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HomeMy WebLinkAboutADVANCE AUTO PARTS SITE PLAN3 LANES EASFEMJN0 SITE DATA SITE AREA 28,470 SQ. FT. 0.624 ACRE(S) BUILDING 6,119 SF 21.493 % OF TOTAL AREA PAVEMENT 12,136 SF 42.627 % OF TOTAL AREA GREEN/OPEN SPACE 6,601 SF 23.186 % OF TOTAL AREA BUILDING SETBACKS REQUIRE PROVIDED FRONT 20 FT. 81 FT. REAR 10 FT. 37 FT. SIDE (EAST) 10 FT. 10 FT. SIDE (WEST) 10 FT. 46 FT. PARKING SETBACKS REQUIRE PROVIDE FRONT 5 FT. 10 FT. REAR 0 FT. 16 FT. SIDE 0 FT. 11 FT. SIDE 0 FT. 11 FT. MAXIMUM BUILDING HEIGHT N/A REQUIRED PARKING . na conrre DEVELOPMENT TYPE COMMERCIAL ZONING r_r-ccMrPAI rnMI4ERCIAL LEGAL DISCRIPTION LOT 5, GRY SUBDIVISION REPLAT, N.M. JONES SURVEY, ABSTRACT 482, LA PORTE, HARRIS COUNTY, TX ADDRESS 9711 SPENCER HIGHWAY LEGEND: C 0 -b- 0 --4:- CONCRETE PAVEMENT - (BY OTHERS) HEAVY DUTY CONCRETE PAVEMENT -7- STANDARD DUTY CONCRETE PAVEMENT - 6" LIGHT DUTY CONCRETE PAVEMENT - 5" CONCRETE PAVEMENT LANDSCAPE AREA SHARE ACCESS EASEMENT PAINTED STRIPE (TRAFFIC YELLOW) PROPOSED CURB PROPOSED LIGHT POLE FIRE HYDRANT (BY OTHERS) FIRE HYDRANT (EXISTING) EXISTING POWER POLE EXISTING TEL. PEDESTAL EXISTING MANHOLE EXISTING CABLE MARKER EXISTING SIGN BENCH MARK PROPOSED STORM/INLET EXISTING POWER LINE EXISTING SANITARY SEWER EXISTING WATER PT Q1 NORTHERN 13811828.2108 EASTERN 3211738.0003 DESCRIPTION PROPERTY CORNER (�2 13811835.0540 3211867.8201 PROPERTY CORNER O3 13811616.4527 3211879.1002 PROPERTY CORNER ® 13811609.5015 3211749.2804 PROPERTY CORNER 0 13811812.9420 3211752.5887 PAVEMENT CORNER © 13811817.0089 3211831.4417 PAVEMENT CORNER 13811803.3915 3211832.1441 PAVEMENT CORNER ® 13811801.4954 3211834.1592 PAVEMENT CORNER Q9 13811802.0809 3211845.5106 PAVEMENT CORNER 10 13811789.1490 3211834.8813 BUILDING CORNER 11 13811789.7366 3211859.2167 BUILDING CORNER 12 13811766.0203 3211787.6766 BUILDING CORNER 13 13811769.7632 3211860.2468 BUILDING CORNER 14 13811691.4527 3211791.5225 BUILDING CORNER 15 13811695.1956 3211864.0927 BUILDING CORNER 16 13811685.2599 3211791.1743 PAVEMENT CORNER 1© 13811689.0071 3211863.8278 PAVEMENT CORNER 18 13811674.0270 3211864.6004 PAVEMENT CORNER 19 13811669.8162 3211870.3248 PAVEMENT CORNER 20 13811644.3243 3211871.1389 PAVEMENT CORNER 21 13811644.1011 3211866.8110 PAVEMENT CORNER © 13811639.1078 3211862.0689 PAVEMENT CORNER 2© 13811625.8675 3211862.7451 PAVEMENT CORNER 24 13811621.5407 3211778.8523 PAVEMENT CORNER 25 3211778.0282 13811639.4137 PAVEMENT CORNER 26 3211775.9274 3211772.2703 PAVEMENT CORNER 2© 13811636.8808 3211765.6544 PAVEMENT CORNER 28 13811667.6339 3211760.0629 PAVEMENT CORNER 0' 20' 40' m- SCALE: 1" = 20' SITE GENERAL NOTES;- 1 . A "COMING SOON" SIGN MUST BE INSTALLED AS SOON AS POSSIBLE BEFORE CONSTRUCTION AND MUST BE REMOVED DURING THE WEEK OF STORE MERCHANDISING. REFER TO DETAIL 9/C2. 2. THE CONTRACTOR IS TO STAKE THE LOCATION OF THE PYLON SIGN AND NOTIFY ADVANCE AUTO PARTS CONSTRUCTION PROJECT MANAGER FOR THE EARLIEST POSSIBLE INSTALLATION DATE. 3. PARKING LOT GRADING SHALL NOT EXCEED 5% MAX. CROSS SLOPE. 