPAIRS SHALL BE EQUAL T0, OR BETTER THAN, EXISTING CONDITIONS. 7. PROPOSED CONSTRUCTION ON THIS SITE SHALL COMPLY WITH THE LATEST REVISION OF THE ADA REGULATIONS AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). 8. EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION SHALL BE IN COMPLIANCE WITH LOCAL AND STATE REQUIREMENTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE THROUGHOUT THE SITE DURING CONSTRUCTION. CARE SHALL BE TAKEN TO PREVENT ANY NEGATIVE IMPACTS TO ADJACENT PROPERTIES. 10. CONTRACTOR SHALL CAREFULLY MONITOR WEATHER PATTERNS AND PREPARE FOR EXPECTED EVENTS. SPECIAL CARE SHALL BE TAKEN TO EXAMINE SITE PRIOR TO WEEKENDS OR ABSENCES FORM THE WORKSITE. 11. NO HAZARDOUS MATERIALS WERE IDENTIFIED DURING PRELIMINARY SITE INVESTIGATIONS. ANY ITEMS FOUND SUSPECT DURING CONSTRUCTION SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. SITE DATA SUMMARY TABLE 0 PROPOSED USE - DAYCARE 0 ZONING - NS (NEIGHBORHOOD SERVICES) 0 LOT AREA - 77,500 S.F. (1.78 ACRES) 0 SQUARE FOOTAGE AND PERCENTAGE OF IMPERVIOUS COVERAGE - 39,106 (50.5 %) 0 BUILDING AREA IN SQUARE FEET - TLE 10,000 0 BUILDING HEIGHT - 35' MAX, 1 STORY 0 FLOOR AREA RATIO (FAR) - 10,000 (BLDG SF) 1 77,500 (LOT SF) = 0.13 0 TOTAL PARKING CALCULATIONS - 42 SPACES (SEE PARKING TABLE) 0 NUMBER OF HANDICAP SPACES - 2 REQUIRED, 2 PROVIDED SITE INFORMATION OWNER /DEVELOPER MR. SCOTT REMPHREY BRYTAR SCHERTZ, LP 8117 PRESTON ROAD #300 DALLAS, TEXAS /75225 LEGAL DESCRIPTION: LOT 2, BLOCK 1 REVOLUTION CHURCH SITE ADDRESS: 4629 FM 3009 SCHERTZ, TEXAS 78154 ZONED: NS (NEIGHBORHOOD SERVICES) SETBACKS: FRONT -50' SIDE - 0' REAR - 0' HEIGHT -35' MAX IMPERVIOUS COVER - 80% NOTES REMOVED ON THIS SHEET PER CITY REQUEST. SEE SHEET C3.1 FOR ALL NOTES. CITY,F Approved By: s s5 O { Samuel Haas, Planner * N Planning &Community Development t— r e U "Ibo 08/18/2022 10:46:05 AM QkPORA1'E9 is O of a U REVISIONS CARN EY ENGINEERING, PLLC. 5465 LEGACY DRIVE, SUITE 650 Piano, Texas 75024 _LP (469) 443 -0861 A (469) 4430863 s OF e T. CRAIG CARNEY 55714 sG � ST E��G���= 1%X 0NAL E ®aXa••* 7 2022 TBPE FIRM REGISTRATION NO: F -5033 DRAWN BY: TCP CHECKED BY: JAH START DATE: 05/15/2020 ISSUE DATE: 07/11/2022 SCALE: 1" =20' PROJECT NO.: 2068 -158 SHEET C3.0 UJI • • LU • 00 • • • 0 co . 00 LU • • CARN EY ENGINEERING, PLLC. 5465 LEGACY DRIVE, SUITE 650 Piano, Texas 75024 _LP (469) 443 -0861 A (469) 4430863 s OF e T. CRAIG CARNEY 55714 sG � ST E��G���= 1%X 0NAL E ®aXa••* 7 2022 TBPE FIRM REGISTRATION NO: F -5033 DRAWN BY: TCP CHECKED BY: JAH START DATE: 05/15/2020 ISSUE DATE: 07/11/2022 SCALE: 1" =20' PROJECT NO.: 2068 -158 SHEET C3.0 I --- -- I , / -- ', -- --------------- ' I i I ! I I , I , I , I I I � I i I � I I t i 1 I � I , I i I i I I 1 r 1 1 I i I i i I i I i I I I I I 1 I I I I I 1 I I 1 I 11 1 II i I I I 1 / i II I t i i I i I i F ,anFMR� i t- II � i l � II II II II — II lol II I C �I � #35 RM 9 ry ar/nus of p....vbNS' t gel, d.e. Bermudv 9vl'd9od kPPU 12 a< [_:;:�- - - -- Cynotivn dactylm ae c Tr Approved By: ,4 Sn� ...