The URL can be used to link to this page

Item 6F - PlansGHARLES FOAELL LOT: 50R1 Je iGo Estates DOG D214081158 LUD e LOW DENSITY RESIDENTIAL ZONING: SE -IA Foul Etux Mary G. Thoennes Lot 33 Je 11 IGo Estates Volume 555-� 1 Page 41 F.R.T.G.T. LUD s LOW DENSITY RESIDENTIAL ZONING: SE -IA Lot 54 EstatoS V® Umo 55b_� , F0ee P.R.TL.T. LUD = BOA D�N� TY RES DENT AL ZON N& SF= A AeUStin Ouintoro and spouse, Ri0nG0 OUintc O Lot 55 �c iG0 Estates V® Urno 5�55 , P0eo F.R.T.,.T. LUD = LOA DENS T� RES DENT AL ZON NG: SF= A 'M Lot a, OGk Rivor Oaks Addition Cob. A, 5 d. 2215 F.R.T.�.T. <MARR FROPERT ES, L c LUD = LOA DENSITY RES DENT AL ZON NG : SP2 40'-0" 48'-V 1 S 8�°5�'21" W 128.08' oil i 4' 6' CONCRETE SIDEWALK 3q'-5" ac 4 is <� O L ST/ F- MMON ACCESS EASEMENT FIR LANE/GO oN 82°25121" E 81.1� °3��\ R 3� 2� * =T 02 zc !� (D� ' LG - N 45 2 I50 II A M LOT: 7R, BLOC,: Rivor Oaks Addition A SHAAR A PROPERTIES/ LLG LUD = 00 YR. FLOOD PLAIN/ OFF GE GOMMERG AL AND LOA DENS TN' RES DENT AL ZONING: S=F=2 Lot 4, OGk River, Oaks Addition Cab. A, 5 d. 1225 P.R.T.G.T. AELLS FAR50 SANK LUD = LOA DENS T RES DENT AL ZON NG: P=2 LOT: 5, 5LOCK 5(0,055 Sp[. fit. 0.,�525 OGr-65 A SHAAR A PROPERT ES, LLCI LUD = LOA DENS TNr RES DENT AL ZON NG : S=F=2 m 5 TE DATA SUMMAR°` CHART EX15TINO ZONING S-P-2 (01 USES) PROP05ED ZONING S-P-2 (01 USES) LAND USE DE51ONATION (LUD) OFFICE COMMERCIAL ACREAGE 0.566 ACRES 25,526 SF AREA OF LANDSCAPE 14,554 5F PERCENTAGE OF LANDSCAPE 56% AREA OF IMPERVIOUS COVERAGE II,Ig2 5F PERCENTAGE OF IMPERVIOUS COVERAGE 44% NUMBER OF STORIES 2 1/2 STORIES (ALLOWED) I (SHOWN) MAXIMUM BUILDING HEIGHT 35 FEET(ALLOWED) 32'-4" (5HOWN) TOTAL PROP05ED BUILDING AREA 5,255 5F PERCENTAGE OF 51TE COVERAGE 21% PARKING APPROVED PER CONCEPT PLAN THE APPROVED PARKING RATIO FOR THE DEVELOPEMENT A5 A WHOLE TO BE I:Ig3. PARKING REQUIRED: 15PAGE / Iq3 5F PARKING PROVIDED 5,255 5F / Ig3 = 27 SPACES LOT 6 STANDARD 21 LOT 6 HANDICAP 2 TOTAL LOT 6 23 C, HILLSIDE z O d L � o � o JOHNSON 3 PROJECT LOCATION \^oa 0 � o I.0 y � m N 5OUTHLAKE BLVD. v o m SUMMARY CHART - BUFFERYARDS LOCATI ON ! REGUIREDI LENGTH BUFFERYARD CANOPY ACCENT TREES SHRUBS FENCE fSCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PROVIDED WIDTH I TYPE TREES NORTH REQUIRED 128' NA PROVIDED 128' SOUTH REQUIRED 129' NA PROVIDED 129' EAST REQUIRED 213' NA PROVIDED 213' WEST REQUIRED 223' 10' 1 F1 7 13 22 F-1 PROVIDED 22T 10'!F1 7 13 22 TOTALS 7 13 22 OTHER COMMENTS- 1 _ WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBAGK LINE AND PUBLIC R_O_W., SHRUBS OBTAINING A MATURE HEIGHT OF THREE (T) OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES EDGES OF THE PARKING OR DRNE AREA (30"j ON CENTER CONTINUOUS ALONG ALL PAVED 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50°% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR. SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY TREES ACCENT TREES SHRUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE L SQ. FT. 1 LSO FT. ) REQUIRED 2,627 SF 75% 5 11 66 394 SF 53 SF PROVIDED 10,490 SF 100% 5 11 66 691 68 "Tti[O Y CREDITS USED IN CALCULATIONS: PRESERVE S APPLIED TO CREDIT 11 CANOPY TREES OTHER COMMENTS: SITE WILL BE IRRIGATED BY AN AUTOMATIC. UNDERGROUND IRRIGATION SYSTEM DESIGNED 3Y A LICENSED IRRIGATOR, COMPLETE WITH RAIN AND FREEZE SENSORS_ SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10.0 OF THE SOUTHLAKE LANDSCAPE ORDINANCE, 544-8_ LOT & RIVER OAKS ADDITION �j WALE: pgggpir NORTH S 1 TE: PLAN G 1 TY OF 5OU7HL.AKE: APPROVED SHEET --_M OF _ — APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER YIGINIT`r MAP 44 O L\ � CJ� 00 00 00 I� 00 75 w O N � � ,� U cn X CI) o � ' cn LLJ LLj LLJ f11 N Ilk N N ;� S I TE FLAN ZA I cf-0068 FOR RIVER OAKS RIVER OAK5 DRIVE G 1 TY OF 5OUTHL,AKE TARRANT COUNTY, TEXAS IbOci2 OWNER: VIKRAM CAPITAL, LTD. 1100 N. PEYTONVILLE SOUTHLAKE, TEXAS -160412 TELE #:4112-64q-6216 APPLICANT: R06ER (SKIP) BLAKE 1202 S. WHITE CHAPEL ROAD, SUITE A SOUTHLAKE, TEXAS 76Og2 TEL: 617-466-g5g1 BLAKEARCHITECTS 1202 S. White Chapel Road Suite A Southlake, Texas 76092 817-488-9397 DATE: COT. 30, 2oia SHEET I OF 2 DATE w w I I� N4 QI0 �I I x y Q Z LU z,ul Z n o w o OV-1Zv 0 Q 0 w lu a I7A SCALE: 1/&"= I'-O° kvl ii N NJ 7 n O n to n 4 0 m } w J W H F V �nJ 2 W _J L ,6 acres 26 sq� ft� Mary G. Ihoe Lot 3 J0hco E a volume Pag 4 P.R. C. EUD=LOW RESID NT ZONIN P \f LUD=I-F RESID ZONIN Agan lnspouse TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISH TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT IRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSION CONTROL PLANS. NOTE: NO LANDSCAPE PLANTINGS WITHIN 18" OF PARKING LOT CURBS. SUMMARY CHART - BUFFERYARDS LOCATION / LENGTH OF BASE LINE REQUIRED/ LENGTH BUFFERYARD CANOPY ACCENT TREES SHRUBS FENCE/SCREENING HEIGHT AND MATERIAL PROVIDED WIDTH / TYPE TREES NORTH REQUIRED 128' NA PROVIDED 128' SOUTH REQUIRED 129' NA PROVIDED 129' EAST REQUIRED 213' NA PROVIDED 213' WEST REQUIRED 223' 10' / F1 7 13 22 F-1 PROVIDED 223' 10' / F1 7 13 22 TOTALS 7 13 22 OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W., SHRUBS OBTAINING A MATURE HEIGHT OF THREE (3') OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR. SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY TREES ACCENT TREES SHRUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE (SQ. FT. ,l (SQ. FT. ) REQUIRED 2,627 SF 75% 5 11 66 394 SF 53 SF PROVIDED 10,490 SF 100% 5 11 66 691 68 'NOTE ANY CREDITS USED IN CALCULATIONS: PRESERVED TREES APPLIED TO CREDIT 11 CANOPY TREES OTHER COMMENTS: SITE WILL BE IRRIGATED BY AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGATOR, COMPLETE WITH RAIN AND FREEZE SENSORS. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10.0 OF THE SOUTHLAKE LANDSCAPE ORDINANCE, 544-B. PARKING LOT LANDSCAPING - % PARKING BETWEEN BUILDING & ROW = 25%-75%. REQUIRES 20 SF/STALL - 23 STALLS X 20 = 460 SF REQUIRED PARKING LOT LANDSCAPING. - 537 SF PARKING LOT LANDSCAPING PROVIDED. NOTE: SITE WILL BE IRRIGATED BY AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGATOR, COMPLETE WITH RAIN AND FREEZE SENSORS. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10.0 OF THE SOUTHLAKE LANDSCAPE ORDINANCE, 544-B. F I I I I CAUTION! ! ! UNDERGROUND UTILITIES ARE LOCATED IN THIS AREA. 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTACT LINE LOCATES FOR FRANCHISE UTILITY INFO. CALL BEFORE YOU DIG: TEXAS EXCAVATION SAFETY SYSTEM (TESS) 1-800-344-8377 ( TEXAS ONE CALL SYSTEMS 1-800-245-4545 BEFORE j LONE STAR NOTIFICATION CENTER YOU DIG... 1-800-669-8344 EXT. 5 PLANT SCHEDULE LOT 6 TREES CODE QTY /a FRA TEX 2 ORNAMENTALTREES CODE QTY . �sr LAG T31 6 PRU MEX 6 ORNAMENTALTREES CODE QTY t- Jh CER CAN 12 CODE QTY ILE VOM 31 BOTANICAL NAME Fraxinus texensis Quercus shumardii Quercus virginiana Ulmus crassifolia BOTANICAL NAME COMMON NAME SIZE HEIGHT Texas Ash 2" Cal. 8'-10' HT Shumard Red Oak 2" Cal. 8'-10' HT Southern Live Oak Cedar Elm COMMON NAME Lagerstroemia indica 'Tuscarora' Crape Myrtle Prunus mexicana Mexican Plum BOTANICAL NAME COMMON NAME Cercis canadensis Eastern Redbud BOTANICAL NAME Ilex vomitoria 'Nana Ilex x 'Nellie R. Stevens Muhlenbergia capillaris Rhaphiolepis indica GROUND COVERS CODE QTY BOTANICAL NAME OCYN DAC 11,218 sf Cynodon dactylon LOW GROUNDCOVERS CODE QTY IN NAS TEN 195 COMMON NAME Dwarf Yaupon SPACING REMARKS As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound 4" Cal. 12' Height Min 4" Cal. 8'-10' HT. As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound SIZE HEIGHT SPACING REMARKS 45 gal. 8' As Shown 2.5" Cal. 8' SIZE HEIGHT SPACING REMARKS 2.5" Cal. 6' Height Min As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound SIZE HEIGHT SPACING REMARKS 5 gal. 18"-24" 36" oc Container grown, mature root system but not root bound. Full broad top Nellie R. Stevens Holly 10 gal. 36" Min Pink Muhly Grass 5 gal. 18"-24" Indian Hawthorn' Pinkie' 5 gal. 18"-24" COMMON NAME SIZE HEIGHT Bermuda Grass sod BOTANICAL NAME COMMON NAME SIZE HEIGHT Nassella tenuissima 'Pony Tails' Mexican Feathergrass 1 gal. 10"-12" Salvia greggii 'Red' Autumn Sage 1 gal 10"-12" 48" O.C. 48" O.C. 36" oc Container grown, mature root system but not root bound. Full broad top SPACING REMARKS SPACING REMARKS 24" o.c. Container grown, mature root system but not root bound. Full broad top 24" o.c. Container grown, mature root system but not root bound. Full with Red blooms THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 01/26/21, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. PLANTING NOTES: 1. PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 2. ALL PLANT MATERIAL_ TO BE NURSERY GROWN STOCK. 3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. 4, ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER. 5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3 OF HEIGHT. 6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND LAWNS. 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT ALL ENTRANCES TO SITE. & PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS, WHERE SHRUBS ARE LOCATED ALONG CURB, SET SHRUBS BACK FROM CURB 3 FT. 9. SEE DETAIL SHEET FOLLOWING FOR PLANTING DETAILS. 10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER AND SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. 11. IF EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE, WORK TO INCLUDE REMOVAL OF ALL SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS AND OTHER INVASIVE GROWTH; AND ALL INTERFERING BRANCHES. MAKE ALL CUTS FLUSH TO REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR TO VERIFY PRIOR TO PRICING. 13.INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS, REFER TO SPECIFICATIONS. FILE ALL CORNERS SMOOTH. 14ANSTALL CURLEX BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4; 1 OR GREATER. 15. AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE OFF SEASON. PURCHASE AND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION. NORTH 0 20 40 60 SCALE: 1" = 20'-0" LOT 6 LANDSCAPE PLAN S I TE FN C 1 T"' OF SOL�THLA<E: AFFOV=;1 SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER VICINITY MAP W& 0 0 o� O O O 0 > � _D U o U o o � N 0 D — r4-) V o Z (M J ti CIOo, a o J Z o H � V � W W H •.V U N U m °D a a a. a. LU CL LLJ fn �x o d CL > vi a = Q m= V V a z m Z • 0 V � a 6 U a Z Z W Q I !