4. PARKING SPACES ARE TO BE 10' X 20' UNLESS OTHERWISE NOTED. 5. ALL ABANDONED ENTRANCES/EXITS ARE TO BE REMOVED. 6. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR SETUP AND COSTS OF ALL TEMPORARY UTILITY SERVICES (INCLUDING TEMPORARY POWER) UNTIL THE PROJECT IS TURNED OVER TO AND ACCEPTED BY ADVANCE AUTO PARTS. 7. THE CONTRACTOR IS TO PRESSURE WASH ALL PAVED AREAS AND SIDEWALKS THE MORNING PRIOR TO STORE OPENING. 8. THE CONTRACTOR SHALL FURNISH AND INSTALL A MAILBOX ON SITE. THE MAILBOX TYPE, LOCATION, AND INSTALLATION SHALL COMPLY WITH THE LOCAL U.S. POST OFFICE REQUIREMENTS. VERIFY REQUIREMENTS PRIOR TO PURCHASE AND ROUGH -IN. 9. BASE OF PARKING LOT LIGHT POLES SHALL REMAIN UNPAINTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND SEALED CERTIFICATION THAT PARKING LOT MEETS REQUIREMENTS SET FORTH IN THE CONSTRUCTION DOCUMENTS. 11. ALL PAVEMENT DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. ALL BUILDING DIMENSIONS ARE TO FACE OF WALL UNLESS INDICATED OTHERWISE. 12, SEE ARCHITECTURAL SHEETS FOR EXACT DIMENSIONS OF BUILDING, SIDEWALK, PADS, ETC. 13. "EXTERIOR BUILDING DESIGN STANDARDS-100% MASONRY AND GLASS PRODUCTS" SHALL BE APPLICABLE FOR THE PROPOSED BUILDING. 1_ 2 _ l 6 Wq 0 6' HIGH TREATED WOOD DUMPSTER SCREEN. REFER TO DETAIL 12-14/C-2. O2 INSTALL NEW 7" THICK CONCRETE LOADING PAD OF 3500 PSI CONCRETE WITH #3 ® 18 O.C. EACH WAY STEEL REINFORCEMENT. SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE. REFER TO DETAIL 1/C-2. O3 CONCRETE PAVEMENT PARKING LINES 4" WIDE PAINTED WHITE WITH TWO (2) COATS OF SHERWIN WILLIAMS "HOTLINE" FAST DRYING TRAFFIC MARKING PAINT. HANDICAP PARKING & HANDICAP SYMBOL TO BE PAINTED COLOR & SIZE AS REQUIRED BY THE GOVERNING ACCESSIBILITY CODE. CONCRETE PAVEMENT PARKING LINES FOR ACCESSIBLE SPACES SHALL BE THE SAME AS ABOVE EXCEPT USE BLUE OR WHITE PAINT. REFER TO DETAIL 1,2/C-3 FOR ADDITIONAL INFORMATION. O4 CONSTRUCT 6" HIGH CONCRETE CURB CONTINUOUS AROUND SITE. BACKFILL TO 3/4" BELOW TOP OF CURB UNLESS INDICATED OTHERWISE. REFER TO DETAIL 1 /C-4. O5 ANCHOR DOWN CONCRETE PARKING BLOCKS 42" FROM FACE OF BUILDING. REFER TO DETAIL ll/C-2. O6 ANCHOR DOWN CONCRETE PARKING BLOCKS 30" FROM FACE OF CONCRETE WALK/SIDEWALK. REFER TO DETAIL ll/C-2. O PROVIDE HANDICAP RAMP WHEN PAVING IS NOT FLUSH WITH ENTRY SIDEWALK PER FEDERAL & LOCAL ACCESSIBILITY REQUIREMENTS. REFER TO DETAIL 3/C-3. O FANDICAP PARKING SIGN FOR SPACES ADJACENT TO BUILDING ENTRANCE. REFER TO DETAIL 5/C-3. O9 NEW CONCRETE SIDEWALK SLOPED AWAY FROM BUILDING Y,"/FT. FOR POSITIVE DRAINAGE. REFER TO DETAIL 8/C-2 FOR ADDITIONAL INFORMATION 10 ROAD PYLON SIGN FURNISHED & INSTALLED BY ADVANCE AUTO PARTS- REFER TO SHEET SL-1 FOR ELECTRICAL REQUIREMENTS. VERIFY LOCATION WITH AAP AND SIGN INSTALLER. 1O CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS. 1Q SEE PLANTING PLAN FOR LANDSCAPED AREAS. 1Q CONSTRUCT DRIVEWAY REFER TO DETAIL 6/C-4. 