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Item 6G - PlansCharles Fowe l l Lot 50 - RI Jellico Estates LUD e LOA DEN51 T' RESIDENTIAL ZONING: 5F-IA C� N FAA Charles Powell Lot 50 - R Jellico Estate Cabinet A, Slide 121 F.iz.T.G.T. LUD s LOW DENSITY RESIDENTIAL ZONING: 5F-IA GHARLES FOAELL LOT: 50R1 Je I I ico Estates DOG#D21405� 158 LUD e LOW DENSITY RESIDENTIAL ZON I NC : SF -IA Foul Etux Mary 0. Thoenne5 Lot 55 Je I I ico Estates Volume Page 41 STAGEY � TIMOTHY LEONARD Lot �R5R T I MHRL I NE ESTATES LUD: LOW DENSITY RESIDENTIAL ZONING: 5F-IA N 85051'52" E Ig7.6' 10' UTILITY EASEMENT S a505q'04" W 158.82' FXI�TIN ,oNGRETF 102'-6" - D VIR E FARKING _ 24' WIDE r-,OM OM EXISTING FIRE LANE— ACCESS EASEMENT FO NCT�IN IFRMA1ION 9NLY Lot �, Oct Rivor Oo�s Addition COO. A, 5 d. 2215 F.R.T.G.T. MARR FROFERT ES, L � LUD = LOA DENS Tr RES DENT AL ZONING: SF2 -1 I I -III -III -I I 1-1 I III III III III III = I -III -III -III -III 1=1 I I -III -III -III -I I =1 I I -III -III -III -I 1I- = I -III -III -III -III -II N III II I I I -III -III -III -III -I = I -III -III -III -III -III NO II � I I I -III -III -III -III -III �N I_III_III_III_III_III-I I � III -III -III -III -III -III N = I I -III -III -III -III -III -III I -III -III -III -III -III -III -I N� = I I -III -III -III -III -III -III_ II, W-1-1I1-1II, -III=III=III I I 1=1 11=1 11=1 11=1 11=1 11=1 -III-III-III-III-III-I 1I- 1 -III-III-III-III-III-III-I III -III -III -III -III -III -I 1I- -I III -III -III -III -III -III -III -I iii�♦�� •♦ ��/ LLI �- LLI Z 1L I -1 S) o<VL v R- LL � �u v K �- y 1= SDz Q = c, W W C S, FAM W �1 c w � z w Q j fY - tu O � � z U 2 Z N Z Z W t= O - � U MEN No 1—QETqmmmmmm�j • LOT IRIR T I MHRL I NE ESTATES LUD: LOW DENSITY RESIDENTIAL ZONING: SF -IA LOT 10 O� Lies tc Rivcr Oohs Additian SHAAR A PROPERTIES, LLG LUD = OO NrR. FLOOD FLA N, OMGE GOWERC AL AND LOA DENS TY RES DENT AL ZON N5: S_F_2 GAE3. A, 5LD. 12215 22°4254" �_300 00 IIb.�5 S800401521 1 Vy 118.1( LG LOT: TR, E3LOCX: River- Co�,s Addition SHAAR A FROPERT ES, LLG LUD = OO NrR. FLOOD FLAN OM�E �CMMERC AL AND LOA DENS T1r RES DENT AL ZON NG: S_F_2 ulJ N �57 05(5'01 " W �2.61' SUMMARY CHART - BUFFERYARDS LOCATION r REQUIRED f LENGTH BUFFERYARD CANOPY ACCENT TREES SHRU S FENCE f SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LfNE PROVIDED WIDTH! TYPE TREES NORTH REQUIRED 198, 10' 1 F1 6 12 16 F-1 PROVIDED 198, 10' 1 F1 6 12 16 SOUTH REQUIRED NA PROVIDED EAST REQUIRED NA PROVIDED V" EST REQUIRED 222' 1O' 1 F1 7 13 18 F-1 PROVIDED 222' 10' 1 F1 7 13 18 TOTALS 13 25 34 OTHER COMMENTS- 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W 2_ SHRUBS OBTAINING A MATURE HEIGHT OF THREE (3) OR GREATER MUST BE PLANTED A ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 3. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPE INCLUDES BUFFERYARDS AS WELL AS INTERIOR- A MAXIM AND 50% M SPACING OF THIRTY INCHES (3{I"' MUST BEd' IN CALIPER. THIS S U M MARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY TREES ACCENT TREES 3.111RUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE L 3Q_ FT_ a I SO. FT_ 1 REQUIRED 2,550 SF 76% 5 10 62 370 414 PROVIDED 30,749 SF 1009E 5 10 62 550 49 'NOTE ANY CREDITS USED IN CALCULATIONS - PRESERVED TREES APPLIED TO CREDIT I I CANOPY TREES OTHER COMMENTS: SITE WILL BE IRRIGATED BY AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM DESIGNE BY A LICENSED IRRIGATOR. COMPLETE WITH RAIN AND FREEZE SENSORS- SITE SHALL BE MAINTAINED IN ACCORDANCE WITH ARTICLE 10.0 OF THE SOUTHLAKE LANDSCAPE ORDINANC . B. m CAST 5T COURSE T MATCH B FACE BRI TO MATO BLDG 50LID METAL G b"xb" 5TE TUBE FILL FILL I^U 5 TE DATA 5UMMARNr CHART EXISTING ZONING 5-P-2 (01 U5E5) PROPOSED ZONING 5-P-2 (01 U5E5) LAND USE DESIGNATION (LUD) OFFICE COMMERCIAL ACREAGE 1.14� ACRES 4q,g61 5F NET ACREAGE (- RIGHT OF WAY) 1.075 ACRE NET ACREAGE 46,822 5F AREA OF LANDSCAPE 56,644 5F PERCENTAGE OF LAND50APE 78% AREA OF