\f M a LLJoz Z W 0 a a Y a o 0 I O C-(-D Cf F L� to W I O I O I (n I 0 O w Z L� SITE FLAN Z II�f-00&a \ FOR RIVER OAKS DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: VIKRAM CAPITAL, LTD. 914 LIPSCOMB FORT WORTH, TEXAS 76104 TELE #:9728498216 APPLICANT: ROGER (SKIP) BLAKE 1202 S. WHITE CHAPEL ROAD, SUITE A SOUTHLAKE, TEXAS 76092 TEE: 817-4889397 DATE: OCT. 50, 20`� L-2 SMELT OF DATE IUl L- U & TI Lot Rico E Dlume Pag( P.R.I =LOW RESIDE ZONING _T ------------- lerr------- �� r------ �� dot 4> BIo d.6 River Oak,, Cab A, S PRTCT WELLS F A <' BUD=I-OW DENS Z 0 N I D G o S 12' 5 C Agin Qousee� I cD TREE REMOVAL Number DBH Common Name THERE ARE NO EKS7C TREES ON TRA& SITE 499 EXISTING TREE TO BE REMOVED 0 499 O)EXISTING TREE TO BE PRESERVED Comment —Reason PRESERVE TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISH TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT RRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSION CONTROL PLANS. CAUTION!!! UNDERGROUND UTILITIES ARE LOCATED IN THIS AREA. 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTACT LINE LOCATES FOR FRANCHISE UTILITY INFO. CALL BEFORE YOU DIG: TEXAS EXCAVATION SAFETY SYSTEM (TESS) 1-800-344-8377 4 TEXAS ONE CALL SYSTEMS 1-800-245-4545 BEFORE LONE STAR NOTIFICATION CENTER YOU DIG... 1-800-669-8344 EXT. 5 NInTF NO LANDSCAPE WITHIN 18" OF LOT CURBS. THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 01/26/21, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. PLANTINGS PARKING NORTH 0 20 40 60 SCALE: 1" = 20'-0" LOT 6 TREE PRESERVATION VICINITY MAP ,6 acres 26 sq° ft. Mary & Moe Lot 3 Jdhco E a Volume Pag 4 P R. C. LUD=LOW RESID NT ZONIN �R SUMMARY CHART - BUFFERYARDS LOCATION / REQUIRED / LENGTH BUFFERYARD CANOPY ACCENT TREES SHRUBS FENCE / SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PROVIDED WIDTH / TYPE TREES NORTH REQUIRED 128' NA PROVIDED 128' SOUTH REQUIRED 129' NA PROVIDED 129' EAST REQUIRED 213' NA PROVIDED 213' WEST REQUIRED 223' 10' / F1 7 13 22 F-1 PROVIDED 223' 10' / F1 7 13 22 TOTALS 7 13 22 OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W., SHRUBS OBTAINING A MATURE HEIGHT OF THREE (3') OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR. SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY TREES ACCENT TREES SHRUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE S( Q• FT.) L SQ. FT. )- REQUIRED 2,627 SF 75% 5 11 66 394 SF 53 SF PROVIDED 10,490 SF 100% 5 11 66 691 68 *NOTE ANY CREDITS USED IN CALCULATIONS: PRESERVED TREES APPLIED TO CREDIT 11 CANOPY TREES OTHER COMMENTS: SITE WILL BE IRRIGATED BY AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM DESIGNED BY A LICENSED IRRIGATOR, COMPLETE WITH RAIN AND FREEZE SENSORS. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10.0 OF THE SOUTHLAKE LANDSCAPE ORDINANCE, 544-B. PLANT SCHEDULE LOT 6 BOTANICAL NAME Fraxinus texensis Quercus shumardii Quercus virginiana Ulmus crassifolia CER CAN (I) ORNAMENTALTREES CODE QTY BOTANICAL NAME COMMONNAME 2.5" Cal. I` 7 \ \ \ :. \ LAG T31 6 Lagerstroemia indica Tuscarora Crape Myrtle / II ( ) CER CA 0 PRU MEX 6 Prunus mexicana Mexican Plum �trla� I (l) T Ae a r I ° ILE VOM ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME (8) _ _-5 zj-1. _ ,�� i C �� _ q 2" Cal. 1 ♦ 1 CER CAN 12 Cercis canadensis Eastern Redbud P \f LUD=L� RESID ZONIN Agus!n Qousee anC� sp TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISH TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT IRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND EROSION CONTROL PLANS. NOTE: NO LANDSCAPE PLANTINGS WITHIN 18" OF PARKING LOT CURBS. CAUTION!!! UNDERGROUND UTILITIES ARE LOCATED IN THIS AREA. 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTACT LINE LOCATES FOR FRANCHISE UTILITY INFO. CALL BEFORE YOU DIG: TEXAS EXCAVATION SAFETY SYSTEM (TESS) 1-800-344-8377 TEXAS ONE CALL SYSTEMS 1-800-245-4545 BEFORE 1 LONE STAR NOTIFICATION CENTER YOU DIG... 1-800-669-8344 EXT. 5 CODE QTY ILE VOM 31 BOTANICAL NAME Ilex vomitoria 'Nana Ilex x 'Nellie R. Stevens' Muhlenbergia capillaris Rhaphiolepis indica GROUND COVERS CODE QTY BOTANICAL NAME CYN DAC 11,218 sf Cynodon dactylon LOW GROUNDCOVERS CODE QTY F79NAS TEN 195 SIZE HEIGHT SPACING REMARKS 2" Cal. 8'-10' HT. As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound 2" Cal. 8'-10' HT. As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound 4" Cal. 12' Height Min 4" Cal. 8'-10' HT. As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound SIZE HEIGHT SPACING REMARKS 45 gal. 8' As Shown 2.5" Cal. 8' SIZE HEIGHT SPACING REMARKS 2.5" Cal. 6' Height Min As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound SIZE HEIGHT SPACING REMARKS 5 gal. 18"-24" 36" oc Container grown, mature root system but not root bound. Full broad top Nellie R. Stevens Holly 10 gal. 36" Min Pink Muhly Grass 5 gal. 18"-24" Indian Hawthorn' Pinkie' 5 gal. 18"-24" SIZE HEIGHT sod BOTANICAL NAME COMMON NAME SIZE HEIGHT Nassella tenuissima 'Pony Tails' Mexican Feathergrass 1gal. 10"-12" Salvia greggii 'Red' 36" oc Container grown, mature root system but not root bound. Full broad top SPACING REMARKS SPACING REMARKS 24" o.c. Container grown, mature root system but not root bound. Full broad top 24" o.c. Container grown, mature root system but not root bound. Full with Red blooms THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 01/26/21, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. PLANTING NOTES: 1, PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK. 3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER, 5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3 OF HEIGHT. 6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND LAWNS. 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT ALL ENTRANCES TO SITE. 8. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. WHERE SHRUBS ARE LOCATED ALONG CURB, SET SHRUBS BACK FROM CURB 3 FT. 9. SEE DETAIL SHEET FOLLOWING FOR PLANTING DETAILS. 10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER AND SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. 11. IF EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE. WORK TO INCLUDE REMOVAL OF ALL SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS AND OTHER INVASIVE GROWTH; AND ALL INTERFERING BRANCHES. MAKE ALL CUTS FLUSH TO REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR TO VERIFY PRIOR TO PRICING. 13.INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS. REFER TO SPECIFICATIONS. FILE ALL CORNERS SMOOTH. 14.INSTALL CURLEX BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4; 1 OR GREATER, 15. AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE OFF—SEASON. PURCHASE AND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION. NORTH 0 20 40 60 SCALE: 1" = 20'-0" LOT 6 LANDSCAPE PLAN S I TE f= N (�:, I T-r OF �OUT�4LA<E AFFOVE:7) SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK N CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER U) w VICINITY MAP 00 Co M 0 0 0 0 0 c� > O 0 U 0 m \ O N 0 I� V o M _ J I� W J o 0 8) Z O C ti P. R U W W H U V y F— m Q � � a W05 o a as> V 0 2= z -R Z W aa�= LL J o z` Z W 0 0 O 5 E FLAN Z q-00&a FOR VET OA<5 RIVER OAKS DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: VIKRAM CAPITAL, LTD. 914 LIPSCOMB FORT WORTH, TEXAS 76104 TELE #:972-849-8216 APPLICANT: ROGER (SKIP) BLAKE 1202 S. WHITE CHAPEL ROAD, SUITE A SOUTHLAKE, TEXAS 76092 TEL: 817-488-9397 DATE: CC-,7. 50/ 2-0 L-2 SHEE7 OF DATE Contact nformation: TREE STAKE SOEUT NS www.treestakeso utions.com JEFF TULEY 903 676 6143 3" MULC "U" BRACKET NAIL STAKE FORM SAUCER 2 X BALL DIA. THIN BRANCHES BY 113 RETAINING SHAPE OF PLANT. (DO NOT CUT LEADER.) STAKING FOR MULTI —TRUNK TREES & TREES 2" CAL. & UNDER SCALE: NOT TO SCALE THIN BRANCHES BY 1 /3 RETAINING SHAPE OF PLANT. (DO NOT CUT LEADER.) - FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX. WATER & TAMP TO REMOVE AIR POCKETS 7ES T SO THAT TOP OF ROOT IS 2" ABOVE THE �HED GRADE F ALL CUTS OVER I" DIA. OR RING : fell] 1:1.111W:1Iman ]:iIN10It NAIL STAKE "U" BRACKET >PECIFIED PLANTING MIX VATER & TAMP TO ;EMOVE AIR POCKETS SPREAD RM UCER TREE PLANTING — GUY WIRES OVER 2" CALIPER SCALE: NOT TO SCALE PLANTS/SPACING PER PLAN 0 0 c cc c4�� o w �- 3" MULCH INSTALLED ,r U A BEFORE PLANTING o ° 3" MULCH IIIIIIIIIII I''''' I��IIIIII•I11', I III •� •• BED PREP PER SPECS NOTE: 6" WIDTH IS MINIMUM. IF PLANTED IN DEFINED BED, PREP, ENTIRE BED AS SHOWN ON DRAWINGS. SHRUB PLANTING SCALE: NOT TO SCALE BEDDING PLANTS/ EDGING DETAIL SCALE: NOT TO SCALE MAINTAIN SAUCER ON LOWER SIDES OF PLANT TO RETAIN WATER EDGING 1 " ABOVE FINISH GRADE 4" STEEL EDGING STAKE ON INSIDE OF BED THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 01/26/21, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. cXD 0 m 0 0 0 0 0 O U U 0 m O t N _ D — — � V o M J no 0 14- ti Z C r H 0 a 0 W W H F- U 2 ti L t ' - 2 U r LL m a Q w ti a LU a am LU w o CL CL a g :�'_ � m �_ v v a ZZ2of ORIGINAL GRADE R LL � z Z OF SLOPE 0 ( Y K a TREE/SHRUB PLANTING ON SLOPES SCALE: NOT TO SCALE PLANTING DETAILS SITE CLAN (�:, I T-r OF �OUT�4LA<E AFFOV=) SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK N CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER VICINITY MAP O Cf� Q W H W Q H O c� LL � W 0 I 0 0 L� L � Q I 0 O LLj : Q z W J LL 5 E FLAN Z q=00&a FOR VET OA<5 RIVER OAKS DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: VIKRAM CAPITAL, LTD. 914 LIPSCOMB FORT WORTH, TEXAS 76104 TELE #:972-849-8216 APPLICANT: ROGER (SKIP) BLAKE 1202 S. WHITE CHAPEL ROAD, SUITE A SOUTHLAKE, TEXAS 76092 TEL: 817-488-9397 JImw A&Ecke ArcCtects 1202 S. White Chapel Road Suite A Southlake, Texas 76092 0 817-488-9397 DATE: OCT. 50/ 2-0 SIHEE7 OF DATE SECTION 02830 TREES SHRUBS, AND GROUNDCOVERS PART I GENERAL 1.01 DESCRIPTION OF WORK A. Scope 1. Bed prep 2. Metal edging 3. Topoil 4. Planting 5. Mulching 6, Guarantee B. Related Work Specified Elsewhere 1. General Requirements - All locations 2. Section 02740 - Irrigation Trenching 3. Section 02750 - Irrigation 4. Section 02800 - Lawns 1.02 QUALITY ASSURANCE A. Contractor Qualifications Minimum of three (3) years experience on projects of similar characteristics and size. B. Reference Standards: 1. American Joint Committee Of Horticultural Nomenclature: Standardized Plant Names, Second Edition, 1942; 2. American Association Of Nurserymen: American Standard For Nursery Stock, 1973 C. Substitutions 1. Substitutions accepted only upon written approval of Landscape Architect and Owner. 