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SOMERTON PLAZA RETAIL CENTER SITE PLAN
JLCH )IL SAUCE H GRADE FILL SHRUB PLANTING N•T•s.1 02 Ii 1 I I s� a o 0 Oka ih o GE ER 18" MIN. AIRCRAFT CORD. GUY WIRES 1/8" DIA, 7x7 STRAND W/ HOSE (BLACK) 1 1/2" DIA. 3" MULCH W SOIL SAUCE FINISH GRADE PLANT SCHEDULE SYMBOL KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE REMARK STRAIGHT SINGLE TRUNK FULL SYMMETRICAL QV 5 QUERCUS VIRGINIANA LIVE OAK 2" CAL. STRAIGHT SINGLE TRUNK FULL SYMMETRICAL HEAD 12'-14' HT: x 7'-8' SPREAD QS 14 QUERCUS SHUMARDII SHUMARD OAK 2" CAL. HEAD 14'-16' HT, x 6'-7' SPREAD © PN 200 NANDINA DOMESTICA NANA 30" HT, x 15" MIN, SPREAD FULL POT, PURPUREA DWARF PURPLE NANDINA 3 GAL. 2 YEAR PLANT 2'-0" O.C. O LJ 50 WAX LEAF LIGUSTRUM LAGUSTRUM JAPONICUM 3 GAL. 10" HT. x 15" MIN, SPREAD FULL POT, 2 YEAR PLANT 2'-0" O.C. SS FULL ATENDTAPHRUM SECUNDATUM SAINT AUGUSTINE SOLID SOD GRASS PLAN NOTES 4" THICK REINFORCED CO ICRETE ACCESSIBLE ROUTE: J RUNNING SLOPES SHALL I OT EXCEED 1:20. (CROSS SLOPE SHALL NOT EXCES 1:50). O ACCESSIBLE CURB RAMP. )LOPE NOT TO EXCEED 1:12 (FLARED SIDE SHALL NOT EXCEED 1: 10) CLEAR WIDTH SHALL BE S-0" MINIMUM, 'SURFACE SHALL BE FIRM STABLE AND SLIP —RESIST. NT. GROOVE SURFACE TO HAVE TEXTURE (3/4" WID , 1/4" DEEP 0 2" O.C.) IN A WAY TO ALLOW WATT R TO RUN OFF, STAIN BLACK TO CONTRAST WITH ADJ01 ING ROUT. J PLANTING AREA. AL N NOTES O4 BROOM FINISH CONCRETE, TYPICAL 1. ALL PLANTS SHALL BE FULL POT AND HEAD, SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. 4. ALLOW FOR FINISHED GRADE AT EDGE OF WALKS AND CURBS TO BE A MINIMUM OF 1" TO 1 Yz" BELOW O SAW CUT CONTROL JOINT' (5'-0" O.C. MAX. ® SITE TOP OF SIDEWALK AND CURBS AREA SO GRASS WILL NOT HOLD WATER ON WALK AND SHALL BE PERIMETER PUBLIC WALK) DR EXPANSION JOINTS 2. CONTRACTOR SHALL LOCATE ALL UNDER GROUND UTILITIES PRIOR TO EXCAVATION OR TRENCHING. CONSISTENT ALONG EDGE. (PROVIDE EXPANSION JOIN 'S Cs� 30' MAX.), TYPICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGE TO UTILITIES OR OTHER IMPROVEMENTS, 5. LANDSCAPE CONTRACTOR TO COORDINATE AND SCHEDULE HIS WORK WITH OTHER CONTRACTORS O6 SAW CUT CONTROL JOINT. (5'-0"'O.C. MAX. @ 3. GRADE SURFACE TO ENSURE AREA DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING AND WORKING ON THE PROJECT SITE. BUILDING SIDE WALK) OR '.XPANSION JOINTS (PROVIDE POCKETS OF SURFACE DRAINAGE SPREAD AND AVERAGE OF 1" SHARP SAND OVER ENTIRE AREA TO 6, IRRIGATION SPRINKLER ® ALL LANDSCAPING. EXPANSION JOINTS ® 30' MAX.), TYPICAL BE SOLID SODDED HAND RAKE ENTIRE AREA PRIOR TO SODDING: OBTAIN OWNER'S REPRESENTATIVE'S LANDSCAPE APPROVAL OF GRADE PRIOR TO SODDING. (7 ACCESSIBLE PARKING SIGI ;TYPICAL. LANDSCAPE ANALYSIS O8 VAN ACCESSIBLE PARKING SIGN,TYPICAL. F. PLAN NOTES 4" THICK REINFORCED CO ICRETE ACCESSIBLE ROUTE: J RUNNING SLOPES SHALL I OT EXCEED 1:20. (CROSS SLOPE SHALL NOT EXCES 1:50). O ACCESSIBLE CURB RAMP. )LOPE NOT TO EXCEED 1:12 (FLARED SIDE SHALL NOT EXCEED 1: 10) CLEAR WIDTH SHALL BE S-0" MINIMUM, 'SURFACE SHALL BE FIRM STABLE AND SLIP —RESIST. NT. GROOVE SURFACE TO HAVE TEXTURE (3/4" WID , 1/4" DEEP 0 2" O.C.) IN A WAY TO ALLOW WATT R TO RUN OFF, STAIN BLACK TO CONTRAST WITH ADJ01 ING ROUT. J PLANTING AREA. AL N NOTES O4 BROOM FINISH CONCRETE, TYPICAL 1. ALL PLANTS SHALL BE FULL POT AND HEAD, SYMMETRICAL FOLIAGE AND BRANCHING STRUCTURE. 4. ALLOW FOR FINISHED GRADE AT EDGE OF WALKS AND CURBS TO BE A MINIMUM OF 1" TO 1 Yz" BELOW O SAW CUT CONTROL JOINT' (5'-0" O.C. MAX. ® SITE TOP OF SIDEWALK AND CURBS AREA SO GRASS WILL NOT HOLD WATER ON WALK AND SHALL BE PERIMETER PUBLIC WALK) DR EXPANSION JOINTS 2. CONTRACTOR SHALL LOCATE ALL UNDER GROUND UTILITIES PRIOR TO EXCAVATION OR TRENCHING. CONSISTENT ALONG EDGE. (PROVIDE EXPANSION JOIN 'S Cs� 30' MAX.), TYPICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGE TO UTILITIES OR OTHER IMPROVEMENTS, 5. LANDSCAPE CONTRACTOR TO COORDINATE AND SCHEDULE HIS WORK WITH OTHER CONTRACTORS O6 SAW CUT CONTROL JOINT. (5'-0"'O.C. MAX. @ 3. GRADE SURFACE TO ENSURE AREA DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING AND WORKING ON THE PROJECT SITE. BUILDING SIDE WALK) OR '.XPANSION JOINTS (PROVIDE POCKETS OF SURFACE DRAINAGE SPREAD AND AVERAGE OF 1" SHARP SAND OVER ENTIRE AREA TO 6, IRRIGATION SPRINKLER ® ALL LANDSCAPING. EXPANSION JOINTS ® 30' MAX.), TYPICAL BE SOLID SODDED HAND RAKE ENTIRE AREA PRIOR TO SODDING: OBTAIN OWNER'S REPRESENTATIVE'S LANDSCAPE APPROVAL OF GRADE PRIOR TO SODDING. (7 ACCESSIBLE PARKING SIGI ;TYPICAL. LANDSCAPE ANALYSIS O8 VAN ACCESSIBLE PARKING SIGN,TYPICAL. F. F. STREET TREES: 0 WHITE TRAFFIC PAINT: PIT SBURGH 11 LINE TRAFFIC A LENGTH OF PROPERTY LINE IN LINEAL FEET ALONG ALL SIDES OF THE PROPERTY FRONTING ON A PUBLIC STREETS (MINUS CONCRETE DRAINAGE PAVEMENT EASEMENT) AND ZONE MARKING PAINT —(2) 2"x2"x8' LONG WOLMANIZED 315' LINEAL FEET/30 = 11 STREET TREES REQUIRED, (11 TREES ARE PROVIDED) t0 6" WIDE, 4" HIGH CONCRE' =CURB WHEEL STOP PINE STAKE, DRIVE STAKES MIN. 3' INTO GROUND PARKING LOT TREES: (PRECAST & SECURED TO )ARKING SLAB.). STAKE SHALL BE PARALLEL AND NUMBER OF NEW PARKING STALLS TO BE CONSTRUCTED 69 /10 = 7 PARKING LOT TREES REQUIRED. (12 TREES ARE PROVIDED) VERTICAL, TOP OF STAKES 1 i LOCATION FOR BUILDING M >NUMENT SIGN (PROVIDE POWER) SHALL 8E EVEN C TOTAL TREE REQUIREMENT: TO BE APPROVED BY CITY OF LA PORTE. A + B = 18 TOTAL OF STREET AND PARKING LOT TREES REQUIRED. (23 TOTAL TREES PROVIDED) i2 36" MIN. WIDE ACCESSIBLE ROUTE TREE PLANTING N.-rs. 02 EXISTING TREES TO REMAIN .: �:1N'..'r:w•..t''.Y:• •''i' .�—r _ .�_ _ - Imo. -'- ,_'-_"- a '.'•>.� •:. i 1 � I it i ISSUE F SHRUB TOTAL: (ARE REQUIRED FOR NEW OR EXPANDED PORTION OF PARKING LOTS) TOTAL NUMBER OF STREET TREES REQUIRED, FROM A ABOVE X 10 = 180 SHRUBS. 13 CONCRETE CURB, RE: CIVII DRAWINGS G LANDSCAPE BUFFER: 6' HIGH SCREENING FENCE OR 15' WIDE EVERGREEN PLANTING STRIP ALONG THE TOTAL LENGTH OF PROPERTY LINE ADJACENT TO EXISTING SINGLE-FAMILY RESIDENTIAL, OR LIMIT 14 WASTE CONTAINER OFEXPANSIONADJACENT TO EXISTING SINGLE-FAMILY RESIDENTIAL. (SITE PLAN MUST SHOW LAND USE ON ALL SIDES OF THE PROPERTY). 75 EXISTING WOOD FENCE ALI NG THE SOUTH PROPERTY LINE . SPENCER HIGHWA • t6 DASHED LINE INDICATES FI'IE LANE, CURB TO BE PAINTED RED WITH WHITE LETTERS 3" HIGH WITH WARNING: 2 t } 2 - "FIRE LANE - TOW AWAY ZONE" 1 4 3 e' 1 _ Zt2'B. -� 1 NOTES: s 2, I _ 1. ACCESSIBLE PARKING, ,CCESSSBLE ROUTE & W ACCESS AISLES SURFA( ES TO BE LEVEL WITH, � � 1 20' L.>:_'- v MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS. 12 ,.. t''•: • rrrrrrrr rrrr rr rrrrr rrrrr rrrr rrrrr �� 2 " " 16 a __ r �'� � / PROVIDE 60" DEEP & f 0 WIDE (18 MIN. @ 16i T i --__ e i 1 LL. PULL SIDE) LEVEL LAN( ING ® ALL EXTERIOR 3 10 t I �, Q DOORS OF MAX. 2% SL )PE IN ALL DIRECTIONS. to 1 13 ® 6600;;., ; , z 3, ALL TRAFFIC PAINTS At D ACCESSIBLE ROUTE CROSS HATCH & SIGN 3 TO BE u!f`. 1 I -6 O SLIP -RESISTANT PAINT. ..:.: IEj :> 5 I BUILDING„tJG O� n. ' BUILDING "A"cn 169500 SF _�,�; N ,� 10 GO o _ I jx. , NO f•' LU 1 �• ',''` °; ``_ a to t8 �I I, t 3> 3 is ( '>. ;,. _.tom '•t _,� � �� ,t�I 3 120' •:" '4 .,' .t ''"'' t•. t,+ ••a. •'O''•mlu��,xi{µ1,iA JJ.ita..�p'•..ti: 1. '. t t, ^L. 77; 2.:�,.: "' ''_ 0000uigdocoo, •:r '...:"ri. - --a'::y.-,:-�-•' .-"'- -�''t � t�r j1 o¢ooab4oboo�i000000°44.0.�Q. -t;;.$.�' ."_"'►.--..,,-.,,. ,--, PLAN NORTH / 1S BRO KGLEN ' 1 / SECTION 1—�— NO. DATE DESCRIPTION DEC. 18, 06 ' ISSUED FOR REVIEW JAN. 06, 07 REVISED DETENTION POND & WASTE CONT. LOCATION JAN. 29, O7 ISSUED FOR REVIEW FEB. 08, 07 REVISED REVISED ACCESSIBLE PARKING LOCATION FEB.19, 07 ISSUED FOR REVIEW ARCHITECTURAL SITE PLAN Garza + McLain Structural Engineers, Inc. The Wingfield/Sears Group, Inc. EO a Architects Interior Designers (? R� R. SF•9 y� : -•I tftleTt Mij t (eM J r, Yot-� - Retail Center STATISTICAL DATA SITE AREA: SITE "A" 1.37 17 ACRES 59,929 SF SITE "B° 1.63 i6 ACRES 71,249 SF DETENTION AREA: 0.23 )5 ACRES 10,043 SF UTILITY EASEMENT & DRAINAGE EASEMENT: 0.3,1 )4 ACRES 15,263 SF TOTAL: 3.59 ?2 ACRES 156,484 SF GROSS BUILDINGS AREA: BUILDING 'A' : 16,500 GSF BUILDING 'B' : EXISTING 5,876 GSF TOTAL: 22,376 GSF PARKING SPACE: BUILDING "A" 69 CARS 4.18 PER 1000 GSF 2 ACCEE 31BLE PARKING SPACES 2 VAN ACCE� 31BLE PARKING SPACES LANDSCAPE AREA: SITE "A" 7,587 ; F 12.5% OF SITE AREA (WITHO( T DETENTION POUND) o01 ARC IITECTURAL SITE PLAN P.O. Box 1603, Richmond �'y 5932: � 3. 'L�' �^ 2900 Wesleyan Suite 310 Houston, Texas 77406 TF:' of ' �F Houston, Texas 77027-9680 321541-2812 281/ 343-6367 Fax 713/627-9690 LaPorte, ,Tema S 8PROJECT NO. 05088 AO 1 07- 8aZd SITE DEVELC)PMENT PLANA r �• SOMER ON PLA A DESIGN TEAM CONTACTS Discipline Consulting Firm Contact Telephone OWNER MYERS COMMERCIAL, INC. BOB MYERS (214) 890-9020 8214 WESTCHESTER DRIVE #500 CLAYTON SNYDER (214) 890-9021f DALLAS, TX. 75225 CIVIL ENGINEER DOUCET & ASSOCIATES, INC. CHRIS STURM (512) 583-2600 7401 B HIGHWAY 71 W., STE. 160 TROY ROUTLEDGE (512) 583-2601f AUSTIN, TEXAS 78735 ARCHITECT THE WINGFIELD/SEARS GROUP, INC. DAVID SEARS (713) 626-9690 2900 WESLAYAN, STE. 310 (713) 627-9680f HOUSTON, TX. MEP ENGINEER KOEGEL BOB NATRIEB (214) 754-9096 42626 COLE AVE. SUITE 220 (214) 754-8030f DALLAS, TEXAS 75204 LANDSCAPE THE WINGFIELD/SEARS GROUP, INC. DAVID SEARS (713) 626-9690 ARCHITECT 2900 WESLAYAN, STE. 310 (713) 627-9680f HOUSTON, TX. GEOTECHNICAL TERRACON STEVE WOLFORD (713) 690-8989 ENGINEER 11555 CLAY ROAD (713) 690-8787f HOUSTON, TEXAS 77043 SURVEYOR GEOSOLUTIONS LTD. MARY CHRUSZCZAK (281) 681-9766 1440 LAKE FRONT CIRCLE, SUITE #110 (281) 681-9779f WOODLANDS, TEXAS 77380 GOVERNMENT/UTILITY CONTACTS Utility/AHJ* Name Contact Telephone ELECTRIC CENTERPOINT ENERGY MICKAEL MAXWELL (281) 425-7317 P.O. BOX 210 (281) 425-7370f BAYTOWN, TX. 77522 GAS CENTERPOINT ENERGY VERONICA SPILLER (713) 941-0216 5310 OLD GALVESTON ROAD (713) 910-9813f HOUSTON, TX. 77017 TELEPHONE AT&T PAM JOHNSON (713) 943-4943 510 ARKANSAS (713) 943-5699f SOUTH HOUSTON, TX. 77587 CABLE TIMEWARNER CABLE STACY WATKINS (713) 341-1075 8590 W. TIDWELL (713) 895-2697f HOUSTON, TX. 77040 WATER CITY OF LA PORTE CUR11S HERROD (281) 471-9650 2963 NORTH 23RD STREET (281) 470-5129f LA PORTE, TX 77571 WASTEWATER CITY OF LA PORTE CURTIS HERROD (281) 471-9650 2963 NORTH 23RD STREET (281) 470-5129f LA PORTE, TX 77571 STORM WATER CITY OF LA PORTE RODNEY SLATON, P.E. (281) 470-5060 604 W. FAIRMONT PARKWAY (2gi) 470-5005f LA PORTE, TX. 77571 FIRE DEPT. LA PORTE FIRE MARSHALS OFFICE CLIF MEEKINS (281) 867-4603 604 W. FAIRMONT PKWY (281) 470-5005f LA PORTE, TX. 77571 BUILDING CITY OF LA PORTE MARK HUBER (281) 470-5067 INSPECTORS 604 W. FAIRMONT PARKWAY (281) 470-5005f LA PORTE, TX. 77571 HEALTH HARRIS COUNTY HEALTH DEPT. RUBEN MARTINEZ (713) 439-6000 INSPECTOR PRECON SVCS. JANET LANE 2223 WEST LOOP SOUTH HOUSTON, TX. 77027 * Authority Having Jurisdiction CITY APPROVING AUTHORITY CERTIFICATE This is to certify that the City of La Porte, Texas has a development of _Somerton Plaza— in conformance with Porte. �d this site plan and inances of the City of La. --— PIDepartment Its 1, __J. Keith Schauer, am registered under the laws of the State of Texas to practice the profession of engineering and hereby certify that above plan is true and correct; and that all bearings, distances, angles, curve radiuses, and central angles are accurately shown on the site plans. J. KEITH SCHAUER J. Keith Schauer Texas Regristration No. ___81658 VICINITY MAP tF N.T.S. Doucet & Associates, Inc. Engineers • Planners * Surveyors 7401 B HWY. 71 WEST, SUITE 160 AUSTIN, TEXAS 78735 (512) 583-2600 EASTHAMPTON, MASSACHUSETTS ROSEVILLE, CALIFORNIA SIGNAGE NOTE A SEPARATE PERMIT IS REQUIRED FOR A SIGN. SHEET INDEX 1 C001 COVER SHEET 2 C002 EXPRESS REVIEW SHEET 3 C003 GENERAL NOTES 4 C011 SURVEY 5 C012 PLAT 6 C101 DIMENSIONAL CONTROL PLAN 7 C102 GRADING PLAN 8 C103 UTILITY PLAN 9 C104 PAVING PLAN 10 C105 DRAINAGE PLAN 11 C301 EROSION CONTROL PLAN 12 C601 DETAIL SHEET 1 13 C602 DETAIL SHEET 2 14 C603 DETAIL SHEET 3 15 C701 SPECIFICATIONS SHEET 1 16 C702 SPECIFICATIONS SHEET 2 17 C802 DETENTION POND (PHASE 2) 18 C803 MEP1 BUILDING PLAN 19 C804 MEP2 ELECTRICAL RISER DIAGRAM 20 C805 MEP3 MECH./ELEC. SPECIFICATIONS 21 A0.1 LANDSCAPE PLAN ATTACHED ARE THE APPROVED SET OF PLANS FOR REFERENCE 22 C105 APPROVED CHILI'S DRAINAGE PLAN 23 C801 APPROVED EXPRESS REVIEW SHEET 24 C802 APPROVED DETENTION POND 25 C802A APPROVED HCFCD DETAILS FIRM MAP NUMBER: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANC RATE MAP NO.48201CO940 L REVISED PRELIMINARY DATE JUNE 9, 2006 THE SUBJECT PROPERTY LIES WITHIN ZONE X (SHADED), (AREAS OF 01% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FO01 OR OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREA PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD) AND ZONE AE, (BASE FLOOD ELEVATIONS DETERMINED) LEGAL DESCRIPTION: BEING 1.967 ACRES OF LAND SITUATED IN THE WILLIAM M. )ONES SURVEY, ABSTRACT 482, HARRIS COUNTY, TEXAS, BEING A PORTION OF UNRESTRICTED RESERVE 'G" OF BROOKGLEN SECTION 1, A SUBDIVISION OF RECORD UNDER VOLUME 153, PAGE 99 O THE MAP RECORDS OF HARRIS COUNTY, TEXAS (M.R.H.C,T.); SAID 1.967 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS. ZONING: GENERAL COMMERCIAL (GC) WATERSHED: ARMAND BAYOU BENCHMARK: BM IS BASED ON TROPICAL STORM AWSON MONUMENT NO. 020255 • ELEVATION =' 24.11 FEET. ALL ELEVATIONS ARE REALTED TO NAVD 88, 2001 ADJUSTMENT. TBM 'A": SQUARE CUT ON INLET ALONG THE SOUTHERLY LINE OF SPENCER HIGHWAY NEAR THE NORTHWESTERLY CORNER OF THE SUBJECT TRACT. (SHOWN ON SURVEY) ELEVATION = 2OA8' TBM "B': SQAURE CUT INLET ALONG THE WESTERLY LINE OF SOMERTON DRIVE, NEAR' THE SOUTHEASTERLY CORNER OF THE SUBJECT TRACT. (NOT SHOWN ON SURVEY) ELEVATION = 21.20' C Q w l� � N � N Y •V � O v�iM O °� ad Y O o d 4 0 Q Q V W W Z � w X O V LU W W W , LIJ 0 N 0 c~c U 0 0 00 �a W O �� • i1 .....:...........SC............i 81658 : iINA4�E 0 Scale As Shown DwVAd by. TR Drawn by. CS kweww by. &S Date AUGUST t, 2006 SHEET C001 1 25 OF Project No: 955.001 I A E 4 3 2 DESIGN TEAM CONTACTS Discipline Consulting Firm Contact Telephone OWNER MYERS'COMMERCIAL, INC. BOB MYERS (214) 890-9020 8214. WESTCHESTER DRIVE #500 CLA,YTON SNYDER (214) 890-9021f DALLAS, TX. 75225 CIVIL tENGINEER DOUCET & ASSOCIATES, INC. CHRIS STURM (512) 583-2600 7401 B HIGHWAY 71 W., STE. 160 TROY ROUTLEOGE (512) 583-2601f AUSTIN, TEXAS 78735 ARCHITECT THE WINGFIELD/SEARS GROUP, INC. DAVID SEARS (713) 626-9690 2900.WESLAYAN, STE. 310 (713) 627-9680f HOUSTON, TX. MEP ENGINEER KOEGEL BOB NATRIEB (214) 754-9096 42626 COLE AVE. SUITE 220 (214) 754-8030f DALLAS, TEXAS 75204 LANDSCAPE THE WINGFIELD/SEARS GROUP; INC. DAVID SEARS (713) 626-9690 ARCHITECT 2900 WESLAYAN, STE. 310. (713) 627-9680f HOUSTON, TX. GEOTECHNICAL TERRACON STEVE WOLFORD (113) 690-8989 ENGINEER 11555 CLAY ROAD.- (713) 690-8787f HOUSTON, TEXAS .77043 SURVEYOR GEOSOLUTIONS` LTD. MARY CHRUSZCZAK (2.81) 681-9766 1440 LAKE FRONT CIRCLE, SUITE #110, (281).681-9779f WOODLANDS,. TEXAS 77380 GOVERNMENT/UTILITY CONTACTS Utility/AH& Name Contact Telephone ELECTRIC CENTERPOINT ENERGY MICKAEL MAXWELL (281) 425-7317 P.O. BOX 210 (281) 425-7370f BAYTOWN, TX. 77522 GAS CENTERPOINT ENERGY VERONICA SPILLER (713) 941-0216 5310 OLD GALVESTON ROAD (713) 910-9813f HOUSTON, TX. 77017 TELEPHONE AT&T PAM JOHNS.ON (713) 943-4943 510 ARKANSAS (713) 943-5699f. SOUTH HOUSTON, TX. 77587 CABLE TIMEWARNER CABLE STACY WATKINS (713) 341-107.5 8590 W. 11DWELL (7.13) 895-2697f HOUSTON, TX. 77040 WATER. CITY OF LA PORTE CURTIS HERROD (281) 471-9650 2963 NORTH 23RD STREET (281) 470-5129f. LA PORTE, TX 77571 WASTEWATER CITY OF LA PORTE CURTIS HERROD (281) 471-9650 2963 NORTH 23RD.STREET (281) 470-5129f LA PORTE, TX 77571 STORM., WATER CITY OF LA PORTE RODNEY SLATON, P.E. (281) 470-5060 604 W. FAIRMONT PARKWAY (281) 470-5005f LA PORTE, TX. 77571 FIRE DEPT. LA PORTE FIRE MARSHAL'S OFFICE CLIF MEEKINS (281) 867-4603 604 W. FAIRMONT PKWY (281) 470-5005f LA PORTE,, TX. 77571 BUILDING CITY OF LA PORTE MARK HUBER (281) 470-5067 INSPECTORS 604 W. FAIRMONT PARKWAY (281) 470-5005f LA PORTE, TX. 77571 HEALTH HARRIS COUNTY HEALTH DEPT. RUBEN MARTINEZ (713) 439-6000 INSPECTOR PRECON SVCS. JANET LANE 2223 WEST LOOP SOUTH HOUSTON, TX. 77027 VICINITY MAP N.TS. This is to certify that the City of La Porte, Texas has approved this site pian and p_{- {- development, of _Somerton Elazo_ in conformance with the dinances f the City of La DOUCet ASSOCidteS, Inc. Porte: By Engineers • Planners • . Surveyors ` DI ect P nni Department 7401 B HWY. 71 WEST, SUITE 160 AUSTIN, TEXAS 78735 (512) 583.2600 1, J. Keith Schauer am registered under the laws of the State of Texas to m practice the profession of engineering and hereby certify that above plan is true and 7 correct; and that all bearings, distances, an les, curve radiuses, and central angles are EASTHAMPTON, MASSAGHUSETTS accurately shown on the site. plans. - ROSEVILLE, CALIFORNIA J. Keith Schauer -- ---- a a :: , Texas Regristration No. __81658 3 - ............. J. KEtfH SCHAUER �. ..... SIGNAGE NOTE 81658 A SEPARATE PERMIT. IS �srE�• REQUIRED FOR A SIGN. s F t v� O« P A 3 6 8 ( 7 I 6 5 4 SHEET INDEX 1 C001 COVER SHEET 2 C002 EXPRESS REVIEW SHEET 3 C003 GENERAL NOTES 4 C011 SURVEY 5 C012 PLAT 6 C101 DIMENSIONAL CONTROL PLAN 7 C102 GRADING PLAN 8 C103 UTILITY PLAN 9 C104 PAVING PLAN 10 C105 DRAINAGE PLAN 11 C301 EROSION CONTROL PLAN 12 C601 DETAIL SHEET 1 13 C602 DETAIL SHEET 2 14 C603 DETAIL SHEET 3 15 C701 SPECIFICATIONS SHEET 1 16 C702 SPECIFICATIONS SHEET 2 17 C002 DETENTION POND (PHAS9 2) 18 C803 MEP1 BUILDING PLAN 19 C804 ME ELECTRICAL RISER DIAGRAM 20 C805 MEP3 MECHALEC. SPECIFICATIONS 21 A01 LANDSCAPE PLAN ATTACHED ARE THE APPROVED SET OF PLANS FOR REFERENCE 22 C105 APPROVED CHILI'S DRAINAGE PLAN 23 C801 APPROVED EXPRESS REVIEW SHEET 24 C802 APPROVED DETENTION POND 25 C802A APPROVED HCFCD DETAILS FIRM MAP NUMBER: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURAN( RATE -MAP NO. 48201C0940 L REVISED PRELIMINARY DATE JUNE 9, 2006 THE SUBJECT PROPERTY LIES WITHIN ZONE X (SHADED), (AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOG OR OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREA PROTECTED B) LEVEES FROM 1% ANNUAL CHANCE FLOOD) AND ZONE AE, (BASE FLOOD ELEVATIONS DETERMINED) LEGAL DESCRIPTION: BEING 1967 ACRES OF LAND SITUATED IN THE WILLIAM M. JONES SURVEY, ABSTRACT 48Z HARRIS COUNTY, TEXAS, BEING A PORTION OF UNRESTRICTED RESERVE "47 OF BROOKGLEN SECTION 1, A SUBDIVISION OF RECORD UNDER VOLUME 153, PAGE 99 C THE MAP RECORDS OF HARRIS i COUNTY, TEXAS (MR.H.C.T.). SAID 1.%7 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND. BOUNDS. ZONING: GENERAL COMMERCIAL (GC) WATERSHED: ARMAND BAYOU BENCHMARK BM IS BASED ON TROPICAL STORM AWSON MONUMENT NO.020255 • ELEVATION 24.11 FEET. ALL ELEVATIONS ARE REALTED TO NAVD 88, 2001 ADJUSTMENT. TBM W. SQUARE CUT ON INLET ALONG THE SOUTHERLY LINE OF SPENCER HIGHWN ; NEAR THE NORTHWESTERLY CORNER OF THE SUBJECT TRACT. (SHOWN ON SURVEY) ELEVATION = 2OA8' TBM "B": SQAURE CUT INLET ALONG THE WESTERLY LINE OF SOMERTON DRIVE, NEAR THE SOUTHEASTERLY CORNER OF THE SUBJECT TRACT. (NOT SHOWN ON SURVEY) ELEVATION = 21.2W I u CO cd t+1 E OV �, h Otn pnp ' Man X ¢ a_ 00 3 p �n< 0 Ln V .I LU Uj ZpGQN. O w F— V u oe Z W: W LLJ . 0. CG V o 00 O U • F qP � � 1 J. SCHA...... i 81658 1.- f Fc� �For24-r f�tss NNI. Salc As Shown Dmiged by., TR Dm by. CS ReMWoed by. JKS Drtc 'AUGUST 1. 2006` SHEET C001 .1 25 OF Project NO: 955-M 3 I 2 1 • PAVING 1. DESIGN NESS OF PAVING II. STABILIZED SUBG TO A DEPT III. DESIGN STRENGTH OF C E psi IV. TYPE AND PLAC OF STEEL NOTES TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COU DRIVEWAYS 1. NUMBER 4F DRIVEWAY APPROACHES PROPOSED:.. 1 11. HARRIS. COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET C601 I - E COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DR AT TIME OFDEVELQPMIENT SUBDIVISION DRAINAGE 3 • SITE DRAINAGE 4.• WATER AND WASTEWATER (OTHER THAN SUBDIVISION TYPE PROJECTS) DRAINAGE SYSTEM TYPE 1. PROPOSED DRAINAGE AREA I. TYPE OF SERVICE PROPOSED ❑ STORM SEWER ® NEW DEVELOPMENT AREA: 1.967 AC ® MUNICIPALITY: City of La Porte ❑ RE -DEVELOPMENT AREA (AMOUNT INCREASED MUNICIPAL UTILITY DISTRICT: ❑ OADSIDE DITCH IMPERVIOUS AREA). ❑ OTHER .DISTRICT: 11. DETENTION VOLUME (DRY BASIN) 0.39 ❑ PRIVATE WATER AND WASTEWATER SYSTEMS NEW AREA X 0:20 = ACRE-FEET 11. DESIGN METHOD USED DETENTION REQUIRED ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF ❑ CITY '0 OUSTON Z_ FREQUENCY PROPOSED VOLUME; = 0.65 ACRE FEET El INDIVIDUAL WATER WELL AND OSSF ❑ OTHER *DETENTION APPROVED WITH.HCFCD PROJECT#1006366 DATE 01/04/07. ❑ OTHER: ❑ NO UTILITIES ARE PROPOSED III. OUTFALL III. DRAINAGE SYSTEM OUTFALL OUTFALL. TO ❑ ROADSIDE DITCH ❑ STORM SEWERETENTiON II. PROOF OF CAPACITY ❑ TO bPO M OTHER EXIST DRAINAGE PIPE FROM DISTRICT LETTER AUTHORIZING SERVICE ❑ DETENTION POND MA INED BY STATIC W.S.E. ® OUTFALL IS AND CONNECTION :FIRE APP ACCESS ROAD ❑ TO HCFCD DRAINAGE CH UNIT NO. ROADSIDE DITCH OUTFALL: ' ❑ COUN ROA IDE DITCH. ROAD FRONTAGE X 0.0088 = (CFS) ALLOWABLE OUTFALL ❑ TCEQ APPROVAL FOR WATER SYSTEM AND D REQUIR SHOWN ON SHEET(S) TO HARRIS PROPOSED OUTFALL RATE: PERMIT FOR WASTEWATER SYSTEM. REQUIRED DUE TO ROAD NAME: — ®STORM SEWER OUTFALL ❑ TCEQ APPROVAL FOR WATER SYSTEM AND ❑STATIC W.S.E. ® TFALL IS CAPACITY ALLOCATED TO TRACT FROM' D. A. MAP: 2-25-91 6•69 {cFs) OSSF FEASIBILITY REPORT CURBING _____..___. FROM DRAINAGE AREA MAP DATED: . ❑ PROPOSED STO SEWER I5 SUBMERGED. PREPARED BY: H CARLOS SMITH .❑ OSSF FEASIBILITY REPORT WHICH CONSIDERS I. ISLANDS AND, S REQUIRE STANDARD BING IV STORM -WAT OUT , LL ACTUAL OUTFALL RATE: 3.55 (CFS) . INDIVIDUAL WELLS IL ❑ STANDARD 6" CURBIN ED CAPAC ALLOCATED TO TRACT FROM D. A. P: (CFS) 0 § ❑ 4" x 12" CUR OPOSED FROM RAINAGE AREA MAP DATED: VOLUME T VIIY.FLOWS: ACRE FEET III. AMOUNT OF FLOW Q 6" 0 x 12" ALLOWED EXCEPT. AT ME D ISLANDS PR ..-RED BY: VOLUME THAT IS PU ACRE FEET A UAL OUTFACE 'RATE: (CPS) ENTRANCE VELOCITY INTO RDA H ❑ RESIDENTIAL LOTS OR UNITS n OR STORM SEWER: �! L TRAFFIC CONSIDERATIONS PUMP SpLIONS AND OPERATING'PLAN Igl COMMERCIAL: 2000 AVERAGE DAILY FLOW w� z I. MEDIAN CUTS OTHER: ON 'SHEET . ❑OTHER: , ' z ® NO MEDIAN• CUT OR RELOCATION IS PROPOSED , ❑MEDIAN MODIFICATIONS ARE SHOWN ON SHEET DRAINAGE SYSTEM FLOW RATE V. FLOW RESTRICTOR SIZE n m OUTFALL PIPE SIZE: w' II LEFT HAND TURN FLOW PRIOR TO DETENTION: C RESTRICTOR PIPE SIZE: of FLOW AFTER DETENTION IF REQUIRED): CFS VI. ❑ PROPOSED STORM SEWER IS SUBMERGED. ® NO LEFT TURN LANE IS PROPOSED i o:! - ❑LEFT TURN LANE IS SHOWN ON SHEET - N - HCPID SIGNATURE BLOCK OTES: I — IV REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS. NOTES, n 1. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES PROJECT KNOWN AS: ALL AREA WHERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN III. TRAFFIC 'CONTROL PLAN THE PROPERIY'S BOUNDARIES MUST BE DELINEATED AS A 'NO WORK' AREA ON THE DRAWINGS. ® NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT WOULD INTERFERE WITH TRAFFIC FLOW ❑ TRAFFIC CONTROL SHOWN ON SHEET 5 • DESCRIPTION OF PROPERTY 1. LEGAL DESCRIPTION f PLAT NAME: 1.967 ACRES OF LAND OF UNRESTRICTED RESERVE G",. OF BROOKGLEN SECTION ONE (1). A SUBDIVISION 01 RECORD UNDER VOLUME 153 PAGE 99 OF THE MAF RECORDS OF HARRIS COUNTY TEXAS ❑ NEW PLAT LOCATED IN THESE SURVEYS: ❑ REPLAT OF RECORDED SUBDIVISION OR RESERVE KNOWN AS ill. JURISDICTIONS ❑ CITY OF HOUSTON ❑ CITY OF ® ETJ, CITY OF La Porte ❑ UTILITY DISTRICT: ❑ OTHER: VI. HCAD ACCOUNT NOS. (ALL) 100-520-000-0042 NOTES I, III, VI. COMPLETE FOR ALL PROJECTS II. COMPLETE ONLY IF PROJECT LIES ADJACENT TO A PUBLIC OR PRIVATE ROAD 11. - V. REQUIRED WHEN PROPOSED FACILITY WILL INCREASE THE AMOUNT OF RUNOFF INTO A -COUNTY DRAINAGE DITCH, ROADSIDE DITCH OR STORM SEWER. IF ANALYZED AND THE RECEIVING DRAINAGE STRUCTURE HAS CAPACITY IN THE FULLY DEVELOPED CONDITION OF THE AREA IT SERVES, NO DETENTION IS REQUIRED. IV. EXISTING TRAFFIC CONTROL ❑ DEVICES SHOWN ON PLANS (T.C.: BOXES. AND, LOOPS) 7 FLOODCONTROL DISTRICT CRITERIA 8 NOTES• 1 - III TO .BE COMPLETED FOR ALL PROJECTS - _ - _ - - I. _ DETENTION SUMMARY STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIN DRAINAGE AREA = 1 08 ACRES _, c STORM WATER QUALITY t ! e I. CONSTRUCTION PROTECTIVE MEASURES. RAINFALL EVENT PROBABILITY _ . PRE- PED PEAK RUNOFF POST -DEVELOPED PEAK RUNOFF (.CFS) DETENTION BASIN PEAK OUTFLOW CFS MAXIMUM WATER SURFACE El"ATIM P RAGE LUME AC- STORAGE RATE AC -FT PER AC 10% EXCEEDANCE (10-YEAR) 1% IXCEEDANCE (100-YEAR) b ®: SWPPP SITE PLAN AND DETAILS ON SHEETS) UOU I C603, OC C8O2 ADDITIONAL CRITERIA FOR PUMPED DETENTION B VOLUME OF PUMPED 1% IXCEEDANCE STO ME = AC-Fi _ % OF TOTAL VOLU ' II. APPLICABILITY FOR PERMANENT FEATURES. DRAIN TIMEEFOR BASIN OUTFLOW � HOFS URS WEDN ON C ACS. (K EXEMPT -NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. b ©:'EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE sroRMwarER DRAINAGE DESIGN REPORT N TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. REPORT TITLE N' ElEXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. REPORT DATE ENGINEERING FIR o'm ❑ "STORM WATER QUALITY MANAGEMENT PLAN" HAS BEEN/WILL BE INCLUDED IN A DATE of ACKNowLEGEMENr DPLNsNuroR N ADMIm z SEPARATE SUBMITTAL ENTITLED ❑ "STORM WATER QUALITY' MANAGEMENT PLAN" INCLUDED. • SWQMP SITE PLAN .ON m SHEET(S) a '' III. RM WATER :: UALITY FEATURES. ❑ VEGETA NTROLS USED: (FILTER STRIP, GRASSY SWA BAN FORESTRY) STORMWATER .DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS: C H I LI S # 1414 " DETAILS AND CAL ONS APPEAR ON SHEET PLAN TITLE ENGINEERING FIRM DOUCET & ASSOCIATES INC. DATE SIGNED BY HCFCD o1/04/07 ❑ DS DETAILS AND CALCULATIONS. POND STRUCTURE USED (W., Y, ) APPEAR ON SHEET(S) C105 & C802 II. HCFCD STANDARD NOTES: SEE SHEET OF THESE PLANS. ❑ HYDRODYNA E SEPERATOR MODEL: �- ��� . III. HCFCD STANDARD DETAILS: SEE SHEET C802 OF THESE PLANS. j ❑ (S): IV. REFER TO PLAN SHEETS C802 FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE NOTES II - 11 REQUIRED ON AI,L PROJECTS, III IF NOT EXEMPT OR 'GRANDFATHERED• CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g.,- DRAINAGE EASEMENT, FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) 9, WHEEL CHAIR RA1VII'S / SIDEWALK WHEEL CHAIR RAMPS PROPOSED YES ® . NO ❑ SIDEWALK PROPOSED YES ® NO ❑ NOTE, IF -A MAJOR CATEGORY' ON THIS p SHEET IS NOT REQUIRED FOR THE PROJECT, IIX11 THROUGH THAT ENTIRE SECTION. CATEGORYO) MUST BE COMPLETED. c2. 1 n g s VERSION 10.0 JAN. 3, 2006 VERSION 10.0 REVISED NOTE 5. DESCRIPTION OF PROPE a 8 NOTES I. COMPLETE ONLY.IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. ii. COMPLETE ONLYIFPROJECT HAS WITHIN IT -OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED-HCFCD MAINTAINEO'CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING: OR PROPOSED HCFCD MAINTAINED CHANNEL' OR DETENTION BASIN. IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED -PUBLIC DRAINAGE CHANNEL OR'DETENTION BASIN. FLOOD PLAIN STATUS COUNTY OF LAPORTE/DEER PARK 8• ' IS FLOODPLAIN ADMINISTRATOR 1. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201 C0940L 48201 C0940L FIRM. PANEL(S) DATE:. REVISED PRELIMINARY 6-9-06 11-06-96 *NOTE: SEE ATTACHED LETTER FROM THE CITY APPROVED USE OF TSARP FLOOD PLAIN ,ELEVATOR. STATUS OF.PROPERTY ON MAP ❑ LOCATED IN UNSHADED ZONE "X" ❑ ENTIRELY LOCATED .IN 'SHADED AND UNSHADED ZONE "X" ® ON CONSTRUCTIONY DRAWINGS DRAINAGE�LA OUT) ❑ LOCATED ENTIRELY IN ZONE "AE" (INDICATE BASE FLOOD LEVEL. ON CONSTRUCTION DRAWINGS) ❑ OTHER ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA OR LOMR-F CASE N0. FLOOD HAZARD RECOVERY DATA ❑ FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED (PROVIDED INFORMATION BASED ON 1973 AND 2001 ADJUSTMENTS). ❑ FLOOD HAZARD RECOVERY DATA NOT AVAILABLE. ELEVATION INFORMATION BENCHMARK USED ❑ FEMA RM benchmark ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) ® OTHER NN DESCRIPTION OF BENCHf�A,IjK IV LU�ASEDVON N'TeOPMCALD YEAR C. ADJUSTMENT MM STORM ALLISON MONUMENT NO. 020255 — ELEVATION = 24.11 FEET. ALL ELEVATIONS ARE RELATED TO NAVD 88 2001 ADJUSTMENTS. II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN ZONE "X" (SHADED OR UNSHADED) ® PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY) III. FLOODPLAIN STORAGE SUMMARY RUP TES ONLYN AS TOPORTIOONNDNEATED BY LLARNMDPLOOCA70 WITHIN A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE- PLACED WITHIN THE' FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION 22.0 (2001 ADJ.) 1 126 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED:FROM. THE FIRM DELINEATED FLOODPLAIN: i:e., BELOW ELEVATION —x (2001 ADJ.) _ ' Z CUBIC YARDS NOTES : 1. COMPLETE FOR ALL PROJECTS - II. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOODPLAIN /, ❑LOMR REQUIRED VERIFIED BY: 4' Somerton Plaza ® 8610 Spencer Highway La Porte, TEXAS 77571 WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AND/OR DRAINAGE ONLY DATE BY AS TO LOCATION OF ITEMS, IN COUNTY RIGHT OF WAYJ -f DATE .BY AS 0 SIFORM WATER QUALITY 0 p HARRIS C LINTY FLOOD CONTROL DISTRICT ,,f�••���� �� IN��fERP E N ECTION i� BY Il.IKM✓`-� i��',� DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY . APPROVED: BY DATE . .FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VAUD FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION E OF TF�h� 1 ' J. KEITH SCHAUER A LICENSED PROFESSIONAL fNO* qd' �� ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION ••.:� *1/, PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF ..... % MY KNOWLEDGE. J.�h1i}.SCNAU61• THE COMPLETED PROJECT CONSISTS20r?D NG ,S E 1 THRU 25 SJ658 .�� R - DATE R E X I S I O N S ' 1 DATE I SHEET NO. I DESCRIPTION I ACKNOWLEDGMENT 1008773 3 2 SHEET NUMBER 2 np 25 u G p w !� d .N tt1 0E .yn 000 �n< �e 0 W Z pw/\� W W ~ Z �. CCWLL.J W V) L V) W O' ^ :i V) � O 00 w U • +11 1 is 9s Ij1 ......... ..::.:.� i KEITH SCHAUER .....................81658............j ` 1 1 1' ,o.�SF.!SjER�q�2�"� 1 SJ NAI. Ssile As Shown DnWd br. TR Drain br CS Rftkv sd br. JKS Date AUGUST i, 2006 • SHEET - 0002 2 OF: 25. ftiect NO: ' - 955-001 PAVING I. DESIGN NESS OF PAVING II. STABILIZED SUBG TO A DEPT III. DESIGN STRENGTH OF C E IV. TYPE AND PLAC OF STEEL: nTO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS D 1 10 _ NUMBER OF DRIVEWAY APPROACHES PROPOSED: i HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS ON SHEET C601 I - E COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DR AT TIME OF MENT FIRE APP ACCESS ROAD ❑ REQUIREDSHOWN ON SHEET(S) REQUIRED DUE TO CURBING EEE3 ANDS AND �ME' NS REQUIRE STANDARD BING STANDARD6" CURBIN ED 4" x 12" CUR OPOSED 6" 0 ' x 12" ALLOWED EXCEPT AT ME N TRAFFIC CONSIDERATIONS I. MEDIAN CUTS 0 NO MEDIAN CUT OR RELOCATION IS PROPOSED ❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET II. LEFT HAND TURN NO LEFT TURN LANE IS PROPOSED ❑ LEFT TURN LANE IS SHOWN ON SHEET III. TRAFFIC CONTROL PLAN NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT WOULD INTERFERE WITH TRAFFIC FLOW ❑ TRAFFIC CONTROL SHOWN ON SHEET IV. EXISTING TRAFFIC CONTROL ❑ DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS) NOTES: 1 - III TO BE COMPLETED FOR ALL PROJECTS ISLANDS SUBDIVISION DRAINAGE 3 , SITE DRAINAGE 4. WATER AND WASTEWATER (OTHER THAN SUBDIVISION TYPE PROJECTS) DRAINAGE SYSTEM TYPE - I. PROPOSED DRAINAGE AREA I. TYPE OF SERVICE PROPOSED PSI ❑ STORM SEWER 0NEW DEVELOPMENT AREA: 1.967 AC ® MUNICIPALITY: City of La Porte ❑ RE -DEVELOPMENT AREA (AMOUNT INCREASED ❑ MUNICIPAL UTILITY DISTRICT: ❑ OADSIDE DITCH IMPERVIOUS AREA): El OTHER DISTRICT: II. DETENTION VOLUME DRY BASIN) 0.39 ❑ PRIVATE WATER AND WASTEWATER SYSTEMS 11. DESIGN METHOD USED NEW AREA X 0.20 = ACRE-FEET DETENTION REQUIRED ❑ PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF ❑ CITY 0 OUSTON FREQUENCY PROPOSED VOLUME = 0.65 ACRE FEET ❑ INDIVIDUAL WATER WELL AND OSSF El OTHER *DETENTION APPROVED WITH HCFCD PROJECT #1006366 DATE 01/04/07. El OTHER: ❑ NO UTILITIES ARE PROPOSED III. OUTFALL UTFALL III. DRAINAGE SX OUTFALL TO ❑ ROADSIDE DITCH II. PROOF OF CAPACITY ❑ TO DETED ❑ STORM SEWER EXIST DRAINAGE PIPE tW OTHER (K LETTER FROM DISTRICT AUTHORIZING SERVICE ❑ DETENTIOMA INED BY STATIC W.S.E. ® OUTFALL IS _--_ AND CONNECTION ❑ TO HCFCGE CH UNIT NO. ROADSIDE DITCH OUTFALL: ROAD FRONTAGE X 0.0088 = _(CFS) ALLOWABLE OUTFALL ❑ TCEQ APPROVAL FOR WATER SYSTEM AND ❑ TO HARRCOROA IDE DITCH PROPOSED OUTFALL RATE: PERMIT FOR WASTEWATER SYSTEM. ROAD ®STORM SEWER OUTFALL ❑ TCEQ APPROVAL FOR WATER SYSTEM AND CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: 6.69 (CFS) OSSF FEASIBILITY REPORT ❑STATIC W.S.ELL IS __—_. FROM DRAINAGE AREA MAP DATED: 2-25-91PROPOSED SER IS SUBMERGED PREPARED BY: H CARLOS SMITH ❑ OSSF FEASIBILITY REPORT WHICH CONSIDERS ACTUAL OUTFALL RATE: _ 3.55 (CFS) INDIVIDUAL WELLS IV STORM WAITLL CAPACITY ALLOCATED TO TRACT FROM D. A. P: (CFS) P D DETENTION FACILITIES FROM RAINAGE AREA MAP DATED: VOLUME T VITY FLOWS: _ ____ ACRE FEET III. AMOUNT OF FLOW PR "RED BY: VOLUME THAT IS PUMPED'_.____ ____ ACRE FEET A UAL OUTFALL RATE: _ (CFS) ENTRANCE VELOCITY INTO ROA 16 H ❑ RESIDENTIAL: LOTS OR UNITS OR STORM SEWER: Ig) COMMERCIAL: 2000 AVERAGE DAILY FLOW PUMP SO TIONS AND OPERATING PLAN OTHER: ON SHEET ❑ OTHER: FLOW PRIOR TO DETENTION: FLOW AFTER DETENTION (IF REQUIRED): NOTES: I - N REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS. 6, STORM WATER QUALITY I. CONSTRUCTION PROTECTIVE MEASURES. M CIA1000 CITC DI AM Wr) nCTAII Q nNI cuCCT(cI C301 . C603. & C802 11. APPLICABILITY FOR PERMANENT FEATURES. ❑ EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL. ER EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE. ❑ EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE. ❑ "STORM WATER QUALITY MANAGEMENT PLAN" HAS BEEN/WILL BE INCLUDED IN A SEPARATE SUBMITTAL ENTITLED—__—_______—____�_�_______ ❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON SHEET(S)---------------------------- ❑ VEGET IV NTROLS USED: (FILTER STRIP, GRASSY SWA BAN FORESTRY) DETAILS AND C�DALZ'CA ONS APPEAR ON SHEET ❑ POND STRUCTURE USED (W Y, DS) DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ElHYDRODYNA " E SEPERATOR MODEL: —_ .... —__ __— NOTES' REQUIRED ON 6LL PROJECTS, III IF NOT EXEMPT OR "GRANDFATHERED" WHEEL CHAIR RAMPS PROPOSED YES ® NO ❑ SIDEWALK PROPOSED YES ® NO ❑ NOTE: IF A MAJOR CATEGORY ON THIS SHEET IS NOT REQUIRED FOR THE PROJECT, 11X1t THROUGH THAT ENTIRE SECTION. CATEGORY (6) MUST BE COMPLETED. V. FLOW RESTRICTOR SIZE OUTFALL PIPE SIZE: RESTRICTOR PIPE SIZE: VI. ❑ PROPOSED STORM SEWER IS SUBMERGED. NOTES: 1. REQUIRED FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES ALL AREA WHERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN THE PROPERTYS BOUNDARIES MUST BE DELINEATED AS A "NO WORK` AREA ON THE DRAWINGS. 11. - V. REQUIRED WHEN PROPOSED FACILITY WILL INCREASE THE AMOUNT OF RUNOFF INTO A COUNTY DRAINAGE DITCH, ROADSIDE DITCH OR STORM SEWER. IF ANALYZED AND THE RECEIANG DRAINAGE STRUCTURE HAS CAPACITY IN THE FULLY DEVELOPED CONDITION OF THE AREA IT SERVES, NO DETENTION IS REQUIRED. 7 FLOOD CONTROL DISTRICT CRITERIA I. DETENTION SUMMARY STORMWATER DETENTION BASIN ROUTING TABLE DETENTION BASIN DRAINAGE AREA = 1 •08 ACRES RAINFALL EVENT PROBABILITY PRE_-TIPVEL0PE1PEAK RUNOFF POST -DEVELOPED PEAK RUNOFF CFS DETENTION BASIN PEAK OUTFLOW CFS MAXIMUM WATER SURFACE ELEV P RAGE OLUME AC -FT STORAGE RATE AC -FT PER AC 10% EXCEEDANCE (10-YEAR) 1% EXCEEDANCE (100-YEAR) ADDITIONAL CRITERIA FOR PUMPED DETENTION B : VOLUME OF PUMPED 1% EXCEEDANCE STO LIME = AC -FT _ % OF TOTAL VOLUL MAXIMUM DESIGN OUTFLOW VELOCITY I HCFCD CHANNEL = CFS DRAIN TIME FOR BASIN = HOURS BASED ON - HEAD CO S. STORMWATER DRAINAGE DESIGN REPORT REPORT TILE REPORT DATE DATE OF ACKNOWLEGEMENT ENGINEERING FIR AIN ADMINISTRATOR — STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS: PLAN TITLE CHILI' S # 1414 ENGINEERING FIRM DOUCET & ASSOCIATES, INC. DATE SIGNED BY HCFCD 01 /04/07 11. HCFCD STANDARD NOTES: SEE SHEET C 105 & C802 OF THESE PLANS. 111. HCFCD STANDARD DETAILS: SEE SHEET C802 OF THESE PLANS. IV. REFER TO PLAN SHEETS C802 FOR EXISTING AND PROPOSED RIGHT OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT, FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.) NOTES: I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION. 11. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN. III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFACE, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DEIENnON BASIN. N. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN. NOTES: 1. COMPLETE FOR ALL PROJECTS 11. COMPLETE FOR ALL PROJECTS. III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED $ , FLOOD PLAIN STATUS I. GENERAL INFORMATION FIRM PANEL(S) FOR PROPERTY: 48201 CO94OL/48201 CO940L FIRM PANEL(S) DATE: REVISED PRELIMINARY 6-9-06/11-06 *NOTE: SEE ATTACHED LETTER FROM THE CITY APPROVED USE OF TSARP FLOOD PLAIN ELEVATOR. STATUS OF PROPERTY ON MAP ❑ LOCATED IN UNSHADED ZONE "X" ❑ ENTIRELY LOCATED IN SHADED AND UNSHADED ZONE "X" In LOCATED CONSTRUCTIONPARTIALLY DELINEATE IN ZONE "AE" DRAW NGS (DRA NAGE ONLAYOUT) ❑ LOCATED ENTIRELY IN ZONE "AE" (INDICATE BASE FLOOD LEVEL ON CONSTRUCTION DRAWINGS) ❑ OTHER ❑ SITE REMOVED FROM FLOODPLAIN BY LOMA OR LOMR-F CASE NO. FLOOD HAZARD RECOVERY DATA ❑ FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED (PROVIDED INFORMATION BASED ON 1973 AND 2001 ADJUSTMENTS). ❑ FLOOD HAZARD RECOVERY DATA NOT AVAILABLE. ELEVATION INFORMATION BENCHMARK USED ❑ FEMA RM benchmark ❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT BENCHMARK (FOR COASTAL AREAS) ® OTHER DESCRIPTION IOHMK INNSLASN�OPCALD YEAR OFADJUTMBE( STORM ALLISON MONUMENT NO. 020255 — ELEVATION = 24.11 FEET. ALL ELEVATIONS ARE RELATED TO NAVD 88 2001 ADJUSTMENTS. II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION ❑ PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL AND IN ZONE "X" (SHADED OR UNSHADED) ® PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY) III. FLOODPLAIN STORAGE SUMMARY OODPLAIN AS DELINEATED BY RFlMPLIES ONLY TO PORTION OF DPAONCATED WITHIN EL). A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION 22.0 (2001 ADJ.) 1126 CUBIC YARDS B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM DELINEATED FLOODPLAIN: i.e., BELOW ELEVATION --A—(2001 ADJ.) SI / / CUBIC YARDS FNOTES: i. COMPLETE FOR ALL PROJECTS 11. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN IV. ❑LOMR REQUIRED VERIFIED BY: 5. 1.967 ACRES OF LAND OF UNRESTRICTED RESERVE G", OF BROOKGLEN SECTION ONE (1), A SUBDIVISION 01 RECORD UNDER VOLUME 153 PAGE 99 OF THE MAP RECORDS OF HARRIS COUNTY TEXAS ❑ NEW PLAT LOCATED IN THESE SURVEYS: ❑ REPLAT OF RECORDED SUBDIVISION OR RESERVE KNOWN AS III. JURISDICTIONS ❑ CITY OF HOUSTON ❑ CITY OF ® ETJ, CITY OF La Porte ❑ UTILITY DISTRICT: ❑ OTHER: VI. HCAD ACCOUNT NOS. (ALL) 100-520-000-0042 NOTES 1, III, VI. COMPLETE FOR ALL PROJECTS II. COMPLETE ONLY IF PROJECT LIES ADJACENT TO A PUBLIC OR PRIVATE ROAD HCPID SIGNATURE BLOCK PROJECT KNOWN AS: Somerton Plaza @ 8610 Spencer Highway La Porte, TEXAS 77571 WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW: ENGINEERING DIVISION BY INTERPOSE NO OBJECTION DATE BY AS TO PAVING AND/OR DRAINAGE ONLY DATE BY AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE BY AS TO STORM WATER QUALITY DATE HARRIS COUNTY FLOOD CONTROL DISTRICT INTERPOSE NO OBJECTION BY DATE FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY APPROVED: BY DATE FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY ADDITIONAL COMMENTS: THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VAUD FOR A MAXIMUM OF TWO YEARS. ENGINEER'S CERTIFICATION J. KEITH SCHAUER A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS 1 THRU 25 SIGNATURE DATE - R E V I S I 0 N S 1 ACKNOWLEDGMENT SHEET NUMBER 1 co w lam' Cu d a- E c O r00 _ . Q x °d y C tn Oo s 0 Q Q W LLJ 1� CL — Z V) Z pC Q 0 LLJ W LLJ CCZ~� LLJ W Lu v% W V)o0a. oe CL W 0 U F r ...... . SCH..........i .:...... 81658 it AL NAL Snle As Shown TR Drawn by. c5 Redewed by. JKS Date AUGUST 1. 2006 SHEET 0002 2 25 OF Project Na 955-001 8 7 6 ( 5 I 4 I 3 I 2 GENERAL CONSTRUCTION NOTES 1. All on -site construction shall be in accordance with these plans and with City of La Porte sitework specifications. 2. All construction in city right -of - ways and/or easements shall be in accordance with the City of La Porte standard specifications. All on -site construction shall also be in accordance with local codes and specifications. 3. In the event of discrepancies between local specifications and owner specifications, the more stringent requirement shall govern. 4. When required, contractor shall remove pavement in accorddance with Texas Department of Transportation Standards Specifications. 5. All pavement removed shall be done such that the remaining pavement is left with a clean straight edge. (See Typical Tie-in Detail, Sheet C601). 6. When required, contractor shall remove existing pavement striping by sand blasting from existing pavement in accordance with Texas Department of Transportation, or by the use of traffic line remover such as the EDCO TLR-7 traffic line remover (1-800-638-3326). 7. All work in state right-of-way and easements shall be in accordance with the Texas Department of Transportation Standard Specifications, latest edition, and permitted accordingly. 8. Earthwork for all building foundations and slabs shall be In accordance with civil plans and specifications. 9. Contractor shall refer to architectural plans for actual building dimensions, roof drain, porch, and ramp locations. 10. Contractor shall refer to civil details and specifications for requirements of construction and joint spacing of sidewalks and ramps adjacent to and within 5' of building. 11. Contractor shall refer to MEP plans and specifications for actual location of all utility services into and within 5' of building including sanitary sewer laterals, domestic water and fire protection water, electrical, telephone and gas services. Contractor shall coordinate installation of utilities with local companies to avoid conflicts and to assure that proper depths are achieved. Contractor shall coordinate with local utility companies for exact location and scheduling of connections to their facilities. 12. The contractor shall give the city a minimum of 48 hours notice before beginning each phase of construction. 13. Contractor to coordinate with appropriate utility companies prior to construction, adjustment, or relocation of existing utilities. 14. Contractor is responsible for repairs of damage to any existing improvements during construction, such as, but not limited to, drainage, utilities, pavement, striping, curb, etc. Repairs shall be equal to or better than existing conditions. 15. Topographic information is taken from a topographic survey by Gee Solutions, Ltd. 16. if contractor finds a discrepancy with the topographic information on these plans, he/she shall contact the owners construction representative immediately. 17. Contractor shall protect all benchmarks and property monumentation and shall replace or repair, at his own expense, benchmarks and monumentation disturbed during construction. 18. If contractor relocates or sets new benchmarks, the vertical elevations of the benchmarks shall be set within a tolerance of 0.010 ft. 19. Dimensions are to face -of -curb, centerline of striping, property lines, building face, and back of sidewalk unless otherwise noted. 20. All radii are dimensioned on plans. 21. Barricades shall be placed at all dead-end streets and drives. 22. Contractor shall match existing pavement in grade, and alignment. 23. Contractor shall match existing curb & gutter in grade, size, and alignment. 24. All new parking lot lighting poles and fixtures with lamps and required paint will be provided by the general contractor and installed by the electrical contractor. The electrical contractor shall provide the owner with a one (1) year warranty certificate. All incurred costs for receiving, unwrapping of factory pointed poles, storage, liability and warranty labor shall be included in the installation and contract price. 25. Contractor shall provide bollards for protection, shown or not shown, of all above ground utilities and appurtenances in parking and drive areas. Unless contained within a curbed island. 26. All striping pavement markings, and traffic signage shall be in accordance with the Manual of Uniform Traffic Control Devices, latest edition, unless otherwise noted on the plans. 27. Construction methods and materials not specified in these plans shall be performed in accordance with "The Lo Porte Specifications". EROSION AND SEDIMENTATION CONTROL NOTES 1. Temporary erosion controls shall be installed in accordance with plans and shall be maintained by the Contractor throughout the duration of the project. Silt and sedimentation shall be removed from the controls as necessary. Temporary controls shall remain in place until permanent controls have been established and the owner's construction representative authorizes the contractor to remove the temporary controls. 2. Contractor shall clean all storm drainage structures, flumes, pipes, culverts, etc. prior to final payment. 3. All unpaved areas with slopes steeper than 3 horizontal to 1 vertical shall be stabilized with excelsior matting. The excelsior matting shall be maintained until the permanent erosion controls have been established. 4. Any temporary spoils stockpile must be located outside of any tree driplines. 5. Permanent Erosion Control All disturbed areas shall be restored unless otherwise noted on plans. A minimum of 4"of topsoil shall be placed in all drainage channels, between curb and right-of-way lines, and in all areas to be reseeded or sodded. The Contractor shall hydromulch or sod all exposed cuts and fills upon completion of construction. The seeding or erosion control shall be applied at the specified rate over areas disturbed by construction according to the Specifications outlined in the Landscape plans. Seeding shall be watered until uniform growth is established. 6.The contractor shall be responsible for the control of dust and dirt rising and scattering in the air during construction and shall provide water sprinkling or other suitable methods of control. The contractor shall comply with all governing regulations pertaining to environmental protection. 7. Any dust, dirt, or mud tracked onto local street or driveway shall be promptly removed. CONSTRUCTION SEQUENCE NOl Coordinate all start-up work with the owner. Install temporary erosion and sedimentation controls. Rock berms shall be installed as shown on the Erosion/Sedimentation control plan. Topsoil to be reused, may be stockpiled on -site for replacement if area permits. Surplus must be removed and properly disposed of. Clear, grub and dispose of surface debris including any demolition. SITE PREPARATION 1. Install temporary orar erosion and sedimentation ion controls P approved Plans. removed after an significant rainfall or when (Silt and sediment shall be remo y sinig the depth of silt/sediment is 0'-6" at any rock berm or silt fence.) Install tree protection per approved erosion control plans. 2. Contact the city to schedule a preconstruction conference at least 2 days in advance of starting construction. 3. Begin demolition and site cleaning. 4. For construction areas under the proposed building foot print, see Foundation preparation note referencing ARCH/MEP plans for requirements within the building limits. 5. Install utility improvements. 6. Prepare pavement areas. 7. Construct Building. 8. Complete grading, drainage, and paving. Installation of base material and/or paving should occur as soon as it is feasible to do so. (Particularly around building, for all weather surface.) 9. Hydromulch or sod all disturbed areas and clean up site. 10. Finalize all site improvements. 11. Complete permanent erosion control and site restoration. 12. Upon completion of site improvements, contractor shall schedule final inspection with Environmental Inspector prior to removal of erosion controls. 13. Final cleaning of erosion and sedimentation controls and storm drain structures. This shall occur prior to final payment. 14. Remove temporary erosion and sedimentation controls. Restore any areas disturbed during removal of erosion and sedimentation controls. 15. Dispose of all construction debris and trash. Hydromulch any disturbed areas following site cleanup. U11LITY CONSTRUC110N NOTES 1. Contractor shall coordinate inspection of utility lines with appropriate authorities prior to backfilling trenches. 2. Wastewater line shall be PVC. ASTM D-3034 SDR26 unless otherwise noted. 3. Water line shall be PVC AWWA C900 DR18. CLASS 150, unless otherwise noted. 4. Contractor shall comply with the latest OSHA standards or directives or any other agency having jurisdiction for excavation and trenching procedures. The contractor shall be responsible for the design and maintenance of all support systems, sloping, benching, and other means of protection. 5. The top elevation of manholes in paved areas shall match finished grade. 6. Contractor shall notify inspectors at least 48 hours prior to commencing utility construction in Public R.O.W.'s or easements. 7. Thrust blocking and pipe restraints shall be used at all water line tees, bends, dead ends, etc. 8. Contractor shall contact the La Porte Water Department at (281) 471-9650 for specifications and make of valves, valve boxes, fire hydrants, and all other water line appurtenances. INFILTRATION/EXFILTRATiON TESTS. The total infiltration or exfiltration, as determined by water test, shall not exceed 200 gallons per inch diameter per mile of pipe per 24 hr. at a minimum test head of two feet. If the quantity of infiltration or exfiltration exceeds the maximum quantity specified, remedial action shall be undertaken in order to reduce the infiltration or exfiltration to an amount within the limits specified. LOW-PRESSURE AIR TESTS. This test shall conform to the procedure described in ASTM C-828. ASTM C-924 or other appropriate procedures. For safety reasons, air testing of sections of pipe shall be limited to lines less than 36-inch average inside diameter. Lines 36 inch average inside diameter and larger may be air tested at each joint. The time allowable for the pressure to drop from 3.5 pounds per square inch gauge to 2.5 pounds per square inch gauge during a joint test, regardless of pipe size, shall be at least 20 seconds. For sections of pipe less than 36-inch average inside diameter, the time allowable for the pressure to drop from 3.5 pounds per square inch gauge to 2.5 pounds per square inch gauge shall be computed by the following equation: T = 0.0850 (D) (K) / (0) where T = time for pressure to drop 1.0 pound per square inch gauge in seconds K = 0.00049DL, but not less than 1.0 D = average inside diameter in inches L = length of line of same pipe size in feet Q = rate of loss, assume 0.0015 ft3/min/sq ft Internal surface LEAKAGE TESTING. All pressure pipe installations shall be tested for leakage. Copies of all test results shall be made available to the commission upon request. Leakage shall be defined as the quantity of water that must be supplied into the pipe, or any valved section thereof, to maintain pressure within 5 pounds per square inch of the specified test pressure after the air in the pipeline has been expelled. The test pressure shall be a minimum force main design pressure after the air in the pipeline has been expelled. The test pressure shall be either a minimum of 25 pounds per square inch gauge or 1.5 times the maximum force main design pressure, whichever is larger. The maximum allowable leakage shall be calculated by using the formula below. If the quantity of leakage exceeds maximum amount calculated, remedial action shall be taken to reduce the leakage to an amount within the allowable limit. L = (S) (D) (PO.5) / 133,200 where L = leakage in gal/hr S = length of pipe in ft D = inside diameter of pipe in inches P = pressure in pounds per square inch FORCE MAIN TESTS. Minimum test pressure shall be 1.5 times the maximum design pressure, or 25 pounds per square inch, which ever is larger. Water line/new sewer line separation. When new sanitary sewers are installed, they shall be installed no closer to waterlines than nine feet in all directions. Sewers that parallel waterlines must be installed in separated trenches. Where the nine foot separation distance cannot be achieved, the following guidelines will apply. a. Where a sanitary sewer parallels a waterline the sewer shall be constructed of cast iron, ductile iron or PVC meeting ASTM specifications with a pressure rating for both the pipe and joints of 150 psi. The vertical separation shall be a minimum of two feet between outside diameters and the horizontal separation shall be a minimum of four feet between outside diameters. The sewer shall be located below the waterline. b. Where a sanitary sewer crosses a waterline and the sewer shall be constructed of cast iron, ductile iron or PVC with a minimum pressure rating of 150 psi, an absolute minimum distance of 6 inches between outside diameters shall be maintained. In addition the sewer shall be located below the waterline where possible and one length of the sewer pipe must be centered 9 feet on each side of crossing. UTILITY CONSTRUC110N NOTES (cont.) c. Where a sewer crosses under a waterline and the sewer is constructed of ABS truss pipe, similar semi -rigid plastic composite i concrete pipe with asketed joints a minimum two pipe, clay pipe or c n p p g foot separation distance shall be maintained. The initial backfill shall be cement stabilized sand (two or more bags of cement per cubic yard of sand) for all sections of sewer within nine feet of the waterline. This initial backfill shall be from one quarter diameter below the centerline of the pipe to one pipe diameter (but not less than 12 inches) above the top of the pipe. d. Where a sewer crosses over a waterline all portions of the sewer within nine feet of the waterline shall be constructed of cast iron, ratio of at least 150 psi ductile iron or PVC pipe with a pressure PP P 9 P i using appropriate adapters. In lieu of this procedure the new conveyance may be encased in a joint of 150 psi pressure class pipe at least 18 feet long and two nominal sizes larger than the new conveyance. The space around the carrier pipe shall be supported at 5 feet intervals with spacers or be filled to the springline with washed sand. The encasement pipe should be centered on the crossing and both ends sealed with cement grout or manufactured seal. 11. Water line/manhole separation. Unless sanitary sewer manholes and the connecting sewer can be made watertight and tested for no leakage, they must be installed so as to provide a minimum of nine feet of horizontal clearance from an existing or proposed waterline. Where the nine foot separation distance cannot be achieved, a carrier pipe as described in 10 (d) may be used where appropriate. 12. Contractor shall contact the City Administrator at (281) 470-5067 twenty four hours prior to start of construction. Inspection shall be done by a City Inspector. 13. Contractor shall maintain a minimum of 4'-0" cover on all waterlines. 14. Lines underground shall be installed, inspected and approved before backfiliing. 15. All concrete for encasements shall have a minimum 28 day compression strength at 3000 psi. 16. Drawings do not purport to show all existing utilities. 17. Existing utilities shall be verified in field prior to installation of any new lines. 18. The contractor is specifically cautioned that the location and/or elevation of existing utilities as shown on these plans is based on records of the various utility companies, and where possible, measurements taken in the field. The information is not to be relied on as being exact or complete. The contractor must call the appropriate utility companies at least 2 working days before any excavation to request exact field location of utilities. It shall be the responsibility of the contractor to relocate all existing utilities which conflict with proposed improvements shown on these plans. 19. All necessary inspections and/or certifications required by codes and/or utility service companies shall be performed prior to announced building possession and the final connection of service. 