IMPERVIOUS COVERAGE 10,178 5F PERCENTAGE OF IMPERVIOUS COVERAGE 22� NUMBER OF STORIES 2 1/2 5TORIE5 (ALLOWED) I (5HOHN) MAXIMUM BUILDING HEIGHT 35 FEET(ALLONED) 31'-11" (5HOWN) TOTAL PROPOSED BUILDING AREA 5,100 5F PERCENTAGE OF SITE COVERAGE q% PARKING APPROVED PER CONCEPT PLAN THE APPROVED PARKING RATIO FOR THE DEVELOPEMENT A5 A WHOLE TO BE I:Ig3. PARKING REQUIRED: 1 5PACE / Iq3 5F PARKING PROVIDED 5,100 5F / 500 = 5100 SF / 1115 = 27 SPACES LOT q STANDARD 15 LOT q HANDICAP 2 TOTAL 5PACE5 PROVIDED 17 p HILLSIDE z O Q QLU �o v o JOHNSON PROJECT LOCATION _V Q m 5OUTHLAKE BLVD. v o ILl VICINITY MAP ■ lip ■ lip ■' ' mi FLOOR I=LAN AGE BRICK TO IATGH BLDG- -AST STONE` RIM COURSE IATGH BLDG DUNiFSTER FRONT ELEVATION S 1 TE PLAN G I TY OF SOUTHLAKE APPROVED SHEET M__ OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE-- PIA. 5TL. E WLLA x 11.5 5TL HP5TER 5TC GE BRICK 7 5/8" GMU DUNiFSTER (SIDES) (REAR) ELEVATION n O � N � (n 4 i c1 00 wI U • 75 O N x U N O 4U-) III 1II III II ' � 1 III u�n l SITE FLAN ZA I CI-006ct FOR RIVER OAKS RIVER OAKS DRIVE CITY OF 5OUTHLAKE TARRANT COUNTY, TEXAS IbOCf 2 OWNER: VIKRAM CAPITAL, LTD. 1700 N. PEYTONVILLE SOUTHLAKE, TEXAS 76OC12 TELE #: q72-6401-6216 APPLICANT: R06ER (SKIP) BLAKE 1202 5. WHITE CHAPEL ROAD, SUITE A SOUTHLAKE, TEXAS 76042 TEL: 617-466-a3g7 IA6, BLAKE ARCHITECTS 1202 S. White Chapel Road Suite A Southlake, Texas 76092 0 817-488-9397 DATE: APRIL 1312020 SHEET I OF 2 I LU Q Z'-1 1111 " Z O Z ILA ~I i H LU Z N Q Q Z O } W W N W z O 2 0 Z all —III; 5U I LD I N6 ELEVA710N5 SCALE: 1/&'*'-0° 51 TE: PLAN G 1 T`I' OF 5OU7HLA<E: APPROVED SHEET N___ OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCE5. DEPARTMENT OF DEVELOPMENT SERVICES i ":p i9rW DATE PLANNER �r O i � � � � ao o0 w► 1.0 00 � 00 U • 75 O N U X 4+ C� N O � C1� k l Y� LLJ lu 7 I� 1 m n � O LLJ nl w v 1 n � UZ/ LLJ NJ -1 IL 11 51 TE PLAN ZA I ct-006cl FOR RIVER OAKS RIVER OAK5 DRIVE C 1 TY OF 5OUTHLAKE TARRANT COUNTY, TEXA5 -7bOcf 2 OWNER: VIKRAM CAPITAL, LTD. 1700 N. PEYTONVILLE SOUTHLAKE, TEXAS 760012 TELE #: q72-84a-8216 APPLICANT: ROGER (SKIP) BLAKE 1202 S. WHITE CHAPEL. ROAD, SUITE A SOUTHLAKE, TEXAS 760g2 TEL: 8I7-488-a5cM BLAKE ARCHITECTS 1202 S. White Chapel Road Suite A Southlake, Texas 76092 817-488-9397 DATE: APR. 15, 2020 SHEET 2 0F 2 i I ILE NEL (33) I10 gal. CEP, CAN (2) I2.5" Cal. IULM CPA (3) QUE 5HU (2) 4" Cal. 2" Cal. PRU -ME (2) � r.FR �nn1�� CAUTION M 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: r TEXAS EXCAVATION SAFETY SYSTEM (TESS) 1-800-344-8377 TEXAS ONE CALL SYSTEMS 1-800-245-4545 BEFORE LONE STAR NOTIFICATION CENTER YOU DIG... 1-800-669-8344 EXT.5 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. 61 � 3960 C SUMMARY CHART - BUFFERYARDS LOCATION / LENGTH OF BASE LINE REQUIRED / LENGTH BUFFERYARD WIDTH / TYPE CANOPY ACCENT TREES SHRUBS FENCE / SCREENING HEIGHT AND MATERIAL PROVIDED TREES NORTH REQUIRED 198, 10' / F1 6 12 16 F-1 PROVIDED 198' 10' / F1 6 12 16 SOUTH REQUIRED NA PROVIDED EAST REQUIRED NA PROVIDED WEST REQUIRED 222' 10' / F1 7 13 18 F-1 PROVIDED 222' 10' / F1 7 13 18 TOTALS 13 25 34 OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W. 2. SHRUBS OBTAINING A MATURE HEIGHT OF THREE (T) 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. 3. 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. (SQ. FT. ) REQUIRED 2,550 SF 75% 5 10 62 370 49 PROVIDED 30,749 SF 100% 5 10 62 550 49 *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 17 STALLS X 20 = 340 SF REQUIRED PARKING LOT LANDSCAPING. 