2. Submit substitutions possessing same characteristics as indicated on plans and specifications. D. Inspection and Testing 1. The project Owner's representative reserves the right to inspect and tag plants at the place of growth with the Contractor. 2. Inspection at place of growth does not preclude the right of rejection due to improper digging or handling. 3. Owner's representative reserves the right to request soil samples and analysis of soil and plant mix. Remove or correct unacceptable soil. Cost of testing by Contractor. 0161 no]M0/G\[00 A. Certificates 1. Submit State and Federal certificates of inspection with invoice. (Only if required by Landscape Architect.) 2. File certificates with Owner's representative prior to material acceptance. 1.04 PRODUCT DELIVERY, STORAGE, & HANDLING A. Preparation of Delivery 1. Balled & Burlaped (B&B) Plants a. Dig and prepare for shipment in manner that will not damage roots, branches, shape, and future development after replanting. b. Ball with firm, natural ball of soil, wrapped tightly with burlap covering entire ball. C. Ball size and ratios: conform to American Association of Nurserymen standards unless otherwise shown on plant list. 2. Pack plant material to protect against climatic & seasonal damage, as well as breakage injuries during transit. 3. Securely cover plant tops with ventilated tarpaulin or canvas to minimize wind -whipping and drying in transit. 4. Pack and ventilate to prevent sweating of plants during transit. Give special attention to insure prompt delivery and careful handling to point of delivery at job site. B. Delivery 1. Deliver fertilizer, fertilizer tablets, peat, mulch, soil additives, and amendment materials to site in original, unopened containers, bearing manufacturer's guaranteed chemical analysis, name, trade name, trademark, and conformance to State law. 2. Deliver plants with legible identification and size labels on example plants. 3. Protect during delivery to prevent damage to root ball or desication of leaves. 4. Notify Owner's representative of delivery schedule in advance so plant material may be inspected upon arrival at job site. 5. Deliver plants to job site only when areas are prepared. C. Storage 1. Protect roots of plant material from drying or other possible injury with wetted mulch or other acceptable material. 2. Protect from weather. 3. Maintain and protect plant material not to be planted immediately upon delivery. D. Handling 1. Do not drop plants. 2. Do not damage ball, trunk, or crown. 3. Lift and handle plants from bottom of container or ball. 1.05 JOB CONDITIONS E. Planting Season Perform actual planting only when weather and soil conditions are suitable in accordance with locally acceptable practices. F. Protection Before excavations are made, take precautionary measures to protect areas trucked over and where soil is temporarily stacked. 1.06 GUARANTEE A. Guarantee new plant material for one year after acceptance of final installation (le Final Acceptance of project). B. Make replacement (one per plant) during one year guarantee period at appropriate season with original plant type, size and planting mixture. C. Repair damage to other plants, lawns, & irrigation caused during plant replacement at no cost to Owner. D. Use only plant replacements of indicated size and species. PART II PRODUCTS 2.01 MATERIALS 1. Hardy under climatic conditions similar to locality of project. 2. True to botanical and common name variety. 3. Sound, healthy, vigorous, well branched, and densely foliated when in leaf; with healthy well -developed root system. 4. Free from disease, insects, and defects such as knots, sunscald, windburn, injuries, disfigurement, or abrasions. 5. Conform to measurements after pruning with branches in normal positions. 6. Conform to American Association of Nurserymen standards unless shown differently on plant list. 7. Trees: C. Single, straight trunks, unless indicated otherwise b. Trees with weak, thin trunks not capable of support will not be accepated. C. All multi -stem trees are to have a minimum of three stems, similar in size and shape, with a spread of approximately 2/3 of the height. All yaupons to be female. Crape myrtle color selection by Landscape Architect. 8. Nursery grown stock only. 9. Subject to approval of Landscape Architect. 10. Seasonal color C. Annuals in 4" pots or as specified b. Perennials in 4" pots, clumps, bulbs as specified B. Topsoil 1. Natural, fertile, friable soils having a textural classification of loam or sandy loam possessing characteristics of soils in vicinity which produce heavy growth of crops, grass, or other vegetation. 2. Free of subsoil, brush, organic litter, objectionable weeds, clods, shale, stones %" diameter or larger, stumps, roots or other material harmful to grading, planting, plant growth, or maintenance operations. 3. Presence of vegetative parts of Bermuda grass Cynodon dactylon), Johnson grass, nut grass (Cyperus rotundus), and other hard to eradicate weeds or grass will be cause for rejection of topsoil. 4. Test topsoil (cost by Contractor): a. Available nitrogen b. Available phosphorus C. Available potash d. Iron e. Ph: 5.5 to 7.0 f. Decomposed organic matter: 6-10% C. Mulch 1. Top Dressing Mulch - Shredded cypress or hard wood only 2. Mulch for soil prep - Shredded pine bark 3. In pre -packaged bags only; bulk shredded material is unacceptable. D. Peat Moss Commercially available baled peat moss or approved equivalent. E. Staking Material 1. Stakes for tree support C. Construction grade yellow pine, stain brown b. Size as noted on plans 2. Wires C. Padded with rubbed hose to protect tree b. Galvanized C. With galvanized turnbuckle d. Evenly tighten turnbuckles with plant in vertical position. F. Water 1. Free of oils, acids, alkali, salt, and other substances harmful to plant growth 2. Location: Furnish temporary hoses and connections on site. G. Sand Washed builders sand H. Antidesicant "Wilt -proof" or equal. I. Edging - 3/16" X 4" green, new and unused; with stakes. 2.02 MIXES A. Planting Mixture Existing topsoil - 50% 3. Shredded pine bark - 50% 4. Fertilizer 10:20:10 at 30 Ib./1000 SF B. Planting Mix for Annuals/Perennials 1. Prepare above mix 2. Add 2" of sand C. Azalea mix: solid peat moss in hole 9" wider than root ball each direction. Plant in solid peat moss and provide mound at base of plant to allow for drainage. D. Japanese maple, dogwood, camellias: Provide 50/50 peat moss to topsoil mix, raise for drainage. PART III - EXECUTION 3.01 UTILITIES - verify location of all utilities prior to initiating construction; repair any damage caused by construction at no cost to owner. 3.02 INSPECTION A. Inspect plants for injury and insect infestation; prune prior to installation. B. Inspect site to verify suitable job conditions. 3.03 FIELD MEASUREMENTS A. Location of all trees and shrubs to staked in the field and approved by Owner's representative prior to installation. B. Location of all groundcover and seeding limits as shown on plans. SKIII,�W.(67_\1/_\RolI■ZOI:i,I_illlil[o A. Pits 1. Shape - Vertical hand scarified sides and flat bottom. 2. Size for trees - 2 feet wider or twice the root ball, whichever is greater. 3. Size for shrubs - Size of planting bed as shown on drawings. 4. Rototill soil mix thoroughly, full depth. 5. NOTE: If beds are proposed beneath drip line of existing tree canopy, pocket prep plants. Do not roto-till beneath existing trees. B. Obstructions Below Ground 1. Remove rock or underground obstructions to depth necessary to permit planting. 2. If underground obstructions cannot be removed, notify Owner's representative for instruction. C. Excess Soil Dispense of unacceptable or excess soil away from the project site at Contractor's expense. 3.05 PLANTING A. General 1. Set plants 2" above existing grade to allow for settling. 2. Set plants plumb and rigidly braced in position until planting mixture has been tamped solidly around ball. 3. Apply soil in accordance with standard industry practice for the region. 4. Thoroughly settle by water jetting and tamping soil in 6" 1 ifts. 5. Prepare 3" dish outside root ball after planting. 6. Thoroughly water all beds and plants. 7. Stake trees and large shrubs as indicated on plans. 8. Apply antidesicant according to manufacturer's instructions. 9. Apply commercially manufactured root stimulator as directed by printed instruction. 10. Plant and fertilize bedding plants per trade standards. 11. Apply 3" mulch top dressing. B. Balled Plants 1. Place in pit of planting mixture that has been hand tamped prior to placing plant. 2. Place with burlap intact to ground line. Top of ball to be 2" above surrounding soil to allow for settling. 3. Remove binding at top of ball and lay top of burlap back 6". 4. Do not pull wrapping from under ball, but cut all binding cord. 5. Do not plant if ball is cracked or broken before or during planting process or if stem or trunk is loose. 6. Backfill with planting mixture in 6" lifts. C. Container Grown Plants 1. Place in pit on planting mixture that has been hand tamped prior to placing plant. 2. Cut cans on two sides with an acceptable can cutter, and remove root ball from can. Do not injure root ball. 3. Carefully remove plants without injury or damage to root balls. 4. Backfill with planting mixture in 6" lifts. D. Mulching 1. Cover planting bed evenly with 3" of mulch. 2. Water immediately after mulching. 3. Where mulch has settled, add additional mulch to regain 3" thickness. 4. Hose down planting area with fine spray to wash leaves of plants. D. Pruning 1. Prune minimum necessary to remove injured twigs and branches, dead wood, and succors; remove approximately 1 /3 of twig growth as directed by landscape architect; do not cut leaders or other major branches of plant unless directed by landscape architect. 2. Make cuts flush, leaving no stubs. 3. Paint cuts over 1" diameter with approved tree wound paint. 