20. Contractor shall coordinate with all utility companies for installation requirements and specifications. The contractor should contact utility companies prior to bidding to include necessary costs for extentions and to allow enough time and coordination for utility connections. 21. Refer to building plans for site lighting electrical plan. 22. All fill materials are to be in placed and compacted before installation of proposed utilites. HARRIS COUNTY PERMIT NOTES 1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE "REGULATIONS OF HARRIS COUNTY TEXAS FLOOD PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. 2. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONTRUCTiON OF UTILITIES AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD RIGHT-OF-WAY. 3. NOTE: "AUTHORIZATION NOTICE ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE ENGINEERING DEPARTMENT PERMIT OFFICE REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES OR LEFT TURN LANES WITHIN HARRIS COUNTY RIGHT-OF-WAY". CONTACT HARRIS COUNTY PERMIT OFFICE 713-956-3000 1. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD), PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM AND A COPY OF THE APPROVED CONSTRUCTION DRAWINGS TO:HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT DEPT. 2. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD), PROPERTY MANAGEMENT DEPARTMENT, REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED. 3. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. 4. BACKSLOPE SWALE AND INTERCEPTOR ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 5. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE STRUCTURAL EROSION MEASURES ARE USED. MINIMUM ACCEPTANCE CRITERIA ARE 75% COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION OR RILLS DEEPER THAN 4". 6. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATION, SECTION 02315-EXCAVATING AND BACKFILLING, OR EQUIVALENT. 7. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO ENSURE NO WATER IN STORM SEWER DURING "DRY" CONDITIONS. 8. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION. 9. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT OR DRAINAGE RIGHT-OF-WAY. NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FiLL PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY. 10. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS WITH ASSISTANCE FROM ENGINEER, IF NECESSARY. C O vi N N N tY1 pin d Q X = C U i+ Om N O O 7 O 'D � n Q rn oLO a W O O W X J W ~ cG Z cG W W LLJ W LU 0 V) Oo0 M� W W O U .......................... •:,p 81658 �o'��i t�of , FG/ sTER ),.�= Scde As Shown DesVed N. TR @sw by. cS Rm*%xd e,: ,Ms oats AUGUST t, 2006 SHEEP C003 3 25 OF Project No: - 955-001 8 1 7 6 1 5 4 3 2 1 O V N p A J J 6 r . . VICiM MAP N.T.S. 9.9110.4' )i- * 0) ki +9, 70.4' 2 ZS 4 0 VJ Lu 3 � � 101 1 E Jl,.IIA el*il-ei I e0TIale WATER Ate SANITARY, CITY OF LA PORTE - (281) 471-9650 CONTACT: CURTIS HERROD ELECTRIC.• RELIANT ENERGY, INC. - (936) 336-3684 TELEPHOI AT&T TELEPHONE - (866) 839-5838 GM CENTERPOINT ENERGY - (713) 207-4622 71TL.E COMMITMENT ENT Restrictive Covenants Vol. 153, Pg. 99 - H.C.M.R. - SUBJECT TO. Vol. 7598, Pg. 23 - D.R.H.C.T. - SUBJECT TO. Schedule "B" 10.a. 16 Waterline and gas easement over the north property line of the subject property of record under Vol. 153. Pg. 99 - H.C.M.R. - Subject to, as shown. IOb. 10' United Gas Pipeline Corporation easement along the north property line of record under Vol. 7141, Pg. 290 - D.R.H.C.T. - Subject to, as shown. 10c. 8' Public Utility easement along the south property line and an unobstructed aerial easement 8' wide from o lane 20' above ground upward of record under Vol. 153, Pg. 99 - H.C.M.R. - Subject to, as shown. 10d. 15' Drainage easement along either side of the centerline of all natural drainage course of record under Vol. 153. Pg. 99 - H.C.M.R. - Subject to. 10e. 1/16th non -participating royalty interest in and to all all, gas and other minerals, on, in, under, that mayy be produced from the subject property of record under Vol. 5520, Pg. 514 - D.R.H.C.T. - Subject to. 1Of. 10' Building setback line along the north and east property line of the subject tract of record under Vol. 153, Pg. 99 - H.C.M.R. - Subject to, as shown. SOLID AND DASHED YELLOW PAINTSTRIPE DASHED WHITE PAINTSTRIPE SPEN HIGHWAY 100' R.O.W.) DASHED WHITE P TRIPE VOL. 660, PG, 572 D.R.H.C.T. CONCRETE PAVE�ENT X71-4 = LINE I BEARING LENGTH N29'1210 E 30.55 88T 312'W 6.03 LEGEND La Porte Shopft Center 5/8-INCH IRON ROD FOUND (UNLESS NOTED) Being 1.967 acres of land situated in the William M. Jones -¢ FIRE HYDRANT Survey, Abstract 482,Harris County, Texas, being a portion of Unrestricted Reserve "Go of Brookglen Section 1, a subdivision r*J POWER POLE - of record under Volume 153, Page 99 of the Mop Records of SIGN Hams County, Texas (M.R.H.C.T.); sold 1.967 acres being more particularly described by metes and bounds as follows: + ELEVATION TIC MARK -E- OVERHEAD ELECTRIC BEGINNING at a found 5/8-inch Iron rod with "GS" cap In the ® ELECTRIC BOX existing southerly right of way line of Spencer Highway (100' GUY WIRE R.O.W.)(recorded under Volume 660, Page 572 of the Hams County Deed Records (H.C.D.R.)), being the northwesterly ® LIGHT STANDARD comer of that certain called 3.3113 acre tract conveyed to Spencer Highway Venture, L.P. by deed and recorded under ❑ TELEPHONE PEDESTAL Hams County Cl9 (H.C.C.FP Film Code ® 7R� o thFile RecordsW16308 No. 558-01-1099 of the Official Public Records of Real Public 0 WATER VALVE Property Harris County, Texas (O.P.R.R.P.H.C.T.); THENCE, South 03T04'22" East, 218.03 feet along the westerly GAS BOX 0 15 30 60- SCALE': 1" ®30' line of said 3.3113 acre tract to a found 5/8-inch iron rod IRRAGA11ON VALVE - with "GS" cap In the northerly line of Block 3 of sold ® Brookglen, Section One subdivision, being the southerly line of WATER METER - said Unrestricted Reserve "G", some being the southwesterly - essmil STORM SEWER MANHOLE comer of said 3.3113 acre tract, from which a found 1/2-Inch iron rod with cap bears North 8723'12" East, 6.03 �sarnrH SANITARY MANHOLE feet; OTEI-MH TELEPHONE MANHOLE THENCE, South 872312"' West, 416.66 feet along the TRAFFIC SIGNAL POLE southerly line of sold Unrestricted Reserve "Go, being the o TRAFFIC VAULT northerly line of said Block 3 passing at 350.01 feet a found P.O.B. POINT OF BEGINNING 5/8-inch iron rod for reference and continuing to a point in H.C.M.R. HARRIS COUNTY MAP RECORDS - - _. the center8ne of Willow Spring Gully, being in the easterly line of Lot 3, Block 1 of said Brookglen, Section One; D.R.H.C.T. DEED RECORDS HARRIS COUNTY, TEXAS SOLID AND DASHED YELLOW PAINTSTRIPE karROR.P.MC.T OFFICIAL PUBLIC RECORDS OF REAL THENCE, North 29'12'10" East, 30.55 feet along the centerine PROPERTY HARRIS COUNTY, TEXAS DASHED WHITE PAINTSTRIPE '-"'-' of Willow Spring Gully, being the easterly line of said 'Lot .39 and the easterly line of Lot 40 of said Brookglen, Section SURVEYOR CERTIFICATION One, same being the westerly line of said Unrestricted Reserve G" to a point; 1, Mary Chruszczak, do hereby certify to Brinker Texas, LP., its successors and assigns, Brinker International, Inc. and LandAmerica National Commercial DASHED WHITE PAINTSTRIP --- THENCE, North 02'39'29" East, 188.23 feet cntinutng along Services that this survey was made on the -ground under my personal westerly the centerline of Willow Spring Gully, being the westerly line of ring supervision for use with GF No. 3127000987 and that this map or plat is a true, correct and accurate representation of the facts as found at the said Unrestricted Reserve same being the line of 9 Y time of the survey, and more specifically, I hereby certify that the survey INLET said Lot 40 and the westerly line of Reserve "F' of said conforms to the conditions and stipulations as set forth below. Brookglen, Section One to a point in the existing southerly BM a.�ar line of Spencer Highway, being the northwesterly comer of 'Go, 1. The boundary lines and dimensions of the land indicated hereon and said Reserve some being the northeasterly comer of said each individual parcel thereof indicated hereon is correct and the title lines Reserve 'F"; and the lines of actual possession are the same except as noted. FNDi 5 8 e--.--,-a- -• CATS THENCE, North 86'5538" East, 384.33 feet along the existing 2. Iron rods are set at each property comer, unless otherwise indicated RE - -� GAS -- southerly line of Spencer Highway, being the northerly line of hereon. AS said Restricted Reserve "Go, passing at 324.03 feet a set 71?RUB SHRUB ffiSHRUB GAS GAS GAS 5/8-inch Iron rod with "GS" cap for reference and continuing 3. The distance from the nearest intersecting street, road and other point TREE 6" 1RE7: 6 �� � � GAS GAS GAS - ___. __._ _ to the POINT OF BEGINNING and containing 1.967 acres of reference is shown hereon. TREE (85,667 square feet) of land. TOP GHT AH " L_ j14" EE - GApi ��S - GAS --GAS-- 4. This survey correctly shows the location and dimension other all matters •-7R G -GA AS Bearings are based on the subdivision plat of Brookglen streets, roads, rightshe sway, easements, setback and other matters of 20' BUILDING Section 1 of record under Volume 153. Page 99 of the Map record which affect the subject property (each has been identified by _ 10' BUILDING LINE 20' BUILDING LINE I '(PER CITY OF LA Records of Harris County, Texas. instrument volume and page number). - - -L UNITED GAS CORPORA710AI - VOL 153, PG. 99 C.M.R..(PER CITY OF LA PORTE) EASEMENT 5. There are no visible easements, rights -of -way, party walls, conflicts, or 10' WATER AND GAS UNE VOL. 7141, PG 290 - - I I uses which affect the subject property except as shown hereon. EASEMENT D.R.H.C.T. t , ' I VOL 153, PG. 99 +20.3' - 6. The size, height, location and type of ail.buildings, structures, fences or H.M.R. 5" TREE I other Improvements, rivers, creeks or other water courses affecting the +24. L � +207' subject property, are as shown, and all those located on the subject +20,9' + 20.8' property are within the boundary lines and applicable setback lines of the 2 + 20.4' n Q 2 ' subject property. 42EE P 7. Except for the City of LaPorte, the undersigned is not aware of any violations or zoning ordinances, restrictions or other rules and regulations NES J v I with reference to the. location of said buildings or improvements on the subject property. 20' DRAINAGE 3( : 8. Potable and waste water, electric, gas storm sewer and telephone EASEMENT - M . ,. n =I .. r _ ^ .. e on and appear L• 153, PG. 99 - 2 2' - .,, <: ...�-I. „ . _ - - ---_._. -- e : � ., ... .:.. utilities are located or near the subject property a to b I� -- / ^` - ' "" _ = operational H.C.M.R. DIRT `�,'\���P _ / _ .. -. .- - PIS �Iv GRASS--- I I 9. Except as -shown, -there are no visible -protrusions onto adjacent property, TREE streets or alleys by any building, structure or other improvements situated I 0 on the subject property and there are no visible encroachments ontq the 10' U71UTY - - I I subject property by any building, structure or other improvements situated EASEMENT + 21 0' on adjacent property. VO 153, PG. 99 - I .M.R. MT'iM O +21.0' I N +20,9' - 10. Any discharge into streams, rivers or other conveyance system is shown RESEME 'a + 20.9' I on the survey. '1 + I 11. According to the Federal Emergency Management Agency Flood g" E17' I 5' � - 3 I Insurance Rate Map No. 48201CO940 L revised preliminary date June 9, 2006 the subject property Ices within Zone X (shaded), (areas of 0.2% i SEf+TiON ONE N annual chance flood; areas of 1% annual chance flood with average depths I ,VOL 15 and 99 N ' of less than 1 foot or or with drainage areas less than 1 square mile; d �. areas protected by levees from 1% annual chance flood) and Zone AE, *S? 3 I H.CMR I (base flood elevations determined.) I I p + 0 I 12. The subject property has direct access to Spencer Highway and O Somerton Drive, public roads maintained by the Texas Department of 1.967 A S _ I Z I Transportation and the City of LaPorte. 9" IT EF (85a667 SO. .� (� 13. This survey was made In accordance with the most current "Minimum NO IMPROVEMENTS O ITE + Standard Detail Requirements for Land Title Surveys" jointly established and 21.1' adopted by American Land Title Association and American Congress on GRASS) +21.0' I I +21,1' NOTES: Surveying and Mapping and Including Items 1,2,3,4,6,7(b)(1), I I - + 20.9' + 21.3' - 8,9,10,11,13,14,15 and 16 of Table A. +20 +20.6' 10' BUILDING LINE--" 1 Bearings are based on the subdivision plat of Brookglen 14. The subject property has no striped parking spaces of which none are ' _ ( CITY OF LA POR7E) I I Section One of record under Volume 153, Page 99- of the designated jet property handicapped ono i aces in accordance with applicable I Harris County Map Records. desigas pP parking P pP 1 • TR 2. The Surveyor did not Abstract the subject tract. low.1. 967 r"4G7, 3. Square footage totals shown hereon are based on 15. The subject property contains 1-.M acres (70;813"square feet) of land. " I+184' - I I mathematical closures and do not necessarily represent the 16. The subject property does no serve as any adjoining property for t. positional accuracy of the boundary monumentation. drainage, Ingress and y purpose. 5 7R g, g egress, or an other u ease. I nletREAD+1 - hereon are 4. The itthose uvisible atsthelltime of suity poles,lrveys, etc.) shown - *Field surveyed on July 31, 2006 " TREE 18' U7ILITY EASEMENT & ' 5. This survey does not provide a determination or opinion - Date: 2006 II 8' AERIAL EASEMENT I concerning the location or existence of wetlands, faultlines, M1 6" TREE 20' BUILDING LINE VOL 153. PG 99 5" EE 9`• TREE 12` TREE ' 9' EE TREE (PER -CITY OF LA PORTE) H.C.M.R. +21 2•- subsurfacetoxic or eandeus waste areas, environmental conditionsnor,overhead, Mary Jh "! geoi geological Issues. RPLS #4968 7.8' f:. 0 + 21.4 `fir No statement is made concerning the suitability of the •9. +1 2--±21.0_ -- +27_3= �--= ---- ,- _ �c'-"E"_ --- _..._, _ subject tract for any intended purpose or development +27'1 6. The subject tract is zoned as General Commercial (GC) -r. +21_._0 �p Mpg'- - per the City of Lo Porte. -.� -_ -- p E E E ES w R E 21.4 --- _' RU8 SH6 SHRUB 7" TR f4 TREE SHRUB RU ._. -.- --- '-"' E E E E E E �i--;- : W 2 r'-°°°P-AN NOTE 1/2"IR W/CAP According to the Federai, Emergency Management Agency Flood ALTA LAND TITLE AND ' ' I5 Rate Map No. 48201CO940 L revised preliminary date June TOPOGRAPHIC SURVEY 3EE 4 TREE - ___.�--� // i SHRU ' B TREEnsurance * 416.66 S87*23*12" -- 91 2006 the subject property Iles within Zone X (shaded), areas of 0.2% annual chance flood; areas of 1% annual chance flood with OF 1.967 ACRES OF LAND _ _- - _ -- -" average depths of less than 1 foot or or with drainage areas less than 1 square mile; and; areas protected by levees from 1% annual BEING A PORTION OF UNRESTRICTED - - _- - - - chance flood and Zone AE, boas flood elevations determined. - - - - - - - - RESERVE "Gr OF BROOKGLEN SEC77ON ONE, .. . _ LOT 6 LOT 5 BM: is based on Tropical Storm Allison Monument No. 020255 - HARRIS COUNTY / EW LOT 8 LOT 9 COPYRIGHT NOTICE: Copyright © GeoSolutions, Ltd. All Rights Reserved. No part of this drawing may be reproduced by photocopying, recording or by any other means, or stared, processed or transmitted in or by any computer or other systems without the prior express written consent of the surveyor. Copies of this plat must bear the surveyors original seal and the signature must be in blue ink or the drawing is an unauthorized reproduction, which may have been altered or changed without the surveyors knowledge or consent elevation = 24.11 feet qll elevations are related to NAVD 88, 2001 - g LOT 7 Adjustment. TBM "A": Square cut on,.inlet along the southerly line of So -lotions Ltd. Spencer Highway, near the northwesterly comer of the subject / tract. (shown on survey) Elevation = 20.48' 1440 Lake Front Circle, Suite #110 TBM "B": Square cut on. Inlet along the westerly line of The Woodlands, Texas 77380 Somerton Drive, near the southeasterly comer of the -subject Phone:281-681-9766 Fax:281-681-9779 tract. (not shown on survey) Elevation 21.20' Drawing By. SMC Date: 01/29/07 Scale: = � ' Checked By, MEC F.B.: N/A 1 "=30 Project No. Drawing Name Atlas KM. No. 07/098/024 06098178T02.DWG 538-Z co Let E 4� Inteakl� • V to Ivi ut i O rCO in in Q ^ x u old I•- i � = C ro :5 I O O 0 n Q E l i l Q N = V Ln T Z 04 Q w OvU� ine W W LJJ V) {.ice �� O 0. W .45 Smie As Shown DmlDred by.. TR Drain by. CS Rolowed by: JKS Date AUGUST 1, 2006 SHEET coil 4 OF 25 Project Na: 955-001 8 7 6 5 4 3 2 1 . STATE OF TEXAS . . ------- 112,s4 LINE TABLE 21707f]3 COUNTY OF HARRIS' . . We, MC Chiliporte, 112,, a Texas Limited- Partnership, acting herein by through its General: Partner, . " 1, Stephen Chruszczok, registered .under the" laws of the State of: Tezas'to practice . MC Chiliport GP, LLC, o'Texas, Lknited liability company, acting by, and through. it's Manager, � 'owners the professtomof land surveying, do hereby. certify .that this plat (site pion) accurately . Robert L' Myers,. hereinafter referred to .as of the 3.593 acre .tract described. In -the represents the results of a survey performed under my supervision and, that all boundary - above and foregoing map of REPLAT OF'UNRESRTICTED RESERVE "G", BROOKGLEN SECTION ONE, '. - , comers, single points, and. 'points of curve have been, or will be, marked.with five -eights ' .do hereby make and establish.sold subdivision and development plan of sold property according Inch iron rods not less than thirty (30) inches in length ond.that this plat (site plan) - to ail lines, -dedications, restrictions and notations on sold mops or plot and hereby- dedicate to complies with the 'requirements as specified in the City of Lo Porte Development � • , .' the use of the public forever, all•streets (except those streets designated as private streets, or . . Ordinance. ' permanent occess.easements); alleys, parks, water courses, drains, easements and public places . , shown thereon for the purposes and considerations therein expressed; and do hereby bind ourselves, our heirs, successors and assigns to warrant and forever defend the title' on the fond .� " ' .' . so dedicated. � - `' FURTHER, Ownerhos dedicated and b these resents do dedicate to the use of the public Y D f iJ h fr P Stephen M zezo_-_-- j` . Texas Registration Number 5937 .�`"ED' 5/8-INCH IRON ROD WITH hi 25 O "GS" CAP SET . Q1 May 22 P� III 5/8-INCH IRON ROD FOUND Zd (UNLESS NOTED) L. • a>� •�- / FIRE HYDRANT .. ' coUHiI C,;Fi:ri-r` 1"� -POWER POLE § rota` BARRI5. ® ELECTRIC BOX rn -.. GUY WIRE v.�i a e ortal • n .for public utlRy urposes forever unobstructed aerial easements tive.(5) feet o felt om o _. -. __-_ - _ ® LIGHT STANDARD CePm°Sitrny a plane twenty (20�:feet above the ground level upward, located adjacent to all common use - _ � � 1 ❑ TELEPHONE PEDESTAL ethany public utility easements shown hereon. - _ , Cemetery . _ .. _ .CURVE TABLE WATER VALVE 1 I s of 1 d designated as foie on this fat " R wners do hereb .des are that a I parcels FURTHER, 0 as P . Y P 9a ' are originally Intended for. the construction of r �)vnf•,IH:L thereon and shall be . : restricted for the same under the terms and, conditions of such restrictions filed separately. " . . . ' FURTHER, Owners do hereby dedicate to the.pubtic o strip of land fifteen (15). feet.wide'on " " • . each side. of the high bank of any and all boyous, creeks, guiltes,. ravines, draws, sloughs, or • , - . other natural drainage "courses located' and depicted upon in said .plot, -as easements for . - . . drainage purposes, giving' .the City of Lo'Porte, Harris County or any other governmental agency, (: the right to enter upon sold easement of any and all times for the purposes of construction _ x Lmll�T<��A� �lF�i:7�3� 1[©1/�4 I 111�� ®�i■�•l� � • • r ■_ . o o »�1• .• r 1 • •• ® nr • �• m • • �� m • • . . �E � t7�iEdi • • �� ® 1f�� CURVE DELTA - LENGTH RADIUS k HORD BEARING . ORD DISTANCE _ia" 08-4008- 25.OD C7 l740 O8 4 25.00 � ' - 4 62 43'34 41 . 0 175.00 9 • C2 34 41 133 0 175.00 S 29 9 '. C ' 2 '5433 .39 40.00 . •0 " 5' 3'54 33 39' 40.00 - ..... ' . J16.02 5. '. 350.00 W 0 .OS C4 " 1716 02 . 105.48' - smon OS' r : •11 n�l , r,METER - 11 •• llLttlrL..1 • • �y • . 1 1 11 11 OrElm •w/ TELEPHONE MANHOLE _ ' :1 and maintenance of drainage facilities and structures.. _ AND �'IOILOMG•(!NE•' _ .. G TRAFFIC VAULT FN . FURTHER, Owner does hereby covenant and.agree that all of the property within the I - - - - - P.O.B. POINT OF BEGINNING VJcMMAP " . boundaries.of this. plat and adjacent to any drainage easement, ditch; gully, creek.or natural . � . . I �SSMH - . . _ - . I ' . N.T.S,'. drainage way cis hereby restricted to keep such droin'oge ways and easements door of fences, , • I - � - I . � I �SSUH1. bundings, planting and, other obstructions to the operations and maintenance of the drainage - . -property be to drain directly Into. this � • � I I - SPENcER HIGHWAY " . facility and that such abutting shell not permitted - . ' . . R.O.W.) NOTES: easement except by means of an approved drainage structure. , . .. .. (100' • FURTHER, the Owners certify that this replat does not attempt to alter, amend or remove' - I VOL 6B0 P(* 572 � D.RRaT- - CONCRETE PAVlEMMEt•!T " . I I " I - 1.) BEARINGS ARE RELATED TO THE SUBDIVISION PLAT OF. BROOKGLEN SECTION ONE RECORDED UNDER VOLUME 153, PAGE 99 OF THE HARRIS COUNTY MAP RECORDS. ony covenants or restrictions.. . .. _ P.O �. .,. _ BEARINGS IN PARENTHESIS ARE RELATED TO TEXAS STATE PLANE COORDINATES, SOUTH In TESTIMONY WHEREOF, the MC ChHiporte, LP., a Texas limited partnership, acting herein by . - I ', I � - _ -PROPOSED - CENTRAL .ZONE, NAD 83 BY HOLDING TSARP MONUMENTS 020250, 020255, 020260 AND 020275. - and through its General Partner, MC Chiliport GP, LLC:;'tics caused these presents to be signed by It's Manager, Robert L Myers. - BFSmi'E 0-1" nf7{{qa� __ "1/2"M w 2.) BASED ON THE FEDERAL . 3 EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE ' .. CAP "E g.1A"d!a" r2 MAP NO. 48201CP940 L REVISED PRELIMINARY DATE DUNE 9, 2006, SOME THE LAND WITHIN .. N86 3 46.83•% a3s.1z I -� 'A I THIS SUBDIVISION MAY LIE IN A FLOOD HAZARD AREA. SUCH. LANDS ARE SUBJECT TO AN MC (#nilfporte, LP., .d Texas Limited Partnership .. . ' ' . ' UNASI.E.. � 7R •iEll.M _ (Iv66�3,• 32+.03. ,,E G I _- __._ _ _ _ _ -- T __ '-- --L--- '- �10' eI=p 99 - - S � ) INCREASED CHANCE OF FLOODING AND THE CITY OF LA PORTE PLACES STRICTER REQUIREMENTS ON DEVELOPMENT THEREIN THROUGH LA POR7E FLOOD HAZARD PREVENTION ORDINANCE. By. MC Chiliport GP, LLC., a Texas limited liability company, Its General Partner r/ i/n''✓-- _. a L _ . _ .- _ -.- �'- AT f0' WATER GAS _ -- . rRaTFd EAs CORPORATION voL 13s, PG ss ` £ASENENT H.GM.R: _I VOL n.1 PG z90 NBB'6636E '2866Y'-, 4 0 BUILWNOO t7NE D.R.iLCi 3.) DRAINAGE EASEMENTS WITHIN THE SUBDIVISION BOUNDARIES WITH ANY CROSSINGS OF THE SAID EASEMENTS SHALL BE OWNED AND MAINTAINED BY THE OWNER/DEVELOPER. 8y. - j _ ... - - - rr P Robert L Myers, ManogerT - _ I ! ., %�� .�,2 d ofa oirrry (.' /-�_ . dry OF LA PORTE 9 � S88•B, 39"W so .87 . . ) E 'P' 120' In"HONE rierE/ISEAfEN7 � ~ �. • VOLEI 99 � Ha.P� . U427 T2': 4' �, O I ' &Sri I I 3 . 2 . J' III) so'. RC.Y.R. - ifROSS-HAiCHIV) `p`' J P b I I NQ p.�i• 4`i . j a ��� >- to- 4Ut. iTY SEBEM' . .. I ' ' BLOCK ocl(1 '�N IJTw� t' ' ' ' ' ( j® ^j tA� •Q ^3 ci +4S? . . STATE OF TEXAS ..CD tFO it H.C. R . t�1AIMM JOB F iVE 10rr . . ' ' • I I . 41 � �j _ .. COUNTY OF HARRIS - - 2. •. V 9 - . ': Q-P, M. . N . " L82B,AGWES- t ` . - 3' BEFORE' ME, the undersigned authority, on finis do personally eared Robert L Myers, to 3 I :::.98i. AGnES ... w"'\•` PM I I (70181b SQL <FT� fVOL Ge✓i Nct \'� -. 9a Y Y P Y appeared Yer a -ter o " 887 S:� FT P xaLLlt Manager, of MC Chiliport GP, LLC., a Texas limited liability company acting in its capacity as ' . p)e RESERVE '�� �' ' rl RESERyE,Y;-Y General Pamter of MC Chffiporte, LP., a Texas Limited Portnerhip; known to me to be the-3 cis° � � .i - ' o . `� � � � �„„ pparson whose name is subscribed to the foregoing instrument and acknowledgment to me that . ' - . . , .O `Q , , a .. - 2 CONFOM dMMAYY orb f W he executed the dame'for the purposes and considerations therein expressed .. I pj1, J - to'tnnwwcUNE . ' p ," ' A- d �0 � I .@ �� 9 I . _ (Pm dTY.OF to PORTE� � � . , \ � W ' GIVEN UNDER MY HAND AND. SEAL OF OFFICE, this ���• day of_'AA 2007 - . 1 W�;tp �) Its �y h* I . LOT 40 - � I " I ' . 20. 61B. 7NG LINE B UnUTY EASEALENr &�.I. - I I ` . - ' . A" %j^ (l Vt ,�,/�fl/�•\ (PEN drr of La PATE). s aE/aAL EASEFtmr Rol &NEOMG UW VOL 153 PG. 99 .(PER CITY OF to PORTE7 Notary Pubit and f (the tS1tate of Texas - . . . . ' . �e j j H dN.R. ' . -- �Q r al • V V 1 OWE i . I 1O -- -- - = 1 -_ - 1� ) �, 20' DUBDMG LINE .I A printed n e . "'_amugm5m] IpTANYPIIUC 'w' _ _ _ _ _ -- - -ar - - � 1.- (Pm do of u POR. j My Commission expires: J ��7 fo2Q (7 STAE lE7Uiin , / Vv _ __ _ . _ . ..... .. - -- N �' 69' s 2t 4 .. '. UNA is BB B ---5 _GEARS' -i B7"9T22.597. _� _ W/'GS'G'AP .. {MEf W lfy� --:... - N6z7P.`ae'--. `+ . LOT9B r4o. f• �7 This.is to certify, that Solutions, owner or,outhorited agent of the owner' ... ' : �. ,,.,r:,, ;, ,,b;,x.:.....: g - . •. .. . tv LOT Y - >/ - ... - ' . of the land being plotted or subdivided known as. REPLAT OF. UNRESTRICTED , " .. . - . •_ L" I ' :. . . .. - ,. - - . .. _ . - � 4�� 4)r....'� K . LOT 8 5 . � . •.:.. . . 8 �d� LIST 7 RESERVE "G" BROgtgFFt'SECTION ONE;approvedby'the La Porte cnty.Planning and- EHtwwt'ID O • . - - LOT4 BLOdC. Tom. Zoning Commission, authorized ' County Clerk of Harris ' . 31N LOGIAm COLEM .. - . . BROOK�i.t%i � . LOT2 " County or his outhorized deputy to return the original recorded map or plot of sold - . . SEGIM ONE LOT i / �hn *MA'H • subdivision only to the Director of the City of Lo Porte's Planning. Department or � I - VOL. In PC190 �� c-2" _ _ his 'authorized Representative, who shall file such original. recorded map or plot In . _ ; .. .. tMAE m the permanent records of. the Deportinent .. .. . �° ;. rzir OF PORTS Director, PI I n Department .Owner or uthoriz d Ag t . ' . , MCWUAfFNT Na . _ . . 1. .. m1. ./ . This is to certify that the City of Lo Porte.has approved this plat'ond .. " I . • ." ' development of REPEAT -OF UNRESIRICTED'RFSERVE •G".BR GLEN SECTION ONE to I I - .. confomnance with the Ordinances of the of Lo P e. R.i - � ' h• •'1 Iu\ WAIM AND SANITARY CITY OF LA PORTS - (281) 471=9650 CONTACT: CURTIS HERROD ' RECANT ENERGY, INC. - (936) '336-3884 7ELEPHONEr AT&T TELEPHONE - (866) 839-5838 . GAB: CENTERPOINT ENERGY - (713) 207-4622 . By . . . . . REPEAT OF UNRESTRICTED . birector, Pla nin epartment WFESTAICTED�PE'CR-P1. VE'Q-2' : • Oiling. acres of land situated in the William M. Jones Survey. '-Being 1.626 acres of land in the. William M. Jones Survey, Abstract 482. Harris County, . ' RESERVE "Glr situated .Texas: . We, Sovereign Bank, owner and holder of a lien against the property described to the plot knows as REPLAT•OF UNRESTRICTED RESERVE."G" BROOKGLEN SECTION ONE, said lien being evidenced by instrument of record in _ , Abstroct'482, Haris County, Texas, being a portion,- of Unrestricted . . Reserve "G". of Brookglen Seetton i, ,o'subdivision of recgrd under _ . being, o portion of Unrestricted Reserve 'G" of Brookgleo Section 1, a subdivision of record under Volume 153, Page'99 of the. Map,Records-of Harris County, Texas (M.R:H.C.L); sold 1.626 acres being . _ ; R SECTION ONE Clerk's jiie No.20060f09403_of the Deed Records of Harris County, Texas, do hereby in ell things subordinate Volume.153, Poge 99 of the Map' Records of. Harris County; Texas more particularly desrn@eel by metes and bounds as fogows: . 7./ROOKGLEN 'our interest in said property to the purposes and effects of said plat and the dedications and restrictions (M.R.H.C.T.); said 1.467 acres being "more particularly described by. � _ , show in to said lat d e beret confirm that we are the resent.owner of said lien end have not D Y P ;rrne.. . and bounds os foilowsi � - - ' '' BEGINNING at o point in the existing wester) ri ht of way line of Somerton Drive 60• R.O.W. of * - P g Y=. 