408 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. *EXISTING TREE CREDIT SUMMARY 3 TREES @ 6"-12" DBH (#'s: 130, 132, 135) APPLIED TO CANOPY TREES ACCENT TREES 3 TREES 0 TREES PLANT SCHEDULE LOT 5 / TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS y QUE SHU 6 Quercus shumardii Shumard Red Oak 2" Cal. 8'-10' HT. As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound / QUE VIR 5 Quercus virginiana Southern Live Oak 4" Cal. 12' Height Min 1 ULM CRA 7 Ulmus crassifolia Cedar Elm 4" Cal. 8'-10' HT. As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound 91 \ 5 ULM LAC 3 Ulmus parvifolia Chinese Lacebark Elm 2" Cal. 8' As Shown O ✓�\ ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS PRU MEX 16 Prunus mexicana Mexican Plum 2.5" Cal. 8' / ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS / CER CAN 15 Cercis canadensis Eastern Redbud 2.5" Cal. 6' Height Min As Shown Single straight trunk. Main leader intact with no broken limbs and not root / bound / / LAG IND 4 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle 45 gal. 6' Height Min As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS O BOU GRA 29 Bouteloua gracilis'Blonde Ambition' Blue Grama 5 gal. 18"-24" 48" oc QILE \ • VOM 10 Ilex vomitoria 'Nana' Dwarf Yaupon 5 gal. 18"-24" 36" oc Container grown, mature root system but not root bound. Full broad top ILE NEL 52 Ilex x 'Nellie R. Stevens Nellie R. Stevens Holly 10 gal. 36" Min 48" O.C. MUH CAP 2 Muhlenbergia capillaris Pink Muhly Grass 5 gal. 18"-24" 48" O.C. ORHA IND 27 Rhaphiolepis indica Indian Hawthorn' Pinkie' 5 gal. 18"-24" 36" oc Container grown, mature root system but not root bound. Full broad top GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS E CA CH 371 Carex cherokeensis Cherokee Sedge 1 gal. 10"-12" 12" o.c. Container grown, mature root system but not root bound. LOW GROUNDCOVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS NAS TEN 177 Nassella tenuissima 'Pony Tails' Mexican Feathergrass 1 gal. 10"-12" 24" o.c. Container grown, mature root system but not root bound. Full broad top ■ SAL GRE 18 Salvia greggii 'Red' Autumn Sage 1 gal 10"-12" 24" o.c. Container grown, mature root system but not root bound. Full with Red blooms ■ SR 152 Seasonal Color Annual Color 4" 6" Ht. W-8" Summer annuals - Lantana Winter Annuals - Pansies/Violas SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS 1:1 CYN DA2 26,177 sf Cynodon dactylon Bermuda Grass Hydro Mulch Reference Specifications 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. LOT 9 LANDSCAPE PLAN SITE FLAN C 1 T"r OF SOL�THLA<E AFF OV=;1 SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE NORTH 0 20 40 60 SCALE: 1" = 20'-0" VICINITY MAP O M M CD O O > O U O O O � N \ O D — r4-) V o 0 M J r0 ` W 0 '= w z ti o V � W W H U 2 � �_ U q 2 CV U ii oo °D Q Q a 7 Q aW�� o CL IL = Q m V V 2 Z Z V/ �• zo 0 a Z Z a w Q Q U M � a :L J Cj -0 Z Z w W W Z O to W O r� O LLJ (n � O O W Q LLJ _j L� SITE FLAN Z I�f-00&a FOR RISER 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 SHEET OF EXISTING TREE 6' CHAIN LINK OR ORANGE NYLON SAFETY FENCING 36" HT. STAPLE TO POSTS WOOD STAKE POST 2"X4"X5' 8' O.C. EXISTING GRADE UNDISTURBED TREE PROTECTIVE FENCING SCALE: NONE FABRIC: ORANGE COLOR, POLYPROPYLENE "SAFETY GRID" AS MFD. BY: THE TENSAR CORP. - 1.3" X 1.3" OPENINGS 0 CD w_ I I �U I I I `TREATED WOOD 2" X 4" POST �I NOTE: PROPOSED EXTENT OF TREE PROTECTION IS INDICATED ON THIS DRAWING. FENCING MAY BE ADJUSTED IF NECESSARY DUE TO WORK REQUIRED WITHIN THE ENCLOSED AREA, OR IN THE EVENT THAT INDICATED FENCING PROHIBITS REQUIRED WORK IN THE ADJACENT AREA. INSTALL FENCE BEFORE BEGINNING ANY WORK ON THE PROJECT SITE EXCEPT STAKING. ROOT PRUNE AT BACK OF PROPOSED CURB/PAVEMENT WITH CONCRETE SAW OR OTHER APPROVED TOOL. / FINISH GRADE CRITICAL ROOT ZONE INSTALL 6 FT ORANGE VINYL PROTECTIVE FENCE AT DRIP LINE - ALL PROTECTED TREES. DO NOT PARK OR DRIVE VEHICLES OR CONSTRUCTION EQUIPMENT BENEATH DRIP LINE. / A l l TI / K I I I I DO NOT MODIFY GRADE BENEATH DRIP LINE UNLESS APPROVED BY CITY ARBORIST. DO NOT WASH OUT CONCRETE TRUCKS OR STORE ANY CONSTRUCTION MATERIALS BENEATH DRIP LINE. TREE PROTECTION FENCING/PRUNING SCALE: NONE BARK PROTECTION SCALE: NONE \ ' STEP 2 - CUT LIMB STEP 1 - UNDERCUT LIMB STEP 3 - CUT STUB AT COLLAR TREE PRUNING SCALE: NONE 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 LONE STAR NOTIFICATION CENTER YOU SIG... 1-800-669-8344 EXT. 5 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. TREE SURVEY NO. DBH SPECIES CONDITION COMMENT CREDITS 101 24" COTTONWOOD GOOD PRESERVE 102 12" WILLOW GOOD PRESERVE 103 7" WILLOW GOOD PRESERVE 104 101I HACKBERRY GOOD PRESERVE 105 1 8" HACKBERRY GOOD PRESERVE 106 10" HACKBERRY GOOD PRESERVE 107 18" WILLOW GOOD PRESERVE 108 10" ELM GOOD PRESERVE 109 24" PECAN GOOD OFF SITE 110 14" WILLOW GOOD PRESERVE 111 1 6" ELM GOOD PRESERVE 112 22" WILLOW GOOD PRESERVE 113 12" WILLOW GOOD PRESERVE 114 33" HACKBERRY GOOD OFF SITE 115 30" OAK GOOD REMOVE 116 36" OAK GOOD REMOVE 119 12" HACKBERRY GOOD REMOVE 120 8" HACKBERRY GOOD REMOVE 121 10" CEDAR ELM GOOD REMOVE *EXISTING TREE CREDIT SUMMARY TOTAL APPLIED TO CANOPY TREES ACCENT TREES 0 TREES 0 TREES TOTAL CALIPER INCHES 249" TOTAL CALIPER INCHES PRESERVED 153" 610/ TOTAL CALIPER INCHES REMOVED 96" 39% BUILDING PAD EXEMPT 12" (1%) PARKING LOT EXEMPT 30" (14%) ROADS EXEMPT 36" (14%) OTHER NON-EXEMPT 17" (7%) TOTAL SITE AREA = 49,806 SF EXISTING CANOPY COVERAGE = 21,353 SF PERCENT CANOPY COVERAGE = 43% MIN CANOPY PRESERVATION = 50% TOTAL CANOPY PRESERVED = 7,534 SF PERCENT OF CANOPY PRESERVED = 68% MINIMUM PERCENT OF CANOPY PRESERVED WAS MET NO MITIGATION REQUIRED L 2X4'S @ 5" OC TO MINIMUM f OF 10' OR TO HEIGHT OF HING. STAPLE WIRE =CTORS TO 2X4'S AT 3' OC. T ATTACH TO TREE. 499 -ETELY ENCIRCLE TRUNK. EXISTING TREE TO BE REMOVED 499 O EXISTING TREE TO BE PRESERVED NORTH 0 20 40 60 SCALE: 1" = 20'-0" LOT 9 TREE PRESERVATION ��ITE FLAIL (�:, I T-r OF �OIJTHLA<E AFFOVE:7) SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY VICINITY MAP O 00 m O O O O O > O O O O m \ \ V A O N O D rl-) V CD (M z o W J ° Z v C H CO C� W W 2 U � H r I.L N U m � Q a (L W U)X o as>N dam= V V z m Z Q :2 U ZZo= W as LL _1oz Z W 0 0 O Q I I I I I I Q CDZ O cn LIJ �_ LEI 0 r� I 0 0 I L � Q I 0 O w : Q z W Ld LL 5 E FLAN Z q=00&a FOR V OA<5 RIVER OAKS DRCE 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 B ace Architects 1202 S. White Chapel Road Suite A Southlake, Texas 76092 817-488-9397 DATE: OCT. 50/ 220 L-1 DATE SIHEE7 OF I IILE NEL (33) I10 gal. CEP, CAN (2) I2.5" Cal. IULM CPA (3) QUE 5HU (2) 4" Cal. 2" Cal. PRU C (2) I C-FR C-A1,C21 _.. _ ------------ 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 LONE STAR NOTIFICATION CENTER YOU DIG 1-800-669-8344 EXT.5 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. � 61 3960 C SUMMARY CHART - BUFFERYARDS LOCATION / REQUIRED/ LENGTH BUFFERYARD CANOPY ACCENT SHRUBS FENCE/SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PROVIDED WIDTH / TYPE TREES TREES NORTH REQUIRED 198' 10' / F1 6 12 16 F-1 PROVIDED 198' 10' / F1 6 12 16 SOUTH REQUIRED NA PROVIDED EAST REQUIRED NA PROVIDED WEST REQUIRED 222' 10' / F1 7 13 18 F-1 PROVIDED 222' 10' / F1 7 13 18 TOTALS 13 25 34 OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W. 2. SHRUBS OBTAINING A MATURE HEIGHT OF THREE (T) 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. 3. 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.) (SQ. FT. ) REQUIRED 2,550 SF 75% 5 10 62 370 49 PROVIDED 30,749 SF 100% 5 10 62 550 49 *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. - 17 STALLS X 20 = 340 SF REQUIRED PARKING LOT LANDSCAPING. - 408 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. *EXISTING TREE CREDIT SUMMARY 3 TREES @ 6"-12" DBH (#'s: 130, 132, 135) APPLIED TO CANOPY TREES ACCENT TREES 3 TREES 0 TREES PLANT SCHEDULE LOT 9 TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS QUE SHU 6 Quercus shumardii Shumard Red Oak 2" Cal. 8`-10` HT. As Shown Single straight trunk. Main leader intact " .. `, ..." with no broken limbs and not root bound 0, QUE VIR 5 Quercus virginiana Southern Live Oak 4" Cal. 12' Height Min • ULM CRA 7 Ulmus crassifolia Cedar Elm 4" Cal. 8`-10' HT. As Shown Single