4. Do not prune evergreens except to remove injured branches. I;�11I=a1IlI11to A. Stake edging alignment with string line prior to installation. Use framing square to insure right angles are true. B. Install all edging straight and true as indicated on drawings. Where edging layout is circular in design, maintain true and constant radii as shown. C. When required on slopes, make vertical cuts (approximately 6" on center) on bottom of edging to allow bending without crimping edging. D. Install edging so that approximately 1" is exposed on lawn side. Edging should not be visible from bed side after application of mulch. E. Align edging with architectural features (ie pavement joints, windows, columns, wall, etc.) when drawings indicate. F. Bend all corners, do not cut corners. G. Interlock all pieces with pre -fabricated connectors. H. Install with all stakes on inside of planting bed. I. Remove, file off all sharp corners and burrs. THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 01/26/21, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. 3.07 CLEAN-UP A. Sweep and wash all paved surfaces Remove all planting and construction debris from site, including rocks, trash and all other miscellaneous materials. 3.08 MAINTENANCE A. Contractor responsible for routine, and regular maintenance of site until Final Acceptance is awarded by Owner. Work includes: 1. Weeding (weekly) 2. Watering (as required) 3. Pruning 4. Spraying 5. Fertilizing 6. Mulching 7. Mowing (weekly) B. Provide Owner and Landscape Architect with preferred maintenance schedule in writing. Schedule shall include the above -listed tasks and shall address all frequencies, rates, times, levels, etc. PLANTING SPECS S I TE f= N T-r OF �OOUT�4LA<E AFFOV=) SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER VICINITY MAP 00 0 M 0 0 0 0 0 O O O O m \ \ \ \ O N 0 D N-) U C:)Z CO Z J 9 W J Z o U LLI W 1- U 2 � � n CNLLI a N CEO i a II LLI n o aso0 n J V V 2) Z Z L J Zg U a Z >� W h C a LL J oz co W 0 Z Y a 0 0 O Cf� Q W W Q CDO cn w o W 0 I 0 0 I v� Q I 0 O �i < Q z W J w 5 TE FLAN Z q-00&a FOR V 0A<5 RIVER OAKS DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: VIKRAM CAPITAL, LTD. 914 LIPSCOMB FORT WORTH, TEXAS 76104 TELE #:972-849-8216 APPLICANT: ROGER (SKIP) BLAKE 1202 S. WHITE CHAPEL ROAD, SUITE A SOUTHLAKE, TEXAS 76092 TEL: 817-488-9397 I A& 1`1110111111i B ck rcO tects 1202 S. White Chapel Road Suite A Southlake, Texas 76092 0 817-488-9397 50/ 2-0`� L-4 SHEET of DATE FINISH GRADING, LAWN WORK, WILD FLOWERS PART I - GENERAL A. Work includes turf establishment (sod, hydromulch, etc.) as described on drawings. B. Make required analysis and material tests for topsoil, fertilizers, and other materials of similar character per current methods of the Association of Official Agricultural Chemists, when required. C. Grass seed shall conform to tolerances for germination and purity per applicable standards of U.S. Department of Agriculture. D. The turf contractor shall have a stand of grass established prior to substantial completion of the project. If this is not possible due to time of year or schedule, he shall maintain and protect the seeded areas until the grass is established. PART II - PRODUCTS 2.01 TOPSOIL MATERIAL A. Topsoil material (stockpiled, as specified in Specifications) has been saved for use in finish grading. After sifting out all plant growth, rubbish, and stones, use for areas designated to receive grass. If stockpiled topsoil is not sufficient quantity to complete work, furnish acceptable topsoil from another approved source to provide four inches (4") of topsoil for grass areas unless otherwise noted on drawings. Grass areas shall be defined as the graded areas disturbed during construction not to be paved or built upon. B. Acceptable topsoil material shall be defined as natural, fertile, agricultural soil, capable of sustaining vigorous plant growth, uniform composition throughout admixture of subsoil, free of stones, lumps, plants, and their roots, sticks, or other extraneous matter; do not deliver while in a frozen or muddy condition. 2.02 FERTILIZER A. Provide a commercial balanced fertilizer delivered to the job in bags labeled with manufacturer's guaranteed analysis. Store in weatherproof storage, place in such a manner that its effectiveness will not be impaired. B. Fertilizer shall be a grade containing the percentages of plant food elements by weight as specified elsewhere in these specifications. C. Availability of various elements shall be per Standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Grass seed shall be of the previous season's crop and the date of analysis shown on each bag shall be within nine (9) months of the time of delivery to the project. When requested by the Owner or Representative, the seeding contractor shall furnish a sample of seed from each bag for testing. B. The seed shall comply with all provisions of the U.S. Department of Agriculture as to labeling, purity, and germination. �lill�lll[1lal►[! A. Dry straw or hay of good quality, free of seeds of competing plants and at such rate of 1 1 /2 - 2 tons per acre; or, B. Wood cellulose or cane fiber mulch at a rate of 1,000 pounds per acre when the slope is 3/4:1 and steeper; or, C. A combination of good quality dry straw or hay free of seeds of competing plants at a rate of 2 1 /2 tons per acre and wood cellulose or cane fiber mulch at a rate of 500 pounds per acre. This combination shall be used when the slope is flatter than 3/4:1; or, D. Sericea lespedza seed bearing hay at a rate of 3 tons per acre. This mulch may be applied green or air dried, but must contain mature seed. E. Manufactured mulch materials, such as soil retention blankets, erosion control netting, or others that may be required on special areas of high water concentration or unstable soils. When these materials are used, follow the manufacturer's recommendations for installation. 2.05 HYDRO -MULCHING Wood cellulose fiber or cane fiber mulch will be applied with hydraulic seeding and fertilizing equipment. All slurry ingredients shall be mixed to form a homogeneous slurry and spray applied within one hour after the mixture is made. When wood cellulose or cane fiber mulch is used at the 500 pound per acre rate, straw or hay mulch with asphalt emulsion is applied over this to complete the mulch. Wood cellulose or cane fiber mulch at the 1,000 pound per acre rate is used alone where other mulch material will not stick. Wood cellulose or cane fiber mulch is self anchoring. PART III - EXECUTION MOM�17 91L11051= The site grading contractor will be responsible to stockpile acceptable topsoil in a sufficient quantity to provide four inches (4") minimum cover for all grass areas, including but not limited to all curbed islands, and topsoil planting mounds/berms at the appropriate height and width as defined and shown on the landscaping and/or planting drawings. The topsoil and grass areas shall be further defined as any area disturbed during the grading and construction process. The site grading contractor, shall be responsible to spread the topsoil within all perimeter graded areas and future building areas only. The site grading contractor shall be responsible for backfilling of all curbed islands and planting mounds/berms. They shall also be responsible for removal of all stones, roots, and raking of all topsoil areas hat are to be seeded and/or planted. It will also be the site grading contractor's responsibility to provide fertilizer, grass seed, and any additional topsoil required and mulching. 3.02 GRASS SEEDING A. Remove stones, roots, rubbish and other deleterious materials from topsoiled areas that are to be seeded. B. Immediately prior to sowing seed, scarify ground as necessary; rake until surface is smooth and friable. Sow seed evenly, lightly wood rake into 02800-3 C. ground, then roll ground with suitable roller; water thoroughly with fine spray. During any weather, keep lawn watered with sprinklers or other approved methods. Re -seed any areas not doing well or damaged. At intervals as may be required according to seasonal conditions, mow and water grass and execute necessary weeding until acceptable and full stand of grass has been obtained. D. Provide permanent grass seeding for lawn areas so indicated. Seed in accordance with the following schedule (unless otherwise directed by Owner or Owner's Representative:: 1. Sow areas ready for seeding between March 1 and October 1 with Hulled Common Bermuda at a rate of 85 pounds per acre. 2. Sow areas ready for seeding between October 1 and March 1 with Unhulled Common Bermuda at a rate of 90 pounds per acre, and Annual Rye Grass at the rate of 50 pounds per acre. 3. Apply fertilizer at a rate of 20/25 pounds per 1,000 square feet. 3.03 WILD FLOWERS A. Areas indicated on plans to receive wild flower coverage shall br fine graded, fertilized, and prepared in a manner similar to traditional turf establishment. B. Area to be hydromulched with seed mix as follows: Tickseed 10 pounds/acre Cosmos 15 pounds/acre Ox-Eyed Daisy 5 pounds/acre Side Oats Grama 4 pounds/acre Showy Primrose 0.5 pounds/acre Plains Coreopsis 2 pounds/acre Black Eyed Susan 2 pounds/acre Indian Blanket 10 pounds/acre Texas Bluebonnet 4 pounds/acre Little Bluestem 4 pounds/acre 3.04 MULCH A. All areas to be seeded shall be mulched. B. Mulch materials shall be applied uniformly over the seeded area. Mulch shall be straw and shall be at the rate of 1 1/2 - 2 tons per acre. B. Mulch shall be anchored with an emulsified asphalt binder at the rate of 10 gallons per 1,000 square feet. 911I181.Z1]Igo1111 1 Provide, at no additional cost to Owner, fencing, railing, wire or other types of protection for topsoiled and seeded areas against trespassing and damage. If lawns are damaged prior to Final Acceptance, treat or replace them as directed. Remove protection when so directed. 3.06 MAINTENANCE Provide maintenance from start of work until Final Acceptance. Maintenance includes watering of lawns, weeding, mowing, edging, repairs of wash -outs and gullies, repairs to protection, and other necessary work of maintenance. Maintain slopes against erosion. 