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HomeMy WebLinkAboutMcDONALDS SITE PLANOWNER:PEDROZA REPURTO E 1106 S 8TH ST LTS 17 18 AND 19, BLK 1101 FIRE HYDRANT - 153' LITTLE CEDAR BAYOU (H.C.F.C.D.) FOUR 4 PROPOSED "LIVE OAK TREES > CO" \ d. 1 III r r• r r ••r•r r r r� r� t RD] 5.50, EXISTING TREE I TO REMAIN b. _ " REFERENCE ARCHITECTURAL PLANS y EXISTING TREES FOR ALL SIDEWALKS, RAMPS AND CIO III, TO BE REMOVED BRANDING DETAILS SEE SHEET C-2.00 FOR DETAIL 8th STREET (80' R.O.W.) / _) m O N 1.04' I PROPOSED PAVERS (SEE SHEET C3.00) OWNER:UNITED STATES POSTAL SERVICE 0 FAIRMONT PARKWAY LTS 1 THUR 32, BLK 1102 I ( SITE PLAN ACCURACY CERTIFICATE: LEGEND 3 v 1, ROBERT M. PREISS. AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS N n Q TO PRACTICE THE PROFESSION In ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT• AND THAT ALL BEARING DISTANCES ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE o PLAT. I ROBERT M. PREISS s A`` TX. REGISTRATION NO. 92978 � U a i FLOOD STATEMENT: T N THIS TRACT IS IN FLOOD ZONE AE AND IS WITHIN THE 100-YEAR FLOOD PLAIN o ACCORDING TO THE FEMA MAP# 48201CO945L. DATED JUNE 18, 2007. BASE H FLOOD ELEVATION IS 13.6 FEET (NAVD 1988, 2001 ADJ.). TO MATCH PROJECT o DATUM, ADD 0.14 FEET (B.F.E. 13.74) N rn CITY APPROVING AUTORITY CERTIFICATE: �o THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE N PLAN AND DEVELOPMENT OF NTERIOR AND EXTERIOR RENOVATKN�3 N IN CONFORMANCE WITH THE ORDI S OF THgfITY U N o BY: PTE. aC, DIRECTOR. PLA INN INN NG -DEPARTMENT PARKING CALCULATIONS: BUILDING = 4.433 SF 4 PARKS MIN. + 10 PARKS/1,000 SF 4,433 SF x 10 PARKS/1,000 SF = 45 PARKS 4 PARKS MIN. + 45 PARKS = 49 PARKS NO. OF PARKS REQUIRED = 49 PARKS (MIN.) NO. OF PARKS PROVIDED = 52 PARKS LANDSCAPING FOUR (4) 'LIVE OAKS- MINIMUM 2 INCH IN DIAMETER ARE PROPOSED TO REPLACE FOUR (4) EXISTING TREES TO BE REMOVED. FIVE (5) EXISTING SHRUBS TO BE REMOVED. y NO PROPOSED IRRIGATION. EXISTING IRRIGATION WILL BE UTILIZED. O THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANTS ORIGINAL SIGNATURE AND SEAL PROPOSED PAVEMENT PROPOSED PAVERS "'"''''"•" % PROPOSED SIDEWALK EXISTING CURB TO REMAIN PROPOSED CURB EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED PROPOSED OLIVE OAK° TREE O EXISTING SHRUB PARKING STRIPING TO BE REMOVED O.B. DETENTION NOTE: NO DETENTION REQUIRED EAST OF HWY 146 PER CRITERIA SCALE: 1 "= 20' 0' 20' 40' 60' IFINE. U ��+�T z 8I C 46 F- v Z ww > M o c o U U I7 U O U GENERAL NOTES ui N N N 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY N a N PERMITS BEFORE BEGINNING CONSTRUCTION. Q co c7 N 2. ALL DIMENSIONS ARE TO FACE OF CURB TO CENTER OF PAINT STRIPING, OR 16 ap pT PERPENDICULAR TO THE PROPERTY LINE, UNLESS OTHERWISE SPECIFIED. w . ,p ;v 3. ALL CURB RADII ARE 3', UNLESS OTHERWISE NOTED- � 4. COORDINATE CONTROL FOR PARKING DRIVES, DRIVEWAYS, AND ISLANDS IS AS SHOWN. NO OFFSETS FROM FACE OF CURB OR BUILDINGS ARE GIVEN. 5. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS .' ,. cP. THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF i g;• DIMENSIONS NECESSARY FOR CONSTRUCTION OF THE PROJECT. 00 * / 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR �••••••••• •••• •••••••••••••••••/ f ROBERT M. PREISS / BETTER CONDITION ANY DAMAGE DONE TO EXISTING UTILITIES, FENCES, / ...........................„.../ PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, OR SIGNS. If ,o% 92978 � 7. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER PINS/RODS, CONTROL ,�I�'OcsS /CENSE =, CONTRACTORPOINTS, & BORCHAKS. IF ANY ARE DESTROED OR REMOVDHISREMPLOYEES, THEY SHALLLYBE REPLACEDEATBTHEHE �r„_�ONAL �`}}} CONTRACTOR'S EXPENSE. W. 8. ALL CURBS ARE 6' HIGH, UNLESS OTHERWISE NOTED. 9. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS CONTRACT WHERE NOT SPECIFICALLY COVERED IN THE PROJECT SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS FOR SIMILAR CONSTRUCTION IN THIS JURISDICTION. 10. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES, WHETHER SHOWN ON THE 9-28-12 PAPE-DAWSON r ENGINEERS PLANS OR NOT, DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. 12. DIMENSIONAL CONTROL POINTS ARE PROVIDED AS NEEDED. ADDITIONAL POINTS MAY BE AVAILABLE UPON REQUEST. 13. CONTRACTOR IS TO GRADE THE PROPOSED IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE AND ENSURE NO PONDING OCCURS. m o r n 14. THE SIBS CONFIGURATION WAS CREATED WITHOUT THE USE OF TOPOGRAPHY. �+ CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF THE PROPOSED SBS EFFECTS EXISTING DRAINAGE PATTERNS. CONTRACTOR IS TO ® F- GRADE THE PROPOSED IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE AND ,....: Z ENSURE NO PONDING OCCURS. .,� O I - BENCHMARK 0 BENCHMARK BM1 SET MAG NAIL WITH WASHER- ELEV: 13.42 0 BENCHMARK BM2 SET ON FAIRMONT PARKWAY BRIDGE- ELEV: 13.11 EXISTING IMPROVEMENTS FOR THE PROPOSED SBS AND ACCESSIBLE ROUTE WERE CALCULATED FROM INFORMATION PROVIDED BY OWNER. SPOT GRADES ARE DERIVED FROM 2 SURVEYS, ONE FROM A SURVEY FROM PAPE-DAWSON ENGINEERS AND, ONE FROM A SURVEY PROVIDED BY GORMLY SURVEYING. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES LEGAL DESCRIPTION LOTS 26-32, BLOCK 1101 LA PORTE A REVISED SITE PLAN TYPE SIZE LEGEND LOCATION SANTEARYSEWER - WATER ELECTRIC (UGND) GAS PARKING INFORMATION TOTAL SPACES PAPE-DAWSON raENG/NEERS 10333 RICHMOND AVE ' HOUSTON, TEXAS 77042 ' PHONE: 713.428.2400 SUITE 900 FAX: 713.428.2420 TFXAS 6 OF POOFE&9rO EAgI0EEfl8, FIRM HEOISTfl17W 0 470 PLAN SCALE: 1" = 20' STREET ADDRESS 1102 S. 8TH ST. CITY STATE LA PORTE TEXAS COUNTY HARRIS REGIONAL DRAWING NO. JOB NO.40030-27 42-0644 DRAWING TITLE C1.00-OA4003027.dwg is - u C LL � o a uj N w � o o> z cr W II (�•1 Q- N (D d W (n Q z a z g N N � O u 0 Z a a G i 2 m a tN ZO < G , O O K Z �0 STATUS DATE BY PRELIMINARY PLAN DRAWN PLAN CHECKED SHEET PDEX C-1.00 OVERALL SITE PLAN C-2.00 COORDINATE PLAN C-3.00 PARTIAL GRADING PLAN C-4.00 CIVIL DETAILS CM IMOO 02.3 3 35 SCALE: 1 "= 5' A 0' 5' 10' 15' NNW 14' 14' 34 32 18 U \L _/I27 DOUBLE GATEWAY II WILL REQUIRE IjII I� J t 15.10' TO FACET OF CURB, FROMI CENTER OF - STRIPING 10'II I) o m 33 m 30 13' 0 31 26" 0 2 NOTES: \ 14' 1. THE REGIONAL CONSTRUCTION MANAGER IS TO REVIEW AND APPROVE ALL DRIVE-THRU LAYOUTS. A DRIVE-THRU IS FINAL, AND CONSIDERED "RED", ONCE APPROVED. NO CHANGES ARE TO BE MADE AFTER THIS POINT. 2. DUE TO THE EXACT GEOMETRY REQUIRED FOR THE EFFICIENT OPERATION OF THIS DRIVE-THRU LAYOUT, IT IS STRONGLY RECOMMENDED THAT ALL DRIVE-THRU EQUIPMENT AND PAVEMENT IMPROVEMENTS TO BE FIELD LOCATED BY A LICENSED SURVEYOR. 3. THE PLACEMENT OF THE CODS AND ANY ADDITIONAL SIGNAGE SHOULD BE SUCH THAT IT PREVENTS, OR MINIMIZES, BLOCKING THE CUSTOMER'S VIEW OF THE MENU BOARD WHILE ORDERING 30' n m Q 0 U IL 0 w Q 0 0 a v EQUIPMENT X Y DESCRIPTION y0 5.71' -0.40' TO MIDPOINT OF BOLLARD Q-43.76' 12.52' TO CENTER OF FOUNDATION OF MENU BOARD 1 Q -52.82' 16.75' TO CENTER OF FOUNDATION OF CANOPY/COD UNIT 1 Q4 63.69' 2.39' TO CENTER OF FOUNDATION OF MENU BOARD 2 [ a \ -72.96' 3.12' TO CENTER OF FOUNDATION OF CANOPY/COD UNIT 2 Q -78.48' 49.21' TO MIDPOINT OF BOLLARD SIGN Q-60.98' 42.36' TO CENTER OF FOUNDATION OF PRE -SELL BOARD Qg 78.48' 47.35' TO CENTER OF FOUNDATION OF GATEWAY 16 KEYED NOTES O CRITICAL STARTING POINT FOR ALL COORDINATES 15 OVEHICLE DETECTOR LOOP AT C.O.D. (TYP.) DRIVE-THRU LANE STRIPING. 6" YELLOW PAINT 11 v 13O STRIPE TO SPAN EDGE OF DRIVE-THRU LANE (TYP.) a. 10 v" O BOLLARD SIGN "PLEASE HAVE PAYMENT READY" 12 5O SINGLE HEADED ARROW PAVEMENT MARKING (TYP.) 14 g 6O .1McDONALD'S ORDER HERE CANOPY" DRIVE-THRU 9 EQUIPMENT v° 5'. O7 6" YELLOW PAINTED STRIPE FOR "MERGE POINT" : (TYP.) e 8 4 PANEL OPO MENU BOARD (TYP. OF 2) 9 EXISTING TREE TO REMAIN Q 15 10 BOLLARD SIGN "ANY LANE, ANYTIME" 17 11 PROPOSED CONCRETE BOLLARD 15 EXISTING CURB TO REMAIN 12 CASH WINDOW LOOP DETECTOR 