straight trunk. Main leader intact with no broken limbs and not root ' bound 9 11 \ 5 O ULM LAC 3 Ulmus parvifolia Chinese Lacebark Elm 2" Cal. 8' As Shown ✓�\ ORNAMENTALTREES CODE QTY BOTANICAL NAME COMMONNAME SIZE HEIGHT SPACING REMARKS PRU MEX 16 Prunus mexicana Mexican Plum 2.5" Cal. 8' ORNAMENTALTREES CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS / D CER CAN 15 Cercis canadensis Eastern Redbud 2.5" Cal. 6' Height Min As Shown Single straight trunk. Main leader intact with no broken limbs and not root / bound / 0 LAG IND 4 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle 45 gal. 6' Height Min As Shown Single straight trunk. Main leader intact with no broken limbs and not root bound O SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS TT V J 0 BOU GRA 29 Bouteloua gracilis'Blonde Ambition' Blue Grama 5 gal. 18"-24" 48" oc Ul Q\ O ILE VOM 10 Ilex vomitoria 'Nana' Dwarf Yaupon 5 gal. 18"-24" 36" oc Container grown, mature root system but not root bound. Full broad top OILE NEL 52 Ilex x `Nellie R. Stevens` Nellie R. Stevens Holly 10 gal. 36" Min 48" O.C. QMUH CAP 2 Muhlenbergia capillaris Pink Muhly Grass 5 gal. 18"-24" 48" O.C. ORHA IND 27 Rhaphiolepis indica Indian Hawthorn 'Pinkie' 5 gal. 18"-24" 36" oc Container grown, mature root system but not root bound. Full broad top GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS 12 CA CH 371 Carex cherokeensis Cherokee Sedge 1 gal. 10"-12" 12" o.c. Container grown, mature root system but not root bound. LOW GROUNDCOVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS NAS TEN 177 Nassella tenuissima `Pony Tails' Mexican Feathergrass 1 gal. 10"-12" 24" o.c. Container grown, mature root system but not root bound. Full broad top ® SAL GRE 18 Salvia greggii 'Red' Autumn Sage 1 gal 10"-12" 24" o.c. Container grown, mature root system but not root bound. Full with Red blooms SR 152 Seasonal Color Annual Color 4" 6" Ht. 6"-8" Summer annuals - Lantana Winter Annuals - PansiesNiolas SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS 17 CYN DA2 26,177 sf Cynodon dactylon Bermuda Grass Hydro Mulch Reference Specifications 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. LOT 9 LANDSCAPE PLAN S I TE f= N r--, I T"r OF �OIJT�4LA<E Af=f=OV=) SHEET OF APPROVAL DOES NOT AUTHORIZE ANY WORK N CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES APPROVED BY PLANNER DATE NORTH 0 20 40 60 SCALE: 1" = 20'-0" VICINITY MAP 00 0 M O O O O _ > O O O m \ \ \ O N O ci1 Z J o w J w Z �r o ti H � � 0 WLu W HIr Lu W CL LU (5 CO) as>N � Q m 00 °3 Z V/ a Z • Q U t a Z a Z Q .0 u LL C14 G Z w a O Z a I�VIL 0 0 c7::) � Cf� I I I O W O W O LLJ � O O W Q LLJ W 5 E FLAIL ZXq-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 SOUTHLAKE, TEXAS 76092 TEL: 817-488-9397 DATE: OCT. 50/ 2-0 SIHEE7 OF Contact nformation: TREE STAKE GOUT 0NS www.treestakeso utions.com JEFF TULEY 9036766143 3" MULC "U" BRACKET NAIL STAKE FORM SAUCER SPREAD THIN BRANCHES BY 1 /3 RETAINING SHAPE OF PLANT. (DO NOT CUT LEADER.) SO THAT TOP OF ROOT 3 2" ABOVE THE :D GRADE \LL CUTS OVER I" DIA. 1:1110 ROOTBALL ANCHOR RING NAIL STAKE "U" BRACKET -CIFIED PLANTING MIX -ER & TAMP TO COVE AIR POCKETS 2 X BALL DIA. 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.) 0 0 0 FORM SAUCER WITH 3" CONTINUOUS RIM ° �� 3" MULCH SPECIFIED PLANTING MIX. WATER & TAMP TO REMOVE AIR POCKETS 6„ i fN. NOTE: 6" WIDTH IS MINIMUM. IF PLANTED IN DEFINED BED, PREP, ENTIRE BED AS SHOWN ON DRAWINGS. SHRUB PLANTING SCALE: NOT TO SCALE RM UCER MAINTAIN SAUCER ON LOWER SIDES OF PLANT TO RETAIN TREE PLANTING — GUY WIRES OVER 2" CALIPER SCALE: NOT TO SCALE PLANTS/SPACING PER PLAN 3" MULCH INSTALLED BEFORE PLANTING :f BED PREP PER SPECS )c o ir 7 �)r I o BEDDING PLANTS/ EDGING DETAIL SCALE: NOT TO SCALE •. EDGING 1 " ABOVE FINISH GRADE illil llil� 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. GRADE E TREE/SHRUB PLANTING ON SLOPES SCALE: NOT TO SCALE PLANTING DETAIL SITE FLAN (�:, 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 00 0 m 0 0 0 0 0 K K K � � O m O N O + p Z V M z W 0 0 J o, Z o ti So w V � W w r V � _ co LU LLJ % d W 05F> c as> M Q m V V z WZ U IQi J oz z W a O 0 Z Q N Y a O Cf� Q W H L� Q H O cn w W 0 0 0 L � Q � 0 O Lv < z z W Ld LL 5 TE 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 ocally 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 3/4" 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/_lRolI■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. C�11I=a1Z1;71\[! 