3.07 REHYDROMULCHING The Owner's representative will designate areas to be replanted. Areas on which a stand of growing grass is not present in a reasonable length of time, (Bermuda grass seed should be germinating in 6-8 days) shall be prepared, reseeded and remulched, as specified for original planting at no additional cost to Owner. A stand shall be defined as live plants from seed occurring at a rate of not less than 1,000 growing plants per square foot. Replanting required because of faulty operations or negligence on the part of the Contractor shall be performed without cost to Owner. A. At time of final inspection of work, and before final acceptance, clean paved areas that are soiled or stained by operations of work of this section. Clean by sweeping or washing, and remove all defacements or stains. B. Remove construction equipment, excess material and tools. Cart away from site any debris resulting from work of this section and dispose of as directed. SECTION 02922 SODDING PART I - GENERAL 1.01 DESCRIPTION A. Work Included 1. Sod bed preparation 2. Fertilizing 3, Sodding 4. Miscellaneous management practices B. Related Work Specified Elsewhere 1. Finish Grading, Section 02800 2. Lawns and Grasses, Section 02930 1.02 REFERENCE STANDARDS A. Standardized Plant Names American Joint Committee of Horticultural Nomenclature, Second Edition, 1942, B. Texas Highway Department - Standard Specifications for Construction, tern 164, Seeding for Erosion Control, 1.03 SUBMITTALS A. Vendors Certification That Sod Meets Texas State Sod Law 1. Include labeling requirements. 2. Include purity and type. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A Sod: 1. Previous season's crop with date of analysis on each bag. 2. Furnish and deliver each variety in separate bags or containers. 3. Sod to be cut no more than three days before delivery. B. Fertilizer: 1. Unopened bags labeled with the analysis. 2. Conform to Texas Fertilizer Law. 1.05 JOB CONDITIONS A. Planting Season: 1. Only during suitable weather and soil conditions. 2. As specifically authorized by the Owner's Representative. B. Schedule - Only after all other construction is complete. C. Protect and Maintain Sodded Areas 1. From traffic and all other use. 2. Until sodding is complete and accepted PART II - PRODUCTS 2,01 MATERIALS A. Sod: 1. Sod: As specified on drawings, weed, insect, and disease free having a minimum of 1 inch of topsoil attached to the roots and cut no more than three days prior to installation. 2. The sod shall be cut in strips of at least 1 /2 sq. yd. and not more than 1 sq. yd. Sod shall be cut into strips not less than 12" in width or more than 9' in length. At the time of harvest, the top growth shall not exceed 3" in length. 3. All sod shall conform to the laws of the State and shall be obtained from sources meeting the approval of the Department of Agriculture, Division of Entomology. B. Fertilizer: 1. Uniform in composition, free flowing. 2. Suitable for application in approved equipment. 3. Analysis of 16200, 1688 or as directed. C. Water: 1. Free of oil, acid, alkali, salts or other substances harmful to growth of grasses. PART III EXECUTION 3.01 SOD BED PREPARATION A. Cultivate to a depth of four (4") inches by disking and tilling with a power tiller. THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 01/26/21, WHO MAINTAINS THE ORIGINAL FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. B. Clear surfaces of all materials: 1. Stumps, stones, and other objects larger than one inch 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with sodding or maintenance. C. Prepare sod bed: 1. Remove soil clods larger than one inch (1 2. Grade areas to smooth, even surface, removing ridges and filling depressions. Final grade to be below finish grade of curbing and edging as shown on details. All grades shall meet approval of Owner's Representative before sodding. 3.02 SODDING A. Sodding: 1. Lightly water prepared grade, lay sod with staggered joints and with edges touching. Topdress with topsoil at edges if necessary to provide smooth surface. On slopes of 2 to 1 and greater, fasten sod in place with wood pegs (two each piece) or other approved method. Sod damaged by storage or during installation shall be rejected. Following settling, topdress with screened, approved topsoil. 2. Water and fertilize at 5 Ids. per 1 ,000 sq. ft. 3. Sod shall not be placed during a drought, nor during periods when sod is not normally placed in the area, and shall not be placed on frozen ground. No dry or frozen sod is acceptable. 4. The contractor shall keep all keep all sodded areas moist and growing until Final Acceptance. All areas shall be maintained in an acceptable condition until acceptance by Owner. B. Rolling: 1. After placing sod, roll with a hand roller, weighing not more than 100 Ibs. per foot of width, in two directions. 2. Eliminate all air pockets; finished surface should be free of excessive undulations. 3,05 MAINTENANCE AND MANAGEMENT A. Includes protection, replanting, maintaining grades, repair of erosion damage. Also includes weekly mowing at 1 1 /2" height until final acceptance. B. ResoddIng: 1. Resod damaged or unacceptable areas. 2. Ruts, ridges, and other surface irregularities shall be corrected. VICINITY MAP co 00 CD0 0 0 O O O O O m \ \ \ \ O N O V z J o w J o Z C H a V Ir LLI W H X U r Q 4? a < aW05i o Iaa>� :31Qm= V 'VA a-, -C 2 C: Z v+ a z 0 V r < Z 2 Q a ZW Q2 U LN coL W 0 0 O C_ Cf� Q W W Q O On w o W 0 I 0 0 I L v� Q I 0 O : Q z W Ld w SITE FLAIL ZX qI 00&a FOR V OA<5 RIVER OAKS DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 76092 OWNER: VIKRAM CAPITAL, LTD. 914 LIPSCOMB FORT WORTH, TEXAS 76104 TELE #:972-849-8216 APPLICANT: ROGER (SKIP) BLAKE 1202 S. WHITE CHAPEL ROAD, SUITE A TURF SPECS TELT817-4,88 397 6092 � I TE FLAN r__, I T'r OF �OUT�4LA<E SHEET - - - - - OF ----- APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER JA&B cke Arch tects 1202 S. White Chapel Road Suite A Southlake, Texas 76092 817-488-9397 DATE: OCT. 50/ 2-0 S HEE7 OF DATE APPROXIMATE LOCATION OF EXISTING POND ROCK RIPRAP SPILLWAY so ,I t ast EXISTING DETENTION POND Charles Powell Lot 30 - F Jellico Estates Cabinet A, Slide 1' P.R. T.C.T. 1 REF. RIVER OAKS ADD. PLANS BY WMS & ASSOC. 1-10-07 DRAINAGE AREA CAPTURED IN EX. POND ON LOT 30-R. EX. POND OUTFALLS NORTH OF RIVER OAKS PROPERTY EXISTING DETENTION POND \ REF, RIVER OAKS ADD. PLANS I \ / / BY WMS & ASSOC. 1-10-07 I EX, FEMA TRIBUTARY BB-9. REF, FLOOD STUDY BY NAVE REF, RIVER OAKS ADD. PLANS ENGINEERINGM INC. DATED BY WMS & ASSOC. 1-10-07 �„ 6-21-06 ADDITIONAL 1.10 CFS DETAINED 110 5' utility easement PQ e 25 0 �° TO ACCOUNT FOR THIS AREA \ Aq o Volume PRBT.C. P.R.T.C.T. g BYPASSING DETENTION POND \ F` \ � cn \ \ °I �! wrought jron fence o e al fenco- / sewer Lo uy 2"irf brick ppollee - - - - - - - - J guy o o - cleonout - - - - - * 30 power wir column - - u c - - s ' 32" ale o ire c,I - - - - -- V o e 1 /2"irf power \ \ 60 ° barbed wire fence sewer HSB pole O _ I D - o e , po r gote ' 197,76 manhole bent - 2E \ pole 1 2"irf 5*57 - - - - - - 3 _ op sewe T Rim=655. FL PVC in=642.07' y 40 BL *31,829 sq. ft. side flood II 12" PVC = 45.24' \ F out= c^ \ *0.731 acres outsi load F 12" OVC t 645.1 ' \ N manh le T/Rim=652.94' 40' BL R FL 18" RCP in (W)=643.44' \ 1 Zone X N FL 30 RCP gin (N)=642.73' !! �, (other areas) - I-il FL 30" RCP out (S)=642.71' \ approximate Zone AE \ L L \s\ O W V 3 \ 47,508 Cl. ft. \ Va \ �o�co- R-2 * 00 4 1. acres total I 3 O c z \ \ �'� �: \ L=11 .93 I v -o � \ � � \ \ LC=IS 0*40'32- Zt ate Zone X \ 118.1 - - - - U ad or as) 9 - - ° \ 30 BL 10' P.A.E. N- - - - - - - - - I 1.4' T/Rim= 50.87' \ , __ ----- L 18" PVC in=6 0.61' 1 bentNf 87*58'01 " �/ o c n rete 18" PVC out= 40 57' pole fence on line' \ sewer 'g 1 /2"irf rn� Smanhole N 15' BL 52.61' D y ° T'S C/i - 8 N '`� /�1' ��4 CON�M -- - -- 0.6L wire FL �•� PCC 5 �� _ water - - I D4 Ire valve - - o hydrant 10' P. A. E. 3 S 1 3not B monk D 9 1 ri rap � IF \ �"\1� *14,579 sq. ft. outside flood � N R. e er *0.335 acres outside flood 10' UE N 82*35 ,4 E \ i Zone X rn 5 0 38.82' 40'• \ (other areas) Ln N S•�' o*6 9 sq. f . in flo N rf � j romp \ *1.415 acre in flood - - \ Qp 1 15' h rant 1 ram N wot r \ I C IR ? cant o et r sign I\ I *=8*59'S6" \ I C volvesi * o OTIN wote, a O R=200.00 \ \ 0 ' approx ate Zonl ul PARKINGN valve I\ I L=31.41 \ a p ° I (other flo d a a 5 U N o PROJECT o Z i a? I I LC=N 73*49'03" E\ 6 °. S FOR INFORMATION -' ONLY 31.38 70 I f 1 \ \ �D`m rn ° ,a I EDLA G 0- °U, R=520.00 -z:- W fnd HSBI'irf L=83.36 \ \ 00 � m) cmi LC=N 01 *25'24" Wewer \ \ try 7 I \ 83.27 manhole\ Lot 8, Block 1 1 I I T/Rim=649.28' \ \ \ v\ River Oaks Addition ! 18" PVC in=639.02' ab. A, Sld, 12215 JI of 8" PVC out=638.95' P.R. T.C.T. i -0of DI \ \ I I n m \ ! a mI I \ \ o O C ! ` 1 /2' r b \ G Di O� I 10' P.A. I I °a HSB ele tric ° LP,I li.C. No. D208: 00 (cm I ris r c- G D.R.T.C.T. fn 1 cm se er ° W j clepno Pproximote location \ o 0 15' BL I oter _ I Drainage Easement \ _ - eter 00 I Cab. A, Sid. 12215 \ °c o 1 O I P.R.T.C.T. \ \ \ \ o < wer ' �2 ' U E� ••f . O I approximate Zone X \ �°C - I (other flood areas) \ 1/2"irf - 5 I O 17,037 sq. ft. outside flood \ \ HSB z I I 0.391 acres outside flood \ (cm) s I * • sewer Zone X X\ Paul Etux Mary G. z Thoennes p Lot 33 rn Jellico Estates o Volume 388-91, Page 41 CD P. R. T. C. T. 00 OS-1 N po *s7 power poles CIA pole Patrick M. O'Leary Lot 34 Jellico Estates Volume 388-91, Page 41 P. R. T. C. T. 1 /2"irf HSB _ (cm) power pole z na)• III CD 11 I � • h 11 •J111YCf R� �1 '� 21�' �f •� c a t er valve •� °� concrete t • �•� x fn d ••iR, (cm) hh --� F -- _g U.