9 Y ( ) under Volume A SUBDIVISION OF 3.593 ACRES OF LAND ' stg n pa. thereof. " . • ,- ` a . ", "�'fC' j � :' BEGINNING at -a found 5/8-inch iron rod with GS" cop in the 'exiattiig " - southerly right of way line of Spencer Highway (100' crop .record 153• Page 99 of sold Mop.Records,.being the southeasterly comer of said Unrestricted Reserve "G", being the. northeasterly comer of.Lot 1, Block 3 of said Brookglen Section 1; ' `� . - .. . I I r I I - SITUATED IN THE WILLIAM M. TONES SURVEY, ! . Stephonte Velosquez; Area President- Sovereign Bank • under -Volume 660.. Page 572 of'ths Harris County Deed Records . " ' (H.C.D.RJ) being the northwesterly comer of proposed Unrestricted THENCE, North 75'48'52" West,.14541 fee t.otong the southerly -line. of sold Unrestricted Reserve "G•, . " . *angle ABSTRACT NO."482, . . . .Reserve "G=2", some being the proposed northeasterly comer of ' ' befog the northerly line of sold Block 3 to on point, from which' a found 5�B=fndi iron rod with cop bears North 52'03', West, 0.84 feet;, - - . . ' ' �R� CD�TYr TEXAS, . - - -Unrestricted Reserve 'G-1"; . . , _ '. .. . I .. .. ... . STATE OF TEXAS . � " . '. " .COUNTY OF HARRIS • . : ' - THENCE; South.03'64'22� East, 218:03'-feet along the westerly. line of THENCE, North 83'56,'21" West, 140.11 feet along the Southerly line of said Unrestricted Reserve "G", � . � I being the northerly line of 3 -to a .found 1A-inch iron rod with cap for on cngie' odirt; . . - . I . • BEFORE .ME, the undersigned authority: on this day personally appeared Stephanie . . I . . proposed Unrestricted Reserve "G-i" k a* fouaid Bro-inch iron rod with . •CSC, cop ;in the northerly line :of Block' 3 of said Brookglen; Section One .sold ' " " THENCE, South 8T23'12" West, 6.03 feet along � the saitheriy line of said Unrestricted Reserve "G", - . . - . BEING A REPLAT OF UNRESTRICTED RESERVE "G" BROOKGLEN .� � Velosquez, Area President, of Sovereign Bank, known.. to me to be the person whose .to . ' subdivislon,'befng' the southerly line of sold Unrestricted Reserve "G", " being the northerly line. of said Block 3 to a.found 5zb-inch iron rod with-'GS" -cop :at the proposed ... ... :SECTION ONE AS RECORDED r IN VOL.153, PG. 99 OF THE HARRIS name )s. suscribed to the foregoing Instrument and to me that' they executed the some.for the purposes and considerations therein exppeessed. . some being the southwesterly comer;'of said 3.3113 acre tract, from . which a. found 1/2-Inch iron rod with cop beors North 87.23'12" East, southeasterly comer of Unrestricted 'Reserve. G-1•, beng the ,southwesterly comer "of. proposed ' � . Unrestricted, "G-2";' ' - - " � - .' .. COUNTY IVIAP RECORDS, TEXAS. ' and in the capacity therein and herein stated, andasthe act and deed of sold - .. • 6,03,feetf .' .. - - .corporation... 1 �'''. 'day . - "" :. .'-THENCE,.North THENCE, South 87'2392" West, 416.66 feet along the southerly Ifni of 03Y)4'22" West, 216.03 teat along the Proposed'easterly line of Unrestricted Reserve G 1", being the proposed westerly fine of Unrestricted, Reserve "G-1" to a -5/8-Inch Iron: rod - ONE BLOCK TWO RESERVES I r GIVEN UNDER MY HAND AND SEAL OFFICE, this of . 2007. maid Unrestricted Reserve .'G", being (he northerly line of said Block 3 .found with "GS" cop in the existing southerly right of 'way tin: of Spencer Highway (100• R.O.W)•of record ' . ... passing of 350.01 feet the intersection with the easterly tine of o 720 . wide,drainage easement of. record under sold. Brookglen Section 1, under Volume 660, Page 572 o(ae Deed Records of, Harris County, Texas (D:R.H.C:T.), .being the 'G-1% REASON FOR REPEAT• M missto xpfres A' eg . ,gtc, ' •2 f - ; ,foot from . which a found 5/6-inch iron rod for reference 'boors .Nortfi 28.22' ' East, 0.79' feet to a -point in the centerine of, Willow Spring Gully, being in the easterly line of Lot 39, Block 1 of said . northeasterly comer of proposed Unrestricted Reserve same being the redid steely comer of . P r osed Unrestricted Reserve- 'O-2'; c I . THENCE North 86.55'3V East 264 52 feet do -the istin eoutherl ri lit of w , line f -See ricer TO f3iBATS TWO COMIyffiRt�AL RBS$RVES and D$18iV1TON RB5HRV$ .. . SCALE: Lao 50' � ' ' , . LEIGH EDWARDb Notiryqtt¢ aFT r MTC mmierlon6 December 12, 20i19 . Noto Iic in and for the "State' of Texas ry ,. Brookglen, Section One;. I _ . I ' rig « g y. 9 " oy .o. Highway,, being the.northerly line of sold Unrestricted Reserve "G" to a found 1/2-inch iron rod with _ . . . THENCE,' North 2312'10•' East, 30.55 feet along the centerline of Willow - cap for, the:potnt of curvature of a curve to the right;: _ " " Spring Gully, being.tbe.eostedy 1'me of, said Lot 39'and the easterly line I .0 Lot 40 of said Brookglen, Section One,'same' being, the westerly line THENCE, in a southeasterly direction with the existing Nesters right of coo Itne of Somerton Drive and y 9 X 9 Y QWNER: ' - 1, Beverly B. Kaufman,•�Clerk of the County Court: of HarrisCounty,1'do hereby certify that the within instrument ' of said Unrestricted Reserve "G" to a point; - . along sold. curve to the right, having..a radius of 25.06 feet; a central angle of 108'40'08", an are length of 47.42 feat end a chord bearing and South 36'44'18' .East, 4b.62 feet to a point - - _ . • . MC CHILIPORTE with Its certificate of authentication was filed for registration in my office THENCE, North 02.39'23" East, 188.23 feet continuing. along the .. in the existing westerly right of way Tine of $omerton.LYive and for the point of reverse curvature, 6t3Jn'aIiAPoC` LP r r aAA��� 7i �S' Y� 2007 ododc duly recorded centerine. of ,Willow Spring Ouliy, being the westerly line of -sold • - from_whigh a found 5/8-inch iron rod with cap boors South' 46'46' "East,. 0.30 feet: '. 8M: is based on Tropical Storm Allison Monument Na. ozo25s -: a Texas Limited Partnership as at QQ �A,`` ' Q 'OaW .M., .and in Film Code Un�trfeted Reserve "G•, same being the easterly line of sold Lot.40 . on the line Iof Reserve. "F" of sold Brook len, Section One to a A' Y g - . . THENCE, in' a. southeasterly direction with. the. existing westerly right of way line of Somerton Drive and elevation = 24.11 feet. All elevations are related to NAVD 88. 2001 . ' Adjustment. � 8333 Douglas Ave., #1260 g on 0 - 2007 at o dodo -/�---, .M., and point in tha'existingsouthedy tine of Spencer Hfghway,.betng.the - clan said reverse curve to the left,, having a radius- of 175.00 feet, a central angle of '43'34'bt', an 9 . 9 • 9 `distance " . Dallas TeXS 75225 No. ✓ "_ of the Map. Records of Norris County for sold county. .northwesterly comer of said Reserve."G•, same being the northeasterly ' of said Reserve "F"; are length. of'133.10 feet and a chord bearing and of South 0611'3e East, 129.92 feet to a found 1/2-inch iron rod with cap for the point of reverse curvature; ' FLOODpLAINNOTE: Acccording to the Federal Emergency Management r PHONE: 214-751-7550. .'comer Agency Flood Witness my hand and seal of office, at Houston, the day pad date last .. irk % j� above written. '' THENCE, North 88'55�38" Eost, 384.33 feet along the existing southerly THENCE, in a southeasterly direction, with the existing viesferiy `righE of way line of Somerton Drive and Insurance Rate Map, No. 48201CO940 L revised preliminary date June 9;' 2006 the subject property Ilea within Zone X. (shaded), areas of . ' . 'r • ' . . C •- �?f • '' ,`G _ i G THIS CERTIFICATE IS. VALID ONLY AS TO THE RjS1RUMENT. ON WHICH THE ORIGINAL ' - fine of Spencer Highway, being the'northerly line of,sold Restricted Reserve 'G", passim at 66.30 feet a.set 5 B-tech iron rod. with "GS" g -/ along sold reverse curve to the right. having o radius. d 40.00 feet, a central angle of 24.5,03% an arc. length of .17.39 feet and a chord bearing .and. distance of South 1531'38' East,. 17.25 feet* to a found.5%8-loch Iron rod at the of cUrvofure of o compound curve: 0.2% annual chance flood; areas of iR annual chance flood with . average depths of less than 1 foot or or with drainage areas less . ' . BEVERLY B. KAUFMAN C : \�I SIGt4pTflREtgAFFlXEDAlIDOMYTH@fTOTHE cop. for reference at,the intersection with the easterly Itne.of, sold 120' point -. than 1 square mile, and areas protected by levees from 1% annual . ' . • Beverly B, Kaufman I '� ' r� / :- EKrENTTftATy'lI(2NRSTWMENTlSNOTALTERW AFTERREOORDING. fop wide drainage '.easement and continuing 'to the POINT OF"BEGINNING '' and containing 1.967 acres, square feet) of.fand. .- - .. � THENCE; in d' southeasted direction. with the' existin w" Y g. sterly right of way line of Somerton Drive and chance flood and one AE, base flood elevations determined. J '7 : -( Clerk of the: -County Court •) i'� ORCNIWGl ,,,,, .. along said compound curve .to the right, having a radius of 350.00 feet, a central angle of 1716'02"; '105.48 R(cCOI�.. MEMORANDUM- At AIM, GeoSolutions Ltd.' . Harris Coun , Texas 't * 1 • ANY'PNONSIDN HIEREIN' WHICN RF.SjRfCT"' Bearin'gs.ore based on the subdivision plat of. Brookglen Section I of Volume'153, page 99'of the Map Records of Harris County, , on .arc' length of feet and'- a, chord bearing and distance of South 05'33'21' West; 105.08 feet . , . to the POINT OF BEGINNING and contalning.1.626 acres (70.815 square feet) of fond. - the "me d mobtdstiom this Instrumeol wee found.lobeinedequetefor6bestphoto��pwao f 1440Lake . 7i ". • d THE, SALE.. RENTAL, OR USE. OF T record urrder Texas. - . Ct uo6on because of Illeg@IIIy FmntCircle Suite No. 110 ^. : •• : • "-' . By _zm ' •�.• • ' f>ESCRIB� REAL PROPERTY BECAUSE OF UNNE�ORCEABLE - Bernin a_ are based, on the .subdivision plat of Brook fen :Section t of record under Volume 153, Pogo g 9. 9 99 of the Ma Records of Harris Count Texas. cacao or . . ' d a pepeg eto.A1 bhakouts, eddiliona and oIs �racpr i st the thrre - ihaknhsenerdwaslifed - The Woodlands, Texas 77380 .. PRONE: (281) 681-9766 � -FAX: 681-9779 eputy v. MAGK y UNDER FEDERAL LAW,, , p Y• . (281) 13 .Go ; t/f t- Q) m E i .1..+ = In L nn M .Q i O rN m , in 8 Q N X 2 , ��8 1 0 0 3 . t I. f A) I . < 1 `` u l � �V ..1... iln OWXQ W ~ oe Z CL W W W V)o 0 0. Sole As Shown Dew fir. TR Dawn ty. cs Revlewea ly. JKS Date AUGUST 1, 2006 SHEET C012 5 OF 25 1111111111 Project No: 955.001 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 CUT f� r•,.f.: , •r u rw'.i Y` I•,'1' I>. i... ` ..... in �. _....... s_..___........ it e:n [TSE NE AE 0� ARP MAPJ/ 4601C0940LE ATTACHED MAP SHEET C102. i:f:.i... ........_;. .... ........ ............. ............. ..... i t r, r F : r i 7 f _ , i } ] ±i1 t i? i li € I ' I `ii I ? ;r ' u i fi 'r t `t: %; ;.:`T y •Y,:' ! `�:...<.± f ? 37:. Ji i ? u is f l i `Yj 1 i i 1 ±"i-•' Fft:l t i l i '.S %1 f I((I 44 zi if J ' , f, 1 if i. ;_/e i4� '1jh..:: ?• it ? , EalM1^1:i-�EJ}'.f ; i i i ' i f I (! ,j. f r .�.".-..#._"..' ..1, r' is IL Y` i I%!' tx'I. r ii . •.Y i i; rr E : j ,.1 .••F 'jl 1 r if ? I f f !.: - < V -s 1j, 15' itC,f i Tn i ff � F i I l.l...? l..).._. V.i N i_: ♦�i� t t j_.... _'..J............. .....I .P � ?,, ..Il..j f I I p yr # t 0. ,t { Ii a f.. 'i, .S # if i ? f E , f r f is t I f i if J,j E _4 a- ? f7 ✓............... jr .� f � E ' f't 15, i ? iz>:' fi ii' 7 - I Fi f iivnil ` 1 i ♦i./ [] i f r if ij i j ! f i i , tZ% l!] f / t _S i i •T F I,U if i t t i `%+ r 1 [ C\ ii {+i C : ifIt it ANO GAS EP N tlo f .......... ............ ..1..................f_1211.m......I.....r......t.. ;o..... VOL. 660, PG. 572 D.R,H.C.T. d' 2.5' SITE DATA TABLE SITE AREA 85,667 SF (1.96 AC) BUILDING AREA (20.077) 16,500 SF SIDEWALK AREA (4.397) 3,763 SF PARKING AREA (30.457) 26.085 SF EXISTING PARKING (7.47%) 6,398 SF LANDSCAPE AREA (10.36%) 8,873 SF EXISTING DRAINAGE (28.077) 24,048 SF REQUIRED SPACES (4+4/1000 SF) 70 STANDARD SPACES 66 ACCESSIBLE SPACES- REQUIRED/PROVIDED 3/4 TOTAL SPACES 70 SEE SURVEY FOR PROPERTY LINE CURVE AND LINE DATA. �;:' }fiflt f)%r.ir %?•'Y: tPJfi2 :,'v.� ....4....... }_... ............ �............. ....E....... ........_j. ..._......_ (............. .._j..� ... ....2::: (._:::::... ....1.......3;_...... ............ ........... ........._I ............ I_._..... ......L..... ....... ........... 'pro. @ 1 N \H R, P .............. ............ ............ ........_ _........... .. ......... ............. ............. ............ M 9b X Q --O' M �z N J... Z Mcr cz ^D yy 10 10' q a b 10 HC:3�1 f-C VIVA p (TYP.)E < 19 G O: �- c � K ADA. ADA: ADA :; ADA:: AD ADA �: D gO S86'55'38"W F E.....{. 3 OD ! t 3 T klzm� iE... , N z lit' 3._.•It-;i?L'"u,.,.,. .+1;L" N £, 18 aaxmaz n:. � OMERTON PLAZA ;; ##g���q y,rw �^��q S,3{#�'yLS-3a�a^^y�g SLAT#...#.,," B DG AREA. 16,500 SF x--- yC-------- BROOKGLEN N 1 13F !$ I F.F.E. = 23.0 C O O N 1.5' CONC. RCMA, PAVEMENT IpII ( 5.5_..... 99f1' .x r 1B' •r r .... ON SaIL :.........:.:::: ................. I, .1 .2 .... 0 33 E' J i 3 ( I 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' D �. & ACCESSIBLE PARKING k LEGENL:1C��1 WW VAN PARKING EXISTING PROPOSED CR U: CART RETURN CORRAL -if X -.-x- CHAIN UNK FENCE C300 DO UGHT POLES -DE- -OE- OVER HEAD ELEC. LINE -oT- �T- OVER HEAD TELEPHONE �Q, POWER POLE w_ STORMLINESEWLINE w DOWN GUY _ ELECTRIC METER -ww- WASTE WATER LINE TQ ELECTRIC TRANSFORMER -m- FORCE MAIN -UE- -TIE- UNDERGROUND ELECTRIC ® m ELECTRIC PULL BOX -UT- BUT- UNDERGROUND TELE. FIRE HYDRANT - c - - C - GAS LINE pCwv O WATER VALVE ---- PROPERTY LINE ® O WATER METER DS-3,4,7 CRITICAL ENVIRONMENTAL 91 UTILITY VAULT FEATURE © © GAS VALVE LIMITS OF CONSTRUCTON O m CURB DRAINAGE INLET ADA ACCESSIBILITY ROUTE ® 0 GRATE DRAINAGE INLET -FL-FL- FIRE LINE coo CO • CLEAN OUT DCO OO DCON DOUBLE CLEAN OUT O MANHOLE a BOLLARD SIGN 20 ® PARKING STALLS l:§3sf 14'... -'� .................................... !: a: l i,.$,:,< tit, a±"bn"36a' ' • U•;S?:�:'ar'xv''%'. c'"a«- ``1 c QO I,..�;,»,.......».,„,y,�........;.. ....<.v /a... n_. , J S r N i s N K.o # �___' � I i.'.;{.i i(%:J.x• .%Ei:� �C3fi'."i1f._f':i:)?t2 N i (......`..........a"t"1E\F.�'^TiV'�'E.1' „} E " • iANzm VOL ; i PCB 39 E r ' ri Z........................................._' _J 2- 8' - j, ft i W .n.,.♦..... I if if f i i E f .� i , V: ..F. -.....:::::^.......:^...... . i I : + fl i� 1: I_ i .±#. ° - t �+ of D 21 ? i tf rl ii � Nti� i r E r i f P3.. a7 A3• flCKt j fi 'i 10, i { ._.... t». j it ? 1 f f 1` t � ( Yg 10. ,F 0 . ? ii i 3 i •!- , c R3, 'VC c> j`f [� r I r?#± ' I j r l± f� r I ? .•::Y r t i t'L:.h�.''(',) is i f f �� , fir f f i i: i .? :1 t Z' `\-mil J M M ' ,' i f , f ' ) j i ;i- i f . . ? ii? 1 1 i f' _ do Q- ( n fj ? � f i # ' i' f ( { j t:3.._. .:::. . ............. .::::........ .....::..I d it. „ at rI . I ? t ; 7. f f tijT�N i ! J iI #I r t. 2; W � C g C tD „ ., .. ._.. ... .µ..'.."''--'^'-'..........................................._.. ..�:,. _( ., .._._.. ... .. ......- ..._........ ............. _........... ._....... ............. ..........._ ......--...... ..------ ......._... ..... ........ ....._._... __........ .........._. ............ ....___ ___...... ........._.. ............. _.._.- ....._...... ...... ....__._..-....... ............. .... .......... ............ _. r _ _ _ ......_ . ,f.. - ._` - _.. _ z..._.._ _ . .. ........ _._... _.............. ;;,� f; ,, 1 y 0 1 Al H si H _ ; r: ! Z 5 CURB I ff '' r-- `' ......... ........ .__...._.. ................ ..........._._.. .. .._...- _................... .............. _..____ .... 1. ...� i ,. ............., ..... .. ... i l ! DRAINAGE _.. �_ _ C - -Cam _ L i, 87 23'12 416 66 � -toy -L-�c „�o (, i ..... , i i 3 ::.......,. • f , iv LOTLET 6 ` LOT 7 LOT 6 � LOT 5 IN,` „ ►�„ LIEL i# 3' d f7 £c 8 ( 7 ( 6 ( 5 4 j LOT ( y�q-g^ 4 t SITE NOTE BUBBLE LEGEND OSIGN LOCATION. © EXISTING CURB/EDGE OF PAVEMENT TO REMAIN/END NEW CURB. ........................... ....... ....... ....... ..... _....... ....... ....... ...... ....... ....... ..... ...... ... .......... ... ......................... ....... ....... I ...... ....... ......... © PROPOSED INTEGRAL CURB. SEE DETAIL SHEET C601. ....................................................__..__................ ....... ....... ....... ....... _.... ....... ....... ....... .._... ....... ._.... ....... ....... ....... ...... ..... O PROPOSED WHEEL STOP. SEE DETAIL SHEET C601. ----------------------------- OACCESSIBLE VAN PARKING SIGN WITH BOLLARD BASE. SEE DETAIL SHEET C603. ----------------------------- STRIPED CROSSWALK. SEE DETAIL SHEET C602. .._ ___ ._......._............... ....... ...... ._._ _._.. _.....__.. _... _.._......_ .__ .._. ..... .... ... -.......... ....... ....... ....... ""' ___.._.....___ ._....... _... E WALK. SEE DETAIL SHEET C602. O TRANSITION CURB, AND SL0P .... ..................... ...... ....... ....... ...... ....... ....... ....... ....... ...... ....... .... _......................_,... ....... ..... _._........ ........._...................._...._. . OLANDSCAPE AREA. REFER TO LANDSCAPE PLAN_ - - - - - - - - - - ^ SITE LIGHTING LOCATION. REFER TO MEP1 PLANS. O J DETAIL SHEET C602. E ADA STRIPING. SEE OLIGHT DUTY CONCRETE PAVEMENT. SEE PAVEMENT PLAN, SHEET C104 AND DETAI SHEET C602 -------------------------- - SHEET C104 AND DET/ L _ _ _ _ _ _ ©HEAVY CONCRETE DUTY PAVEMENT. SEE PAVEMENT PLAN, E SHEET C602. ..... ........ _ ................... I. ....... ....... --- ..................._..... ...... ...... ....... ....... ....... ...... ........ _..... ....... ....... ....... ....... ..... .... O 4„ WHITE PARKING STRIPE. (TYPICAL) ...... ....... ....... ...... ....... ..... _ ....... ...... ....... ... ...1 ....I. ...... ........ _..._ -__...........,....................... _-- ...... ._.... ... ,......... ..... .... OPROPOSED SIDEWALK. SEE DETAIL SHEET C602. - - - - - - - - - - EXISTINGIS-- FIRE HYDRANT LOCATION. - O O ©EXISTING CURB TO BE REMOVED AS NEEDED. TIE PAVEMENT TO EXISTING PAVEME IT MATCHING LINE AND GRADE. SEE INTERFACE DETAIL SHEET C602. ... ... .. ... ......... .. ....._ ...._ ........... ........._ _•-- ....._ ... _ __._ ....... _._ .... .._ © TWO (2) 4" PVC IRRIGATION SLEEVES. ... ..... _.._ .__ ....... .__ ....-. --' .... _.............-.......... .......... --' .... .............. ....... ..._.. _.._........ ® PROPOSED RELOCATION OF FIRE HYDRANT. - - - - - PROPOSED 127.67 LF RETAINING WALL. SEE DETAIL SHEET C601. O _ ACCESSIBLE PARKING SIGN WITH BOLLARD BASE. SEE DETAIL ON SHEET C603. O .............. .............. I...... .............. ..................... _._......... __ ........... .... ......... ......._ .............. ....... ....... __................ ........... "ONE WAY" POLE MOUNTED SIGN. SEE DETAIL ON SHEET C603. OU OPROPOSED HANDRAIL. SEE DETAIL SHEET C603. - - - - - - - - - _ STRIPING. SEE DETAIL SHEET C602.. O PROPOSED TRAFFIC CONTROL OGREASE TRAP LOCATION. REFERENCE MEP1 PLAN SHEET. - - - - - - - O HEAVY DUTY CONCRETE APRON. SEE DETAIL SHEET C602. _ _._..._._ ...... ..__....... _. ...... ....... ..._ _._ ....... _._.. ___ ............. ___ .._......... _... ...... .._. _... O"DO NOT ENTER" POLE MOUNTED SIGN. SEE DETAIL SHEET C603. _ NOTES. 1) REFER TO THE MEP SHEETS FOR ALL UTILITIES WITHIN THE BUILDING FOOTPRINT AND WITHIN 5' OF THE EXTERIOR OF THE FOOTPRINT. 2) EXTERIOR LIGHTING SHALL COMPLY WITH THE CITY CODE SECTION 106-521(C). ARCH. REFER TO ALSO MEP PLANS. L / 3 REFER TO ARCHITECTURAL PLANS FOR BUILDING ELEVATION BUILDING MATERIALS, AND INFORMATION ABOUT DUMPSTER AND DUMPSTER SCREENING. 4) REFER TO LANDSCAPE PLAN FOR VEGETATION INFORMATION. 5 ALL DIMENSIONS ARE TO THE FACE OF THE CURB TO THE CENTER OF PAINT STRIPING, AND PERPENDICULAR TO THE PROPERTY LINE. 6 ALL TRAFFIC MARKINGS SHALL BE PAINTED TWICE 2 COATS). 7) ALL PAVEMENT MARKINGS ARE WHITE UNLESS OTHERWISE NOTED. 8 CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF THE EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 9) THE SIDEWALK INTERSECTION RADII SHALL BE 3', UNLESS NOTED OTHERWISE. 10) REAR SCREENING OF ADJOINING RESIDENTIAL BUILDINGS SHALL COMPLY WITH CITY CODE SECTION 106-444 (a). =o v w O °co Ln o °' v x cis F 4J C u O O 7 � n Q Y OLN C Ln J c� r� 0 N Z fi Z W i< O O I-VujV �Z W W W Z CL .^ O V I O^ °G V) L ! 00 Z CL W J W U Al SCHAU ' -o 81658 ��i VIAL Y Sale As Shown Designed W TR Drawn by. CS Redeved by. ,MS Date AUGUST 1, 2006 SHEET C101 6 25 OF ; Project NIX 955-001 Lmmmmmmmmummmmmmmmmi 2 e Na 9 Y ^ 9 9 C Q O t N . ,n P [b � I I - 6 6, 0 { E o . J s. _.____-___....._ . . . 1f / ' .; .If :.. 1 ;' y II lrg E i 1 , f /I . t f: f 'f r. / t r , _ r. i I I I 1 • ff ( i 1 I $ii i=tI I I t i , -'Y `t! I t ff: ' i ,,.- t f a f n t \ Y}} t` `1 i ~' i t t I I 'I f Ii 7 f f rt I . I? f : i 7. f ry, t "Y' 'i I t. I I NI i f I t } 1 1 f 1� t) I f 1 1)', f i 11 , N,. .. w� tiI ;' . ? . f` J I I' i i I o f I1f f �. ., :H }1 F3 h I r • r { f: t r r _ 1.... j 1 a[, , t v, 7, ' 1 r -,_•�_ fi -lr _� L �f1 ` i I ..._...�. i. ; ' r Ill f r ' I i. } f r`/1.si 1I I ) -YV: >t ti i r� J', .4 I I . I I I f; . s I1 } } 11 -' f if j 1 7 If I 1 f w M t . I•;,' `f �.? t f I ' f 1 :.\.i::^ z , f 3 I ;a..;' 7:' e if I 11 ? lI f 1 ?, t I 1 ''✓1 ; f ,,zi I i f ' r f <J i, i, 1 1 i r f if 1 f I ,Ri #j f !-� i':i'.{ `F fi } f Li, 'e'"_f. I ':) !?.. I 2 I ,1.f:! 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I 1 I .1--,5,.2 , i i I + r 1 I i ifI f} f? } 1 f Il 1 i i1 -1 1 i i %I ; I 1 1 I? i N I if I f ' i f fE t I 17 r y I1 ; 1 I } '- 1 f: fi f ft 11 I } f Hi ff fI i I I If If ' I I if p 1 I If :f f' I ,I I f '7 I i1 I} I; i 1 rfi I} if r !1 I' 1 i'i iI f I ' i r' . t � fi f I LEGEND SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD EVENT The 1 % annual chance flood (100-year flood), also known as the base flood, is the flood that has a 1 56 chance of being equaled ,or - exceeded in any given year. The Special Flood Hazard Area is the area subject to flooding by the 1 % - annual chance flood. Areas of Special Flood Hazard include Zones A, AE, AH, .AO, AR, A99, V, and .VE. The Base Flood Elevation is the water surface elevation of the 19'6 annual chance flood.' - ZONE AE , Base flood elevations determined. ' . �� ?l OTHER FLOOD AREAS ZONEX Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and .areas protected by, levees from 1% annual chance flood. . 5' ( CUT _.... _..... - - - _ ....._............... L:. �j �r�.2 21.0 ,. ..��S,L> ....,1� .1 : F4 na xAx. '� 'S- ,A .. `/ S ii, TC 21.15 ._. , . C 1 . a... _. ( TC 20.87. t a i.,, . „,I : ,v s .... ♦a• T .... r TP 20.65 1 TG 20.37: >r �: .g 1^ le r. k, r rt. rn 1 , ram: R s• t D `.. v _. ........ : 1 i r w, n n - c t }. 1 u : ^--":ji tq}}tt€ I , r: I I' I; i } !t I r f ! I z I I f �' } } 1 fra. -1 tI'll F { 1 ? i r; i F E +r 1 i'3!4,.{t f f , (fi} ; f r T:J-' E i TC 21.52"i �'6 f.v 7r } f i`.v., ,,.: is ...._- 0 . 1 ill 1 .. : ... t ., ...... ff f .. . ♦ ...................... ............ .......... _..... ....... ..._...........t.............................- a. ._,.TP 21.02 rf. r� , } Y,.....�.. 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I i .. . j f ..... _..,/ rrr i1 f 1 f ; «'' ` I 'iI # I I ; [ TC 22.77 TC 22.85 TC 22.8f :'I : ji', 1 , I TP 22.35 I, I i f V I a'i TP 21.75 TP 22.3. Ifs i iI ;i ; eft f71I f 1 I f V Ir I 2' .23 j f : ff j`' TW 2 1�: j {}: 1 I ` I i i;� 11 TC 21.73 : . itii ) If;r ° I <:.✓,I; 1 8W 21.00 i�l , Ilrq j I; I I i ) I 11,�{ - F TP 21.23 i ' j. 1 ," I f ' // /, :1 F r . Y TC 2.. , r' \ .I E�' r `END WALL I r 1 :, ,? l i i i j1 3 j II 1 1r I,-_r ,...L.._,....;-+ .......:.:....y_...p_. _...._ .. , 1f !7 ?' i ' ' , ! I % I' i ti i i i i f %f } j i f } y,...I_.........._1..._!.:-::c_._..-.%;;4._..__..�. __...... ......... .( ......... ' I7 I1 f i I i } E I . I, _ - S ,.,>. ;' ... ;Y .. ! i I i it ? fit` .............�z....... '....__ x f ,„ - 1.. Ill } ii f .k r I.e. t:'«zn' 1.... ...!. -) '-- ._ ...... a....._.... ...... 5' CURB . ......... ...... v r ; f ' , CAIN OR t s•. „ J e j' I 11 • •,,. i 1•' a _ :•-.. _ ... ............ ...... 'i.;y....... ........._... ......__ -. _,_....... ... ,....... ". , I f j I o_. i , _.., i .., �; ; e-, t -,- i_.- ........._ _.., _.....µ- _'t' _...._..._ , i..,:,/ ;j .: I „ ,:-^ , , I i r f% `.. ! I ,• r; _... , , y.......... tel ;.., 1111 ;I "II Q,r \'611 11 �; ._> _ I !11 r, ' 11 r .,! . I" " % 11 ,' TC 21.20 TC - TP 20.70-- i ._.._ _ __...... .... TO i s .' I a, , --.--- ...._.-. i III, _r:,s=.-...... �\a°.`„c.....".,..��:�; .....- w1. 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' 1 ICE` D ACCESSIBLE PARKING. t L.GVG�� CR -X--X- VM rW -X-X- VAN PARKING CART RETURN CORRA CHAIN LINK FENCE EXISTING PROPOSED ODO M LIGHT POLES -oE- -0E- OVER HEAD ELEC. Ulf `Q� POWER POLE -oT- -OT- OVER HEAD TELEPH01 -SS- ® STORM SEWER LINE w ID DOWN GUY - w - WATER LINE 0 ❑E ELECTRIC METER -ww- WASTE WATER LINE ❑T MT ELECTRIC TRANSFORMER -M- FM FORCE MAIN el m ELECTRIC PULL Box -UE- -11L- UNDERGROUND ELECT C -UT- -UT- UNDERGROUND TELE k1M + FIRE HYDRANT - G - - 0 - GAS LINE D4 " o WATER VALVE ---- PROPERTYLINE © 13 WATER METER DS-3,4,7 CRITICAL ENVIRONMER AL 0 QU UTILITY VAULT FEATURE © © GAS VALVE +�+�:+L:.('_ -," LIMITS OF CONSTRUC' N! CURB DRAINAGE INLET TC=XXX.XX TOP OF CURB ® GRATE DRAINAGE INLET `DRaXXX.XK TOP OF PAVEMENT coo CO • CLEAN OUT DCO 00 DCOM DOUBLE CLEAN OUT O MANHOLE If o BOLLARD SIGN zo ® PARKING STALLS ................::: 1]]sC.6i13 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. -"' 2. CONTRACTOR SHALL VERIFY ALL EXISTING FLOWLINES AND OTHER UTILITIES PRIOR TO START OF CONSTRUCTION. TZH __ 3. SLOPES IN ADA PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. NO GRADING SHALL BE DONE IN RIGHT OF WAY. x{1 2{i.2 5. THIS GRADING PLAN WAS PREPARED USING INFORMATION PROVIDED BY _ -- I-— GEOSOLUTIONS, LTD. 6. NON -DRAINAGE UTILITIES SHOWN ON THIS SHEET ARE FOR INFORMATION ONLY. _ ,:._ : ;3� --- , \ �` ft - REFER TO UTILITY SHEET. /. TC21.25- ?,2i +fir.;. ^c/ _7720.84• 20.84 : : TP 21.00 r' rii %"/ -'... •' („ ,-_,, -""-' , ,,:, ... ^ ;L?.gig ... T' 7. CROSS SLOPES ON SIDEWALK SHALL NOT EXCEED 2% I F ! , 7� f ':_... ...... ._.. . i : ,S'.. ;. .._A- .•': ... fT R . '-i'. ..:I , R .1._... TP 20.75 4 , -, .TC 21.05. = e' .TC 21.15 h 20.70, TC 20.95 : I`-} `"' „� ` { ",r• _':L2z> TC 21.25 :< .:;; = 20.70 ............ ................ TP 20.75 ......<.... Tr. _ N TP 20.55 TC 21.08 1I.....'.,. 7P TP 20.45 TIC 21.25 . B.RF REFER TO COVER SHEET FOR ADD TION 0. 0 . I I AL NOTES. 0.7 : '�2 7 N I z o . C P: TP 2 58 2^. '� TP 20.75 I i 1 ;/2 .I I "'"' (� / 9. A PRELIMINARY ELEVA110N CERTIFICATION HAS BEEN SUBMITTED TO THE CI TC 27.23 D y TY TC 21.50 : I, /i v� CONTRAC OR I."`• :-' : T IS RESPONSIBLE FOR HAVING ELEVATION CERTIFICATION _. ...... .... 71�_ _._ .... ..... .......... ........... ....... �..... ........ FOR FORMS _ .._ TP 20.73 _ _ rn 21.00 I \ r o L COMPLETED PRIOR TO POURING SLAB. A FINAL ELEVATION CERTIFICATION WILL BE y /'. TO 20.80 \' z i,_, PERFORMED BY ENGINEER AND SURVEYOR AFTER NOTICE BY CONTRACTOR SITE IS I 'v� i i TS' 2C -I. TG 20.30 COMPLETE NOTIFY 3 DAYS PRIOR TO NEAR COMPLETION). I ( > ........... .. _....__... .. I .. ....... ` ` : ... ......._ I f I t_ 1. .. Q::, .............................................................................................................-......_.._ 1......_................................................ s„ 20 10. BFE IS 22.00 PER TSA-""a""""""'111.1 RP ELEVATIONS. ' { I , 11. ON THE NORTHEAST AND SOUTHEAST " lI : T CORNERS OF THE BUILDING R .. ... ......_. .........._ ..._........ ._....... ......... ...... . THEE IS A ... ...r... ............. ........ �S ,,�� t r I 'il ,•i" 1�J /': / ; \ k' , \ .j.� ( 10' DEMENSION LABELED. A DOORWAY CANNOT BE LOCATED WITHIN THIS 10' 22.49 22.49 '; \ TC 21.88 \ t, . " ;'I- `\ -" SECTION DUE TO THE SLOPING SIDEWALK. 22.49 22.49 \ i Il ,l' �` TP 21.38 \ 'i :.'.(i. `.;: I.: I i; 'aa�caerasnt„� >�� i 21.00 21.15 \ nn an VOL, 660, PG. 572 D.R.H.C.T. .... _......__......................................................................MATCH EXISITNG MATCH EXISITNG GRADE . $.:� I , r 7 ( i// "` i I TP 21.21 ;' :: ...I __...II'i ..._.... ::.-:.':.r.i ii. u / �/% \{:'-' 1 i TC 22.55 [ Y\ ,..{}.4>( ; .- j 2 0 /': 2 /' /': c, ." I \ \ , \ i TC E x , 1. r T TC 22.85 I d . L C 22.85 r t "a : � TC 22.85 TP 22.05 i L r. s, , { r l TP 22.65' s . . LLV TP 22.35 22.65 J a i ,I �, TP 22.35 k / f d. 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';,,,,. 