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 �OUT�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 Irk V CD0 M J IS Z ti 0 U ti a H C� W W H Q = U (,� ti C H Li C4U m °D Q Q m co W IL �' a W Ix- o a a a �; a m J VV2�Z Z • � v- Z 5 Z Z U J Cn LLLL 0-0 Z Z 0 Z Y X a IL 0 0 O Cf� Q W W Q CDO W 0 Cf� Q O W 5 TE FLAN Z q-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 SOUTHLAKE, TEXAS 76092 TEL: 817-488-9397 JA&1MW B ck rcOtects 1202 S. White Chapel Road Suite A Southlake, Texas 76092 0 817-488-9397 DATE: OCT. 50/ 2-0 S HEE7 OF DATE FINISH GRADING, LAWN WORK, WILD FLOWERS PART I - GENERAL 1[II�17�101 ' ' 1111110 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 abeled 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. PART III - EXECUTION 5111111711]&11.31U1'1 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: 2.03 GRASS SEED Tickseed 10 pounds/acre Cosmos 15 pounds/acre A. Grass seed shall be of the previous season's crop and the date of analysis Ox-Eyed Daisy 5 pounds/acre shown on each bag shall be within nine (9) months of the time of delivery to Side Oats Grama 4 pounds/acre the project. When requested by the Owner or Representative, the seeding contractor Showy Primrose 0.5 pounds/acre shall furnish a sample of seed from each bag for testing. Plains Coreopsis 2 pounds/acre Black Eyed Susan 2 pounds/acre B. The seed shall comply with all provisions of the U.S. Department of Agriculture Indian Blanket 10 pounds/acre as to labeling, purity, and germination. Texas Bluebonnet 4 pounds/acre Little Bluestem 4 pounds/acre 2.04 MULCHING 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. 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. i�Ib7r1.Z1i1�1]I[I]I 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. 1111I:1111111 W11KNIN►GI1] 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, Item 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 (1 11). 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 lbs. 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 lbs. 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 0 M 0 0 0 0 O O O O O m \ \ \ \ O N O V o M Z o W J w Z v o H 0 a V W W H 2co U F a a W ti v' c aa>�' g U V 2 -E! Z Z a Q M U U a LL � z 0 Z V) X a IL 0 0 O Cf� Q W W Q CDO cn LLJ D o W 0 I 0 0 I L v� Q I 0 O : Q z W Ld LL 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 SOUTHLAKE, TEXAS 76092 TEL: 817-488-9397 � I TE FLAN (�:, I T-r OF �OUT�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 J1`1110111111i A&Ecke..ArcOtects 1202 S. White Chapel Road Suite A Southlake, Texas 76092 0 817-488-9397 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 (n it v N OD 00 SCALE 1'' = 20' a Z m 0 10 20 40 Z x 1�11 v N, F w OD Drainage Easement \ ;'� \ SITE GRADING LEGEND z a o FF = FINISHED FLOOR z i Cab. A, Sid. 11119 �' 1e, \ TP TOP PAVEMENT T1 - TOP INLET 0 z ] a = a - \ P.R.T.C.T. ;�' \ '� �� TG = TOP GRATE INLET a i TC = TOP CURB o i �117 J GT = GUTTER Z z ? FG = FINISHED GRADE Z o 00 `i I../--: SEWER \ \ ---._._.._...._.._............._._. _ TW = TOP WALL = L BW BOTTOM WALL O a m N .. :%' �, ..-.._._.;_._... _._._.__..........._._..__ U W W CLEANOUT U T \............... __._.._._.__....................._._._._._._._ - F L = W LINE Z ao GUYO ° WIRE �� w W ---__.............................._._._._._..................................._.._.._._........