& P.A.E. nd _ _I - - cm inlet *= 1 sign 24' Common 71 *23 04" Access Esmt. 1/2"irfR=25.00 Ox fnd j I -�- - - - - ,et HSB L=31.15 j (cm) LC=N 43*12'50" - - - 9.17 sewer j - - 10' S' Sig ramp manhole* I \ n' �\ I ' 1 /2"irf t ater1 �HSB (cm) l v ve, � inlet inlet, R 0 ce on line' Lot 4R1 R, Block 1 Stonebridge Park C.C. No. D209037495 D. R. T. C. T. IC roximote location 1 ainage Easement IC A, Sld. 12215 0 P.R.T.C.T. �1 I SCALE 1" = 40' 0 20 40 80 REFERENCE RIVER OAKS ADDITION PLANS BY WILLIAM M. SMITH & ASSOCIATES DATED 1-10-2007 FOR OFFICE PARK DRAINAGE DESIGN AND CALCS. LEGEND 690 - _ EXISTING ELEVATION CONTOUR �6gp PROPOSED ELEVATION CONTOUR A 2 FLOW DIRECTION DRAINAGE DIVIDE DRAINAGE AREA DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C TC (MIN.) 15 1100 (IN/HR) (IN/HR) Q5 (CFS) Q100 (CFS) COMMENTS OS-1 1.80 0.35 15 4.86 7.98 3.06 5.03 FLOWS MATCH MASTER DRAINAGE MAP FOR OFFICE PARK G 1.60 0.90 10 5.74 9.24 8.27 13.31 FLOWS MATCH MASTER DRAINAGE MAP FOR OFFICE PARK \ RATIONAL METHOD CIA = Q RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM) RUNOFF COEFFICIENT = 0.90 FOR OFFICE COMMERICAL ZONIING; C = 0.35 FOR UNDEVELOPED In 0 o C O Z 3 00 Q Qn� l 00 5 W N N � n �A Z a Q 7 W J < Z = n Z U_ U) a Er I r Q Q Z 0 W Z Q z I � z p Z > N W J J 0 a m.. Z (An W 2 r-: F0 U L W Z W � O 2 C fl 5 U LLJ C/) z Q J CL a Cn Z x O LLJ U LU QQ J C) z O U \w / `v0 ) LU CI) O W W 4 j Z 0 W H a'La O3 Q 0 Z 25 W}N M Q O CSw,a M Z 3 c 0:a0o W LaI � G Jw La �2iio 0 LLI Q� Z W d' CE ct Liam a O 0000 W _ LI_ O Z La 0 G = X ma W Y w 0 Q z_ Q O M O N 2 to 2 O I N D : Q \ Y I.: 1C O (1-1 V) O tz N G N LLJo W j W O I Lai3 CY3 Q4 �z o 0 0 W a 0 m r Q amm SHEET C1.01 D21-130 DAMAP.dgn 2/26/2020 10:58:03 AM ZA19-0069 Cab. A S d. 12215 5 ; 1 1 I 01 )8" PVC out=638.95' \ SCALE 20' - ul a a p 0 0 20 40 `! Z t0 49 n P.R.T.C.T. U. 0; a �N� i D SITE GRADING LEGEND W o I ' � i �' I I \ FF = FINISHED FLOOR a ] u ^_ I TP = TOP PAVEMENT O 00 •- 1 "' 1 j i TI = TOP INLET TG = TOP GRATE INLET ] o Z a � �_ L.L. /2 Ir e ectrlc; \� a W Q S IQv, �� TC = TOP CURB Oo 1 0m �0' ) rider GT = GUTTER ZLLI Q L o LLI 1 x fnd00 FG = FINISHED GRADE Z I (cm) LLJ sewer \ ° '�proxlmate location TW = TOP WALL BW = BOTTOM WALL O a m _ _ _. _.._ 9 _ ) clelano n g aS ra a e Easement en _ Low LINE FL F U z � W .._ _____- - -------------- j w a t e r co _ .._- _.._ .._.._ ---- � � ab A, Id 1 \ Cob. 215 F DIRECT LOW DI EC ION _ _..- ---. Q _____i e e : CO I RWiz P. R.T.C.T. - power 9 --- " �� _._. " �I TW 6 5. o _.._.•-• - -approximate ,._.._.._ BW 655.00 ••-i' U C ' TC 653.00 � ' _ . GT 652.50 __. Irf ' O j ;' one a Z X 649 EXISTING ELEVATION CONTOUR - C a > 9 pole TW 658. oo _.._.._. ".. BW 655.00 _ ------ other flood areas l PROPOSED ELEVATION CONTOUR _ .. -660- fence on line 1 2 1 r f __..._._--.__.__._____ �05 i i 0 : .. � 1 37 outside flood sq ft. d d ' TP 653.80 1 0 39 acres outside flood HSB TW 658.50 - ; r-- � TC 652.80 z ; I Oo TREE PROTECTION � BW 655.00 FL 653.70 (cm) r GT 652.30 Isewgr , �r1 Zone X TP 654.10 FG 652.40 ® nl ! hoIe other areas Lu CD TP 654.90 Z Q RETAINING WALL .50 TP 65500 TC 653 oo GT 652.. TP 652.20 i , Q _ (JI TP 654.80 . a t e r d- D I 99 •----------------- 15' B L �l a ry G. CONSTRUCT TP 655.00 TP 653.10 1 meter . 0 � ) 2 p vc 1' WIDE PILOT TP 2.3o TP 652.00 � 1 0+ 1.5"pvc Z X Z i n e s CHANNEL FF 655.00 TP�652.70 1/2"Irf Ill 87 w Q 33 TC B :::IMPORTANT::: Q< TW 658.50 BW 655.00 TP 653.70 FL 654.00 652.60 GT 652.10 TP 651.80 1 C m) ! L CONTOURS REPRESENT FINISHED GRADES. ALL :: FINAL GRADING NOTE!! PAVING SHALL BE EXCAVATED TO SUBGRADE PER ULij 0 3.80 1 1 �1 Page 4 1 C FG 654.50 -1�3 j I 1 TYPICAL PAVING SECTIONS (SEE DETAILS). FINISHED GRADES SHOWN HEREON REPRESENT TOP PAVING. TOP SOD AND/OR � Q z I : :light' I OF OF LANDSCAPING. J Q 0 T. FL 654.00 TP 654.80 TC 652.60 1 !!! CRITICAL ::: UNLESS NOTED OTHERWISE. = O Q $ TP 654.90 GT 652.10 ; ; LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR UNDER NO CIRCUMSTANCES SHALL SOD OR z D 0 LANDSCAPING BE PLACED ABOVE THE BRICK O TP 655.00 1 1 I IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING LEDGE. FINAL GRADE SHALL ENSURE POSITIVE (, w C T 654.70 1 I ) UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE FLOW AWAY FROM THE BUILDING AND OTHER THE C1� i C j j COMMENCEMENT OF ANY CONSTRUCTION. STRUCTURES. w j 0 99 1 Q N 1 TC 652.•20 ) �' U) p 0 Ve� TP 652.30 GT 651.70 TC 651 . 70 f n d j 0 pond C CONTRACTOR NOTICE p o TP GT 651 .2o 0 uo O power 652.80 1 ALL SIDEWALKS, AND PAVED AREAS, REOU I R I NG ADA ACCESS SHALL BE pole o e TP 652.90 U� TC 651..70 1 Y2 �� Irf CONSTRUCTED WITH 5% (MAX. ) SLOPE AND 2.0% (MAX. ) CROSS SLOPE IN J j GT 65120 H S B Cr1"1 Q � ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES _ _ _.._.._.._.._ I 1, CD AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE CONSTRUCT FL 653.50 1 -3 PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES 1' WIDE PILOT ; TC 652.20 1 �p (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. - - CHANNEL TP 655.00 651.70 ; . , .� �,- TP 654.80 ROUGH GRADING SHALL BE WITHIN 0.1 FT + OR - OF FINISHED GRADES SHOWN. ; W W TC 652. 70 UNDER PAVEMENT AND/OR BUILDING F I N I SHED FLOORS. F I N I SHED GRADES SHALL zo W o o TP 654.90 GT 652.20 BE CONSTRUCTED TO THE TOP OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE WZ;>. RETAINING FOR VERIFICATION OF ADA ACCESSIBILITY TO ALL DOORWAYS. ETC. IF ANY > } Z> WALL TC 651.30 GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/ADA ACCESSIBILITY �J `"~ . 00z Z czvia "'� Q z TP 653.00 GT 650.80 . GUIDELINES. THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY. IN WRITING. 0c0tnCCA 00 �� 0. TW 658.50 , ater �• 012 TO THE ENGINEER FOR RECONCILIATION. WojW �w z �dca: BW 655.00 FL 653.20 � z O J > �, u, 5 valve •� � �� w� ZW�� J TP 653. 70 /� TC 651 .80 •'�•,` D - a m d l GT 651.30 FG 652.30 ` �� o U- 0. o i% e concrete •.� GENERAL NOTES (A = y h d t � o�/, m a Y '•�................._._._......_ r TC652.70 GT 652.20 `. '' '� '• x fnd ._... .-..... ._....._.- ....._.. _._. �• ' U.Bc P.A. '�• + 1 . CONTRACTOR I S RESPONSIBLE FOR DEMOLITION. CLEARING AND REMOVAL M N N`- 2 V; 2 0 _ k M. O'Leary TC 654.90 GT 654.40 •. TG 651.35 . (am) •�' n d _ of EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES � 7 a Lot 3 4 TW 658.50 B - GT 650.35 ` EX. GT 650.25 _ - - _ - - __ --- THAT MAY CONFLICT WITH PROPOSED LAYOUT. o rn Y 4 Y _ o EstatesLn BW 655.50 .�.. ........................ . TC 651 �• EX. TC 650.82 le inlet k -I 2. THE TOP FOUR (4 ) INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND W ULJ N O y GT 651.30 �� EX. GT 650.32 - 1 2 3 0 4" STOCKPILED FOR LANDSCAPE USE ALL CUT OR FILL SLOPES To BE 3H . 1 V OR W _ 3 Q� 3 8 8- 91) Page 41 TC 654.70 9 ,.�•' GT 654.20 21 .._...a••-•' -' ` �•, I R- 2 5.0 0 x fnd t FLATTER UNLESS OTHERWISE NOTED. o Q 0 W a it Q = Wo ~ Z R. T. C. T. •_.._• _•• ; - • .._• 2 Irf S.................. TC 651.70 �. GT 650.70 '�,,� EX. TC 650.75 EX. GT 650.25 � 1 2 Irf ' / 00 , 3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO 9,. _.._.. 1 /2 Irf --TW Q 1 U .1.- n '� HSB t - 1 . 1 5 THE OR [ G [ NAL CONDITION [ T I ON OR BETTER. RESTORED AREAS INCLUDE. BUT ARE NOT Q 659.00 BW 656. 00 s __ _- _ __-----' ��. ----- - '�•' -` 9 9 9 `L\ / _ C 12 5 0 . MS CULVERT LIMITED To TRENCH BACKFILL. SIDE SLOPES. FENCES. IRRIGATION SYSTEMS. a HSB -��- ___ ... ......-- -_ 9 ___ _ '.,, TC 652.00 �••�, - 1 /w'y PIPES. DRAINAGE DITCHES. DRIVEWAYS. PRIVATE YARDS. ROADEWAYS. ETC. CT 651.50 � sewer (Cm) •�•'�" 29.17 C 655.60 � , �., i ;, �manhole ; 4 . ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHN I CAL REPORT. „ m 655.10 39 ��'�-- sign ' ramp AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6 LIFTS AND COMPACTED TO 95 RETAINING ...... ....... ...- -- - ' 1 ♦ - 1 STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY .... GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL 81 0) 1 /2"irf �i BE BORNE BY THE CONTRACTOR. power TC 656.00 ' a ter HSB am pole TW]BW 658.50 GT 655.50 S 5 * 21 17" E 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A z L v IV 1 Inlet n I E MINIMUM OF 1% SLOPE AROUND BUILDING PAD. 80.32 1 -___-- 6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND LAYOUT. 7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING --- u- Q ` 8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. 43.0 O 9. PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY STANDARDS. o M� �- 0 1 10. TOPOGRAPHICAL SURVEY INFORMATION OBTAINED FROM SPRY SURVEYORS. W o 11. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED Z WITH CONSTRUCTION ACTIVITIES. ALL GRADED SLOPES NEXT TO CREEK SHALL SHEET IMMEDIATELY STABILIZED WITH HYDROMULCH AT MINIMUM OR GRASS SOD. C1.01 ZA19-0069 SCALE 1'' = 20' /] ir a a -0 0 10 20 40 Z z Z'T P.R.T.\.T♦ °' `'` of PAVING LEGEND X °° U V DN w 00 • \ i C \�' FT] \ 6" THICK CONCRETE PAVEMENT W/ #3 BARS a zN U _ 00 �� \ @ 18 O.C.E.W. (PARKING AREAS) O N o \J ' f \ RS1Z � 4 " THICK CONCRETE SIDEWALK W/ #3 BARS W aZ x Z J Q _j U 1 „ r �2 Q electric o 0 �� @ 18" O.C.E.W. N 0. = ' HSB ' ri\er �� a Z W 00 Z 00 J"11 i x fnd ' (cm) selwer o location \ _j o N z J i proximate W cleanA u W 5 B --- , I Dra` n age Easement Fo _ .. o " --- ---- � water : a 00 C 2215 -Uj >o _ ....._..__._ __ _ _ _ a . meter •� 1 O R P. T.C.T. 99 *5 9 \.......\-8co V _•._..�. 99 . . irf U E. i I O approximate one _ > lll-'-III. ' .. - (other flood areas) •_.._•,_••_.._ i ° 1 /2"irf 2' SIDEWALK FLUME (-� O sq. outside e flood CONTRACTOR NOTICE ' D ! 0.391 acres outside flood HSB ' r, BI J L �D-�D •D •D•-•SS D r.° (� ! ADJUST CLEANOUT TO Z ; i i ALL SIDEWALKS AND PAVED AREAS REQUIRING ADA ACCESS SHALL BE (cm) A ° ° ° MATCH NEW PAVEMENT Ilea Ise r Zone X CONSTRUCTED WITH 5% (MAX. ) SLOPE AND 2.0% (MAX. ) CROSS SLOPE IN W • D. D. D. ' 0 I\nhole (other areas ORDER To ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES (� RETAINING of 4 AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE z Q WALL 2'SIDEWALK PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES Q = D 4 RAMP WITH HAND RAILS FLUME ° o i (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. J W ` • ADJUST WATER 1 i METER T 0 9 9 -- ------------------------- 15 B ADA meter MATCH NEW PAVEMENT ! 2 p Vc RELOCATION Q 1' WIDE PILOT ° RAMP \ i 4, ! 1.5"pvc UTILITY NOTE: Z X Z CHANNEL ° D �� 1 \2 Irf ® I F ANY EX I ST I NG UT I L I TY POLES. POWER POLES. 0 _ LL] ~ Q J �\ HSB j I �1 GUY WIRES. TELEPHONE UTILITIES. ETC. ARE FOUND CONSTRUCTION NOTES: U Q W W $ TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. W ' O + WITH D D • Do' I m i Crp • ( I ' THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AREAS DISTURBED BY CONSTRUCT 1 ON W 1 LL BE FULLY Q z ! .°RAMP HAND RAILS ,`. - ° 6 ` -�8 UTILITY COMPANY AND COORDINATE THE RELOCATION OF SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED °.',� ' I !I ig h t AS DIRECTED BY ENGINEER. ANY AND/OR ALL SUCH UT I L I T I ES (NO SPEC I AL PAY) . Q = Q/� \ ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE ::: CRITICAL ::: 0 D! D4'„ D•° THICKNESS WILL HAVE AN EXPANSION JOINT FURNISHED AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE U W INSTALLED 1N ACCORDANCE WITH THE DETAILS PROVIDED. AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR W > — C j °� ° STEPS IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING ALL SIDEWALKS SHALL CONFORM TO A.D.A. REQUIREMENTS. } 4 pi Q i UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE \� D� - Q THE COMMENCEMENT OF ANY CONSTRUCTION. N °o i Q On d p ALL SIDEWALKS SHALL BE BACKF I LLED TO FINISHED GRADE x fnd — i So AS NOT TO IMPEDE DRAINAGE. e % 0J D • D • I 1 WIDE PILOT `� -D�' . i �;�: � inlet i ,rf 1�2 \ ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED CHANNEL ?