16 EXISTING LIGHT POLE TO REMAIN 13 PROPOSED RAMP 17 PROPOSED SIDEWALK 14 PROPOSED PAVEMENT 18 EXISTING LIGHT POLE TO BE REMOVED ❑2.7 6 (CONTRACTOR TO COORDINATE WITH OWNER) -f!97 LEGEND n J REFERENCE SITE PLANS FOR ALL SIDEWALKS, RAMPS, DETAILS, BRANDING, AND LANDSCAPING REQUIREMENTS 12' 45" 3 10 131 PROPOSED PAVEMENT .a' a d PROPOSED SIDEWALK EXISTING CURB TO REMAIN PROPOSED CURB EXISTING CURB TO BE DEMOLISHED rqv�l 1 2.5' COORDINATES PAVEMENT X Y DESCRIPTION 0.00' 0.00' CRITICAL STARTING POINT AT BUILDING CORNER -32.66' -2.85' TO BACK OF CURB AT START OF RADIUS 3❑F 32.66' 17.15' TO CENTER OF RADIUS -51.09' 9.38' TO BACK OF CURB AT END OF RADIUS 6❑ -61.41' 33.89' TO BACK OF CURB AT START OF RADIUS © -42.98' 41.65' TO CENTER OF RADIUS ❑ -62.98' 41.65' TO BACK OF CURB AT END OF RADIUS ® -62.98' 53.15' TO BACK OF CURB AT START OF RADIUS -47.98' 53.15' TO CENTER OF RADIUS 10 -62.31' 57.70' TO BACK OF CURB AT END/START OF RADIUS yi -61.83' 57.56' TO CENTER OF RADIUS 12 -61.39' 57.81' TO BACK OF CURB AT END OF RADIUS 13 -58.44' 52.58 TO BACK OF CURB 14 -53.22' 55.53' TO BACK OF CURB 15 -57.86' 63.77' TO BACK OF CURB AT START OF RADIUS i6 -56.99' 64.26' TO CENTER OF RADIUS 17 -57.64' 65.02' TO BACK OF CURB AT END/START OF RADIUS 18 -47.87' 68.64' TO BACK OF CURB AT END OF RADIUS i9 - NOT USED 20 NOT USED 21 NOT USED 22 60.70' -1.25' TO BACK OF CURB AT START OF RADIUS 23 -61.63' -1.64' TO CENTER OF RADIUS [El F 61.66' -2.64' TO BACK OF CURB AT END/START OF RADIUS El -60.59' 17.72- TO CENTER OF RADIUS El -80.98' 17.56' TO BACK OF CURB AT END OF RADIUS 27 80.98' 47.15' TO BACK OF CURB AT START OF RADIUS 28 -78.48' 47.15' TO CENTER OF RADIUS 29 -75.98' 47.15' TO BACK OF CURB AT END OF RADIUS 30 75.98' 41.65' TO BACK OF CURB AT START OF RADIUS 31 73.39' 28.84' TO BACK OF CURB AT END OF RADIUS 32 -77.48' 68.65' TO CENTER OF STRIPING 33 -77.48' 49.97' TO EDGE OF CONCRETE/STRIPING 34 -91.48' 68.65' TO CENTER OF STRIPING 35 -91.48' 17.48' TO CENTER OF STRIPING AT START OF RADIUS 36 -60.811 -13.16' TO CENTER OF STRIPING AT END OF RADIUS 37 -51.94' -13.22' TO MERGE POINT STRIPING 38 51.89' -5.22' TO MERGE POINT STRIPING 39 -46.02' 1.60' TO MERGE POINT STRIPING El -32.66' -13.35' TO CENTER OF STRIPING 41 75.99' -13.35' TO CENTER OF STRIPING 2 24 - - - - - _"� ❑ 15 A 38 r� O 16 7 O' - ------ --------------------------------------- 10, 1361 37 140 3 1 10.31' 1 �Nllw i TO END OF STRIPE e _ 41 vF LOCATION MAP N.T.S. - KEY MAP NO.580F w w w Ln y a a IN ST. 6 cc x s N N W FAIRMONT PKWY. z O 146 SIT O V) (A H W w > m p (u m Ir 0 cc w > m H 0 0 GENERAL NOTES N N Lu 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY Q N N PERMITS BEFORE BEGINNING CONSTRUCTION. QJ N 2. ALL DIMENSIONS ARE TO FACE OF CURB TO CENTER OF PAINT STRIPING, cp a, OR PERPENDICULAR TO THE PROPERTY LINE. ALL RADII ARE TO BACK OF CURB. LLJ 3. ALL CURB RADII ARE 3', UNLESS OTHERWISE NOTED. 