81658 �fP0,\*FG/STd -,* Zvi ,its S1 AL ENC'r 07 Sfele As Shown Designed by. TR Dorm by. CS Rmk%.W by. INS Date AUGUST 1, 2006 SHEET C102 7 25 OF Project NO: 955-001 1 8 1 7 1 6 1 5 I- 4 1 3 1 2 1 1 1 - - 11 - - .. _ -_.. ------ -_ I . co v c 0 20 40 In 3 CO I t0 GRAPHIC SCALE: 1 30" = 20 6 I O O V) LEGEND I 6. & _ SILE KI e Q I WW ACCESB PARNG N VAN PARKING EXISTING PROPOSED CR CART RETURN CORRAL CHAIN LINK FENCE z 000 00 LIGHT POLES —oz— —OE— OVER HEAD C. UNE . • POWER POLE —_cT_— -OT- OVER HEAD TELEPHONE W 16 DOWN GUY ss a� STORM SEWER UNE D ELECTRIC METER W— WATER UNE —M'— WASTE WATER UNE I ❑T 11 ELECTRIC TRANSFORMER — — —FY— FORCE MAIN LOOODCO ELECTRIC PULL BOX —uH —'M— UNDERGROUND ELECTRIC FIRE HYDRANT I _—UT_ — UNDERGROUND TELE g- WATER VALVE o —__—B GAS UNE WATER METER PROPERTY UNE DS-3.4,7 CRITICAL ENVIRONMENTAL UTILITY VAULT FEATURE GAS VALVE •:.�»>x+:.,>•::>.LLi '_. , .» LIMITS OF CONSTRUCTION I CURB DRAINAGE INLET z L GRATE DRAINAGE INLET COCLEAN OUT I DOUBLE CLEAN OUT MANHOLE N _DARKING ......�........................................................_........-..•;,::..-._.._..-....................._......_........ P STALLS .. 1" STA. 1+00 BEGIN 6" FIRE WL TA. 1+00 BEGIN 1 1/2" IRR WL - .- :.:::.::::.-....INSTALL. ....................... �...... ..._ NSTALL SP ........... ..._......._� ... 1-8"X6" STAINLESS STEEL TAPPING SLEEVE ' ,----- _ . . ..�/.E..R-. •H.`�. ... ........._.. o n ,i " f— ... —8 X2" STAINLESS STEEL TAPPING SLEE •-, 1-6" GATE VALVE STA. 1+00 BEGIN 1 1/2 DOM WL ----- —2 GATE VALVE 2o e INSTALL: '-""""""" fff-STA. 1+00 BEGIN 1 1/2" DOM WL Q0::ROW) 1 1 X11 z it 1-6" DCDA BACKFLOW PREVENTOR IN BUILDING INSTALL: > - /2" IRR METER w/VAULT i 1-8"X2' STAINLESS STEEL TAPPING SLEEVE - 1_ -RPZ BACKFLOW PREVENTOR .......:::r::. ;._:::::: _:: -__:::_:::::: ::::: -_::::::`::'w__::':_:::::::":::::::::`:`._.........._............._.... ... ..._..........._......._......8"X2" STAINLESS STEEL TAPPING SLEEVE ' 660, PG. 572 _ 0R LOCH O NOTE 1.EC;END • t ---------- ' 1-2 GATE VALVE ONTRACTOR 70 SEE IRRIGATION 1-2" GATE VALVE R.H.C.T. _ m m W ;: .............. .._..._ 1-5/8" DOM. METER VAULT OR APPROVED •SIZE FOR USER ""-"- 1-5/8" DOM. METER w/VAULT OR APPROVED ETE-P-AVEMENT- APPROXIMATE LOCATION OF WATERLINE. GREASE INTERCEPTOR LOCATION, SEE MEP1 SHEET FOR DETAILS AND P.O Cj, SIZE FOR USER STA. 1+00 6" RELOCATION OF ---....... CONTRACTOR iS TO--FIELA..YERIFY...AND... ..._. ;- ..............-__ _-.__ .__._._ .., ,. , ;..,..:. ANT BY CONTRACTO OF ANY - _ P•O•,+• - FOR IRRIG >.,..) DR FOR REFERENCE ONLY: 2 4" PVC CONDUIT SLEEVES P•O•C• ( ,,t,,y, �•.`f^^.z r ,T DISCREPANCIES.R U2 LINES. SEE LANDSCAPE PLANS ATION CONTROL y :f i;1 8"x6" TAPPING SLEEVE FOR MORE DETAIL ............ ..................................... ... .... .. .... 1-FH ASSEMBLY •;?;: - - 3 SITE LIGHTING LOCATION REFERENCE TO ARCH/MEP PLANS P.,O.C. O GAS COMPANY TO INSTA GAS UN f :,- "r':.rA :':it.... .. .....r.._-............._ .,.. ..w>.. ..... i .::>:«.� _ ........_........_.............. .- __ OrC O ESTING MAIN TO METER. C... .�.............. •�.. ........... _. ........._ .- --...._ _..—..._ ; -....... ; . ..::: .. s?^::u asi._• :::.; . , SHALL COORDINATE WITH LL GAS C:.. : ,_ A ;• YONNSTALLATiON OF GAS S ERVICEflLINE.OR ' , , __ ..... i_ P,—' L" t .i.c•...._.. jj''�� ........ p.Si.___ .. .. , » :. ._ ..,t,,..._y. .. ... 'T'-:-.i4:;..;_;..::.- ._j�,'v-^^''1 -. J . ...,..,.,;w^,^yJ y Y!✓: ,.« i .. sz% .^d..._ ... ., : .�......_._. ....... .... ... ....._ .. — •.x^:11^ ... _ . .;., G Y AT BUILDING. SEE,! f Gr f t 5 ,?; !w.. ..n..> "r, w _.._.... a..................,^_.....,«„ ...._.... .... . ....._ .,. .®.... ._. ...... .. r,._ , 1 ...... ................................ I C �_ ti , _ CONTRACTOR TO - I TAI r ? .,y r S aS.. .. > .<•te,. ,J ._ _>... ". .r.., : i : : ... » ,- G� CTRIC CONDUITS WITH PUL .............. r r w ... ..,cx..r,...._. _.. Y.. . :��`�h,,. ,.1., .. ...... "',.r%x':. .:.c.T:::;..... • .:- s:.... STRINGS L A' r r .4t. • .... :a"'z•., .I , ,......... ....... _. .. .... ..It, ..__ �•., 1 �'"'1I ::: _ :::/ .z:::-�.::............;..? �t f S. TE. ELECTRIC CDMPAN . t r !. •. I,' ) r :, ..::... . ..,,.a .... _.. .. .__ r,:\ . ....; 'r :t.: •«.a ..>.. .....>.:_ ,...._._ . ,. ..: -£.. P - - ,a„ ..;..... L r:➢J =`, .... PROPOSED UTILITY PO rr , ' . . ,%i, a. .. , `±P. :>.. -- A 'r'•r= t sa#.xrtxr .r l « = m f ..... TWO 4" ELECTRIC PVCLE. as a , ; ., } D . : Ei E )f 1 ... DUITS PROVIDED AND INSTALLED f :... . ..... ...... ..__ r . :, : 1 I ( _. I EZ BY CONTRACTOR. W �> r !t . .; ,. n ....... ..........._ ..:.......... ....._..... . ., t : o ! .... O SECONDARY COND n o o I UCTOR WILL BE PROVID -a" , I •, . r p, £ i , t .,-".. ..... p - ED AND INSTALLED BY C m o o ONTRACTOR. #r { I 7 o _ o l I... � � I ' I r. ,d:.U.__ O o i i 3 i :f ! :_ _ ....... ..O U 2U 3 j „ L.: z A U v _ Q 1 f_L._i I I I UNDERGROUND ELECTRIC E > o 7 NTRY AT METER. U m�... . SEE SHEET MEPt. ....J � D .�, �...... i............. �;;;;i �� �■ • r r fi if ,t..t:) d1.{„ Fc:f,t.;h�< f. a, r ' ? • -a.,f p • a m 41.85 L.F. 1 1 z� p O CONTRACTOR TO W E W W ? `! /2" a ~ L�� BEGIN UNDERGROUND ELECTRIC CONDUIT FOR TELEPHONE AND 1 fi ! i' -'°J .r; Tt rj i „ ! . I,._., O INSTALL 1-4" ELECTRI m4 p.._.,..(�.::: :.:: . ...:M:::::.:.:. E:::- ::: . ........ .\,....... CONDUIT TO BUILDING. .... ..0....__. ...... _ v 38 L. .... .............................................. CJ,: —..... „ <. .I... ::::::::::v .................. _ . .....J ? i C✓° 900 PVC DOM s -........_... ,.._...-_-......_._......_...rff f t .f : . ........_,omo , I f 1112 , r S r>•h, r . r \ ...:::f:::il:SLC:::::::::_:::::::_:::::::T:::::::::.`::::::::' 'C: r' % ? {,�, J t f.:>. r :5 r r ? S 1t -_ _— l� I ...t - ....._.._»,..._......_-._........_,. - d 7 N , :` '•..,. i r, i,: ! .11`.!r` r r q i :..\ _._. a.� ., 7,t:: .... •..t: }f r : ? , ! f 1 / f :i t ; \n, i +f i! i ; Y,i I ? ! r . PROPOSED TELEPHONE ENTRYUIT t /1 r ; \ �, t -- -- , ... T3 SEE SHEET MEPt. v e O g 3I I1 ?f � £ "j"f ' ? f ' 8 ^ ^ ✓' f ',C` _'— t ' � t.- , r f !j :,� is I I I i r i \\ \ 1i ✓f 1� r ' , G:.:..r ? r : i . q ,aoo ,b .._,... .., >.fl�f•t1'I f kt 1 f f ? f f ! ` 1 ' 7 I f f r T ,1 , t J -j i C), I 1• �R� •... /n '._ r f ° `"' :, L' , !\`` ....i E ..b J `.J to i ...3 ri ,�5Ze•��,a I f 'f 7 c c c F , .. k .. , , t I ` ,`., , r F6,"Y: . •. f , :f ; + ` L \\ co �\ �� p) ( /•:� p X / .,cat I ('� �� U2 a d r o ; i ,. i J, „J;e, 7 , ? F r !.•.' ,5 ai !. r.t`._:,i,\ 5 , t'+,? I E ' i , I \ \( '/! N C / .. rn `?O O I i ..... A _ o :. ._... �f '>g.:..:.....;;.y�:;t,, Ej'.J ?i,_ __..1 -`"4 ' c"v : , ,. )i .........i..f f: f < f. ; 1 O) +,• .,;,iC, ,. „ fi ( t Y 1 ; I . ..t.. : i , Y , : .t„'r,.._,.... .,x-,;I•F . 1 . . �•.,�,"k . ,; , ` E rf it ,: r r : f :! f v f : 1 I EE l: W , ! I :T I qYi ,, - mmo .._..... , . ! , t r . I ry , 11e� \ F) SI` # I it / %O .. ^ .,...0' > �) I 1. ,h`' CHART sr t I r f I :f, 'I i i 1 — r :( 1 I O E I II I'" IPaaa I :v f i\ Ir. 11 f, Y I E/' I `''j. V■■ , m�� O M c YERS C i1 `'n _ Ns ( __..._.... ON■My.O „ i' L!__t :rY' E ` :..; _.: it ... .._................._............... I ,n.. 1I I; _ F N ........ ,, PP W .. z : ATER TRENC v rr, : , t o r ! AND BACKFlLL ALRL than , , [ . i V,1 4 r t t r TERHLI ES AND APPUR PROVIDE AND'NS CO .:' MP ,. ?? r , ; TENANCES TALL TAP, MEN RrPIT in `L r PECT 0 i `,' 'y ) i. If L f1 ? f fE ,F-� \ f r NSITE is'1 t>;: ?? , ? ? f? ? i ` i"\ r p.j E tt ` i # O0RD HATE INSPECTIONS. NSDTALLATiONINS ?' :.+.... ;! rrz f r i ` ; ??I J t ! ? r \ ii 4,t !i O , _. .. jf-" i u f f fif t 1n •Tel r , —_ I r I f f ! ?: f ?i. , f 1•, :f, y+i TRENCH AND INSTALL '., k [ a` SEE MEP PLAN WASTEWATER ALL L SHEET MEP1 ... l;..N, f }''';d"-! "'"""-"""-'d'�--"i ;f i s; I FOR C , SEE MEP PLAN SHEET MEP1 v R I WASTEWATER LINES, CLEAN-OUTS AND„T :-' t?` • t' f I \ ONTINUATION. a url:aa " y� ,f) SEE MEP *PLAN SHEET MEP1 WET PROVIDE AND INSTAL L WASTEWATER I FOR CONTINUATION. .,I,i (:,;.. g 'O �....` f : LS FROM TAP TO BUILDING FOR CONTINUATION. AN TAP. INSPECT WAS Ir. I :,� ,> i t`•≥ ;( ::' F !. i C7.N..` f' r.._,. ! ? 3 i i ;i,l t.:-:.y\ . 'i. ......... O D BACKFlLL. COORDI TEWATER g •. e f L.f. Z ,;r. I.. ?? ! P :f...1...3 t; i ? i .1 NATE EL w �,,f 5� r( L t { f t ? r, I; tea; �,,,.:�a« INSPECTION. CONNECTION AND INSTALLATION. m , ,, . ' f p . f f ^ ...._.4 f 1 E `C)'' ct a <8',.,. eJ.. le 8 f , 1.. i ; .t :/•: h ,...r...,..,..__x.,„.::cp...z e.,,c_r,.i'.T.....„.,, I r y , ,>' :{ I .e1 a< Z rf I i f;f i i t it f. 8TA: 2+33.18 6"'FIR ' , 'i: :::::a!6 ) i �i 1.:.:^ e,.i:.... >; "`;.Y•'i ... ? rJ r• ri, ? !' :� i Ei;� i E WL� :, (:w ,. ,:✓'::, , ,l ,)t<'` ;i. r? ? fs; i i f I I FlRE TRENCH, INSTALL AND BACKFlLL ALL I 1 J. r ! ,t1 I f r f : f ' f, t ! E INSTALL: N y;r: L.p,ar:^ rcr•r PRIV INSPEC :T o ? t f t'? e= a `i ## ON AND i r1 . � ,r L ND APPURTANCES. NSTALLATI �Yg ?: i ` F i 1 I f ! f. .I ...> 1 I. :Itl ' .. ...1-45' BEND , .. � L ,,. .: SOMmR ' GI .- , i; i S' t' ? < I t r :, ..... ! >< I ... a..(.r_F; _,>> ,?.:{;lam _nom, ,�,. PROVIDE ANDSINSTALL TAP SLEEVE ti..rro J i1 ? CONNECTIONSOIN AZA 3 Ir I i 1'v i f rf, f 1. f af.1.0j i { :i i , I i :17 I : ?\ to III r> xu+y,. ...,: : VALVE AND B J r , , i : ?' I i i E ,,,,•• -. aC9' :t:1., i_ ..7.,.z„r,.,. .lYtsf. + .13" 6'f°r, ^ W PREVENTOR. • i, 3.51 L.F. 6" C900 PVC FIRE Nti E A. �' .%';.. F' '%sf?.., RELOCATE FlRACHYDRANT. COORDINATE/ ! I B b r>..{✓f.,:., Dt ...._-, 7 . ...... ....... ...... '-� •r.z v:ni>, ,r i INSPECTION. .C !' f /atr r.ai s,5N....!•;... nr/.r 1 I �: 2+36.69 END 6" FIRE VJL REFERENCE ?f f �Il f"< >•s ... . A ` l . 05 pi GAS I... < , F37 TK T r? ST +.... AND BACKFlLL GA ! r ' f r I ;,I ? i r i J , E , ? • ■ ■,.,," --23--0 r,.,= '\ OTHER I CONSTRUCTION ACTIVITIES. UNThUUnWORKwm E FROMCMAIN 1 "i. r? h.,.,-. r ...t?y,.._._ .._. E. q.... f t f f ,,..• O STA: 1+43.35 END 6" WWL. S f '�,... i:>,y„.r # }'{g�9q+Ljqj�� . .................................... f".i ..i?`. .j",'40£„•..#I.°"C'T1 I TO BUILDING —_ !k r `!- •, -..n. 7?t •� I.:. r ! ._.. q INCLUDING METER. i I ;11 R L.ta, f / 1 .. _ `f , IIc� / SHEET FOR GONTINUATIO __N. 7M INSTALL CONDU PROVIDE TEMP .::F ,' �; \�: f - l I t IT WITH PULL STRING ORARY POWER. TRENCHlY. TFROM# " 3 . ", ; \. _ '• tI PROPOSED POLE TO PROPOSED AND PULL CONDUCTOR. INSTALL W f 1 r i f i EE ? ,f r: '1 i STA: 2+30.35 6 FlRE WL. i ... \ -, `,, l,,l; �..�I-— i ELECTRIC POLE r ? ? r ? ?;i ?i f 1 ; i d r • ...,..,.... I { ; I\ - '.r,�— :C\ ; . .... _ j I METER PLACEMENT. SE OUNTED 7RANSFOR I 1 I h" ?? ? I f t I ,' It a< tt:,_I 1 INSTALL: , I 'O E MEPt PLANS MER AND POLE. pp 1� ,..,..,.,_ . , `..,'.., , ^) 1'I1., ............... ---- FOR INSTALLATION FRO J ;; f f ? f ' f f 1 (: ,8 r'r r.. ,:. I \, y„"..• CONNECT TO CONDUCTORS. PROVIDE i t ; , : , ,T# ...a,;•v'irN'1 r ;1-45' BEND ., ' .,: �'` M METERS TO i 1 .r� '? ? 1 f: ;; ! : ; i I ..f , . : _..-.. ,:" ' 'L: �' `" ",'.•..::;; i i�`t \\ ?III C..� Z BUILDING. METER. POLE. TRANSFORME r I i ! !f f fi , f t r f [ p ..:::A:^P "..L`."....,:I .E..:...t ! i f,': ,, AND - %i j ; \ CONDUCTOR. INSPECT ONES f f ud +f i ` : ii ; 4,.e.,...., _._..-.. _- i , f f.,5:i # . , . ` .,• t ""t,f I i - �� {^.•//� ^ _ - ......... TELEPHONE i( i 4ri1 : J' f „ I [ , M L ' ?5..i;:i':�,,,,eY, ""`'-w4..,.. ._. ............._. ..... 2.83 LF. 6 C900 PVC FIRE WL :=X li I,; ,� I �`7 . P WITH PULL STRNG AND AFROM MANITTO MAN TOLBUHON ri v_,,:r..r tZ n •::. o:. _g fII 1 LDINGSANDCINSALL Ir \ I BUILDING, AND BACKFlLL._ _ -- \X; i SERCETOPANELSEEPME1 j TE SERVICE CONNECTION. PLANS FOR DETAILS I'I"I I �;I I � COORDINA 1'y d J i `r rf , ;, , ti:�,.;, I ? i (:'fXi.>Yrn'v'f / 1y.1` { i < ! I I - I \ i ♦ sr g's 't:'TJ≥; '_"'^, ....._ tt 1->� f ; i? ?i1 ?[ ?f i i 7 r E 1 /` i" ,: z3 If? fb il( t i ri i ^' ii li ..•1 4 j , f f r f dr,c A I,, i II.'a,%''•'.._ w„I B i ,i :f ? f• .? r ? ) !' 7: .f tJ; 1 I fi. I .... i f i f; .-.s.._,— f, r f ,1 f "r"E . I: fl , ? f , z f ! . I I I'X - I 4 I I i •., f i•. f ,.d 1..{{t)y'�. I r. ?`` .r/r '•,r"/iZ,:t,w;:._ ` E r I Wi�C.:Ji..i:iitiv ;It; . r' f I . , ,Z J J ? I (I' .f , Ff i ? i1 ?! i , i i # Iif 'f f ; J if , ,':z'; Is .i } I ,f l t _aG. /' / \\ I I # 1. , F„.. : f t �, :1 i v i _ s ..:.: •:rvg - G G G t r rr , :f f I - rt. , Wk_.. ..... .y . —.-'_..:-.:.:...-'. . 8p / J / Y r .1 f :! f , ?I : i : f.r . ...._...... . >4... < e— , ... ... .... ... .. ......L.. . ._.... .... : �� Da h N T .... .... .. ... i' G t : ?E f I J ! I f: _4• OS to TZ O t. CONTRACTO , INSPECTION PORT [ aR MUST GIVE 24_. __. ... ` I a, HOURS NO G ,/� r 1 :fi, ._,Y..::a..._ ..: ... ,- e� o [ NOTIFICATION PRIOR TO WORK COMMENCING AND i EE MEP t FOR DETAILS AN a UZ U)b\ ~ I I INSPECTED BY A REPRESENTATIVE OF THE PUBLIC WORKS U r ;£ :; ;i.... .. t ._... *.. 4. s:vi.�..,.,...m.._:_—_,.-.. ........ ..... o1 I;„. �h:• I i , f r ..t— ' J ' ...i .:f i i :,g_ '=iL_ DIVISIONnBEF(OREMBACKFlLUNG. TILITIES r , ^.J ,...,r. ,� —,> T; : 1....i %t i �..` _..... ___-- $......... �. ..��� .._ ....... .._._ ._ _._...-,_ &e ei x t i I 2 t j I'.® -... ...... .....- ^^..0 ... fIr CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY AND SHORING. 91+ — EITH SC , r r r r :, z r :. f -I _ ..... ... _. . .. _. . 't ii I ( i r a. .;L < r :. ...:......... .<....— 9—:L ,r a. , r r i „ \l: ; ?:: ` \ i'' ''T"., d:A /' __..... __._.__ ... ... . ..... `'.•JJ,.. J.._ ;--'� /_r..{. .,.,. ..-. _ ... ........ ............ r 3. ALL UTILITY INSP �I ,-;f, }, P.Q Cj, - ( ECTiONS AND COORDINATION ARE THE CONTRACTO r' �' : r _ _ - ... .-- :���.' T1 RS RESPONSIBILITY. '.� , `'9..c, r r t th !`, :,,. .«:,, 1 ...... .._ .... --". �•-:•< t_ ..I f / _...-._�; •,„�. . ,_.„__... .t>_............> _ •, — ... ...._ .... .....> „.._.,, •.,: _ ., " 4, ALL WATER ONES SHALL BE 0900 DR18. cv ecs 1 /.....:......... <J rr „ r J , r f J r r ; t ......... ....� �`1 ._..._ a ....—.............._,_............_.._._. _ _.....__...._.......f;............_._..........� .... �, ...... ..... ..._..._ _._._.... , .0 .... ...,,•.,. ~ 0 OR SCHED F 80 PVC .. ../ -.,®.._,..��...;_.. ...._..__.:.._.._.- I,. -..., „;-..:.n:_ i6.......__............. _ ....._:.....z ...._.._........ _....... _......_.. ..........._ ...._..._ =ti^Y.�.,' ._.'I OTHERWISE NOTED. ii PIPE, UNLESS .„ J -...a--ii '............�»e, _..._. •ry. 71^..: •r - .._......... ... .-,_..._..._ ' 1 ....-__.. ..... _ .. ....—, ..._.... ...._... ^e`.r,:r-- Y^„i, 'O � �♦ Y r „• • r , ; J' ;,; �_ . ... _..C - 5. ALL WASTEWATER LINES SHALL —'s 3!. r . ;. ,. B PIPE UNLESS o�F 1 E DR. o�-. sjE.. 87 23 12" -. �®�..........®_.._... E:,t1.>:,y4 , 3i: ;TEa''1FiTTi:F: Nii_t '� OTHERWISE NOTED. 1 SS G ____, ..._....... .............. __ i 41 . 66 LO( _ .. UNDERGROUND �� { AL / 4'. J ` J - - - -" - "--- ---- ---- ..___ ._.,_ _.-, _......... -F xr UNLESS A MORE STRINGENT DETAIL APPLIES. HAVE SMOOTH SWEEPSAT LEAST 36 RADIUS ! CONDUIT O SHALLUS d __r ........... 6 A [ LL UTILITY `;cr II i APPROXIMATE - ,_,/„r`: - ............ ' / Z ` % , j ; „ ATE LOCATION OF — "'"' 7. GENERALCONTRACTOR IS TO FIELD VERIFY ALL UTILITIES PRIOR TO OF scae "CiJ f - ., r STA: 1+00.00 BEGIN 6 WWL. TIE INTO EXISTING i WASTEWATER UNE. CONTRACTOR IS TO? Ass / P'O'C' rrnr - < x �� ". /�>'` MMEDIATELY. IS FOUND HE/SHE SHALL CALL THE OWNER'S CONSTRUCTION REPRESENTATIVEY � � sn own ...g' ..!,::..:IY t:n`.,. i: :Fa' U Drawn 6y. CS 8" WWL• i FIELD VERIFY AND NOTIFY ENGINEER OE 8. EXTERIOR LIGHTING SHALL COMPLY WITH THE CITY CODE SECTION 106-521(c). ALSO REFER - J INSTALL: ANY DISCREPANCIES. 6' Irs :R:Ai. EAS'r,trrt T i 1 +•Z}i... ?53, r>:>. ._,._ ; '; Raikxcd br. JKS A �''- 1-6" CLEANO T _ TO ARCH./MEP PLANS. Daee AUGUST 7, zoos LOT CONTRACTOR TO FIELD VERIFY EXISTING WW, THE "" ''' a77 F' FLOWLINE AND NOTIFY ENGINEER. AN EXISTING / I ( I SHEET ss / «. n,N WW MANHOLE IS BURIED AT 872.7 COLLINGDALE I 'a j' ROAD. CONTRACTOR IS TO FIND EXISTING I i I ®I C103 ' MANHOLE, VERIFY FLOWUNE AND NOTIFY ' ENGINEER PRIOR TO CONSTRUCTION. STOP S r i I 93ic BEFORE YO g, 8 CALL U DIG 25`;,tE> ;" DIGTESS �s OF 4 ( Project Na B I 7 6 I 5 (at(east 72 hours prfo So digging) 955 oot 3 1 � I I- , it I! Ln "A ............ ... . . . ......... �Y -p ...... . . ... j. I ffJ! it It If if ..... C(q i 7 e44 q I it if i r IT,7 I c � if T-41 if V, -q j ------ — --- ------- - if ... ................ it if if ---7 ------ ----- ji if 1; ......... "J ket, fit J. .. cl— it . . . . . Z.. it if Q if !I it H if LIJ if 1! If if i iI If LiJ if it it C4 if I; it it, i i fill f r i d f f if It if I If .1 if if if I if if, I If if f 1 11 17 it if f if it it C-4 if f! if if it ii If I if j If I I! it is iii I I 1 it if ii it if it ............ ....... . .. . .... ....... 20� ........ . .... . ............... ....... N I -7 LOT 9 All a 12' 12' a a 5 aI I U a a U a �71 -A V -77 6 + t E. J. KAI 5 v C.J. 14, —T r T"77T I C A. J: VOL. 660, PG. 572 D.R.H.C.T. 12.01' . 12' f 12' 12' IMES D) SOMERTON PLAZA UNRESMIC'MD � BLDG AREA: 16,500 SF SRESERVEROOKGLa� , b: EN F.F.E. = 23.0 iSECTION ONE VOL, 153, PG, 99 .64 KCMR. A /'FE3 C;J.4 4 I —LL T 7-7 1 5 ii 11 E1 T -J� 51, '4 I I I I I k 7— 7 —4 It- * �� I - a1 .. 2i C.J. 6-- .6 .J. 4 �7 4 Lj -4 1 v. i Q F I u ui , ':'� mm. 12' 1 12' 1 12' I 12' 1 12' 17 12' 12' 1 1 12' 1 12' LOT 5 ( r) in ui , -FdJ (cif,fm 42' C6CifLUH'Vi l6 5Me, 0,14 S", Lr a 57077e7 --."A' Z c. 95e— Of — A9 r 1�tz In N i-- ate VoL, -,4a. F>a m LOT 4 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' LEGEND 61 a6 66 ACCESSIBLE PARKING 8 vAN VAN PARKING EXISTING PROPOSED CR rW CART RETURN CORRAL X X CHAIN LINK FENCE +.4.tp UGHT POLES --CE— OVER HEAD ELEC. LINE —OT— --UT— OVER HEAD TELEPHONE a POWER POLE STORM SEWER LINE Jr Jr DOWN GUY w WATER LINE 10 QE ELECTRIC METER WASTE WATER LINE 111 ELECTRIC TRANSFORMER Fla FORCE MAIN —UE— —TIE— UNDERGROUND ELECTRI 0 ELECTRIC PULL BOX —UT— —4ff— UNDERGROUND TELF FIRE HYDRANT —0— GAS LINE WATER VALVE PROPERTY LINE WATER METER S-3,4.7 CRITICAL ENVIRONMENT F91 UTILITY VAULT FEATURE @ GAS VALVE ct LIMITS OF GONSTRUCTH I O m CURB DRAINAGE INLET Em N GRATE ORAJNAGE INLET HEAVY DUTY CONCRETE (SEE DETAIL SHEET C602) coo COO CLEAN OUT DCO 00 DOOM DOUBLE CLEAN OUT 0 0 MANHOLE BOLLARD UGHT DUTY CONCRETE SIGN (SEE DETAIL SHEET C602: PARKING STALLS EXPANSION JOINT CONSTRUCTION JOINT NOTES: 11) ALL PROPOSED CURBS ARE INTEGRAL CURBS, AS SHOWN ON DETAIL SHEET C601. 2) ALL PROPOSED CURBS ARE MONOLITHICALY POURED. SEE NOTE ON INTEGRA CURB DETAIL ON SHEET C601. 3) 5- TO 6- THICK CONCRETE SHOULD HAVE CONSTRUCTION JOINT SPACING Al 12' MAX. AND EXPANSION JOINT SPACING AT 75' MAX. 4) SEE SHEET C602 FOR PAVEMENT DETAILS. 5) SEE SHEET C602 FOR EXPANSION JOINT AND CONSTRUCTION JOINT DETAILS. 6) DOWEL INTO EXISTING CONCRETE AT ALL LOCATIONS ACCORDING TO CONNECTION DETAIL ON C602. 7) ALL PROPOSED PAVEMENT IS CONCRETE PAVEMENT, SEE DETAIL ON SHEET C602. u co Ln 0 co LA x C u u cc 4j 0 0 0 < 1111111111. r a. cle < 0 Lu X LLj F- Z z Ljj LLJ Lu > 0 c o r� r ILI 0 u 111% ...'F x %j ................... J. KEITH SCHAUER ................................. 81658 s . ........... AW , ;G �` I��A W Scale: As Shown Designed by. TR Drawn by. CS Re&wW by: JKS Dale AUGUST 1, 2006 SHEET C104 9 25 OF Project Na: 955-001 Lmmmmommmmmmmmmmommmol 8 7 I 6 I 5 I 4 3 SOMERTON PLAZA'S DETENTION - MITIGATION CALCULATIONS SOMERTONPLAZA SD'EAREA ft2 acre 85667 1 1.967 SITEAREA'S HARRIS COUNTYDRAINAGE DETENTION POND AREA IMPERVIOIRARFA LANDSCAPEARFA DITCH AREA ft, acre ft2 acre ft2 acre ftZ acre 13088.74 0.300 8632.86 0. 198 52668.50 1 1209. 11276.90 0.259 TOTALAREA 1 85667.00 ftZ 1 1.967 acres RUOUIRED DETENTION CITY OF LA PROPERTYSIZE W/OHCFCD PORTE VOLUME VOLUME STORAGE DITCH RATE acre ac-ft/ac ft3 ac-ft 1.666 02 14515.65 Q333 REQUIRED FLOODPLAIN FI.L MHTGATTON ON-.-.. SITE -.... FII.LVOLUME ...... I VOLUME I VOLUME d3 ft3 I ac-ft FLOODPLAIN FILL 561 15147 0.348 NOTE FLOODPLAIN ELEVATION IS LESS THAN 22.00 ft. REQUIRED DETENTION AND MHTGATION TOTAL VOLUME ft3 act-ft 2966265 1 0.681 SOMERTON PL47AIS PROPOSED DETENTION - MITIGATION CALCULATIONS PROPOSED PARKING LOT DETENTION DRAINAGE AREA AREA AREA VOLUME I VOLUME ft2 acre ft3 I ao-ft A5 11005.65 0,253 1485 0.0341 A6 13261.15 0.304 1363.5 0.0313 A7 11065.01 Q254 796.5 0.0183 A8 '0984.86 0.252 718.20 0.0165 TOTAL 463I .67 1.063 4363.20 0.1002 PROPOSEDUNDERGROUNDSTORAGE(PIPE) PIPE RUN SIZE PIPE AREA LENGTH VOLUME VOLUME . in ft2 ft ft3 ao-ft 18 1.77 70.44 124.48 0.0029 24 3.14 517.34 1625.27 0.0373 TOTAL 1 4.91 1 587.78 1 1749.75 0.0402 PROPOSED DETENTION POND VOLUME VOLUME ft3 ac-ft 28374.36 0.6514 SOAMTONS PROPOSED DETENTION- MHTGATION VOLUME TOTALVOLUME ft3 I ac-ft 34487.31 0.792 SOMERTON REQUIRED TOTAL CHILES REQUIRED TOTAL TOTALREQUIRED DETNETION-MITIGATION ]DETENTION VOLUME VOLUMEFORSTTE VOLUME ft' I ac-ft ft ac-ft ft ac-ft 29662.65 1 0.681 5212.00 1 0.120 34874.65 1 0.801 SOMERTON'S PROPOSED CH LPS TOTAL PROPOSED TOTAL PROPOSED TOTAL DETENTION- DE ELATION -MITIGATION VOLUMEFORSITE MITIGATION VOLUME VOLUME ft' ac-ft ft3 ac-ft ft3 ac-ft 34487.31 1 0.792 12002.01 0.276 46489.32 1.067 VOL. 660, PG. 572 // /// I. / CONCRETE PAVEdM€ ..................................I. __ ........_--..---- .............................. ,i5�!f'::)C;,� ................. _....,............... 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'II ;t .f ' 1 jjj it'Y,. i t 11 1 i f A, 1 1 i i i iuj1i 11, i, (,i I i i ri I i 3f{ (f: I! f?1 tit :t F i 1 !I i i f rp; H ? I t I i i 1 '1 I t ,, .-. i I it ! f rI if ;. I i f I V V �� \� F , .. i. r.:t� t......... ............ .. r ..: _ .. I 1 /� �' i ,A If f" t , r'� i �'. , ....... , F E I,...c. I ; I f ::.i E:.€.::.. 2C?.3r r, .. .....-.. .j 1 .........--.`__..._ ..........................._ -,- slit A {/� > >.. IINR` • i I ,.. E..': _..... . . T ':I ti'i".. / I :' „ / . �.., t_Er �/ < r r. j1 F" 3 ,til/. GY >/ i :ti' . �/ Ste` � 't 2 1" , s t < ..,, "..., / r.:� r . F.. 0 1" ,. d- v,_ r NNI qN 8 p _. g 5 9 a 0 20 40 10 30 GRAPHIC SCALE: i" = 20' ID CR rW CART RETURN CORRAL -x--'x- -a- -OT- -x-x' -M- -OT- CHAIN LINK FENCE OVER HEAD ELEC. UNE OVER HEAD TELEPHONE EXISTING PROPOSED -m ® STORM SEWER LINE * +,1r. LIGHT POLES - w - WATER UNE � a' POWER POLE -wy,,- - WASTE WATER LINE JJ DOWN WY -N- -FM- FORCE MAIN °' -UE- -M- UNDERGROUND ELECTRIC EI ❑E ELECTRIC METER -UT- -IR- UNDERGROUND TELE. 1 QT ELECTRIC TRANSFORMER - G - - 0 - GAS LINE ® m ELECTRIC PULL BOX ---- PROPERTYUNE liatm $ FIRE HYDRANT DS-3,4,7 CRITICAL ENVIRONMENTAL Xw a WATER VALVE FEATURE � 13 WATER METER _0"' LIMITS OF CONSTRUCTION ® � UTIUTY VAULT -FL -FL -FL -FIRE LANE © © GAS VALVE DIRECTIONAL FLOW ARROI o m CURB DRAINAGE INLET ® E GRATE DRAINAGE INLET Z coo COO CLEAN OUT[9.2qO EXISTING DRAINAGE AREA DRAINAGE AREA (Ac.) DCO 00 DCON DOUBLE CLEAN OUT 0 • MANHOLE BOLLARD 74 PROPOSED DRAINAGE AR) (/ 20 ® PARKING STALLS 3.75 DRAINAGE AREA (Ac.) & Raj. & ACCESSIBLE PARKING k - - EXISTING DRAINAGE AREA VAN VAN PARKING BOUNDARY PROPOSED DRAINAGE AR 1 BOUNDARY TSARP FLOOD ZONES ..._ STANDARD HCFCD NOTES FOR U N DRAWINGS. CONSTR C110 CONTROL DISTRICT HCFCD PROPERTY 1. NOTIFY THE HARRIS COUNTY FLOOD CON (HCFCD), i MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION „" ,,, as .x : ' :...J..,. !z_.:::- '<. �e.: •' CONSTRUCTION DRAWINGS TO:HCFCD. F ORM AND A COPY OF THE APPROVED CONSTR , V: ` r f.F:... t ... 1. ....... ,-, ,_,,..........- ::::..,;..�...,,.,_... 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY -i I I -"'� MANAGEMENT DEPT. -. I A " ._I.. ..."""'.'-�.,.'..... 21.0���---.....:...... ,, j t �' 2. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD), PROPERTY I� ... I. �;,^RS k :,.. f :�.� MANAGEMENT DEPARTMENT, REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN .: E N :` HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO . ; .L, ...._.. _. _. , . :i; jj AND/OR EASEMENTS REQUESTING INSPECTION, THE DRAINAGE RIGHT-OF-WAY A D Q E O 1 1 I SHALL BE STAKED AND FLAGGED. 1 i.: I < l........:-:r . 3. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. 4. BACKSLOPE SWALE AND INTERCEPTOR ELEVATIONS AND LOCATIONS SHOWN FINAL ELEVATIONS A ON PLANS ARE APPROXIMATE. ND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. ::: t''"` -" -" """"' `� "' """"' - - -'-.'- T 5. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR € RIGHT-OF-WAY, THE CHANNEL BOTTOM AND WHERE DETENTION RIGHT OF WAY EXCEPT . - if : STRUCTURAL EROSION MEASURES A RE USED. MINIMUM ACCEPTANCE CRITERIA : ARE 75% COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION OR RILLS ar r DEEPER THAN 4". _ ` i `:-... >' `.::.: �:� .:-..::::�.::.:m, 6. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATION, SEC 110N 02315-EXCAVATING AND BACKFILLING OR EQUIVALENT. i ` 7. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY TO ENSURE NO WATER IN STORM SEWER I ! DURING "DRY" CONDITIONS. "' �"����"--"--""' 8. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL (-I;�'-'`'"" I :jIj TO ORIGINAL CONDITION. I I!! 9. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD __..................._..._--- J " I TO BE PLACED 0 DRAINAGE RIGHT-OF-WAY. NO FILL S 1: CONTROL DISTRICT R � i �l 1 OUT FIRST OBTAINING A FILL O I WITHI N A DESIGNATED FLOOD PLAIN AREA WITH .......................... 3 i :' ; -: : `:..:�'<t;::' n ir-^ f ,n.i, PERMIT FROM THE APPROPRIATE JURISDICTIONAL AUTHORITY. r` i 10. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND N 7`<';) ;tdi'jd•'v�=-1`%4? %' r:'N Si!'fE FEDERAL PERMITS AND APPROVALS WITH ASSISTANCE FROM ENGINEER, IF ....______.... . ,d. .. .. ?it J;.Y f NECESSARY. G, %' 17, _ �,._ :,, . 3 .Y.rr.,/ C::1.; 1, ,r.,.f ,iciti'.:T1 f.93 N 1 Lm _. R,,T - II i , •a° - . '''. N BItO�T C,t.E1N SECTION X `;.. I G'�x , P� NOTES. I i1.. REFERENCE UTILITY SHEET C103 FOR ALL OTHER UTILITIES . 1. EF i / I I '.�... I ., CONTRACTOR THE STORM SEWER LI NE CROSSES THE UTILITY LINES THE O i 2. WHERE E .................................. . S OR ADJUST THE 1 ,: SHOULD EITHER ADJ UST THE STORM SEWER FLOW LINE Z I' ". 0 AVOID CONFLICT. i. DEPTH OF THE DRY UTILITIES T , ................................ I ( r ........ ! " O 4" REDUCER WILL CONNECT DOWNSP OUTS TO 4" PVC. ��-------� 3. A 6 T 11 I `J) I '; 4. NOT ALL DRAINAGE APPURTENANCES ARE SHOWN. TYPICALLY, THERE ARE \_ _ I - -- € ,x+ € I, t.. TEES OR WYES AT INTERSECTIONS. CONTRACTOR SHALL INCLUDE THESE ` I - E -_E_. ___.. f IN BID WHETHER CALLED OUT OR NOT. E i : ,,,...... . I I f ........--z«. �•t ,fiYf:. , / 1 ; r r :: , , ... ... : ; ............. tT I i ; rr 'I: n .1 , r t ;! i :T„! r rt ! /frrT.: },;t f f :.,� > ,• rl i � / :! 8 LF 4" ® tit f ._. I + r : ( . ; _,.. ! 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F--_.s;, i i j ! `r r. 11' I zs I ,If III � 1 a} % I I I r, ", 1 g, I` I' i t l i I <- {...J.<, if { 5-t v{ , 11 J i I i I' Ji !i ;t ue i rj. / ' f z 1, f ;...,,.,..1,11_.I r ,, t ;' :r -T S OM�R O /' ; i „ ,/C B�DO AR A / TA I . a -':'At C rC ff rC , ■ is I _ ,..L..._...�...... , , I i.�:ST; STALL: I f:; 1- - .:.s ": f f. i.11 .. +r•> I i /) .................. 24>. 8LF4"® i ! 1.0% SLOPE i i \ 8LF4"® 1.0% SLOPE `� � r: :,, rI ,,;'',;t a `:)..:., 1::::I r ,fit; I, J 11 IT,11.1 Y%.4 \:, , ;, PLAZA= >` 1 UNRESTRICTED / -+: �,.,.- i' �'49p+aw `E 1 r� 0- 1'S. , j' i \ / { ',\ .. ....,..,. 11 r, +.!i', ,, t ., 1. h ? 'i J V"HIt , 1 ^ C'i . ulA,. l,._L. d,,. ,Q.1' '"Fi. SEE DETAIL ` c -i !IAA' .t .-.. U, 8 m 11 SEE SHEET C802 APPROVED DETENTION POND FOR THE HARRIS COUNTY FL00 CONTROL DISTRICT (HCFCD) PREVIOUS APPROVED DRAINAGE PLAN. CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) I U C C vi y d ro = ui to m o 0O a � N W mm . i 12 N X N is m y z C I 0Co 03 0 0 n Q 1 10 99 I I O_ 1 �`,_" Q N V Ln Z /L 4 T J m. Z OG Qv W O W V W V Z w W W W Q O Cie De 0 O V) \1/ U 0 1 O V 9s 1� •, 1 CEITH S E 8165. 111joII � ;c,, -...�IIS STEGi t N Al • ��7 ��• r Sale As Shown Dokmd by: TR Dmwn by: CS RMewed by:, ,{KS Date AUGUST 1, 2006 ^ SHEET C105 10OF25 Project NOV. 955-001 Lmmmmmmummmmmmmmmmi 7 6 5 4 3 L r ,. •-- w r t f r �' y i f f t it1 ? 3 ? Y i� llih ;i.4 ......... •1 f r / f: r , 7 i 1 s. t i If l ifi if I r; I k "I ry� fr Pj , i ,Ii i l if 111 ..,��... f ; tr f 1 t lir•t / a C S.i e 3 f # f i i f f r0 i ( 4 i i f .r 6. I . € 1 , aJ K" \_k f ?tA_ t e • ! (fir %=T t i-:•l !] r i 0 d, f it f if Eli `e} t i i j C_i I, i f Eli i i f —f i i 7 ? 