° i • HB (cm) 0 WITH DOWELED EXPANSION JOINT CONSISTING OF PRE -MOLDED D RAMP WITH ° • D EXPANSION JOINT MATERIAL AND SEALANT. • ° HAND RAILS RETAINING D �` r H WALL D D ° • 3 W I.-W LLJ ° ° t l 0: V } O N C) GENERAL NOTES — PAVING IMPROVEMENTS 0. O O W 0. ^ ZUj o2Cr �a a W D. �. ater \ ♦'�,.`' O cc W d' Z �:1z w �Uj STEPS D :° \ • valve \ 1. ALL CONCRETE SHALL BE 3,500 PSI AT 28 DAYS. TWO TEST CYLINDERS SHALL BE 63Ujam %° �� '� TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE [ S POURED. 0-0 000W %;FLUME ° FL SIDEWALK 2' SIDEWALK s '•�, �Q, SEVEN DAY AND TWENTY-EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE WOo0 �•/ e�� concrete �.,. �,z --D_ OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. ma Y D D ° • ' D .• • D D �. ' D D`b,;-o�;°� •. •. ........ ..-......_ ............... ..............2 O 1 0 ' BE OND L I LIMITS TS O CURB LINES OR -----SUBGRADE SHALL EXTEND FOR A MINIMUM F '- Y F 63 x fnd •,• U.Bc P.A.E. EDGES OF PAVEMENT (AS APPLICABLE )3 rn �_ a 1/ B °- ''� ♦` (cm) 3. SAW JOINTS SHALL BE CUT ON MAXIMUM FIFTEEN (15' l FOOT CENTERS WITHIN 24 Wtn -------------------- \ �,,.•'' '`.� inlet 99 HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF Z W �� _ ��, „ �..�..40 ''� * = 71 * 2 3 0 4 INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. Q W = W Z 8 2 2 ._.._..—••� • '� R 2 5.0 0 x fnd _.•-••-" •-""'"' '•, 1 \2"irf 00 4. SIX (6") INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. W _.. 1 /2"irf • •''" • _ _ •• O� : . �'��. in t HSB L= 31 .15 SAW JOINTS SHALL EXTEND THROUGH THE CURB. a HSB `— ^� - �•' (an')L-C=N 43*12'5C (cm) -------------- - - 1 ' BL � � � 0 ' •''' � • 2 9.17 sewer •,. 5 CONTRACTOR SHALL FURNISH A CONSTRUCTION STAKING m `'; D ° \ '`• m a n h c RETAINING V g' sign ram 6. ALL PARKING LOT PAVING SHALL BE 6" THICK REINFORCE CONCRETE W/ # 3 BARS `•`•• p WALL D D D _ , 8' TA PER T H CA AT 1 CTRS. ON SUBGRADE COMPACTED AND STABILIZED L [ZED E G E O E C N[ L ;-.._..._..-.----------.._-...---.--- �' 1 /2"irf REPORT. TRAFFIC LANES TO BE 6" THICK. L-81.90 0 LC= S 59* 219 1 799 E water WV ' HSB (cm) 7. SEE GRADING PLAN FOR F IN I SHED PAVEMENT ELEVATIONS. Un z valve , I; inlet -+ 80.32 8. CONTRACTOR SHALL PAINT & STRIPE ALL PARKING AS SHOWN. CONTRACTOR i SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS, AND CURB STOPS AS SHOWN. 07 i 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 43.0 10. ALL SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF SOUTHLAKE STANDARDS. i N CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG 11. ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC Uj Z STANDARDS AS AMENDED BY THE CITY OF S O U T H L A K E CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. DESIGN STANDARDS AND DETAILS. WHICH ARE THE DETAILS SHEET INCLUDED AND MADE A PART OF THESE DRAWINGS. 1.02 ZA19-0068 0 ul ir 0 /] Z a f �.J N 4 D c�^(9 z v 0 N � CURB RAMPS NOT IN THE PUBLIC RIGHT-OF-WAY: THESE D ETA I E S ARE NOT F0 R USE 0 N STATE RIGHT O F WAY DOOR LEAF +4' cr W N N PROVIDE TRUNCATED DOME CONCRETE ALL CURB RAMPS THAT ARE CONSTRUCTED, RENOVATED, MODIFIED, OR ALTERED, BUT ARE NOT IN THE ROW MUST GMPLY TAS AND ANY CURB RAMPS PROVIDED SHALL BE c1 J 0 J PAVERS (2% MAX SLOPE) S SECTION 406ITH ? IN COMPLIANCE WITH 2O12 TALIC THESE DETAILS TO BE USED ON PRIVATE PROPERTY ONLY PATH OF O 00 65' 6' 0 1:20 TRAVEL 0 1 MAX. SLOPE 21 /4" Z z x z - a _j u L` = Lu - w (n a SLOPE NO O SLOPE INSTALL A.D.A. PARKING x N I 00 2 MAX. 12 1 MAX. OOO SPACE SIGNAGE PER T.A.S. 4" SOLID WHITE TOP OF CURB CONSTRUCT TYPICAL (EACH A.D.A. SPACE) STRIPE (TYP.) L Q Z W 0 W z ? A.D.A. RAMPS AS O O SIDEWALK (TYPICAL) DETAILED � OE GUTTER O W O> CEO a m (V 1:50 1:20 � PATH OF u x W 0D #3 DOWEL BAR 12" MAX, SLOPE MAX SLOPE TRAVEL � 0 cr u #3 DOWEL BAR 2" LONG @ 12" O.C. LONG (a-12" O.C. (CONCRETE CURB TAPERS CURB TAPERS 6" TO 0" 6" TO 0" 6' 5' 6' CURB & GUTTER) IF PARKING SPACE IS 20 FEET LONG, INSTALL ao W N co o d 11 CONCRETE CURB STOPS 1/4" AS DETAILED. SEE PLAN 21/4" ELEVATION VIEW FOR SPACE DEPTH VAN CAR CAR CAR PLAN VIEW A.D.A. RAMP DETAL N.T.S. 4 l N. T. S. 9' 9' 9' 9' 9' S' 9' g' I I I I I I I I I MAX. SLOPE PATH OF TRAVEL C N. T. S . F. .T. .T. .T. .T. .T. .T. .T.� 9' 9' NOTE: w GRADES SHOWN RELATIVE TO FINISHED FLOOR. TYPICAL A.D.A. RAMP, TYPICAL GRADING AT Z Q DEEP FINAL SEALANT BE NEE DEEP COLORED ELASTOMEMERIC SIDEWALK AND PARKING STRIPING DETAIL PEDESTRIAN DOOR Q = SEALANT (SONNEBORN URETHANE DIMENSIONS AS APPLICABLE TO SITE PLAN J SEALANT NP-2 OR APPROVED EQUAL) 18' SCALE: N.T.S. VARIES -SEE PLAN N. T. S. 1:50 = .24" : 12" 1:20 = .60" : 12" 1:10 = 1.2" : 12" I Q U) 4"THICK CONCRETE WILL BE 3,000 PSI 28 DA � X J #3 BARS 0 18" C.C. E.W. F.F. VARIES - SEE PLAN11 COMPACTED O � LLJ Q NATIVE MATERIAL Q 2% MAX SLOPE 4" SOLID U LLI ui 0 12# 18' N\ WHITE STRIPE4"SOLID WHITE STRIPE ♦ ♦ \ \ \ \ '•, \\ \ \\ \\ \\ \\ \ \ \ ' \ \\�\\/ �\ \\\\ .• • CONTINUOUS SEALANT ,: ,... ,. ;�.:• ALONG BUILDING OVER �// //� \///\//\/ /�� / // C� = z ". \ \ 1 X4 " THICK PREMOLDEp /\\ OR RED WOOD EXPANSION z O \\, \, .\\\\\/`\\/�\\/� /\\\\\° : JOINT MATERIAL %12 O 12 \ /�\\/�\/\\/\\/\\/\\ �," " �. // / / / .•: ••�•'SEE ARCHITECTURAL PLANS 1 /2 THICK CORROSION RESISTANT STEEL LLI O FOR TYPICAL GRADE BEAM/ SLAB TYPICAL '' `'• '. AND BRICK LEDGE DETAILS PARKING #3 BARS ON 18 C-C DIAMOND PLATE c1) > \. �•'' (THIS SECTION NOT TYPICAL) STRIPING DETAIL EACH WAY w REFER TO GEOTECHNICAL REPORT REGARDING SUBGRADE N.T.S. PROVIDE TRUNCATED DOME 0 VARIES 6" /\\ \\ CONCRETE PAVERS PER — U] C9 PREPARATION UNDERNEATH FLATWORK SURROUNDING �\1717/ DETAIL THIS SHEET BUILDING. SOILS MAY BE EXPANSIVE AND IF NOT TYPICAL PARKING MAXIMUM 1:50 CROSS SLOPE T6 O PREPARED PER GEDTECHN I CAL REPORT TO REDUCE J THESE CHARACTERISTICS THEN MOVEMENT OF FLATWORK STRIPING DETAIL HANDICAP SIGN MAXIMUM 1:12 SLOPE 10 WILL OCCUR OVER TIME. N.T.S. TYPICAL SIDEWALK ADJACENT TO BUILDING 6„ uRB TL 6„ 4" THICK CONCRETE #3 BARS ON 18 C-C EACH WAY N.T.S. w W MAXI M 1:50 CROSS SLOPE SIDEWALK FLUME SECTION w Zola. Q LL - M Z�=N A NTS } N \\ / jJ W W 0. O . W ^ 2 W �UNN CO Z 4 a 0- 9' 9' 9' o W �Wcr UJ D Z �d O VERTICAL SAW CUT HOT POURED RUBBER JOINT 1/8" TO 3/16" WIDE — SEALING COMPOUND J � uj Lv� ZZmo J W � W } 33am 1 2" SAWED GROOVE HOT POURED RUBBER JOINT �I SEALING COMPOUND 1" MIN. STRIPE AS PER T.A.S. 000,.a d O LLP0 = =boa TYPICAL HANDICAP PARKING SPACE m Y N SECOND POUR FIRST POUR = FRONT OF BUILDING _ N 2 N 2 O O o a�QO O on M O Q v @ o�c O a v O 4 N O> Y Y #3 BARS ON 18" LAP BARS 30 DIA & TIE 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL a W Ln C TRS. BOTH WAYS #3 BARS ON 18" C TRS. BOTH WAYSV (SEE NOTE) NOTE) HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. 0 28 DAYS g- AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. REINFORCING OF SIDEWALK SHALL BE MIN. •3 BARS 0 18" #3 BARS W w V - Z 3 a Y U 0 N! O Q 4 (SEE —I11 1— 11-11. — CENTERS EACH WAY, 2.0/. MAX. CROSS SLOPE III o IQ a W � _ ui 0 C O N S T R U C T ON J O N T SAWED CONTRACTON J O N T -I c d @ 18" C C EW 9 a0• d G .d .9' a �` N.T.J. N.T.J. o . .• uj H d d 0 NOTE: 6" THICK COMPACTED 3/4" PRE -MOLDED EXPANSION JOINT MATERI 1" DEEP FINAL SEALANT TO BE NEUTRAL �� 1 ALTERNATE REINFORCEMENT STANDARD PROC ORS/ COLORED ELASTOMERIC SEALANT m #4 BARS ON 24" C TRS. (SONNEBORN URETHANE SEALANT NP-2 24" #6 SMOOTH DOWEL BOTH WAYS. OR APPROVED EQUAL) 16" DOWEL COATING P LOT CHANNEL DETAIL TYPICAL_ SIDEWALK SECTION — ADJACENT TO CURB — WIDTH VARIES N.T.S. #3 BARS ON 18" — SAWED GROOVE HOT POURED RUBBER JOINT _ r3/4"+ - 1 1/4" MIN. CLEARANCE C TRS. BOTH WAYS 1/2" WIDE S C A L E N T S SEALING COMPOUND 1" MIN. SEE NOTE) ) HOT POURED RUBBER 1 JOINT SEALING COMPOUND II A NOTE- EXPANSION JOINTS AT ANY DIRECTION CHANGE AND 40' MAXIMUM ON STRAIGHT RUNS. JOINTS TO BE 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL MI I TRANSLUCENT DOWEL SLEEVE ~ I T/4 CONSTRUCTED IN ACCORDANCE WITH DETAILS THIS HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I.0 28 DAYS 6.. TYp SHEET. SIDEWALK WILL BE SCORED OF FLAGGED AT AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. (CLOSED END TO FIT DOWEL & \ ~ &INTERVALS OR IN ACCORDANCE WITH APPLICABLE REINFORCING OF SIDEWALK SHALL BE MIN.'3 BARS 0 18" STANDARDS OF THE CITY. p O p , o B E SECURED) TO B E INSTALLED _ _ ~ CENTERS EACH WAY. c c —_III a o v 4 c � � 2' C -C . III=1 — 2.0% MAX. CROSS SLOPE 11 I I_ o o o o REDWOOD EXPANSION DOWEL SUPPORT SHALL BE OF A o o a a o —III-1 .. d . m. I I —I —III I d r• a III III —III I I JOINT FILLER METHOD APPROVED BY ENGINEER z a EX PANS ON J O NT KEYWAY J O NT (SPACED 200 FT. MAXIMUM; LOCATE AT (FOR PAVEMENT THICKNESS > 6") TYPICAL- SIDEWALK SECTION — WIDTH VAR) `� STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) N.T.S. N.T.S. SUBGRADECTTO MIN.95`/. N.T.S. STANDARD PROCTOR cj z SHEET C1.02A ZA19-0068 (7 ul ir u �( Z a c. � LOt 8, Block 1 ' ! ' 1 + T/Rim=649.28 v Q c�0^49 j X N River Oaks Addition ; �L 18" PVC in=639.02' ' �,� z^ u = Cab. A, S d. 12215 ; f f f of )8 PVC out=638.95 00 o P.R T.C.T. I �`'. � `.LL ;l v W a x 0. 0 D 1 \ ImmI I r--LLI I \ \ ZQ 00 ir Z Z Z I I i \ \ - _ SCALE 1" 30' O , z ao W o _j m N a i • 1 /2" I r \ 0 15 30 60 U� W W z to FO (� 1 0 W elelctric \ 0 V i i + I 'HSB • i riser �_ � U z it 00x ( ) \ W�a fnd (cm) sewer �\ > " o proximate location W cl no u _ 15' B ---- ---------- i + Drc*incge Easement . _ - -- --- ---- ' water I I - _.._ ,------------- I Cab. A , S I d . 12 215 \ ------ _. � 9 c� FURNISH AND meter INSTALL 0•I j P.R. T.C.T. \ power .---- 18 L. F. 4" -•• @ 27. MIN PVC SS SERVICE I PLUG 5' FROM 0 �, — Q �3 59 U approximate e one � pole -- ,_.. _..-..-.. BUILDING ------'y J FL MAIN= `— other flood areas) \ 646.81 j ( ar ) W -..-..-..-.._.._.._ . @ \ � line -)ce on/ f9 _ 1 2 irf ! FL. @ BUILDING= 648.00 037 sq. ft. outside flood Q = ___ ADJUST EXISTING CLEANOUT 391 acres outside flood w HSB ---"--------- 15, BL TO MATCH NEW PAVING. + !\ W (cm) 'clea o' I I Zone X �� I W $ ' q S) Z X 0 0 ADJUST METER BOX TO MATCH NEW PAVING ! W INSTALL 1" WATER METER AND 30 LF OF 2" PVC WATER SERVICE (PLUG 5 FEET FROM BLDG) Q 00 water d + „ 15 L .. - ----------------------------------- � W � r G. y . 