4. COORDINATE CONTROL FOR PARKING DRIVES, DRIVEWAYS, AND ISLANDS IS AS SHOWN. NO OFFSETS FROM FACE OF CURB OR BUILDINGS ARE GIVEN. �E OF 5. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS NECESSARY FOR CONSTRUCTION OF THE PROJECT. 41 ROBERT M. PREISS / 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR I ................................/ BETTER CONDITION ANY DAMAGE DONE TO EXISTING UTILITIES, FENCES, / ,p;• 92978 PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, OR SIGNS./CENSEp•�����/ 7. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER PINS/RODS, CONTROL 1\\SS/ONAL EC�J POINTS, & BENCHMARKS. IF ANY ARE DESTROYED OR REMOVED BY THE \� CONTRACTOR OR HIS EMPLOYEES, THEY SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1(V�.(!;(? 8. ALL CURBS ARE 6° HIGH, UNLESS OTHERWISE NOTED. 9-28-12 9. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS CONTRACT WHERE NOT SPECIFICALLY COVERED IN THE PROJECT PAPE-DAWSON SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS FOR ENGINEERS SIMILAR CONSTRUCTION IN THIS JURISDICTION. 10. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. 12. DIMENSIONAL CONTROL POINTS ARE PROVIDED AS NEEDED. ADDITIONAL POINTS MAY BE AVAILABLE UPON REQUEST. 13. THE SBS CONFIGURATION WAS CREATED WITHOUT THE USE OF TOPOGRAPHY. °D CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF THE PROPOSED SBS EFFECTS EXISTING DRAINAGE PATTERNS. CONTRACTOR IS TO GRADE THE PROPOSED IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE AND ENSURE NO PONDING OCCURS. ® F- z v 0 w o 0 z $ - O N O " = 3 0 rn 0 m BENCHMARK 0 BENCHMARK BM1 SET MAG NAIL WITH WASHER- ELEV: 13A2 0 BENCHMARK BM2 SET ON FAIRMONT PARKWAY BRIDGE - ELEV:13.11 EXISTING IMPROVEMENTS FOR THE PROPOSED SBS AND ACCESSIBLE ROUTE WERE CALCULATED FROM INFORMATION PROVIDED BY OWNER. SPOT GRADES ARE DERIVED FROM 2 SURVEYS, ONE FROM A SURVEY FROM PAPE-DAWSON ENGINEERS AND, ONE FROM A SURVEY PROVIDED BY GORMLY SURVEYING. CONTRACTOR SHALL NOTIFY u ENGINEER IMMEDIATELY OF ANY DISCREPANCIES o a LEGAL DESCRIPTION N LOTS 26-32, BLOCK 1101 LA PORTE o wOC > F- DRIVE THRU COORDINATE PLAN z TYPE SIZE LEGEND LOCATION Q j N z SANITARY SEWER - z ¢ (J WATER - CL v, O ELECTRIC (UGND) - u GAS w l9 c�W7 PARKING INFORMATION a o a a TOTAL SPACES a t; o G Z Z Q O Q Z W F W u50 z Os u0O STATUS DATE BY PAPE-DAWSON PRELIMINARY rmj ENGINEERS PLAN DRAWN 10333 RICHMOND AVE HOUSTON, TEXAS 77042 I PHONE: 713.428.2400 PLAN CHECKED SUITE 900 FAX: 713.428.2420 SFUMr. 