7 f 1 r' + t if i if fi! if! f ? i. r i. r t i F} . ? ? ? ?i lit if, ! ill i i - if ifi i 3 'i ! i' f' I ? f t If f it !r! L I it 11 1 if 11 if tr 11 it t it i J :+ !i f if , ?1 r i f Ii 'f ff i (1 f ' ti 1 ft L ,rt 11 J 1 t ?7 . it : i. t J i it I ?i ti f fi j i ft i �i ly , J r , It— f KI 1, r j I J Z v iit Y } f`,., i iLLL t t jr, i i i r it 1 L I rt \it r Li r + .............rr t , it ' 3 \f. j eX f ii V t f t ' ,: r ' f € r- a I LI' \ f i \ \ f it ( . F �_i._ f - f i I f i if t if i lit ' L_1 Li fr it d t �rr y t iE } i t f_ { i °f i r j j( t f - 't•.J, # P. { rj f s t .r rr S ? J? If i? j i, t r f r 1t?i 1_ If r VOL. 660, PG. 572 D.R.H.C.T. • I 04 pfas r i % ■ MEND �. P8 T0�1 P SOMER , r // .AREA BLD�... i : rC rC r r r p, r�.1 � 11 it %•:n ' 3.'i /.. 'C. C Ell f / I � I , Z A JI ♦(...1 �:.nir DESERVE rO°'•....::.......�• • " q 3 1-0 \ 6 ' r ...Q r RUNOFF COEFFICIENT ... .._... _... ....... ..... _ ................. Coasm€o= 0_45 —CPRED DPGS= 0.89 - 0 20 40 10 30 GRAPHIC SCALE: 1" = 20' LEGEND 61 b• 6, ACCESSIBLE PARKING @ V M VAN PARKING EXISTING PROPOSED CR 17�'• CART RETURN CORRAL -X-X- -R-X- CHAIN LINK FENCE . .4r.M LIGHT POLES —0E— —06- OVER HEAD ELEC. LINE s' -oT- -UT- OVER HEAD TELEPHONE cQ, Q POWER POLE -ss- STORM SEWER LINE t w J, DOWN GUY - w - WATER LINE 10 QH ELECTRIC METER -wx- WASTE WATER LINE OT TQ ELECTRIC TRANSFORMER -1i,!- -'M- FORCE MAIN -UE- --M- UNDERGROUND ELECTRIC ® m ELECTRIC PULL BOX -UT- '-VT- UNDERGROUND TELE. FIRE HYDRANT - c - - 0 - GAS LINE pdwv O WATER VALVE - - - - PROPERTY LINE © Q WATER METER DS-3.4,7 CRITICAL ENVIRONMENTAL © © UTILITY VAULT FEATURE © © GAS VALVE LIMITS OF CONSTRUCTION O CURB DRAINAGE INLET —Sr— SILT FENCE ® GRATE DRAINAGE INLET CO 0 CO o CLEAN OUT DCO 00 DCO "" DOUBLE CLEAN OUT O O MANHOLE • BOLLARD - SIGN 20 ® PARKING STALLS EROSION CONTROL LEGEND OINSTALL STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL SHEET C603� — — — ...... .......__.__............... © PLACE 388 LF SILT FENCE. SEE DETAIL SHEET C603. —..----------,-------------------- ..............................._..................__..... © FILTER DIKE CURB INLET PROTECTION. SEE DETAIL ON SHEET C603. COD AREA INLET PROTECTION AT GRATE INLET AFTER PAVING IS COMPLETE. SEE DETAIL SHEET C603. "11 . z ......... O PLACE 274 LF TRIANGULAR FILTER DIKE UNTIL ALL AREAS ARE STABILIZED. -------------------' '.A O SWPPP MAILBOX. . ............ jf I ........ ............ \\...4` T 1. A STORM WATER POLLUTION PREVENTION PLAN HAS BEEN CREATED FOR THIS PROJECT BY DOUCET & ASSOCIATES, INC. A NOTICE OF INTENT HAS BEEN SUBMITTED BY MYER'S COMMERCIAL TO T.C.E.O. AND IS PART OF EDTHE SWPPP. CONTRACTOR IS RESPONSIBLE FOR THEIR N.O.I. 1 2. SILT FENCE INSTALLATION SHALL NOT JEOPARDIZE EXISTING LANDSCAPE VEGETATION ESTABLISHED DURING PRIOR PROJECTS. i j / 3. CONTRACTOR SHALL POST THIS PLAN SHEET IN PROMINENT LOCATION. ANY BMP I 1 CHANGE TO THIS SITE SHALL BE ADDED TO THE DISPLAYED PLAN SHEET BY HAND BY THE CONTRACTOR, DATED AND INITIALED. EROSION CONTROL NOTES: 1. GENERAL CONTRACTOR AND OWNER ARE RESPONSIBLE FOR PREVENTING THE FLOW OR OFF -SITE TRACKING OF SEDIMENT AND OTHER POLLUTANTS TO EXISTING STREETS AND ADJACENT PROPERTIES. 2. ALL POINTS USED AS A TRUCK EXIT FROM AREAS OF EXPOSED SOIL MUST `. ............................... "" """.."..""' ..... .........................."' HAVE A ROCK STABILIZED CONSTRUCTION ENTRY/EXIT FIFTY FEET IN LENGTH WITH 3"-5" OPEN GRADED ROCK WITH MINIMUM THICKNESS 8 " __ € I 'Y�€;4 » DEEP SEE DE TAIL ON SHEET C603). GENERAL CONTRACTOR IS RESPONSIBLE 33 ° , r• r " �"'°�'��'� '� �• - "V' � '�"= � FOR MAINTAINING ACCESS POINTS AND PREVENTING TRUCK EXITS AT W r• i t5 r ': r" UNPROTECTED LOCATIONS. i g '-" N " ------------ ' `- 3. IF "SUMP" PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, r FILTER THE DISCHARGE TO REMOVE SEDIMENT AND OTHER POLLUTANTS �,R> :{;.I ,�,f,y, BEFORE THE WATER LEAVES THE SITE. llr.f JlT c r: Sf "01 <<r : 4, PERIMETER EROSION CONTROL MEASURES AND THE ROCK STABILIZED I..L... ,~ - i _, m ,.(.............. .... ....................... ..._.. CONSTRUCTION EXIT MUST BE IN PLACE BEFORE STARTING SOIL RTy ,.... ?1E5a=a-';T DISTURBANCE. -- '----'-'-"-"' ' ,_L_I SECTICN t 5. DISTURBED SOIL MUST BE STABILIZED WITHIN 14 DAYS IN AREAS WHERE :� ,..•> ) ... ...._.H,Nam....................... _.._....... GRADING IS TEMPORARILY OR PERMANENTLY STOPPED FOR MORE THAN 21 O DAYS. -• , t t .............._........... � 1 I O „ I 6. ALL SURFACE AREAS DISTURBED WITHIN OR ADJACENT TO THE , .. I 1 i .................. STABILIZATION ED. S A CONSTRUCTION LIMITS MUST BE PERMANENTLY STABILIZED. f •. . j : , Z ........................................................._.... j IMPERVIOUS STRUCTURES I IS COVERED WITH IMPE IS OBTAINED WHEN THE SITE �\ ... ..................._....... PERENNIAL VEGETATIVE COVER.THE PERENNIAL PAVING OR A UNIFORM PEREN 1 VEGETATION MUST HAVE A COVERAGE DENSITY OF AT LEAST 80 PERCENT. .. ......... .....MAINTENANCE.................................__............. J , STABILIZATION IS REQUIRED BEFORE TERMINATING \ I ' r C i•.... G x � � REMOVAL 0 F EROSION CONTROL MEASURES. ;,•••.Yl,, �-----'-'-----' -----' 1 ?\. ..�_, 'd 7. THE GENERAL CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES ....................1_,,, AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS AFTER A STORM {i•':-1 EVENT OF 0.5 INCH OR GREATER TO MAINTAIN FUNCTION OF THE CONTROLS, MAINTENANCE IS CRUCIAL TO EROSION CONTROL ,� ____ I r~.T:,.«;,, EFFECTIVENESS. EROSION CONTROL MEASURES THAT PROVE TO BE \ , - 4 ^„/`•'\_.:...,`. I....) INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES. f 1 is t� ifi ( i f f ,j''� 3 \�\\. k • f it T I.;6. f, 1 i ...._1 ., t D D :....... 4j._.. ,i..— ._.„...... t q ' ' :.• 1 a , , r; iIf Eiji i f� t r 3 Y. 8 Y i;••...... 3 i „ _ "^ne; f i / ,... 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XS Data AUGUST 1, 2006 SHEET C301 11 25 OF Project No: 955-001 UNDISTURBED - EARTH OR COMPACTED FILL REINFORCED CONCRETE PIPE (RCP) AND CONTECH SPIRAL RIB PIPE SMALLER THAN 60"0 N.T.S. 12" MIN., O.D. 12" MIN. 18" MAX 18" MAX UNDISTURBED EARTH OR COMPACTED FILL PIPE SPRING LINE FINAL BACKFILL INITIAL BACKFILL HAUNCHING 4" BEDDING (MIN.) ALL OTHER PIPES INCLUDING CONTECH SPIRAL RIB PIPE 60"0 AND LARGER N.T.S. STORM TRENCH AND BEDDING NOT TO SCALE DUCTILE IRON TAPPING SADDLE w/GALVANIZED ROW LINE NOTES: STRAPS 1" CORPORATION 1. "FORD" CONNECTORS Y 44-264 OR APPROVED EQUAL SHALL BE STOP METER BOX, TYPICAL USED FOR MULTI -SERVICE. SUCCESSIVE TAPS INTO WATER MAIN 1" POLY -TUBING WILL BE NO CLOSER THAN 24" APART. POTABLE -LOT LINE 2. ALL CASING PIPE SHALL EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WITH A CASING DIAMETER TO BE NO LESS "FORD" E VICE WYE POTABLE THAN 3". CONDUIT SHALL BE MARKED WITH A 3M MAGNETIC MARKER. 1" POLY- BI , TYPICAL CUSTOMERS CURB STOP GATE VALVE 3. TAPPING SADDLE, CORP. STOP, POLY TUBING, CURB STOP, AND WATER MAIN METER METER BOXES SHALL BE INSTALLED BY UNDERGROUND UTILITY CONTRACTOR AT THE TIME OF WATER MAIN INSTALLATION. MULTI -SERVICE CONNECTIONS PLACE CURB STOP AND METER BOX WILL ONLY BE ALLOWED SERVICE INSIDE LOT LINE AT LOT CORNERS. 4. MATERIAL SPECIFICATIONS FOR TWO SINGLE FAMILY LOTS. a. TAPPING SADDLES: MULTIPLE METER SERVICE CONNECTIONS SADDLES SHALL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE N.T.S. STRAP AS MANUFACTURED BY FORD F202 OR 202B OR APPROVED EQUAL. MIN. SADDLE SIZE 1". b. CORPORATION STOPS: SHALL BE BALLCORP AND MADE OF RED Z FINISHED GRADE BRASS -OUTLET -COMPRESSION TYPE FOR POLYETHYLENE TUBE AS 0 PHALTLONG. SIDEWALK MANUFACTURED BY FORD FB 1000 OR APPROVED EQUAL. o 0 A PAVING 18" MIN. COVE W UNE COMPRESSION INSERT -SHALL BE STAINLESS STEEL. c. CURB STOPS -BALL VALVE: SHALL BE MADE OF RED BRASS -INLET -PACK 40 P JOINT -OUTLET -SWIVEL NUT FOR METER CONNECTION AS 3" SCH \ MANUFACTURED BY FORD-B 43-344 OR APPROVED EQUAL. CONDUIT SHALLIBE POLYETHYLENE, PE3408, (AWWA C-901, SOS 9-200) & DUCTILE IRON GATE V LVE ` METER BOX BLUE IN COLOR. SIZES SHALL BE 1 1/2" UP TO WYE AND 1" WATER MAIN TAPPING SADDLE') AFTER WYE FOR LONG AND SHORT SIDE SERVICES, AND 1" UP TO w/GALVANIZED AMt METER \ WYE AND 3/4" AFTER WYE FOR SHORT SIDE SERVICES. STRAPS // IS. METER BOXES: WYE STRINER REDUCED PRESSURE 3/4" TO 1" METERS=ALLIANCE 12" AUTOMATIC METER READER CURB STOP ZONE DEVICE (AMR) BOX (16AMR SERIES) OR APPROVED EQUAL, CAST IRON READ LID 1 1/2" TO 2" METERS=ALLIANCE 12" AUTOMATIC METER \ READER BOX (16AMR SERIES) OR APPROVED EQUAL, CAST IRON READ LID f. POLYETHYLENE PIPE (PE) FOR PIPE SIZES 1/2" TO 3" SHALL / MEET THE REQUIREMENTS OF AWWA C-901. / 5. ALL PLANTINGS SHAH BE A MINIMUM 3' FROM METER BOX. TYPICAL WATER SERVICE METER DETAIL NOT TO SCALE RETAINING WALL SCHEDULE heaff WALL WIDTH POOLaID DEPTH FODTCaa Welk TOE YlaliFl BBlTVERT. REQIWRCUla ow-sHr I r S 24 T-0` a4®1r C.0. Nam 1I PLLYAMIN TroPNW1BHW.BEpA18H® tDOTINGSHAL CLEwRBALUI 2) FOOTINOE{WLBE D�TAllIDIEYEt_ STEP BOTTOLIOFFOCTINO W ORAOE,OONOTaIDPE BOTTOMCa 4) SICONCRME 4) DESIGNM5mONGEDTECIICNIMDoACiIOND! REPORFI MWL BY OC 1/dlaPATOPoEa.aMn DATEMXWA 8) PROMO RDANCI WITH EECFfl1BEUTYPDO. MACCORpWCENT1110[OT�IDBtYLPH+pRT. - �RZAINING WALL Nra SDI BIIEIETA88AYWll DA7E ACT# 7R5D/ 11f.10B am%iBAaclC mkIL TEXAS ramNXNmAY"waw DESIGN amiaP Ale1TINTX TAM ININml.,oe"wIFSM LLG RTAsla�ieW GENERAL NOTES 1. BEDDING SHALL BE CLASS I -A WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED, THEN BEDDING SHALL BE CLASS I-B COMPACTED TO 95% STANDARD PROCTOR. (SEE SPECIFICATIONS FOR GRADATION). 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I -A OR CLASS I-B OR CLASS II COMPACTED TO 95% PROCTOR. 3. INITIAL BACKFILL SHALL BE CLASS I -A WORKED BY HAND, .OR CLASS I-B OR CLASS 11 COMPACTED TO 95% STANDARD PROCTOR. 4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS III COMPACTED TO 95% STANDARD PROCTOR. 5. FINAL BACKFILL SHALL BE CLASS I, II, OR III COMPACTED AS NOTED IN NOTES 3. AND 4. 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS IV -A COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-LATEST EDITION. 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. CLASS III AND IV -A MATERIALS SHALL BE COMPACTED NEAR OPTIMUM MOISTURE CONTENT. 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) 0 0 0 0 0 o O 0 0 TAPPING SLEEVES TO BE FULL BODIED, CAST IRON OR DUCTILE IRON WATER TAPPING SLEEVE NOT TO SCALE WHEN A COMMERCIAL DRIVEWAY OR CURB & GUTTER IS CONSTRUCTED, RECONSTRUCTED, REPAIRED OR REGRADED ON COUNTY RIGHT OF WAY USE THE FOLLOWING: A - USE FOR ALL PROPOSED DRIVES ON CURBED TYPE STREETS: 1:50 MAX CROSS SLOPE F4 O 24' C/C R.O.W. LINE PROP. SAW CUT 18' BACK OF 3• CLEARANCE GUTTER UNE EXIST. CURB STANDARD A e' SIM OVERLAP I EXISTING PAVEMENT 8� 12' 3' CLEARANCE BOARD EXPANSION EXISTING (T�•) OR 1/Y NON -EXTRUDING O ON-E TRU PAVEMENT PAVEM T 7' THICK REINFORCED CONCRETE PREFORMED JOINT (SEE GENERAL. NOTE NO.7) WUBORTADE TD 9s% STANDARD PCrsOg�g B - USE FOR ALL PROPOSED CURB REMOVAL FOR DRIVEWAYS 4' MINIMUM METH OF DRIVEWAY R.O.W. UNE 36 MAX. T SIDEWALK SLOPE USO MAX SIDEWALK i 1' BOARD EXPANSION OR 1/2' NON-EXLRUDINO PREFORMED JOINT DRIVEWAY RADIUS 5' MIN./ 15' MAX. BACK OF EXISTING (TYPJ CURB (TYP.) I 12' TO 18' SAW CUT GUTTER UNE EXTEND EXISTING EXPANSION JOINT FROM (PROP.) STREET INTO PROPOSED DRIVEWAY, ONLY WHEN THERE IS AN EXISTING EXPANSION JOINT IN THE STREET AT THE PROPOSED DRIVEWAY INTERSECTION. DRIVEWAY ON CURBED APPROVED IY: DRAWN BY: CONCRETE OR ASPHALT STREETS J.R. 6LOLINT CASTANEDA, C. DAT15 DRAMNGDW-1 COMMERCIAL AREA NOV 2005 HARRIS COUNTY PUBLIC INFRASTRUCTURE ALL DIM TO BACK OF CURB 6" 1" " RAD #4 CONT r #3 ® 24" OC EW � A " RAD D Q 3 w• s b L ° LIME STABILIZED SUBGRADE CURB SHALL BE POURED MONOLITHICALLY INTEGRAL CURB DETAIL NOT TO SCALE 15M (#5) BARS CONCRETE PAVEMENT PATCH AT MID -DEPTH ITEM 403S CLASS "A" CONCRETE 0.5"x5" REDWOOD V-8515 CLEANOUT FRAME AND CONTROL JOINT COVER EAST JORDAN IRON WORKS OR EQUAL 5" CONCETE 18" PAVEMENT SUBGRADE •.: •::.'.;.::' °•' ° ' SUBGRADE ;,\�N �6" SDR-35 THREADED PLUG 3/4"x1.5' SMOOTH DOWELS 6" H X F.I.P. SDR-35 2 ON EACH SIDE, EQUALLY ADAPTER SPACED. GREASE ONE END. SDR-35 PVC PIPE ALL DOWELS TO BE INSTALLED STRAIGHT AND SECTION B-B LEVEL. o�F�'Q1 U �0 M_ ( w V-6" TYP. CONCRETE PATCH I VALVE CASTING 15M #5 BARS MID -DEPTH OF CONCRETE-4 NOTES: PLAN VIEW SIDES (TYP.) 1. SERVICES SHOULD BE DESIGNED TO AVOID ALIGNMENT WITH DRIVEWAYS. 2. SUBGRADE SHAH BE COMPACTED. 3. FRAME SHALL BE ADJUSTED TO GRADE AFTER FINAL UFT OF OVERLAY IS IN PLACE. 4. REINFORCING STEEL. WASTEWATER CLEANOUT NOT TO SCALE GENERAL NOTES 1. PROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTER UNE AND GRADE SHALL MATCH EXISTING STREET. 2. PROPOSED SIDEWALK SHAH BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2 INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING NO.3 FOR ADDITIONAL INFORMATION AND DETAILS. 3. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES THICK, FROM PROPOSED SAW CUT TO RIGHT-OF-WAY UNE (PROPERTY UNE). 4. PROPOSED DRIVEWAY REINFORCING STEEL IS TO BE #4 DEFORMED SPACED AT 24 INCHES C.C., EACH WAY, WITH 10 INCHES MINIMUM LAP (6"X12" W5XW4 AS ALTERNATE) FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE. 5. PROPOSED DRIVEWAY REINFORCING STEELL IS TO BE TIED TO EXISTING ROADWAY REINFORCING STEEL WITH A MINIMUM LAP OF 8 INCHES. 6. PROPOSED GUTTER LINE IS TO BE MAINTAINED AT FACE OF EXISTING CURB. 7. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT CURB FROM BEGINNING TO END OF PROPOSED .DRIVEWAY. 8. SAW CUT EXISTING PAVEMENT A MINIMUM OF 12 INCHES AWAY FROM FRACE OF CURB (GUTTER LINE) AND BREAK OUT TO EXPOSE EXISTING REINFORCEMENT STEEL. 9. COMPACT SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY UNE, COMPACT TO 95% OF STANDARD PROCTOR DENSITY (+/- 2% OPT. MOISTURE). THE COUNTY ENGINEER RESERVES THE RIGHT TO REQUIRE LABORATORY TESTS TO BE CONDUCTED. 10. IF MORE THAN ONE PROPOSED DRIVEWAY IS BUILT ON THE SAME PROPERTY, SAID DRIVEWAYS SHALL BE SEPARATED BY A MINIMUM DISTANCE OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 11. REINFORCING STEEL TO BE ELEVATED A MINIMUM OF 3" ABOVE SUBGRADE. (3 INCHES MANUFACTURED CHAIRS ARE REQUIRED WITH MAXIMUM SPACING OF 72 INCHES C/C EACH WAY). CONSTRUCTION NOTES FOR SIDEWALKS APPROVED BY; DRAWN BY. _ & DRIVEWAYS ON CURBED TYPE STREETS, DATE oRAMNGOW-4 COMMERCIAL AREA HARRIS COUNTY ENGINEERING DEPARTMENT v -v 10" #3 BARS C ,' PLAN VIEW 5' T CROSS SECTION " END VIEW `-#3 BARS 4.4. .4 : PLACE #5 DOWEL BARS THROUGH WHEEL STOP AND INTO PAVEMENT E4" 4" 5'-4" LONGITUDINAL SECTION NOTE: 1. ALL CONCRETE SHALL BE CLASS 'A'. WHEEL STOP DETAIL NOT TO SCALE NEW PAVING SURFACE NEW PAVEMENT DEPTH NEW BASE (SEE NOTE 6) PRIME OR TACK COAT SAW CUT EXISTING SURFACE EXISTING BASE (SEE 6° NOTES 4 & 5) DEPTH VARIES 48" 6" MIN. FOR WATER LINES 66' MIN. FOR WASTEWATER UNES COMPACTED BACKFILL BEDDING 1:14 ENVELOPE CENTER PIPE a IN TRENCH oto n.o UNDISTURBED EARTH 0. PIPE O.D. +12 MIN. PIPE O.D. NOTES: 1. THE EXISTING PAVING SURFACE SHALL BE SAW CUT IN A STRAIGHT LINE A MINIMUM OF 12" WIDER THAN THE UNDISTURBED SIDES OF THE TRENCH, SYMETRICAL ABOUT THE CENTER LINE OF THE EXCAVATION. 2. ANY CONCRETE PAVING SHALL BE SAW CUT 6" WIDER THAN UNDISTURBED SIDES OF EXCAVATION. 3. IF EXCAVATION AREA IS OPEN FOR TEMPORARY PUBLIC USE, THE SURFACE SHALL BE MAINTAINED LEVEL WITH ADJACENT RIDING SURFACE WITH COLD MIX OR TEMPORARY HOT MIX ASPHALTIC CONCRETE. 4. ROAD BASE AND SURFACE MATERIALS IN THE TRENCH CUT SHALL BE REPLACED IN KIND OF EQUAL THICKNESS, OR MINIMUM BASE THICKNESS OF 10", WHICHEVER IS GREATER. 5. ALL DAMAGED AREAS OF PAVEMENT OUTSIDE THE TRENCH CUT SHALL BE REMOVED AND REPLACED WITH MINIMUM OF 8" OF BASE OR MATCH EXISTING THICKNESS, WHICHEVER IS GREATER. 6. SURFACE PAVEMENT SHALL BE OF THE KIND AND THICKNESS AS EXISTING, OR MINIMUM 2", WHICHEVER IS GREATER. SMOOTH STRAIGHT EDGE OR SAWCUT (RETAIN EXISTING ASPHALT PAVEMENT l NOT TO SCALE EXIST. CURB INSTALL EXPANSION JOINT INSTALL NEW CURB & GUTTER NEW k PAVEMENT EXPANSION JOINT EXIST. CURB TYPICAL DRIVEWAY TIE-IN NOT TO SCALE �o N � y d E . V an � O P� y R Qx ao OCC O 7 r) n Q 10 Ila Y 0 Q Ln r� T Ltmj W Ln Z ..LA'. iiW 0 V) w fte Li W W ^ LS CC OuJ o0 CL Q0 W W O U F I� PEE � . .... ........ ♦...........EI SCH ER NO °° 81658 d 111. 10 AL Sale As Shown DeOped by. TR Dn by. CS RMewed by. JKS Data AUGUST 1, 2006 SHEET C601 12 OF Project No: 955-001 �9s B ( 7 I 6 I 5 -... _ - 4 3 2 �I SIGN (SEE SITE PLAN FOR LOCATION & SIGN DETAIL FOR ADDITIONAL INFORMATION) WHEEL STOP SEE DETAIL 4" SOLID STRIPES (TYP.) COLOR OF STRIPES TO BE CONSISTENT WITH PARKING STRIPES 18' o 0 5Z SEE DIM D 6 AND 2.5' o �- 2.0' 0 06 o Q o � \ SEE F S I 4" SOLID STRIPES (TYP.) I I COLOR OF STRIPES TO BE j i CONSISTENT WITH PARKING STRIPES j I SIDEWALK ,k I � I ROES JP 8, f 4 6" CURB S TO l i Cq - \lpq 7• DETAIL OR DIAGONAL TRIPING DETAIL FOR x j 90° ACCESSIBLE SPACES DIAGONAL STRIPING DETAIL CROSSWALK MARKING DETAIL ACCESSIBLE PARKING SYMBOL i ACCESSIBLE RAMP NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE I .... _....... _.......--._... ......... .-..................................... -—._»....................._................._...._._._.___-__..._...._..............._....................._...__.._......._..._..._......._...._.._...__._.._......-_.._.._...........__._..._...............- - _....__.._»....._..............._..............._............._..__..... --.._._._._..---._._....._...._....»_............_......-................._._.._...._..._.._...._.._._._.............................. _............................ ........... ................................_..... ' ' - ...............-- ............._._...__ . --..._._..._...__�_._._..._....._.---». ----.._..........._......... -........................_..._._.._......................._...................................._............ ' ' '......_...._.................... - - I I VARIES E,II CJT PROPOSED EXISTING 1/4" TOOLED JOINT CONCRETE CONCRETE 8' 5'-0" O.C. (TYP) ALL DIM TO BACK OF CURB I SAWCUT TO A SMOOTH, EVEN 6. OR AS SHOWN O5 3/4" SMOOTH DOWEL STRAIGHT LINE AS REQUIRED N PLANS #3 ® 18" OC EW 1/2" ZIP STRIP CONC CURB 18" LONG ® 12" O.C. 1" 2" 3/4" ZIP STRIP EXP-JOINT EXP-JOINT 020' O.0 I CONIC WALK DTL PV 6" 1" _ 3/4" TO 1/2" j 9" CONC. WALK WITH #3 DOWELS AT THIS SHEET COOT - 18" O.C. I 1" RAD z CONIC PV 2" 3/4" SMOOTH a < (SNT) (SNT) DOWEL 18" LONG SEAL) ALL JOIN •p DOWELL a � SEAL ALL JOIN SEAL ALL JOINTS @ 12" O.C. b s SIDEWALK ® a I o, _ "o R ® v .s v 4 `r ro q CURB #3 BA Ld 'o ,o ,o • ' °° A o d• 4 2'-0" O.C. d I _ �' " •' _- " V• r b P. , •A A" A• i o v v o-' • lecww? TEMEEEa .� o�,a a SDOWELLEEVETOOLED SLEYEVE io i � e �g J6" CLEAN SAND -COMPACT TO AT I ( •.5 �f j LEAST 90% OF MODIFIED PROCTOR E ! (0 Q MAXIMUM LABORATORY DRY DENSITY. 6 O� I I 3/4" ZIP STRIP o 3/4" ZIP STRIP EXP-JOINT ®20' O.0 LIME TREATED y� EXP-JOINT ®20' O.0 LIME TREATED g WITH #3 DOWELS AT SUBGRADE WITH #3 DOWELS AT SUBGRADE P LIME TREATED I 18" O.C. (CAULKED) O i 18" O.C. (CAULKED) j SUBGRADE - COMPACT TO AT LEAST I SUBGRADE I 95% OF MODIFIED PROCTOR MAXIMUM I LABORATORY DRY DENSITY. I CONTROL JOINT f MIN. BAR SPACE TO BE GRADE 40 i #4 REINFORCING i BAR 24" IN LENGTH I ® 48" O.C. CURB AND GUTTER AT I EXPANSION JOINT AND I CURB TRANSITION TYPICAL SIDEWALK CONCRETE PV W/SIDEWALK CONSTRUCTION JOINT DETAIL CONNECTION DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE l ........................................ _........ _............ _.................................................... ................................_.____...........................................................__...___.......................................i.................-'-'---'...._....__.................................................._.._.._........_......................_.............................................._.._...__..........................................._............__....._............._................... i #4 REBAR SPACED 1800-C PORTLAND CEMENT CONCRETE REINFORCING (TYP.) 3,00D PSI AT 28 DAYS SEE SPEC EXISTING EDGE d..: •. `n .:.n (..:.`. r..:.::.? : a n p. O U) - LIME TREATED SUBGRADE CONCRETE \\��\\�\SHAL1i • BASE Pavement Design Alternatives Material Thickness, Inches Pavement Sections . Light Duty Rigid Pavement System Reinforced Concrete (RC) 5.0 Ume-Treoted Subgrade (TS) 8.0 Note: If Semi -Tractors are planned at this site, the services lanes should be constructed as 7-Inches reinforced concrete. REFERANCE- nC Leborotodm, Inc. 0CL Prolaet N. OBG4001 i CONCRETE AND ASPHALT LIGHT DUTY INTERFACE DETAIL CONCRETE SECTION NOT TO SCALE NOT TO SCALE I SA PnvemmtRacommemdatto¢ daega@aadditionof e¢tul ainB aHwfe to xeadar them The near eotece se0e am expensive ahaya and vvool iraotive. time to embda rerPlhal nnmpshtion at ' dnasite. For mGmatepeaposeasse8 VIW=mof6peamtlime.bydryweigbtoffdnsubgmdesWe. The _.. . ' ' exnet peremmgeSoanbe spemftod-a'$a'�liog 9xiiotigh'8m3t3-eife'amdBan�H tenet _ . .. Se laboumy . No tome information Is available Sr design of pavpnmta.: The assumptions u lad in our Paveo>mt thiclmew amsbaisaresoamadadmPlatelio.9: if the eotoel¢affie opnditimaeso diffasantfrom8mtia wmm 4 the client Should contact QC labOodla a an test wa can =vice and ptwide epproprfate recammeadetums• Tito following Pevcment edebseases are based oe Seas assm4rdow and Mocchmes . pnblisbedbyttnPmtlsndCnm®tAeeom sdm mddnNe6ond Qrehed StmeAsaocmmL $eommandetione formatnddpMeltlwfmtbepavbgloy= mpmvldcdmHdoNo.30, liiseatimated ffiattbe aesvicalifnibrapcopedy ameandsdandmeintairalPavemmtwIDbefaocderof20yeaza Proper civil design i elmes Suoh u joint design; gaanthy shoulder 80PP°d abmlabetampmated into the plane • and speadlcattms, Taints fan cm=te pavements may be desigcel using lbe Texas Department of Tm,V,mom&m360(iatestRevieim}?edodiomemteomoewIDlnregoised.' •• 1 . 5S tltrmeh¢nl Ffit And Snb¢radePreonradon In guest site pmp=Um would contest ofremmving NT eastmg foundatim paved sreea, Fast, tree mote, bzprooN�)W to dftdloW week and ste+PPmH mganio topmgs. The Deposed arbgtalc �ntlnoa lifts of epprm&=tety eigbst, I . ' meat, which Should be excavuhA processed, andrwampected thick Each lift should be completed to a mimenm of 95%atmde dpmctor.dmeity (AST'MD 698A1) at --- ---maidlnecs0lmtw;fltia•>•3%afaptiaatm.-- r..: = :- ....... . _..._---- - SON wita large or extreme variability of comlwsitim, textrae, color, meh rin,% Plasticity and low sbenr sheng0rvalues (a a oombmetim of these vadebfe cbmaaterlstics) San to be considered ea Sti toile and are considered generally un mitoble to support fomdffdm Slabs in their DdsOns state. However, some ofthe, 801 Smite maybereadeed suitable with an=improvements. Tea exptovranmla raided Will MY wldds may include proof mLivg chemical troatmmk excavate and compact at an optimum moisture cm<mt,replete with etgimaredfll end oftgpl[cebk pm xdmae lf•ex Stang find m*r&1s meat rapdmments for aedwif fill, It could be reoleimed arnl meompaded in loose Fate ofappmcdmekJyeiBld-imobSiok. F4 atesaiSlS, whiehdoaetmeet So aelectffim4uhemanta. eonel beedhaobeddcallytradsdtobang2 mwit iaftsFowable specF$catimemwn:aldreptacedvdtiraelwt fill materials.• The Dtad amount of .hemiesl treatment Shell be determined after performing nwnsseay dabmatmy too an repreemtetiva samples obtained after mugh gmdiaH of the PMatSit- fill meanieis litre gleespicoMPw gravel, oanshvoimdebrie end nffiesmliadorantswiflux: slnmld be over acavatod andremoved lmor topmofmDmg of Sa ait'- Select;atmohaalfill beneath floor s15e andpavemmtshould unsaid ofsal4Y ClAY WA HgWd limit less am 40 and ples icity indmc (IT hetereen 7 and 20. 7his 531 Should be planed in loose life of spprmdmg ly eight-b obas in Wolmeas and =*BOW to a a*Ama, of 9S% standard proctor deadly (AMMD69SA1)stmoiseae4 m+3%mfoptimm. ' cues located vd0mt orSradbiance of l0-jive! mmlde Poeb)nlrlmgped lmdte, aSmldberanoved Tana StDaps hmhrdmg 8o mot bulb With mats of eta half Inch diameter nd larger should be gabbed and rmoved. Grubb holes in Accredit, andpavemeoismas sbouldbe baoldIlMusingmiect IM sdlaffi)ayeea of apprmdammjy dgb! f*J a in thickwas mid epppaoted to a minims of 95% Standard pm= density (AMMD698A1) etmoiebmeoommtwidnln-1 to+3%ofeptim®. : _ _ .. - ----_.._._...._.........__ '.....__!_._._.._...._.........._._.._....-............_...._.....».__...___..............._..-'-__.........._._._-._.._........_......_.»._.._..._..._....�.-......_.. .�.._...............�_......__......._-.«_.»...__......__••___.._...._._.._... _............... .............. ....__..___......-__..._._—_...................... _....... ....... —__......_....._—......-...__.—...-._ . _ 6 5A earmamt Recsmmmdatio¢ The Weer enters soils ae expansive cheya and vmnhdrtquire addition of Stabilizing egtata to render them ineoriva Wamco�end Sat some cTnmieel embitisatimupliumHlime toenable mqubed cenrpsbtinn nt ' ibis Site. of6percmtdssneby dz'y_wcigid oftln sobgrade stole. The ' aactpacmtegw aanbe epecn5ed e$ra•sangilivB 9ro rovgbgreded �'arid—monmH-item-l�os� eocs�Ein--':- thelabantay. . No tcaffio Mf=abm IS avulable fb¢ design of pavements.. The sssmptions utilized in rim Pavrmat 911clo, y analysis ere mmanarmod. on Plate No. 9. If the actual tra{o cmditima ue difSrmt faomSatie w mn,4 the client Should contact QC labamtodea 80 and we can revise end provide appropriate recommesdetiom The following paved DOmmeam, are based on fmm assumptions and Mood ems • pubtisledbyl oPorOand CameotAmodatimandtheNetional Crushed StoneAsscdetien. Reoommenderienefo•meterivlpraperttesfmSDpavlaglsyas uaprovided mPlateNo. 10. 8is eat®eted tbnttln eavica lif�fmaproperlr Nuns'tifletrd mdmeialHioedlevamcota511ba fa onlerof20yeem. Pnyrr civil &sign features suds as joint design; gmmtity aboulda supped should ba4mcaporated into the Phan and spemilmi ons. Taints farcmaata paves may be designed using 'be Tema Departon of •Ste,ep,m,iim3trm360(l1testBovWasi. pedodionesurcouneewillboagvired.' .. y. 5S8voctarallpAnd 9nb¢rade Prene Iitg In Smartt site preparation should consist oframoving 'MY edstag foundations; Paved arms, grass, hea mots, and stripping mganto topsohl& The exposed subgmdc Should be proof -rolled to detect local weak areas, which Should be excavated, processed, and raempacted to loose lifts ofeppmximafely aightinoh . -'--'-- thick Each lift should be computed to amlrdouffil of95% sbmdsrdMotor density (ASTM D 698A3) st mmeturo c6atmtwitltia+3%afapfihmmt-.:.•.. '. ' :--------. . '.-_ -, _... .__.-.__ ._._. Sorts witit large or extreme variability of COMPOSition, UUMV0, solar, m0hroma, Plasticity and low ehesr strength velaea (m a combination of Sea vedebre characteristics) we to be considered ea ffi soils and she considered gennatlyunsuitable to Supportfoundatione slabs in their existing sane. However, some ofthefill mil; maybe rendered aritablewdthmem improvements. Thoimpmvementeroquiredwillvery which may include proof rolling, obonsord treatment, exeavate and compact at an optimum mointme • contgtt,raideoewith ergineetWfill end otbergplcdbleprocedures. , lf•exieteg fdl materia s meet rognimmoate for Select fill, it could be reclafnmd anal meompeatrd in loose ]ire ofapphadmateiy eighbimdhtl.t"4 pMmatmiala,wbiehdomotmedffimwtedfMrequuements,could be ease cbvrmicaltytreatedto briugibamwi0rm0n allowable speaf5cations ar cm :mdrepmeedwdth select fill meteiinds,• Thu emet amount of shemfwl hertmmt aball be determined after perfomung necessary ]ab0ratory trim onrepreemtstive tramples obtafrsd e8er mngh FadtnB of the p%att'.site. Ivliscellaneons fig materials like glassplwee. pea SmvaL construction debria and other organic matter ifluesent ab sombe ovw=ovakdandrmnovadpriortopmofroUngoftbe Site. Select shminhal Sit banurlh$mralabs andpavemeat ahoWd consist ofaudy clay with liquid Fault less hum 40 and plasticity index (Pl) between 7 and 29. This Sit should be placed in loose IPBs of apperfinately dgt&tu beg in thtokness and compacted to a minimum of 95% Standard proctor density (ASTMD 698A1) atmoiehae conterd*[gdO.1 m4S%Ofop*mzm. Tune located V*kmfor a distance of 10.8et outside the bpfldingpadlroth; should beremoved. Tru sloop including Se rout bulb with mom of sic belf foeh diameter aid ]anger Should be gabbed and ravoved Ombbbolesia Aocralabandpavemmtmaes shouldbe ineffiIled wing Select IMSells in]*= of gVOdmainty eigid-fccbea in dictum¢; and cumpeoted to a minimum of 95% Standard Motor deosify (A31MD698A1) ntmoiehaemvtmtwiddn-14+3%ofoptiamro. • i #4 REBAR SPACED 18" 0-C PORTLAND CEMENT CONCRETE REINFORCING (TYP.) 3,000 PSI AT 28 DAYS SEE SPEC . .::: .: ...:: ,;.