2 vc ----- ! m ete4r I p 2 o 1.5 �' Q z ®' pvc J Q es C 1/2"irf N 87*35' 99 O = cn 3 HSB tes O I 2 j 8 6.5 - ' (cm) ; 0 U °C o W o Z O + > Q Page 41 'lightl W - 4�_ W 0 Q 1 0 N Q 0 p° r 1 ,H fnd i i pond poV x 0 power p Ole e-._. I inlet 1�2"Irf IF ANY EXISTING UTILITY POLES. POWER POLES. W Wo _ Q -� _ i Q H �B (cm) (_0 GUY WIRES. TELEPHONE UTILITIES. ETC. ARE FOUND THESE CONSTRUCTION PLANS. W�3Z M -- ' To BE IN CONFLICT WITH 1 1 THE CONTRACTOR SHALL CONTACT THE APPROPRIATEIx N� co o D UTILITY COMPANY AND COORDINATE THE RELOCATION OF Q O o W W ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY) . Z o. a In: 00 0- 1 ' •I uj > �Wa= o • E X ] S T 1 NG ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY w Zito I 4 F IRE HYDRANT •\ WITH THE REQUIREMENTS of THE U.S. DEPARTMENT OF LABOR. OSHA.LLJ jiam "CONST. SAFETY AND HEALTH REGULATIONS"- VOL. 29. SUB PART P. 0_O u Ck: 000w O PG. 128-137, AND ANY AMENDMENTS THERETO. 'a'ZZ ia 00 ''� CRITICAL ::: W ma Y ` ater • � LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE o N N o valve ♦'. �� AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR ♦ IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING rn N �• '♦ sue. UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE N Y 4 Y tiYo ♦ ''♦ °�','� THE COMMENCEMENT OF ANY FURNISH AND INSTALLATION. oN,ono �k e concrete % dr nt � Lu oW 0h `' -�'� _. ....._ .., ------ --- .♦, WATER IMPROVEMENT NOTES a o uizN 9Learyx M0n �.• x fnd '�.,,,•`•• U ' 8c P.A.E. d 1. ALL WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. .............. Lot 3 4 _....._.. .............. •�•• •♦ -_-- ---- ---------------- C m 1- ) •. 2 . FIRE HYDRANTS H A L A T T F THE SIDEWALK F WALK INTENDED. I E SHALL BE LOCATED OUTSIDE O E SIDE L I W L IN ENDED a > Estates ........_-..----- ~--~-~ ��• ' * 99 sign `''♦ * 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 MINIMUM. WITH NSF SEAL. PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH --�-�- r"f = 7 1 2 3 0 4 3 8 91 Page 41 9 99 E _ �••�••�`' •• ♦''♦. fnd 2 5_ 2.� R 2 5 0 0 NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 42 COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAIN- r 00 , R.T.C.T. 8 2* ..-••-"-•�-••`�•• ••� ._.._........ ' • 1 /2" irf 7f • = X . ~~....... '•,,� 1 /2 i r f 0 ; LESS STEEL TUBE LINERS. 1 /2"Irf ••-••-••_••- Q1 5 v t = 1 • I n l HSB 3 1. 5 ! : - ••. 4. ALL W L U V LL SHALL BE PIPE, .._....._ ..............~~_....... --.---~ ~ ~ ___ -------- .�.' SELECTL .DENSITY. INCLUDING R R PAVEMENT REQUIRES T TREATED A A K SERVICES- UNDER VEMEN EQUI ES CEMENT EATED SAND B C FILL �---�-----.--- ~--- ~-__-- ,•(cm)L N 43*12 50"� � HSB C= 5 SERVICE LOCATION T O B E STAMPED ON CURB WITH 2 HIGH LETTER W (c m) 15 B .....� 1 0 ' ''•�•.sewer ' --- ----- ' 29.17 N ' \ �/� •- .�, manhole' I 6. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE. '39 sign'`• ♦, ramp 7. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE power -.... _. _� ''� 1 — 81.9 0 0 1 /2 Irf 8 . 9 • TESTED. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. pLABESPAINTED BBY I'TVHEAC I Tp, WITH ITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS WILL water w HSB (cm) E valve ; n e t n I e ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE - , 10. BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CON- CRETE BLOCK OUT PER DETAIL ON SHEET. a CONSTRUCTION MATERIALS AND METHODS SHALL BE PER N C T C O G ! FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" x 5" STORZ ADAPTER CONNECTION WITH v' '; ► 11, BUTTERFLY VANES. W STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE ' 1 WHEN A WATER LINE IS BORED. THE CASING SHALL BE CAPPED AND VALVES ADDED ON � DESIGN STANDARDS AND DETAILS WHICH ARE THE DETAILS 12. EITHER SIDE. Z INCLUDED AND + MADE A PART OF THESE DRAWINGS. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. SHEET 13. FOR VALVES INSTALLED 4" AND DEEPER. ADD EXTENSION WITH CENTER RING 2" OR LESS. C1.03 ZA19-0069 SCALE 1" = 20' U) u LEGEND 0 10 20 40 7 x 00 �J L N z v � a 00 x SILT FENCING P.R.T.C.T. �. v o �, �� ,, Ux00 i DI O N Q \ U) m E' 111�1` n cr w a X ZJ Q x li J00 LLI 1/2' r i0. Z CDeIe,lctric Oo C'm vi , riser o'HSB n W o a m� x fndW sewer<<<< F0i u Lo Z-°°cm) ir U W c no rax m ate aaati< I efaDrainage SILT EENC E <<<<<< STEEL FENCE POST <<MAX 6 SPACING MIN. <�L z p Wo I E a s e m e l << HEIGHT <L 24°° AB OBE 1 <_ I <_ <<<� <<< EMBEDMENT 1 wMIN. _B; 0 "- - ----------------------------' - - - L_� water I b S 1221 EXIST GROUND) `_ �_ ` -` �� ``<<`�<<` WIRE MESH co � _-__--� meter 9 ___._._.._.._.._. , ! R P TCT < < << < < < BACKING SUPPORT COMPACTED EARTH <� <L < 4x4 W1 4xW1 4 MINIMUM << 1 << << <<<<< < - < < OR ROCK BACKF ALLOWABLE, TYP. CHAIN power 9 �,-. 99 T --------- rf i - -� _.. '� �. O r ma ` ` app ox LINK FENCE FABRIC IS A PTA r � ccE BLE pole _.._..�. _..... --- " ' ---- 7— I ' (other f I o ( r rrr < < rrrrrr rr!ri .._.._•• _.. ( I ; �r�� 6» M'N. „.--------- -- 5 i.. 17,037 s f t. c O391 ,r�rii!��iir!rrrir!irrii, iiiirir!rrri ;;�� ;� ri rir�iiiriiriii�iri�r �ii rirrrirr� rri, = H S B -� I i i acre ou s� ,rim _; ; r rrr r ri ��irr,Lr�\riiLriii Lri rTi w gJ ' C� 111 z i ,, rr�!iirr?rir, "rii it rr! c� (Cm) 111 isewdr Zone rriirr �rT �rii, Z Q • uO' 111 I Os jn nIhoIe (other at Q = z c 6,. MIN a Q CD J III I 411 D f ., SILT EENC E DETAIL z Q cP •' water d----------------------------------- N.T.S. 111 meter2, I 12 pvc O oC O ' 111 4. O i 1.5"p vc — Q oC 1 /2"irf � ®I wCD Z U) O"SB Q (cm) ! ; Q O z O O i II -light. ! h t' 1. ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION z O I IIiI DISCHARGE ELIMINATION SYSTEM (TPDES) PERMIT ISSUED BY THE TCEO AS 0 — III I pEF1NEp IN TPDES GENERAL PERMIT N0. TXR150000. 0 LLB O III i ' O 2. FOR SITES OF 5 ACRES OR GREATER. A TPDES NOTICE OF INTENT (NO 1) FORM LLJ Iz II i MUST BE SUBMITTED TO THE TCEO AT LEAST TWO (2) DAYS PRIOR TO Lu III i COMMENCING WORK. FOR SITES GREATER THAN ONE ( 1 ) ACRES BUT LESS THAN FIVE (5) ACRES. A TCEO CONSTRUCTION SITE NOTICE MUST BE COMPLETED. C/O co • II I j A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE COMPLETED PRIOR TO SUBMITTAL OF THE NO[ OR SITE NOTICE. THE SIGNED AND COMPLETED O N III i f SWPPP MUST BE MAINTAINED AT THE JOB SITE AT ALL TIMES. J p O 1 111 x fnd Q �c 3 EACH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT T0 OWNER/ENGINEER " pole) _ OO I A POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR e �� tr ` inlet 1,V2"irf f WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN _.� H �B (cm) (SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE STORM WATER POLLUTION PREVENTION PLAN. 40 4. CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES W ��3Z M F 0 t SHOWN IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO >_ N THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL Z WNFW ' z MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES Q ��NN Cu .0: 0. ARE NECESSARY AND AS DIRECTED BY THE CITY. (NO SPECIAL PAY) z w W jo Z J "'z 5. AT A MINIMUM. PERIMETER CONTROLS SUCH AS SILT FENCE W Fp-� J LLJ� ZWa.ao � 00 ��, SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS (h = dp water •� �, WARRANTED WHERE PAVEMENT REMOVAL. UTILITY CONSTRUCTION. GRADING. 0Z0W rival ve OR OTHER CONSTRUCTION ACT 1 V 1 T 1 ES ARE TO BE PERFORMED. CONTRACTOR yoia = 5 1 .j� '• SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE �ma W Y S�. OFF SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. Y e ��.� concrete .'�'�� °� 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT M NO 2 t� 2 z O h d �/ :� '�,,� 0/ PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED N F OR POORLY MAINTAINED EROSION CONTROL MEASURES. •% x fnd •.�• 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND a Wtn •�••� DISPOSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF Z W _---_ --- ••�•�.• `Cm) '.1 B CONSTRUCTION CAUSED BY H 1 S OPERATIONS AND/OR FA I LURE OF THE W - 3 Q Q `` - --- - _- - -- ---- ♦.•'� � inlet EROSION CONTROL MEASURES. o a o ui Z -_....._-.--------.------------- - .` 8. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED .0-''.� r' SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES 41 41 ' 2� ••_••.a••-•'' .,`'' A DEPTH OF SIX (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE a �e _. g _•. . 9•_••_ ._.. "irf s .,.` 1 /2„i MEASURES. a 1 /2"irf "' '-�� •' ••_• ..- 8 �' n H t EROSION CONTROL PHASING: NG: g, THE OWNERS REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF s EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER 00 H S B _ ---------- '� •. PHASE 1- V CONSTRUCTION N ENTRANCE N L FENCING TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION I (Cm) - 1 cj �••�,•\,• AROUND PERIMETER OF SITE. POST CONSTRUCTION SITE CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH .. �•• NOTICE 1N VISIBLE AREA ONSITE. THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE 9 39 • Sig THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE y _....-_-..-- : �-` PHASE 2 - AFTER ROUGH GRADING AND DURING PAVING/UTILITIES OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE .-.... ...... ...... --� PHASE CONTRACTOR SHALL MA 1 NTA 1 N S 1 L T FENC 1 NG AND INTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT. CONSTRUCTION WASHOUT AREAS. power 81 . o' 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM pole S 5 �` 21 ' 17" E a 1 OFCONSTRUCTION SITE O PHASE 3 - UPVERTICALO NDCONTRACNORGSHOALL pNSTALLEDRAIN ETTHESCONTRACTORSPECIFIED. z V I BUILDING PREVENTINLETS SHALLWHERE MATERiALNFROMMEONTpROIING 80.32 MAINTAIN SILT FENCING AS WELL AS SEED/SOD SITE FOR THE STORM DRAIN SYSTEM. PERMANENT EROSION CONTROL. _---� _ 11. ALL OFF -SITE STOCKPILES SOILS WILL BE SURROUNDED BY SILT FENCE. - SEDIMENT CONTROL SWALE. OR EOUIVALENT MEASURE, AS APPROVED BY ENGINEER, TO PROPERLY CONTROL SEDIMENT RUNOFF. z � � a O CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG 12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION > O STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE ACTIVITY IS TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN u' 14 DAYS. a DESIGN STANDARDS AND DETAILS WHICH ARE THE DETAILS Z O� ', INCLUDED AND MADE A PART OF THESE DRAWINGS. 13. ALL AREAS DISTURBED AND NOT COVERED BY THE LANDSCAPE PLAN SHALL SHEET BE SEEDED WITH A MINIMUM OF 70% COVER ESTABLISHED PRIOR TO ACCEPTANCE o OF THE PROJECT. C1.04 ZA19-0068