14M tEXAS B61R0 OF PROFESSIONAL EROINEERS, FIRM RWXI TIOR 0 4T0 PLAN SCALE: 1" = 5' C-1.00 OVERALLSITEPLAN C-2.00 DRIVE THRU COORDINATE PLAN STREET ADDRESS C-3.00 PARTIAL GRADING PLAN 1102 S■ STH ST. C-4.00 CIVIL DETAILS CITY STATE LA PORTE TEXAS COUNTY HARRIS REGIONAL DRAWING NO. JOB NO.40030-2T 42-0644 DRAWING TITLE C C-2.00-004003027.dwg /-178. bboo 23 X ' w F W Ln KEYED NOTES 1O MATCH EXISTING TOP OF PAVEMENT 2O PROPOSED 6° CONCRETE PAVEMENT 3O PROPOSED SAW CUT O EXISTING CLEANOUT TO REMAIN AND TRIMMED TO BE FLUSH WITH PROPOSED GRADE OEXISTING STORM INLET TO REMAIN O EXISTING MONOLITHIC CURB AND CONCRETE GUTTER TO REMAIN 7O EXISTING PAVEMENT TO REMAIN OEXISTING PAVEMENT TO BE REMOVED O EXISTING BRICK LANDSCAPING WALL TO REMAIN EXISTING BRICK WALL TO REMAIN I I 8th STREET (80' R.O.W.) (80' R.O.W.) I LEGEND PROPERTY LINE Immmmm mmmmm PROJECT LIMITS ADJUST AS NECESSARY TO PROVIDE SMOOTH TRANSITION AT TIE-IN LOCATIONS) X 14.00 PROPOSED ELEVATION ESTIMATED EXISTING PAVEMENT ELEVATION BASED UPON ORIGINAL GRADING PLAN x . 1373 EXISTING PAVEMENT ELEVATION FROM PAPE-DAWSON SURVEY xlsTaa _ _ _ EXISTING PAVEMENT ELEVATION FROM GORMLEY SURVEY — — — — — — — SAW CUT LINE PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS Ss .(`; •'_"::•'�> PROPOSED SIDEWALK .F• EXISTING CURB TO REMAIN PROPOSED CURB EXISTING TREE (TO REMAIN) EXISTING SHRUB (TO REMAIN) SCALE: ' . i i i BAR I� SIT o 77 a w uo� U r L7 H co 0 w w cc M U Q W } 2 3 1- H O U GENERAL NOTES W N 0 N 0 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, ~Q N N TESTS, APPROVALS, AND ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF 0 -L o THIS PROJECT. M N CD a) > 2. ALL GRADES AND CONTOURS SHOWN ARE FINAL, TOP OF FINISHED SURFACE ELEVATIONS. Lu 4 3. POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACE AREAS WITHIN THE SCOPE OF THIS PROJECT. DRAINAGE SHALL BE DIRECTED AWAY FROM ALL BUILDING FOUNDATIONS. CONTRACTOR SHOULD TAKE PRECAUTIONS NOT TO ALLOW PONDING OF WATER AND NOT `6 BLOCK DRAINAGE FLOW FOR ADJACENT PROPERTY. 4. NO ABRUPT CHANGE OF GHAD E`SHALL OCCUR. �? S S. ALL DISTURBED AREAS SHALL BE REVEGETATED,. BY THE CONTRACTOR, IN ACCORDANCE WITH PROJECT SPECIFICATIONS, AND LANDSCAPING PLANS. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL UTILITIES AND DRAINAGE STRUCTURES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES PRIOR TO CONSTRUCTION TO VERIFY SIZE, GRADE, AND LOCATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DEVIATIONS FROM PLANS PRIOR TO BEGINNING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR, AT HIS EXPENSE. 7. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS CONTRACT WHERE NOT SPECIFICALLY COVERED IN THE PROJECT SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS FOR SIMILAR CONSTRUCTION IN THIS JURISDICTION. S. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL, OR BETTER, CONDITION ANY DAMAGES DONE TO EXISTING UTILITIES, FENCES, PAVEMENT, CURBS, OR DRIVEWAYS (NO SEPARATE PAY ITEM). 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL NECESSARY UTILITY COMPANIES FOR PROVIDING TEMPORARY UTILITY SERVICES DURING CONSTRUCTION. 10. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS OR GRADES NECESSARY FOR CONSTRUCTION OF THIS PROJECT. 11. ALL EXCAVATION IS UNCLASSIFIED. 12. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL GRADES ON SITE MEET THE ADA AND TAB STANDARDS WHICH INCLUDE BUT MAY NOT BE LIMITED TO: - SIDEWALKS AND ACCESSIBLE ROUTES TO BE AT 2% MAX CROSS SLOPE AND 5% MAX LONGITUDINAL SLOPE - ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION - CURB RAMPS SHALL NOT EXCEED 6• IN VERTICAL DIFFERENCE AND SLOPE SHALL BE NO MORE THAN 12:1 1 13. CURB ADJACENT TO RAMPS SHALL BE SLOPED TO BE FLUSH WITH RAMP M LT re m Ii� 0 BENCHMARK BM1 SET MAG NAIL WITH WASHER- ELEV:13A2 0 BENCHMARK BM2 SET ON FAIRMONT PARKWAY BRIDGE- ELEV: 13.11 (SEE SHEET Cl .00) EXISTING IMPROVEMENTS FOR THE PROPOSED SBS AND ACCESSIBLE ROUTE WERE CALCULATED FROM INFORMATION PROVIDED BY OWNER. SPOT GRADES ARE DERIVED FROM 2 SURVEYS, ONE FROM A SURVEY FROM PAPE-DAWSON ENGINEERS AND, ONE FROM A SURVEY PROVIDED BY GORMLY SURVEYING. CONTRACTOR SHALL NOTIFY LOTS 26-32, BLOCK 1101 LA PORTE TYPE SIZE LEGEND LOCATION SANITARY SEWER - WATER ELECTRIC (UGND) GAS PARKING INFORMATION SPACES 50 r1iPAPE-DAWSON ENGINEERS 10333 RICHMOND AVE I HOUSTON, TEXAS 77042 I PHONE: 713.428.2400 SUITE 900 FAX: 713.428.2420 TEYAG BWO OF PRGFE95ZIX ETHIREERS, FZW REGI3T TZW 1 •AI PLAN SCALE: V = 10' 1102 S. 8TH ST. CITY STATE LA PORTE TEXAS COUNTY HARMS REGIONAL DRAWING NO. JOB NO.40030-27 42-0644 1 DRAWING TITLE ................:... ROBERT M. PREISS .............................. 92978 9-28-12 rmjPAPE-DAWSON ENGINEERS V) In > O o Cf cc w Z a 0 d W N Q Z ¢ Z Ur CL I CL V cD J L z I- O r O Ou �0 s J STATUS DATE PRELIMINARY PLAN DRAWN PLAN CHECKED INM C-1.00 OVERALL SITE PLAN C-2.00 COORDINATE PLAN C-3.00 PARTIAL GRADING PLAN C-4.00 CIVIL DETAILS 0 G � W Z 00 BY C=3.00 THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND/OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL ►`a:wpl"I