- Pant sf sana Y N 9 P g P d m.tteas yam` shad hvveas!mng nimi a and m aM1 g p R p nt mat hail meet ora s{ndicvteH. In s « 1 a i _ `�' Plann 98 Common lY OeveloPment GRAPHIC SCALE ® l / OSli8/202210'.42:11 AM Scee1 20 0" O > S UQ cf)� u� rx Q C_ LLJ v O H w w CL W > U z Q J S ui S � Q w Q > LU 0 c/) 0 Z v? I CARNEY ENGINEERING, 1 PI�C. ao n�:4a�4aeiaas�osm L1.61 ...... ...... f r F�- F — - ------ PLANTIIM. lv- (y ,STEEL EDGING DETAIL r.R.. SPACI K. AND 11-MM. AT y -9a (-56ECOMPOSED GRANITE RIVER ROCK -j - 0 LU 0 �t of uj cr, CL < X UJ 0 cli LU LU CL M X LU 2f < < LU uj U) U- --J E5 LU I- 0_ LU co Lu a- U) A CARNEY ENGINEERING, PLLC, oeea MO CHMITE —� 811-E 2�1 1,11, T1111 71111 P, L9 02 F \m GRAPHIC SCALE r�t >eEEro a_.aMOa�o / � �NnNe �nna��nN O > U Q cf) Q w fY ¢ Df C _ v v�X LLJ 0 w w CL W o U cn 2f j Z <t Z S fY = <S t7 J S ui r Z Q d O w � w <C � cr- o III - U W r W W ry F- CARNEY ENGINEERING, 1, S.baw�smn Nam o: Revomeon Church Survey Name: Torlblo Herren. Survey No. 6B; Tract 1 e00 n�.4�(a6e1443�aea� 2. Owner: Brtar DG Schertz, L:LC F �n a oesa 8117 Preston Ro.tl #300: Dall.s. T ... s 75225 214 -632 -4860 Carney Engineering, PLLC MApplicant: 5700 Granite Parkway. Suite 200 Plano. Texas 75024 469 - 443 -0801 9 Surveyor D.A, Mawy ®r L-d S— oyie8, Inc, e..0 5151 W SH 45 New Breunfels, Texas 78132 830- 730 -4449 Off— .,.w.... N ©©N TP1.01� . � y% TREE PROTECTION FENCING / L \BORING AND TUNNELWO %3\\BARK PROTECTION 1. Suhdiv we Name: Revolution Cheneh Survey Name: Torihlo He—m. Survey No, 68; Tract 1 2. Owner: Briar DG Snhertz. L LC 8117 Preston Rend #300 Dellae. Texas 75225 214 - 632 -4860 Applicant: Carney Engineering, PLLC 5700 Granite Parkway, Suite 200 Plano, i'e— 75024 469 - 443 -0861 Surveyor: D A. TO—, Land Surveying, Inc. 5151 W SH 46 New 8reunfels, Texas 78132 830 -730 -4449 Otllce -j - 00 > _of 00 (y)� w� =Q _= C) v�X U-1 0 X -w W > U cn Z <t Z S fY = <S i 7 J S U-1 _ Z Q d Z O F- _ w w w _ _ w w _ CARNEY ENGINEERING, PLC. t��.4f46e144, 1 ,AX a GRAPHIC SCALE , 1 spa a1 zo -o" TP1.02 PROPOSED NORTH ELEVATION 0 1' 2 4' S PROPOSED WEST ELEVATION 0 1 2' 4' 8' o QE p1Ty of Approved By: s &Commun ty0 velopment \ a 08/18/2022 10'44 50 AM u z - c� w a °oP A V151ON:ENLIGHTENED. u DID 6�� Z m Z d U D p < - Z w < x �1nw ,0 � 1= J X L�v� QM w V7 W O 3: Q E2 2 E2 w= n9 w m iii Q LL = 2� ISSUE REVISION PRELIMINARY' NOT FOR BIDDING OR CONSTRUCTION N vroiaa N�mee� 22.00] s�.�i�- AS NOTEO N roSAB BOG me PROPOSED EXTERIOR ELEVATIONS a w Ia A w -1 'Q iL 2oa�.oi of rxsv'r iEV rz�vov rt�c�n�wl PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION 0 1' 2' 4' a, -N 9 9 —I' z Lq I of" — S N HTENED DID 6� �' - m z W o. - 0— r < D co- < - Lz' w < V7 W E20 >- 3: 2 2 W = w w 5 = R W 25 iii M ISSUE REVISION PRELIMINARY NOT FOR BIDDING OR CONSTRUCTION e7777= -"N roSAB BOG D—ing N— PROPOSED EXTERIOR ELEVATIONS 6. e rte, F UJ W ®2 Fw