14 AREA LIGHT O N OONR W'T in Orn NoC6 L or 0 a' � o � o e QO� Do to_C6 toO� a N Z O VL w o_ m 0 ci PAVMG AND D1 810N SITE PLAN DATE BWG. SIm. 6,000 S.F. JOB DRAWN BY. CHECK BY: X1­11800 RT JJ ALL REPORTS. PLANS SPECIFICATIONS, FIELD DATA AND NOTES AND OTHER DOCUMENTS. INCWDING ALL DOCUMENTS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN PROFESSIONAL AS INSTRUMENTS OF SERNC: SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL DISSEMINATION MAY NOT BE MADE BTTHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERENSE. ARE HEREBY SPECIFICALLY RESERVED. `\���,,,, OF00 i JAMILA C. JOHNSON i .. ;....................... lk lo•tb•fl c m1 w c w LU z_ CW G a S z Z M z a 0 Cr a v 2 1 Q ry CL_ O lY QU Cl) W W U 0ZU) O i �— CV NQW(V EVERGREEN DESIGN GROUP Landscape Designers & Consultants Dallas (972) 980-9277 San Antonio (210)402-7399 Houston (713)983-6144 519 IH-30, Ste 123 Rockwall, TX 75087 www.evergreendesigngroup.net CITY OF LA PORTE, TX LANDSCAPE CALCULATIONS STREET FRONTAGE STREET TREES REQUIRED: 6 (1 PER 20 LF OF STREET FRONTAGE, 112 LF TOTAL) STREET TREES PROVIDED: 6 SHRUBS REQUIRED: 37 (1 PER 3 LF OF STREET FRONTAGE, 112 LF TOTAL) SHRUBS PROVIDED: 37 D, II 20, 40o SCALE: 1' = 2V PLANTING LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE SPACING QUANTITY REMARKS/DETAILS TREES ILAT Ilex x attenuata'Savannah' Savannah Holly 45 gallon 2lT o.c. 6 Standard ronn; 2" caliper min. SHRUBS NADO Nandina domesdca'Gulf Stream' Gulf Stream Heavenly Bamboo 3 gallon T o.c. 13 RHIN I Rhaphtolepis Indloa'Snow White' I Snow White Indian Hawthorne I 3 gallon I T o.c. I 24 TURF AND SEED Cynodon dactylon Common Bermuda Grass god _.. W W Cynodon dactylon Common Bermuda Grass Hydromulch --- MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1r2" SHREDDED WOOD MULCH OVER LANDSCAPE FABRIC IN ALL PLANTING AREAS. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "CENTURY" OR "DEEP -ROOT° 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL REPLAT ,.M.R. S'&NO PC� 4g2 STORM INLET — (UNDER CONSTRU TOP = 21.54 FL 36" (W) = 17 5164, H.C.M,R. 'PP — S 86?58'57" W 1 I L I PSPNPLj N 86?58'57" E N 130.00' I W ( W W W W W W W W W y y W _ W _ W W .�.�1, 7-W%1E WWW WW WW WW WW WW I WW W i WV' � I WWWWWIW iW III ElWWWW�W+WW I� ' I W iW1 I I I w W ( W W .y LU I GULF C o� I J W W UNITED PRESS W O CALI LU � I �I I H.C.0 W QI I WIy14,� QZ WI N 6,000 SF W W w o ( I I 28 PARKING SPACES o to I WWfWiw15 I RE Z I I SPNP�j W GONG ;i'':I.-- HOUSTON LIGHTING C423 13 fi; ALLOW 2t:_ ' CLEAR ZONE FOR I {.. 1 I VEHICLE OVERHANG (TYP.) INAL F.C. No. ;i7 ,164_, I-IC.M.P. ISETBACK -'• '�a - -1t - - - -- :I 7�JNLY ONLY ?58 6 RHIN 51LAT 5 RHIN- 3 NADO 5 RHIN 5 NADO- 1 ILAT 5 NADO 3 RHIN SPENCER HIGHWAY 100-FOOT WIDE RIGHT-OF-WAY 3 LANES WESTBOUND 5 \—TBM # 1 STEEL EDGING BETWEEN SHRUBS BEDS AND TURF (TYP.) - SEE DETAIL D. SHEET Lt-2 O N ONLD W d' tD ao rn No00 O Ch Oro � O = 0 0Zr o Qp!,' ® CoOD � O 99 Lffissam RIM EA'M ADw.e= bp00 5f. JO4 OIINN or, GlGIG fffr LM. 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