•... III LIME TREATED SUBGRADE I I I i Pavement Design Alternatives Material Thickness, Inches Pavement Sections I Heavy Duty Rigid Pavement System Reinforced Concrete (RC) 6.0 or 7.0 Ume-Treated Subgrade (TS) 8.0 Note: If Semi -Tractors are planned at this site, the services lanes should be constructed as 7-Inches reinforced concrete. i PEFERANCE: QC Lob—todm Inc. nCL Pm*t No. OBC4001 ! I ! HEAVY DUTY I CONCRETE SECTION NOT TO SCALE I � y d F F •V lA � � O O 7 E n Q Ill men, I IF V I- = W o Z Q = O W i< V) oGZ~J L LU W LU^ N Ole W Lon 00CL � - W Seale As Shown Destped by. TR Drawn b. CS Reaiewed bf. JKS - Date AUGUST 1, 2006 SHEET C602 13 OF 25 Project Na 955-001 1 ............................................................................................................................................................................................................._................................................................................._............._..._........................_..............................................................................._.._...._........................--'-'---..._..........................._.............._........................................................................................_._.__...._..._..._............._.....,...................................................................................................................._......._...---......._.._._...__......................................._..._....................................................................._........._............1 I ! RESERVED I i RESERVED PARKING ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF PARKING THIS SIGN TYPICAL ® R7-8 € TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S THIS SIGN TYPICAL R7-8 AT ALL ACCESSIBLE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL AT ALL ACCESSIBLE ® PARKING SPACES CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN PARKING SPACES j ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. - THIS SIGN TYPICAL AT VAN ALL VAN ACCESSIBLE ACCESSIBLE 12"x6" PENALTY SIGN WITHEl� PARKING SPACES WORDING AS REQUIRED 12"x9 n BY STATE OR LOCAL LAW PENALTY SIGN WITH 12"x9" 2,_p^ i I) I- WORDING AS REQUIRED i TYP 2" DIA. GALVANIZED W .� BY STATE OR LOCAL LAW i POST W/ CAP JdN., 2" DIA. GALVANIZED Al I I 3/4" ZIP STRIP MOUNT SIGN 0 POST W/ CAP a � 2'-0"R EXP-JOINT 9 20' O.0 HERE ~ vi v1 Vim'' WITH 3 DOWLES AT 2" DIA. GALVANIZED z d 2" DIA. GALVANIZED of I 1 -0 # o POST W/ CAP C - 18" O.C. (CAULKED) r ~ POST W/ CAP WrI�n Q I 4'-9" TYP. 2" DIA. GALVANIZED z � 0 6" DIA. X 7' STEEL o ,W„ o ~ To LEFT TURN I' POST w CAP �' - - 6" DIA. X 7' STEEL / V) m rn , PIPE, FILLED WITH RETE SLUSH,PIPE, FILLED WITH o11 a. In ° `J PAINTED 1CCOAT METAL CONCRETE SLUSH, o 7 s z PAINTED 1 COAT METAL z zW O I - PRIMER, TWO COATS o !. 0 O n -' PRIMER, TWO COATS - ",. HIGHWAY YELLOW OIL 0 0 o F BASED, ENAMEL PAINT �� HIGHWAY YELLOW OIL I I d BASEDCON., ENAMEL PAINTLj ea z W M D: AWAY FROM WASHN PIPEC ..�U) 1" WASH ON CONC. SEE TYPICAL SIDEWALK SLOPE TOP OF a AWAY FROM PIPE 2'-O"R a . DETAIL THIS PAGE "o r CONCRETE o r- ., i I ° GROUND SURFACE v 42" OF PIPE BELOW ``' GRADE CENTER IN 42" OF PIPE BELOW CONCRETE GRADE CENTER IN 4'-9" TYP. TION ° ` 18" DIAMETER, 3,50018- CONCRETE (SEE OARCHITECING T APLANS ° N �.. s PSI, AIR ENTRAINED O RIGHT TURN . % I PSI, AIR ENTRAINED ; FOR DETAILS) PC CONCRETE CONCRETE BASE CONCRETE BASE a .... I �I 8" COARSE STONE, NOTE: r, II- HAND COMPACTED 8" COARSE STONE, I I. _ I -ILL UNDISTURBED OR - HAND COMPACTED 1. ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC V-6" M !il II-i COMPACTED SUBGRADE I _ UNDISTURBED OR PAINT PER DIMENSIONS ABOVE. (95% STD. PROCTOR)- _ - T COMPACTED SUBGRADE I ' i �l l �l l lml l n l=III= 1- I I I �I I III-III=I I i� i l l (95% STD. PROCTOR) i I SIDEWALK AT BUILDING ACCESSIBLE PARKING SIGN T� ACCESSIBLE VAN PARKING SIGN SLAB DETAIL STANDARD SIGN BASE w/BOLLARD BASE w/BOLLARD BASE SITE TRAFFIC ARROW NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ___ ....._........-- '- - - - _._...... ''----..__.._._..._............_...._._._.................__...._._...._._.....__.........._...__..._....._......._............................__...._......._.........................._.__....._......._........................................._......................................................__.... --' .... __. _..._......_................ - _ ___...._._._......_._.._ -- . ...._.___.._.._.....__._._................._............................. --- .. _..._.... I.._._..........................._....._.._................-'-'--...........................---._..................--......... .................................._......_......_........_........_._.._.... _ .... __..._._._.._...................-____....._.-....._...._............_._-.._._.__...,.._._......_..._.._._.....__•_•__....._............._-•-•-_.._................__..._-._............................. ._.._...._......___. .... I I 50' MIN. EXTEND 2'-0" MINIMUM BEYOND STANDARD SYMBOL' I gyp_ FILTER FABRIC SHALL ENTIRELY INLET OPENING AT EACH ENDGRADE TO PREVENT j I COVER DIKE AND SKIRT. LALLATION DETAIL OPTIONS: RUNOFF FROM LEAVING SITE z 6"x6"44i06"Xl"X6"ANCHORS EXISTING w VARIES OE -IN 6" MINIMUM. i � WOVEN WIRE FENCE (MIN. '' 3" OVERLAP AT I FABRIC SPLICES EIGHTED WITH 3"-5" OPEN. GRADE ROADWAY 10' MAX 14-1/2 GAUGE, MAX. 6" MESH i RENCHED IN 4". WOVEN WIRE FENCE (MIN. 14 C-C SPACING) ONTINUOUS BACKING/PLANKS ON �1/2 GAUGE, MAX. 6" MESH 1 MAX. ERVIOUS SURFACES. SPACING) WITH FILTER CLOTH C-C ! UT AWAY OF I: PROFILE COVER 54" MIN. FENCE 2"X4"-W1.4XW1.4 FILTER FABRIC CUT AWAY OF FILTER FABRIC X POSTS, DRIVEN 18" I WIRE FABRIC I. PROVIDE APPROPRIATE TRANSITION BETWEEN COMPACTED BACKFlLL MIN. INTO GROUND. STRUCTURE FLOW STABILIZED CONSTRUCTION ENTRANCE AND , 6"X1"X6" ANCHORS EVERY 2' ` [FINISH GRADEPUBLIC RIGHT-OF-WAY 000MPACTED I- -I OPEN GRADED TRENCHED M BACKFILL I �-�"' e FABRIC /-1v ROCK ;///�\\ , 50' MIN. FLOW �� �+ TOE-INw. 3"-5' �+ 20 Ib SANDBAGS AT 3' O.C. IN 4' EXTEND WIRE FLOW FENCE A MIN. OF i OVER RWIRE FENCE `-c� '•i_ FLOW ° a 2" INTO TRENCH - f . UNDISTURBED / pDE ! MINIMUM 4" HIGH CLEAR OPENING I ° R.O.W. EMBEDDED FILTER FABRIC GROUND Ft Ow / I \SN GR I t8 6 18 6" t8" 20 lb SANDBAGS AT _� MIN. 8° INTO GROUND 4%4" TRENCH F�O� INLET 3' O.C. SEE NOTE 1 GENERAL NOTES: 1. DIKES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. PLAN VIEW 2, THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF GEOTEXTILE. THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE FABRIC ON THE UPSTREAM FACE. NOTES: CROSS-SECTION ELEVATION NOTES; I 3. THE SKIRT SHALL BE WEIGHTED WITH A CONTINUOUS LAYER OF 3"-5" OPEN 1. STONE SIZE: 3-5" OPEN GRADED ROCK. GRADED ROCK OR TOED -IN 6" WITH MECHANICALLY COMPACTED MATERIAL 2, LENGTH: AS EFFECTIVE BUT NOT LESS THAN 50'1. WHERE MINIMUM CLEARANCES CAUSE TRAFFIC TO DRIVE IN THE GUTTER, THE . OTHERWISE, THE ENTIRE STRUCTURE SHALL BE TRENCHED IN 4". ; CONTRACTOR MAY SUBSITITUTE A 1"x4" BOARD SECURED WITH CONCRETE NAILS 3" 4. DIKES AND SKIRT SHALL BE SECURELY ANCHORED IN PLACE USING 6" WIRE 3. THICKNESS: NOT LESS THAN 8". NOTES: POSTS: STEEL EITHER T OR U TYPE O.C. NAILED INTO THE GUTTER IN LIEU OF SANDBAGS TO HOLD THE FILTER DIKE IN STAPLES ON 2' CENTERS ON BOTH EDGES AND SKIRT, OR STAKE USING 3/8" 4. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS. OR 2"x2" HARDWOOD I PLACE. UPON REMOVAL, CLEAN ANY DIRT/DEBRIS FROM NAILING LOCATIONS, APPLY j 5. WASHING: WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE DIAMETER RE -BAR WITH TEE ENDS. i CHEMICAL SANDING AGENT AND APPLY NON -SHRINK GROUT FLUSH WITH SURFACE I 5. FILTER MATERIAL SHALL BE LAPPED OVER ENDS 6" TO COVER DIKE TO DIKE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, TIES OR STAPLES. FENCE: WOVEN WIRE, 14-1/2 GA. 6" I 2. A SECTION OF FILTER FABRIC SHALL BE REMOVED AS SHOWN ON THIS DETAIL OR JOINTS. JOINTS SHALL BE FASTENED WITH GALVANIZED SHOAT RINGS. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES MAX. MESH OPENING I AS OF GUTTER. DIRECTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 6. THE DIKE STRUCTURE SHALL BE MW40-6 GA. 6"x6" WIRE MESH, 18" ON A SIDE. AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM SPACED EVERY 24" AT FABRIC MUST BE SECURED TO WIRE BACKING WITH CUPS OR HOG RINGS AT THIS i 7. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. TOP AND MID SECTION. FILTER FABRIC: I LOCATION. 1 REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE 6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL 3. WHEN 1W0 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHAH BE 1. MIRAFI 140N s 3. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION CONTRACTOR. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY OVERLAPPED BY SIX INCHES AND FOLDED. 2. DUPONT TYPAR 3341 i MUST BE REMOVED WHEN DEPTH REACHES 2". 1 8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6" AND REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. 3. OR APPROVED EQUAL 4. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING DISPOSED OF IN A MANNER WHICH WILL NOT CAUSE ADDITIONAL SILTATION. AS WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP COLLECTED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT 9. AFTER THE DEVELOPMENT SITE IS COMPLETELY STABILIZED, THE DIKES AND ANY SEDIMENT. ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO FENCE. EACH RAINFALL EVENT AND IMMEDIATELY REMOVE THE INLET PROTECTIONS IF THE REMAINING SILT SHALL BE REMOVED. SILT SHALL BE DISPOSED H DI INDICATED IN PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 5. INLET PR BEGINS TO OVER TOP THE CURB. 1 GENERAL NOTE 8 ABOVE. 7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE 5. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. IS STABILIZED. I TRIANGULAR FILTER DIKE STABILIZED CONSTRUCTION ENTRANCE SEDIMENTATION/SILT FENCE FILTER DIKE CURB INLET PROTECTION E NOT TO SCALE NOT TO SCALE NOT TO SCALE i NOT TO SCALE I ____............... -.._._._....... I I I I i i 00 NOT ALIGN JOINT IN STEEL I 3" OVERLAP AT RAIL WITH JOINT IN ? I FABRIC SPLICES CONCRETE WALL 20 POUND SANDBAGS P AT EACH CORNER. 6 3/4" 1/2" rL POST/HANDRAIL/WALL P 12" (TYPICAL) S - I CJ 6'-0" MAX. SPACING 6 3/4" 1 FLOW FLOW 2 CAP PL1/4 TYPICAL I I PIPE 2" STD. NOTES: zW - D_ NON -WOVE Lod GEOTEXTTLE FILTER FABRIC 1/8 EXTEND 12" MINIMUM PIPE 2" STD. BEYOND INLET OPENING AROUND PERIMITER. 1/2" DIAMETER SOLID RODS ® 4 1/4" O.C. TOP OF GROUND NOTES: /FINISHED GRADE o PIPE INSIDE MAILBOX OR LISTED ON SIGN SHALL R5-1 N /4" MAXIMUM CENTER BE: 30" X 30" .'.ENTER SPACING TYP. 1) PERMIT NUMBER TOP OF GROUND ; 2) SITE ADDRESS ; O v 3) CONTRACTOR'S NAME NOTE: io r, p 4) CONTRACTOR'S SWPPP REPRESENTATIVE IN CLEAN FIELD WELD z _ CHARGE OF ONSITE ESC DUTIES AND APPLY 2 COATS a.' ~I 5) LOCATION OF SWPPP PACKET M 0 Z OF ZRC. (COLD � GALVANIZING) PAINT BLACK. I I • N i 1. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT o P.C. CONCRETE j ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 2". I I (.: •.. 11I f R 6 -1 R PIPE 1 1/2" STD. i 2. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET ., T t U. BETWEEN POSTS i I �� �� PROTECTION DURING EACH RAINFALL EVENT AND IMMED THE INLET PROTECTION IF EXCESSIVE PONDING OCCURS.IATELY CLEAN,. 36 X 1 3. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF ELEVATION I SEDIMENT IS STABILIZED. i SECTION 1 SECTION 2 FOOTING I AREA INLET PROTECTION DETAIL STEEL HANDRAIL SWEEP MAILBOX STANDARD SIGNS NOT TO SCALE NOT TO SCALE NOT TO SCALE ': NOT TO SCALE I I rl _01 I " Fp?f C O y d .1., = N �tn E 0 r� OLn v " r 7 O O 0n< 1 Ln V � J CL = W W Z OG Q = 0LuXLi ~ oG Z w W W W N G C W O O O co 111191. �/ r-jwwj �i O V " KEITH SC R q . 81658 Scale: A�s Shown Dedgred by TR Dn by. CS Reviewed by. .MS Date: AUGUST 1, 2006 SHEET C603 14 25 of Project No: 955W ' 8 7 6 5 4 3 ( 2 1 a W E b X SECTION 02110 SITE CLEARING PART I - GENERAL 1.01 SECTION INCLUDES A. Surface debris removal B. Topsoil stripping and storage C. Grubbing D. Tree Removal E. Location and protection of reference points 1.03 RELATED SECTIONS A. Grading: SECTION 02210 B. Excavation for structures and utilities: SECTION 02221 C. Trenching: SECTION 02225 1.04 REGULATORY REQUIREMENTS A. Governing Authorities: Conform to applicable codes for disposal of debris. B. Utilities: Coordinate work of this Section with utility companies. 1.05 EXAMINATION OF SITE A. Contractor shall visit and examine the site to ascertain the actual nature and scope of any demolition work. Later claims for additional compensation covering difficulties encountered in demolition work will not be recognized. PART II - PRODUCTS 2.01 NOT APPLICABLE PART III - EXECUTION 3.01 GENERAL A. Remove trees, grass, weeds, roots, and other vegetation from the areas to be excavated, filled or graded. Consult Architect prior to beginning removal of trees and/or shrubs. Notify utility companies when working in areas where utility lines might be encountered. 3.02 PREPARATION A. Verify that existing plant life and features designated to remain are tagged or identified. 3.03 PROTECTION A. Protect utilities, bench marks and existing structures, trees, and features, designated to remain, from damage or displacement. 3.04 CLEARING A. Surface Debris: Remove debris (trash, loose stone, broken concrete, etc.) inside property lines prior to beginning topsoil stripping. B. Topsoil Stripping: 1. General Remove brush, roots, grass, rocks and weeds before stripping. 2. Depth Remove topsoil to minimum depth of 6 inches in areas indicated on the Drawings as buildings, drives, parking, walks and other paving. 3. Storage Store topsoil acceptable as fill in planting areas in neat piles at locations on site. Arrange storage to avoid interference with building operations. Do not store topsoil containing debris, stones, or subsoil. Remove excess and/or unacceptable topsoil from site. C. Grubbing: 1. General Remove foundations, trash, stumps, old lumber, structures, etc. located either above, on the surface, or below ground which may interfere with new construction. 2. Depth Remove obstructions within work area completely in areas to be covered by buildings and to depth of 24 inches in areas to be planted, sodded or surfaced, unless shown otherwise on the Drawings. 3. Existing Paving Remove curbs, gutters, and paving located within and outside property lines where shown on the Drawings. 3.05 TREE REMOVAL A. Remove trees and stumps from area to be occupied by new construction and where shown on the Drawings. Do not remove any other trees without instructions from the Owner. Use methods of removal which will prevent injury to persons, damage to property, or injury to adjacent natural growth. 3.06 RE FERENCE POINTS A. Locate bench marks, monuments and other reference points for elevation and location of building. Notify Owner of apparent discrepancies in indicated locations. Protect reference points from dislocation or damage. Replace or repair immediately any points damaged, destroyed or dislocated. Do not proceed with construction until reference points have been reviewed and accepted by the Owner. 3.07 CLEAN-UP A. Upon completion of work of this Section, remove related debris from premises. END OF SECTION SECTION 02210 GRADING PART I - GENERAL 1.01 SECTION INCLUDES A. Rough grading and contouring of site. B. Finish grading and topsoil. 1.02 RELATED SECTIONS A. Subsurface Investigation: SECTION 00500 B. Site clearing: SECTION 02110 C. Excavating, backfilling and compacting: SECTION 02221 PART II - PRODUCTS 2.01 MATERIALS A. Subsoil: Excavated or equal borrow material, graded free of lumps larger than 6 inches, rocks larger than 3 inches, and debris. B. Topsoil: Either excavated material from site or imported, friable loam; free of subsoil, roots, grass, weeds, stone, and foreign matter; acidity range (pH of 5.5 to 7.5; containing minimum of 4 percent and maximum of 25 percent organic matter. PART III - EXECUTION 3.01 INSPECTION A. Verify site conditions and note irregularities affecting work of each phase of this Section. Beginning work of each phase of this Section means acceptance of existing conditions. 3.02 PREPARATION A. Rough Grading: 1. General Identify required lines, levels, contours, and datum. 2. Utilities Identify known below grade utilities. Stake and flag locations. Identify and flag above grade utilities. Maintain and protect existing utilities remaining which pass through work area. Notify utility company to remove and/or relocate utilities. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Owner B. Finish Grading: 1. General Eliminate uneven areas and low spots. Remove debris, o inch in size. s stones in excess f roots, branches, /z Remove subsoil contaminated with petroleum products. Dispose in an approved landfill. If subsoil is contaminated by contractors activities the contractor shall pay for disposing of contaminate soil at his expense in an approved landfill. 2. Scarifying Scarify subgrade to depth of 6 inches where topsoil is required. Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. 3.03 PROTECTION A. Protect trees, shrubs, lawns, and other features to remain as portion of final landscaping. Protect bench marks, existing construction and above or below grade utilities which are to remain. Repair damage at no additional cost 3.04 GRADING A. Rough: Cut or fill and machine grade site as shown on the Drawings, to drain as indicated, allowing for thickness of paving sub -base and paving. Where fill is required, use suitable excavated clean material, product of cut operation and/or furnish equal borrow if excavated material is not adequate for use. Place fill in horizontal lifts not in excess of 8 inches thick after compaction by rolling and/or tamping. Rough grade to a tolerance of plus or minus one inch. B. Finish: 1. General Establish grades by means of grade stakes placed at corners of units at abrupt changes of grade and elsewhere as required or needed to achieve the finish grades shown on grading sheet. 2. Topsoil a. General: Provide a 4 inch layer of topsoil, unless shown otherwise on the Drawings, in areas noted "planting" and in other areas where existing topsoil has been disturbed or otherwise made unusable. b. Placing: Use topsoil in relatively dry state. Place during dry weather. Fine grade eliminating rough or low areas. Maintain levels, profiles, and contours of subgrade. Remove stone, roots, grass, weeds, debris, and foreign material while spreading. Manually spread around trees, plants, buildings, etc. to prevent damage. Lightly compact placed topsoil. C. Tolerance Top of topsoil; plus or minus X inch in island mound 2" higher than curbs. 3.05 CLEAN-UP A. Upon completion of work of this Section, remove related debris from the premises. END OF SECTION SECTION 02221 EXCAVATING, BACKFILLING, AND COMPACTING FOR STRUCTURES PART I - GENERAL 1.01 SECTION INCLUDES A. Excavation for building construction B. Excavation for parking construction C. Dewatering excavations D. Filling and backing for construction E. Compaction F. Inspection and Testing 1.02 RELATED SECTIONS A. Subsurface Investigation: SECTION 00500 B. Testing Laboratory Services: SECTION 01410 C. Grading: SECTION 02210 D. Excavating, Backfilling and compacting for utilities: SECTION 02225 1.03 REFERENCE STANDARDS A. American Society for Testing Materials (ASTM) 1.04 TEST REPORTS A. Submit three copies to Owner. PART II - PRODUCTS 2.01 MATERIALS FOR FILLING AND BACKFILLING A. General Site: Reused excavated or equal borrow material; low expansivity, uniform in grade, free from organic materials, capable of being compacted to 100 percent maximum density at optimum moisture content; ASTM D-698. B. Building Embankment: As described on the Structural Drawings, including optimum moisture content, compaction requirements, etc. C. Select Fill (within building lines): Homogenous and non -expansive, having a plasticity index between 4 and 15, and a liquid limit less than 30. Submit lob analysis for approval, complete with lob analysis of fill 3.05 DEWATERING A. If water condition is present, provide dewatering without additional cost to Owner, including sumps, pumps and pumping as may be required. Maintain dewatering until backfilling is complete and/or water condition no longer exists. 3.06 BACKFILLING AND COMPACTING A. General: Backfill areas to provide elevations shown on the Drawings. Use unfrozen materials. Backfill Systematically, as early as possible, to allow maximum time for natural settlement. Do not backfill over porous, wet, or spongy subgrade surfaces. B. Backfilling: 1. Employ placement methods which will not disturb or damage construction to remain. Backfill against supported foundation walls. Backfill simultaneously on each side of unsupported foundation walls until supports are in place. Slope grade away from building minimum 2 inches in 10 feet, unless shown otherwise on the Drawings. Make changes in grade gradual. Blend slopes into level areas. 2. Compact backfill to 95% of maximum density at 2% to 4% above optimum moisture content as determined by standard proctor test (ASTM D-698). C. Layering and Compacting: Maintain optimum moisture content of backfill materials to attain required compaction density. Spread fill over area shown on Structural Drawings in uniform layers; maximum loose depth of 8 inches. Compact as directed on the Structural Drawings. D. Granular Fill/Sand Cushion: Spread and compact to requirements shown on the Drawings. 3.07 TESTING (CONTRACTOR TO COORDINATE TESTING) A. The Owner will perform testing at owners expense. Retesting costs to be borne by the General Contractor. The laboratory testing shall be to test fill and backfill materials test fill and backfill materials and their degree of compaction in place, and the optimum moisture content of both on -site and proposed borrow prior to placing and compacting. Perform not less than one compaction test for each 3,000 sq ft of surface for each layer of fill under building, and not less than one compaction test for each 5,000 sq. ft. of surface for each layer of fill or un-disturbed earth to remain on areas of site to be covered by paving or walks; ASTM D1556. 3.08 CLEAN-UP D. Topsoil: A. Upon completion of work of this Section, remove related Clean, natural topsoil free of vegetation, debris, and debris from the premises. other deleterious matter. Upper 6" of topsoil stripped from site may be used. E. Granular Fill/Sand Cushion: Natural river or bank sand; free of silt, clay, loam, friable or soluble materials and organic matter; graded in accord with ASTM C136 PART Ill - EXECUTION 3.01 INSPECTION A. Verify foundation walls are braced to support surcharge forces imposed by backfilling operations and that areas to be backfilled are free of debris, snow, ice, or water, and ground surfaces are not frozen. 3.02 PREPARATION A. Excavating: 1. General Identify required lines, levels, contours, and datum. 2. Utilities Identify known underground utilities. Locate and verify their grades prior to construction of utilities or storm sewer work. If the existing utilities are not at the proposed grades or in conflict with proposed grades the contractor shall notify the engineer prior to constructing the line. If not he shall not claim reimbursement for work done or payment for correction. Stake and flag locations. Identify and flag surface and aerial utilities. Maintain existing utilities to remain which pass through work area. B. Backfilling: When necessary, compact subgrade surfaces to density requirements for backfill material. Cut out soft areas of subgrade not readily capable of in -situ compaction. Backfill and compact to density equal to requirements for subsequent backfill material. 3.03 PROTECTION A. General: 1. Provide adequate sheeting, shoring and bracing for excavations to prevent caving or to protect personnel, without additional cost to Owner. 2. Shoring and bracing shall conform to the requirements of OSHA and/or the authority having jurisdiction over the project. If a conflict exists between agencies, the most stringent shall prevail. B. Construction: Protect bench marks, existing structures, foundations, fences sidewalks paving, and curbs fro m equipment and P 9. vehicular traffic. C. Utilities: Protect above and below grade utilities to remain. D. Landscape Features: Protect existing trees, shrubs, lawns, rock outcropping and other features to remain as a portion of final landscaping. E. Excavations: Grade excavation top perimeter to prevent surface water run-off into excavation. Protect excavations by methods required to prevent cave-in or loose soil from falling into excavation. 3.04 EXCAVATING A. Excavate subsoil required for building foundations, construction operations, and other work. Machine slope banks to angle of repose or less. Hand trim excavation and leave free of loose matter. Remove lumped subsoil, boulders and rock up to 1/3 cu yd, measured by volume. Correct unauthorized excavation at no cost to Owner. Fill over -excavated areas under structure bearing surfaces in accord with directions of the Owner Remove excavated material from site. 8 I 7 ( 6 END OF SECTION SECTION 02225 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Excavation for trenches B. Dewatering Excavations C. Backfilling D. Compacted bed and compacted fill. 1.02 RELATED SECTIONS A. Subsurface Investigation: SECTION 00500 B. Testing Laboratory Services: SECTION 01410 C. Grading: SECTION 02210 D. Excavating, backfilling and compacting for structures: SECTION 02221 1.03 REFERENCE STANDARDS A. American Society for Testing Materials (ASTM) 1.04 TEST REPORTS A. Submit three copies to the Owner. PART II - PRODUCTS 2.01 MATERIALS FOR BACKFILLING A. General Use: Reused excavated or equal borrow material; low expansivity, uniform in grade, free from organic materials, capable of being compacted to 95 percent maximum density at 2% to 4% above optimum moisture content; ASTM D-698. B. Sand: Natural river or bank sand; free of silt, clay, loam, friable or soluble materials, and organic matter; graded in accord with ASTM C136. PART III - EXECUTION 3.01 INSPECTION A. Verify that areas to be backfilled are free of debris, snow, ice, or water, and ground surfaces are not frozen. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. When necessary, compact subgrade surfaces to density requirements for backfill material. 3.03 PROTECTION A. General: 1. Provide adequate sheeting, shoring and bracing for excavations to prevent caving or to protect personnel, without additional cost to Owner. 2. Shoring and bracing shall conform to the requirements of OSHA and/or the authority having jurisdiction over the project. If a conflict exists between agencies, the most stringent shall prevail. B. Landscape Features: Protect existing trees, shrubs, lawns, rock outcropping and other features to remain as portion of final landscaping. C. Construction: Underpin adjacent structures which may be damaged by excavation work, including service utilities and pipe chases. D. Unexpected Conditions: Notify Owner of unexpected subsurface conditions and discontinue work in affected area until notification to resume work. E. Excavations: Grade excavation top perimeter to prevent surface water run-off into excavation. Protect excavations by methods required to prevent cave-in or loose soil from falling into excavation. Protect bottom of excavations and soil adjacent to and beneath foundations from frost. 3.04 EXCAVATING A. Excavate subsoil required for piping and other utility work. Cut trenches sufficiently wide to enable installation of utilities and allow inspection. Hand trim excavation and leave free of loose matter. Remove lumped subsoil, boulders, and rock up to 1/3 cu yd, measured by volume. Correct unauthorized excavation at no cost to Owner. Fill over -excavated areas under bearing surfaces in accord with directions of Owner. Remove excess excavated material from site. 3.05 DEWATERING A. If water condition is present, provide dewatering without additional cost to Owner, including sumps, pumps and pumping as may be required. Maintain dewatering until backfilling is complete and/or water condition no longer exists. 