_.._._. ____......................._.._._.___._.____............_.._.._._...___.________--------- s --- . , _. Q/ E _., .-.._~ L� 1/ 2" F I R POWER \ ` FLOW DIRECTION - _ U _._._._...............fl....---- WIRE F E W E R ` H S B P O L E - 649- - EXISTING ELEVATION CONTOUR J N o0 E GATE ' POL 1 /2 " I RF ,BARBED 2 �� 97 ° 76 MANHOL 3 .............................___.........____ BENT \ - 6�- PROPOSED ELEVATION CONTOUR I ______..._____.....____.....__ T/ I M= 6 5 2° 7 7 \ 1 O TREE PROTECTION °, ......._�.--.._.._......_._._._.._.._.._.._.._..._._.__S E W E T/R I M = 655 92' ,, ,` *4 - ° FL 8" PVC I N = 642 .---------='. -- i MANH LE L 12" PVC IN=645°24' �� F L- I -------P V C ----et 17 = 6�4 r 5 w F 12" OVC 0 T=645° 19' ,� ° `' cn --- - --- - ` --------------------- -------------------- 4 0 , B L \ J a_ �\ U) `�; 61� Q z O � w Q APPROXIMATE ZONE AE (� `�V ' \\ :::IMPORTANT::: - � ~ Q J � � \ •��% CONTOURS REPRESENT FINISHED GRADES. ALL " FINAL GRADING NOTE " PAVING SHALL BE EXCAVATED TO SUBGRADE PER U W 0 � \ \�' TYPICAL PAVING SECTIONS (SEE DETAILS). FINISHED GRADES SHOWN HEREON REPRESENT TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING, UD Q J z CRITICAL ::: UNLESS NOTED OTHERWISE. Q O Z L� ° `� LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE UNDER NO CIRCUMSTANCES SHALL SOD OR AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR z ~ 0 l LANDSCAPING BE PLACED ABOVE THE BRICK IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING FINAL POSITIVE O `t - UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE LEDGE. GRADE SHALL ENSURE FLOW AWAY FROM THE BUILDING AND OTHER THE (, w i N Q� COMMENCEMENT OF ANY CONSTRUCTION. STRUCTURES.Lu - N I MATE ZONE X� '� S (O T - L 0 0 D AR TW 657.40 ` TW 6 7.00} .! - ° BW 656.40 BW 653.00 CONTRACTOR NOTICE _ i -0 \ O ALL SIDEWALKS, AND PAVED AREAS. REQUIRING ADA ACCESS SHALL BE00 \ TW 657.30 CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN TP 657.50 BW 655.00 T /RIM = 50.87 ' ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES TP 657.40 TURNED DOWN 1 PVC I N = 6 4 0 6 1 ' AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE CURB/WALL ° PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES TP 657.50 FLI PVC 0 U T = 6 4 0 ° 5 7 ' SEWER (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. \ CD 0 / E 7 r\\ O F F 6 5 7. 5 TW 657.30 1 TW 657.20 0 T / I = m T ED DOWN MANHOLE, \ \ ROUGH GRADING SHALL BE WITHIN 0.1 FT OR OF FINISHED GRADES SHOWN. - 3 W 4 W > z W o 3 W a BW 655.50 BW 653.50 4 1 CUB/ LL.....ck:POWE UNDER PAVEMENT AND/OR BUILDING FINI SHED FLOORS. FINI SHED GRADES SHALL W o Z a o GUY C TP 656.70 �-;,:='"� ~""" --~""- """" BE CONSTRUCTED TO THE TOP OF SUBGRADE THE CONTRACTOR IS RESPONSIBLE E _ _ _ z�'r''� vi��> POLE WIRE - - �� TP 657.30 L P \ TW 654.00 BW 653.00 :=' ° ( ,""'""` QC FOR VERIFICATION QF ADA ACCESSIBILITY TO ALL DOORWAYS. ETC. IF ANY GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/ADA ACCESSIBILITY -J Z c z a ago W 0 z ,..-"•" Q O N ^ TP 657.40 TP 657.40 TP 657.40 TW 655.20 BW 654.00 - TW 654.00 � i GU DEL NES, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY. I N WRITING. TO I THE I ENGINEER FOR RECONCILIATION. C o � ao Z w z W w n o a TP 656.10 TP 655.50 C•�� .,........ l,.. BW 653.00 "" 1 a z fv ° / ° \� g 1 Jw �zW20 EDE zW� TP 657. 10 (S1 S \� NH MQ Ex. TC 655.00 C \ �n 1 EX. GT 654.50'( \A \ w U � � m = TG 656.30 TP 657.10 ', TC / L� TG 655.30 TC 655.30 GT 654.80' 656.00 GT 654.80 .............................. S'` T i � 1, VJ� �`� ��✓ � / '(J 4 � R P GENERAL NOTES - cz . w W N a ? ma W Y GT 655.80 GT TC 657.00 655.50 E E R t_ TG 655.00 TC 657.00 GT 656.00 ........._._..-.._.. ...---" GT 656.50 ......... ........... TC 655.00 GT 654.50 == 1. CONTRACTOR 1S RESPONSIBLE FOR DEMOLITION, CLEARING AND REMOVAL N = � = z o TC 655.90 ." - GT 655.40 II n / - GT 654.50 EX. TC 654.40 } EX. GT 653.90 OF EXISTING STRUCTURES INCLUDING REMOVAL F TN> ANY EXISTING Q E I$ 1 G UTILITIES _._._._._._._........ 