3.06 BACKFILLING AND COMPACTING A. General: Support pipe, conduit, etc. during placement and compaction of bedding fill. Backfill trenches to provide contours and elevations shown on the Drawings. Use unfrozen materials. Backfill systematically, as early as possible, to allow maximum time for natural settlement. Do not backfill over porous, wet, or spongy subgrade surfaces. B. Backfilling: Employ placement methods which will not disturb or damage construction to remain. C. Laying and Compacting: Maintain optimum moisture content of backfill materials to attain required compaction density. Place fill in uniform layers; maximum loose depth of 8 inches. Compact to density required for structural conditions under construction and to existing subsoil conditions for landscaped or open areas. 3.07 TESTING A. The Owner will perform testing at owners expense. Retesting costs to be borne by the General Contractor. The laboratory testing shall be to test fill and back fill materials and their degree of compaction in place, and the optimum moisture content of both on -site and proposed borrow prior to placing and compacting. Perform not less than one compaction test for each 30-feet of trench for each layer of fill under building, and not less than one compaction test for each 50 feet of trench for each layer of fill or undisturbed earth to remain on areas of site to be covered by paving; ASTM D1556. 3.08 CLEAN-UP A. Upon completion of work of this Section, remove related debris from the premises. END OF SECTION 3 SECTION 02229 ROCK REMOVAL (NOT ANTICIPATED ON THIS PROJECT) PART I - GENERAL 1.01 SECTION INCLUDES A. Removal of rock during excavation B. Expansive tools or explosives to assist rock removal. 1.02 RELATED SECTIONS A. Subsurface Investigation: SECTION 00500 B. Testing Laboratory Services: SECTION 01410 1.03 REFERENCES A. NFPA 495 - Code for Explosive Materials. B. OSHA 1.04 DEFINITIONS A. Rock Solid mineral material of a size that cannot be removed with a 1/3 cu yd capacity power shovel. 1.05 SUBMITTALS A. Shop Drawings: Indicate the proposed method of blasting, delay putt rn, explosive types, type of blasting mat or cover, one , - intended rock removal method. Shop drawings are 6ubmitted for Owner information. Approval must be obtained from authorities having jurisdiction, the seismic survey engineer, and the firm performing the blasting. 1.06 QUALIFICATIONS A. Seismic Survey Firm: Company specializing in seismic surveys with five years documented experience. B. Explosives Firm: Company specializing in explosives for disintegration of rock, with five years documented experience. REGULATORY 1.07 RE REQUIREMENTS A. Conform to applicable codes for explosive disintegration of rock, to NFPA 495 for handling explosive materials, and applicable OSHA all aPP requirements. B. Obtain permits from authorities having jurisdiction before explosives are brought to site or drilling is started. 1.08 SCHEDULING A. Schedule Work to avoid working hours of or disruption to occupied buildings nearby. PART 11 - PRODUCTS 2.01 MATERIALS A. Explosives: Type recommended by explosive firm following seismic survey and required by authorities having jurisdiction. B. Delay Device: Type recommended by explosive firm. C. Blast Mat Materials: Type recommended by explosives firm. D. Mechanical Disintegration Compounds: Grout mix of materials that expand on curing. PART III - EXECUTION 3.01 EXAMINATION A. Verify site conditions and not subsurface irregularities affecting work of this Section. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 ROCK REMOVAL - MECHANICAL METHOD A. Excavate and remove rock by the mechanical method. Drill holes and utilize expansive tools, wedges, or mechanical disintegration compound to fracture rock. B. Cut away rock at bottom of excavation to form level bearing. C. Remove shaled layers to provide sound and unshattered base for footings, foundations, paving, and retaining walls. D. In utility trenches, excavate to 6 inches below invert elevation of pipe and 24 inches wider than pipe diameter. E. Remove excavated materials from site. F. Correct unauthorized rock removal in accordance with backfilling and compacting requirements specified in the geotechnical report. 3.04 ROCK REMOVAL - EXPLOSIVE METHOD A. Conduct survey and document conditions of buildings near locations of rock removal and prior to blasting, photograph existing conditions identifying existing irregularities. B. Advise owners of adjacent buildings or structures in writing, prior to executing seismographic survey. Explain planned blasting and seismic operations. C. Obtain seismic survey prior to rock excavation to determine maximum charges that can be used at different locations in area of excavation without damaging adjacent properties or other work. D. Provide seismographic monitoring during progress of blasting operations. E. Disintegrate rock and remove from excavation. F. Remove rock at excavation bottom to form level bearing. G. Remove shaled layers to provide a sound and unshattered base. H. In utility trenches, excavate to 6 inches below invert elevation of pipe and 24 inches wider than pipe diameter. I. Remove excavated material from site. J. Correct unauthorized rock removal in accordance with backfilling and compacting requirements specified in geotechnical report. 3.05 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01410. B. Provide for visual inspection of foundation bearing surfaces and cavities formed by removed rock. 3.06 CLEAN-UP A. Upon completion of the work of this Section, remove related debris from premises. 2 END OF SECTION Uo 7 0 I ws Ov,� N Q X F y C Oo tn a. 0 I 0 Q C.. N = �w Ln O Lu 0 LLJ Cie Q W W L.LJILA 00.0 L1. O o 0- VW CO V) V C� 9s 11 .... ... ............. KEITH SCHAUER 81658 (/ SWe As Shown Designed M TR Drassss by. CS Re&%,W W. .XS Data AUGUST 1, 2006 SHEET C701 15 25 of Project No: 955.001 1 5 SECTION 02231 SECTION SECTION GRANULAR SUB -BASE (CRUSHED STONE) CONCRETE PAVING "ASPHALTIC" CONCRETEPAVING PART I - GENERAL (NOT ANTICIPATED ON THIS PROJECT) RT I - GENERAL 1.01 SECTION INCLUDES PART I - GENERAL 1.01 SECTION INCLUDES 1.01 SECTION INCLUDES A. Paving base C. Thickness Test: A. Compacted crushed stone sub -base under parking and A. Concrete traffic (walks, etc.) 3. Expansion and Construction Joints driveway paving. pedestrian surfaces ramps, B. use Course and surface course Determine by test borings. Make one test for each 5,000 intentional of is for stoppage of concrete At nq s ft of paving surface. If averse thickness is P 9 9 1.02 INTENT B. Concrete vehicular traffic surfaces placing, use expansion joints. t unintentional 1.02 R ERENCE STANDARDS deficient by no more than 1/4 inch, and no individual points of stoppage of concrete placing, use thickness is deficient by more than 5/8 inch, installation A. It is the intent of these specifications to provide a C. Concrete curbs and gutters continuation of reinforcing through joints. Construct A. Ame an Association of State Highway Officials (AASHO) will be held to meet requirements. If average thickness q 9 completed course of compacted stone free from loose or P P with joint filler at 1 2" inch wide expansion joints / P 1 1 is deficient b more than 1 4 inch or if an individual Y / Y segregated areas of uniform density, well bound for its Y. D. Concrete traffic approaches PP the drawings or at not more than locations shown on h g B. Americ n Society for Testing Materials (ASTM) 5 thickness determination is deficient b more than 8 y / full depth and with a surface suitable for placing twenty foot intervals each way if not shown. inch, pavement thickness will be held to not meet subsequent paving courses. Contractor is responsible to 1.02 RELATED SECTIONS Construct inch wide expansion joints with joint C. Governin Authority: requirements. Deficient areas shall be defined removed q regulate sequence of work, maintain the work and rework as filler between curbs and concrete paving. All fixed en and replaced, or adjusted to design thickness by metho necessary to meet above requirements. A. Concrete Formwork: SECTION 03100 objects, such as buildinggs, Poles, pipes, catch Applicable ublications of governing bodies having acceptable to the Owner. 1.03 APPROVAL OF SUBCONTRACTOR B. Concrete Reinforcement: SECTION 03200 basins, etc., within or obutting the concrete shall be separated from the concrete by expansion joints. jurisdiction ver the work 3.06 CLEAN-UP A. Subcontractor for work of this section shall be approved C. Cast -In -Place Concrete: SECTION 03300 1.03 SUBMITTALS A. Upon completion of work of this section, remove re ted in writing by paving subcontractor. D. Concrete Curing: SECTION 03370 4. Joint Filling and Sealing A. Submit three co ies of design mix test reports to Owner. debris from premises. 1.04 REFERENCE STANDARDS 1.03 REFERENCE PUBLICATIONS AND STANDARDS Fill expansion joints with joint filler except for PART II - PRODUCTS A. American Society for Testing Materials (ASTM): space 3/4" deep at surface. After concrete has set, clean the open joint above filler and fill with joint 2.01 MATERIALS END OF SECTION A. Governing Authority: sealer in accordance with instructions of sealer PART II - PRODUCTS Applicable standards and regulations of state and manufacturer. A. Sub -Base: 2.01 MATERIALS municipal agencies having governing authority over the 5. Finishing If required; as shown o the site plan (SP) drawings and A. Course Stone: work specified in this section shall take priority over items specified herein and shown on the drawings unless specified in other section of these s ecifications P P the requirements set forth herein require a superior Vibrate, screed and float concrete to level and test the surface, which shall not vary over 1/4" in ten B. Base Course (Binder): Crushed, natural stone; free of shale, clay, friable quality work. feet when tested with ten foot straight edge. Finish materials and debris; graded in accord with ASTM C136 g surface to gritty texture with burlap drag or straight Unless otherwise shown on t drawings; uniform mix of within following limits: continuous strokes with a stiff bristle push broom. coarse aggregate and asphalt s determined by "design mix" Sieve Size Percent Passing B. Material Standards: Finish all edges smooth with 1/8" or 1/4" radius. American Society for Testing Materials (ASTM) D. Walks C. Surface Course: 2 inches 50 mm 100 One inch 25 mmJ 95 C. Concrete Standards: Unless otherwise shown on the dr in s; uniform mix of 3/4 inch 19 min 95 to 100 1. Configurations coarse aggregate and fine aggrega (pea gravel will not 5/8 inch 16 min 75 to 100 American Concrete Institute (ACI): ACI-617 "Standard Construct to cross -sectional details shown on drawings be acceptable), mineral filler and as halt as determined by "design mix" 3/8 inch 9 min 55 to 85 35 to 60 Specifications for Concrete Pavement and Bases" ACI-395 "Manual at indicated locations. No. 4 No. 16 25 to 40 of Standard Practice for Detailing Reinforced .and D. Design Mixes: - Concrete No. 40 20 to 30 No. 200 15 to 25 1.04 SUBMITTALS Contractor employ and pay for the servic s of an Owner- 2. Sand Cushion approved independent testing laboratory to determine B. Sand: A. Testing Laboratory Reports: design mixes for base and surface courses, including Concrete shall be placed over a sand cushion placed on asphalt bitumen content; ASTM D2172, latest edition, Natural river or bank sand; free of silt, clay, loam, Furnish three copies of the test reports to the Owner the stabilized subgrade as shown on the drawings or a entitled, "Quantitative Extraction of Bitumen f m friable or soluble materials, and organic matter. indicating results of the cylinder test. minimum of 4" thick if not shown on the drawings. Bituminous Paving Mixtures" PART III - EXECUTION PART 11 - PRODUCTS 3. Reinforcing PART III - EXECUTION 3.01 INSPECTION 2.01 FORM MATERIAL Reinforce with #3 bars, spaced 18" on center each way, minimum 3.01 GRADE CONTROL reinforcing unless otherwise indicated or noted on the drawings. A. Verify compacted subgrade is dry and ready to receive work A. As specified in CONCRETE FORMWORK. A. Establish and maintain lines and grades shown on d wings of this section. Verify gradients and elevations of base 4. Expansion Joints by means of line and grade stakes. are correct. Beginning of installation means acceptance of 2.02 BASIC MATERIALS existing conditions. Construct expansion joints as detailed in locations A. Concrete: shown on the drawings. 3.02 TRANSPORTATION 3.02 PLACING STONE As Specified in CAST -IN -PLACE CONCRETE 5. Finishing A. Transport paving mixes from a roved mixing plant to site P P 9 PP 9 A. Spread stone material over prepared subgrade to total 1. General: in tight vehicles with metal bottoms previously cleaned of compacted thickness shown on the drawings. Place stone in B. Reinforcing Steel: foreign materials. Vehicles shall be suitably insulated 3 inch layers and compact. Level surfaces to elevations Finish surfaces not noted on the 'broom" "burgs to be to avoid heat losses. Cover each load to prevent cooling and gradients indicated. Add small quantities of sand to As specified in CONCRETE REINFORCEMENT or burlap drag" finished otherwise to a r and loss of ingredients. stone mix as appropriate to assist compaction. Perform gritty surface. Tool all joints and all edges to hand tamping in areas inaccessible to compaction 2.03 MISCELLANEOUS MATERIALS provide a smooth border to each section or 3.03 PLACING equipment. division of the walk. Finish all vertical A. Air Entraining Agent: surfaces in a manner that leaves the exposed surfaces free of honeycombing and form marks. A. General: 3.03 CLEAN-UP ASTM CO260, Master Builders or equal. Any damaged surfaces shall be repaired and stone- Thickness shown on site SP drawin s. Unless otherwise ( ) g A. Upon completion of work of this section, remove related rubbed to match adjacent finished surfaces. shown on the drawings, place asphaltic concrete in two debris from premises. B. Dispersing Admixture: courses; first a coarse graded base course, and second a 3.03 CURING CONCRETE fine graded surface course. Apply base course to prepared ASTM C-494, Master Builders or equal. sub -base when applicable) which has been rimed with ( PP ) P A. Apply awhite-pigmented type curing compound at a uniform asphalt MC-1, application temperature 50 to 720 degrees F, END OF SECTION C. Curing Compound: rate of approximately 200 sq. ft./gallon, or as at a rate of 0.15 to 0.40 gal sq d. Apply surface course 9 q Y PPY recommended by curing compound manufacturer as soon as the b to base course to which has een applied a tack coat of ASTM C-309, No. 40W by A. C. Horn Company or equal. finishing operation has been completed and the concrete asphalt RC-2, application temperature 100 to 175 degrees has lost its water sheen. The curing procedure must F, at rate of 0.05 to 0.25 gal/sq yd. Place each course D. Joint Filler protect the concrete, including all exposed surfaces under temperature conditions of 40 to 90 degrees F. against loss of moisture and rapid temperature change for ASTM D1751, pre -molded fiber filler, unless shown a period of not less than four days from the beginning of otherwise on the drawings. the curing operation and without damage to, or marking of B. Means: the finished concrete surface. Traffic shall not be E. Joint Sealer: allowed on finished concrete for a minimum period of seven Dumpand read mixture on rimed base with spreading and P P P 9 days. Y finishing machine, so that after compaction, surface will ASTM D-1190, Code 2351. 3.04 TESTING (CONTRACTOR TO COORDINATE TESTING) be smooth, of uniform density and meets requirements for typical cross-section shown. Other placing means may be 2.04 CONCRETE MIX DESIGN proposed. A. Contractor shall employ and pay for, as a part of the A. The Owner will perform testing at owner's expense. Cost C. Time and Temperature: contract price, the services of an Owner approved of retesting will be bome by general contractor. independent testing laboratory to determine actual design The laboratory testing shall be to r 9 Place and initially roll during daylight hours. Mixture mix to be used, based on the following: placing temperature; between 225 and 325 degrees F. test fill and backfill materials and their 1. All concrete: 3000 psi at 28 days. degree of compaction in place, and the optimum moisture D. Protection of Curbs and Gutters: - - content of both on -site and proposed borrow prior to PART III - EXECUTION placing and compacting. Perform not less than one Prevent splattering of adjacent curbs, gutter, concrete compaction test for each 3,000 sq ft of surface for each paving and structures. Hand spreading may be employed 3.01 INSPECTION OF SUBGRADE layer of fill under building, and not less than one where machine is impractical. compaction test for each 5,000 sq. ft. of surface for each A. Inspect subgrades prepared as specified elsewhere in these layer of fill or un-disturbed earth to remain on areas of E. Finish Grades: Specifications and report any deficiencies to the Owner site to be covered by paving or walks; ASTM D1556. before beginning work. Commencement of work shall Approximately 6 inches below adjacent concrete sidewa s, indicate acceptance of subgrades by this Contractor. B. Contractor Tests: and/or curbs, except as specifically shown otherwise n the drawings; true to grades shown and straight wit in 1/4 3.02 CONSTRUCTION 1. Slump Tests inch in 10 feet when checked with a straight edge No "bird baths" will be allowed. A. General: Slump tests shall be taken by the Contractor when cylinders are taken, and shall show maximum slump 5" 3.04 ROLLING Deliver and place concrete as specified in CAST -IN -PLACE and minimum slump 3". CONCRETE. A. General: B. Curbs and Gutters: 2. Air Entrainment After rolling with medium weight steel -wheel roller, Air content by volume: 5% to 7% based on measurements roll with pneumatic, three wheel, or tande rollers 1. Configurations made in concrete mixtures at point of discharge at job longitudinally at sides and proceed toward enter of site at time slump tests are made. Air content by pavement, overlapping on successive trip by at least half Construct to cross -sectional details shown on drawings volume shall be determined in accord with ASTM C231. width of rear wheels. Altemate trips of oller shall be and at indicated locations. Curbs may be fully formed slightly different in length. or pulled and troweled to configurations shown on the 3.05 CLEANING CONCRETE drawings. B. Compression and Roller Marks: 2. Reinforcement A. Concrete approaches, sidewalks and related work shall be hosed down with water, scrubbed with fiber brushes, Roll until no further compression c be obtained and P allowed to dry and be left broom clean and in condition roller marks are eliminated. If re uired, roll diagonally Reinforce as indicated on the drawings with continuous acceptable to the Owner. in each direction with tandem ro r with second diagonal reinforcing bars lapped 30 bar diameters and securely rolling crossing line of first rolli tied at all splices. Metal chairs shall be used to 3.06 CLEAN-UP hold the reinforcing steel in the proper plane. C. Prevention of Mixture Adhesio to Roller: 3. Expansion Joints A. Upon completion of work of this section remove related debris from Keep wheels moistened with ater; excessive use of water premises. will not be permitted. Do of permit rollers to stand on Construct 1/2" wide expansion joints with joint filler pavement which has not en fully compacted and which has ' across lengths of curb at all tangent points and at not cooled to atmosphe temperature. not more than twenty foot intervals. Construct one END OF SECTION inch wide expansion joints with joint filler between D. Displacement: curbs and concrete paving. All fixed objects, such as buildings, poles, pipes, catch basins, etc., within or Keep movement of r ler slow enough to avoid displacement abutting the concrete shall be separated from the of mixture. Cameo any displacement at once by use of concrete by expansion joints. rakes and addition of fresh mixture. 4. Finishing E. Precautions: Finish surfaces with dense uniform texture equal to Prevent dropp' g of oil, gasoline and grease on pavement. burlap drag and cross -score with 1/4" deep cross joints at ten foot intervals with edges smoothed 1/8". - F. Hand Operati ns: 5. Joints Thoroughly compact edges of pavement along curbs, headers, aprons, anholes, valve boxes and similar places not Fill expansion joints with joint Hiller except for accessib to roller with lightly oiled hand -operated space 3/4" deep at surface. After concrete has set, vibratin rollers or mechanical tampers. clean the open joint above filler and fill with joint sealer in accordance with instructions of sealer 3.05 SPECI TESTING manufacturer. Th following tests shall be performed at no additional C. Traffic Approaches and Vehicular Traffic Surfaces: a ense if requested by the Owner. 1. Configuration A. traction and Gradation Test: Construct to cross -sectional details shown on drawings ASTM D2172 for each type. Number and location to be and at indicated locations. determined on the job by the Owner. 2. Reinforcement Field -In -Place Density Test: Reinforce with #3 minimum size reinforcing bars 18 ASTM D1188 for each type. Number and location to be inches on center both ways, unless otherwise indicated determined on the job by the Owner. or noted on the drawings. �o N m R1 torn E O rrn p� Ln I� Q X 6 v c N 3: C u U ++ m V1 t- O O o 'O n Q 0 •• m 0 Q tV W Lli ED tA Z W <Z V, LULU W W L1J Q V 0 U. o0V O W \Mi/ W V) W O .. . ............ KEI :;.......81658......y.�� �.q I R. STE����'�.� ....AL 'db �7 Sale As Shown DmWed br. TR Dimn br. cs ROW&W by ,ins Data AUGUST t. 2006 SHEET C702 16 25 of Project Nov 955-001 M 7 5 4 3 1 a u ISI or DETENTION BASIN_SUMMARY: AREA SERVICED = 3.59 ACRES 1% STORM (100 YEAR -STORM): DETENTION STORAGE MIN. VOLUME REQUIRED = 0.33 ACRE-FEET DETENTION STORAGE VOLUME PROVIDED = 0.65 ACRE-FEET DETENTION STORAGE RATE PROVIDED = 0.20 ACRE-FEET/AC MAXIMUM OUTFLOW RATE ALLOWED = 5.70 CFS MAXIMUM OUTFLOW RATE PROVIDED = 3.55 CFS RESTRICTOR SIZE = 8 INCHES (MIN,) PEAK WATER SURFACE ELEVATION IN BASIN = 20.75 FEET LANDSCAPE CONCRETE SAWCUT AND TIE INTO EXISTING CONCRETE CHANNEL TYPICAL EXTREME EVENT OVERFLOW-CONCRETE•LINED SWALE (NOT TO SCALE) B112-00-00 25' PUBLIC EASEMENT B112-00-00 I 35' HCFCD D.E. TB 21.0 I FL 20.11 FL 16.30 TB 21.0 FL 20.11 23'� CONCRETE J I I LINED SWALE VARIES SECTION 'A -A' (NOT TO SCALE) -8'- `FL=20.75 SECTION 'B-r (NOT TO SCALE) PROPOSED 6' PROPOSED 30" H.D.P.E. 40"x4O"x18" TRASH CAGE ANCHORED TO M.H. 8" •' LATCHES ■■■■■■■■■■■■■■ IA I ■■■.III III .■■■ /o■-wFa��■■■Fa - LATCHED LID YxY GALVANIZED • ■■■■■■400 NOTE: • TRASH DESIGN AND COST NTH BID ' KUYVJCV MANHOLE (TYP) WS ELEV 20 0._ • ' 30" JGROUT GROUT.18 SSL CLOSED 8 18"x28,5" C EXCEPT FOR A B" DIAM. 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I MA. /> LOT j J r r I f f j LOT f > i t f ] ' t f t I 0 30 60 15 45 GRAPHIC SCALE: 1" = 30' LEGEND CR LLB' CART RETURN CORRAL -K-K- -)I x CHAIN LINK FENCE EXISTING PROPOSED -DE- -CE- OVER HEAD ELEC. UNE -Or- -OT- OVER HEAD TELEPHONE'. -SS- m STORM SEWER UNE . . v1, LIGHT POLES -w- WATER LINE M, IW POWER POLE - '- - WASTE WATER UNE t �> DOWN WY -D'!- -FIT- FORCE MAIN w -oE- -1£- UNDERGROUND ELECTRIC Q QE ELECTRIC METER -UT- -JT- UNDERGROUND TELE �t 0T ELECTRIC TRANSFORMER - G - - G - GAS LINE ® m ELECTRIC PULL BOX ---- PROPERTY LINE PAIR+ FIRE HYDRANT DS-3,4,7 CRITICAL ENVIRONMENTA 04wW O WATER VALVE FEATURE ® 0 WATER METER "O'`' LIMITS OF CONSTRUCTI01 ® UI UTILITY VAULT -FL- FL- FL- FIRE LANE © © GAS VALVE -�- DIRECTIONAL FLOW ARR( i o m CURB DRAINAGE INLET ®0 GRATE DRAINAGE INLET CO0 CO• CLEAN OUTEXISTING N92 DRAINAGE AREDCO DRANAGE AREA (Ac.) oo COON DOUBLE CLEAN OUT 0 •. MANHOLE BOLLARD SIGN 14 PROPOSED DRAINAGE AF AB 2D O® PARKING STALLS 3.15 DRAINAGE AREA (Ae.) ACCESSIBLE PARKING k DOSTING DRAINAGE ARE BOUNDARY VAN VAN PARKING PROPOSED DRAINAGE At A BOUNDARY sm..:ensn TSARP FLOOD ZONES EROSION CONTROL LEGEND IO PLACE SILT FENCE AT GRATE INLET. SEE DETAIL SHEET C603. NOTES: 1. REFERENCE UTILITY SHEET C103 FOR ALL OTHER UTILITIES. _............ 2. WHERE THE STORM SEWER LINE CROSSES THE UTILITY LINES THE CONTRACTOR SHOULD EITHER ADJUST THE STORM SEWER FLOW LINES OR ADJUST THE DEPTH OF THE DRY UTILITIES TO AVOID CONFLICT. 3. CONTRACTOR IS TO INSTALL CHDPE ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ._..._.._.._ . .................. 4. NOT ALL DRAINAGE APPURTENANCES CES ARE SHOWN. TYPICALLY THERE ARE _.._._-.__.._. TEES OR WYES AT INTERSECTIONS . CONTRACTOR SHALL INCLUDE THESE IN BID WHETHER CALLED OUT OR NOT. MOIC094M STANDARD HCFCD NOTES FOR I MAP 2. N DRAWING CONSTRUCTION 1. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM AND A COPY OF THE APPROVED CONSTRUCTION DRAWINGS TO HCFCD, 990C NORTHWEST FREEWAY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT .............. / x ¢.._... '� ' DEPT. `� .•-t ; 2. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO 9 v ' ; THE HARRIS COUNTY FLOOD CONTROL DRISTRICT, PROPERTY MANAGEMENT t � . DEPARTMENT, REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING r: ? INSPECTION, THE DRAINAGE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE P:., %-- STAKED AND FLAGGED. '5 is 3. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. PAT? i . t-•yy'r•' .� ' N AND LOCATIONS SHOWN ON r ; f �g�� 4. BACKSLOPE SWALE AND INTERCEPTOR ELEVATIONS ^fah, PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD ...........r " {�< ; ;r �, VERIFIED BY THE EINGINEER PRIOR TO INSTALLATION. ,: i DISTURBED AREAS WITHIN THE CHANNEL OR - ` 5. ESTABLISH TURF GRASS ON ALL T r^r DETENTI ON RIGHT-OF-WAY,EXCEPT THE CHANNEL BOTTOM AND WHERE t P •--3 , MINIMUM ACCEPTANCE CRITERIA ARE f i..:'i STRUCTURAL EROSION MEAS URES ARE USED. M I a w�"� 75% COVERAGE OF LIVE BERMUDA GRASS AND NO EROSION OR RILLS DEEPER THAN 4". lCi 6. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTIR A STANDARD SPECIFICATION, SECTION 02315-EXCAVATING AND BACKFILLING, OR �-gv � r EQUIVALENT. { ^ i ?; 7. EXCAVATE CHANNEL VLOWLINE TO DESIGN ELECATION AS SHOWN ON PLANS M: AND DOWNSTRAM, AS NECESSARY, TO ENSURE NO WATER IN STORM SEWER P. DURING "DRY" CONDITIONS. { B. MAINTIAN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TI ..t ; t ; ORIGINAL CONDITION. t =' ';. 9. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTR01 ' Wk - - PLACED WIHTIN A r+ RIGHT-OF-WAY. r DISTRICT OR DRAINAGE RIGHT OF Y FIRST OBTAINING A FILL PERMIT FROM �^ DESIGNATED FLOOD PLAIN AREA WIHTOUT THE APPROPIATE JURISDICTIONAL AUTHORITY. t. 10. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND � S WITH ASSISTANCE FROM ENGINEER IF T . FEDERAL PERMITS AND APPROVALS NECESSARY. R: DETENTION DATA r TOTAL SITE AREA - 3.59 AC L. I TOTAL PROPOSED DEVL OPED AREA = 1.66 AC ----...... - .... -..- „.DETENTION STORAGE RATE _ 02 ACRE-FEET/AC tr Jfl` TOTAL DETENTION VOLUME REQUIRED = 0.33 AC -FT , TOTAL DETENTION VOLUME PROVIDED = 0.65 AC -FT { MAXIMUM DESIGN WATER SURFACE ELEVATION = 20.75 MAXIMUMALLOWABLE DISCHAR GE RATE - 5.70 CFS MAXIMUM OUTFACE DISCHARGE RATE = 3.55 CFS ¢ OUTFALL RESTRICTOR SIZE 8 INCHES (MIN,) PO ND AREA POND POND = 28, 374.36 CF = 0.65 AC -FT �f r' MITIGATION REQ. BASE FLOOD ELEV = 22.00 FT REQ. MITIGATION = 0,3411 AC -FT PROP. MITIGATION = 0.100 AC -FT ry/r RESTRICTOR PIPE 8 ;.. ; ¢ Q = 3.60 COS3) 2(32 p ALLOWABLE OUTFALL RATE 648 * 0.0088 = 5.7 CFS !y TOTAL BASIN VOLUME= 1.35 AC -FT STOP i CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) I U C p y as v 3 (0 •� to ('/) E 0 v0 C\ W m m If CA Q x Y U C 0 O o 3 �n< 0 g �1 Q W VLn ZpGQZ O W W O mki Z Z 0.Iw O Obe - ..^ O tssss v, O Z W M W Q I- J W Q ,a„ ,rl us yea ,"„ems ��(��(��,//'��////77���vA v k.1 O 1 F � % KEITH SCHAUER ♦ ..................•.,........... S � 1p, ;•� 81658 0: �� F 6, FL.• +,`SSG.... -7W Sale As Shown DeN8W br, TR Drawn b): CS Reviewed by. ,KS Data AUGUST 1, 2006 SHEET C802 17OF25 Project No: 955-001 8 ( 7 6 5 4 I 3 I 2 I l