5 1 V �� _ N T P 654.50 1 TP 654.80 /j I 1 ,.ko - THAT MAY CONFLICT WITH P R LAYOUT. F T C0 1C 1 PROPOSED o Y Y TG 656.70 -,._��......._._._.._.._._.._._.. ") N W Lu o U � � _.• -•_'- Ex. TC 654.20 / 2• THE TOP FOUR (4 INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND z o �., � � T 6 t00 '-' _.._.•-••_" .._..�• „_.. - EX. GT 653.70 ;'' STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H 1V OR W 2 3 u No Q4 ° Q * 5� •�•, .�.•-••�"� 3 ! TC B # i FLATTER UNLESS OTHERWISE NOTED. o 0 0 0 = Wo �z .._ CJ .._.._.._.._.._• Q 654.85 TP 654.50 GT 654.35 ' I R `;• mw- TP 655.00THE ' ; ! � H CONTRACTOR HALL ALL AREAS U YCONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT H ---------- RAMP / S, CULVERT LIMITED O TRENCH A K LL SLOPES. N IRRIGATION SYSTEMS. � TC 656.70[........................................._.-.._........-.._....._.......................... GT 656.20 -- ;_- ______--- `RAMP H RANT '! ( PIPES. DRAINAGE DITCHES. DRIVEWAYS. PRIVATE YARDS, ROADEWAYS, ETC. TC 656.10 GT 655.60 N ° wv WATER SIG " 4 . ALL F 1 LL AND STAB 1 L 1 ZAT 1 ON PROCEDURES SHALL BE PER GEOTECHN I GAL REPORT. } m CD !� ETER ' TC 655.35 L V ° ! = 8 * 58' S6 �� " AT MINIMUM, SELECT FILL SHALL BE PLACED 1N 6 LIFTS AND COMPACTED TO 95 STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY n `, GT 654.85 ATE F EX. TC 654.60 U Ex. GT 654. 10 EX. TC 654.60• E T 654.10 R = 200. 00 GEOTECHN 1 CAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL (n TC 656.00 TC 656.60 CP 0 GT 655.50 V A L V BE BORNE BY THE CONTRACTOR. 3 = 31 41 ° �1 3 O II „ L C= N 7 3 x 4 0 3 E 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A (1� J ; MINIMUM OF 1% SLOPE AROUND BUILDING PAD. -► z = 31.38 ! Q !� 6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND LAYOUT. 7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. t �x=8x11'04�� 8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. W m r\�! PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY STANDARDS. Z ' 'y" Tn \ - - - - 10. TOPOGRAPHICAL SURVEY INFORMATION OBTAINED FROM SPRY SURVEYORS. W o: zz 11. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED 1N THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ALL GRADED SLOPES NEXT TO CREEK SHALL SHEET IMMEDIATELY STABILIZED WITH HYDROMULCH AT MINIMUM OR GRASS SOD. C1.02 ZA19-0069 \021-130 GRADE PLAN (Lot 9).dgn 2/26/2020 10:59:21 AM (n it w a N OD 00 SCALE 1" = 20' i ^ m 00 N , I CRITICAL ... " ' 0 10 20 a0 \ , V X F 00 1 I ' LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE PAVING LEGEND H u O N AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR F z l��' o J �.- SEWER \, :' ;� IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING 6" THICK CONCRETE PAVEMENT W/ #3 BARS a " J �, _ 00 z V CLEANOUT UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE � a x GUY I� WIRE ° w ' ----- _.__._._._._._._._.........._........................................._.._ W O/E _._.._._....._._._._._._.._.._.._..-..-..-..- ............._ / __ --s�---- M M ..... - s ------~--' _..�. - 1 /2" I RF THE COMMENCEMENT OF ANY CONSTRUCTION. 18" O.C.E.W. (PARKING AREAS) 4"THICK K CON T a C CONCRETE SIDEWALK w/ 3 BARS ° - ° , ' O n_ z LV�� J a = � _._.._.._._._._._._..............._.._.._.._._.__._____.__. .�- --- W I .__.._.._..-......._._._._.. ,BARBED -�� C WE GATE II �] �7 ° 76 �J FEN E W E R R I '! MANHOL H S B 'BENT • \ `�' \ @ 18 O G E w W W - O W z > GUY POLE 1 /2" I RF �j 32 _..._.._.._.._.._.._._._._.._.._.._......_._._._.._ WIRE 0.5 I ............._._._._...........-..-..-....._. ............._._._._.............._._._._.._.........._._._._.._.._......_._._._.._.._.._.._.._._._.._.._.._.._.._.._.._......._.._.._.._.._.._.....- ` \ , - ILI�I z W w z m N N w n - F- _............_._._._.._.._......_.._.._._.._.._.._.._.._.._.._.-.._.._.._.._.._.._...-..-..-.._.._.._.._........._._._. SEWER T/RIM = 655 ° 92' MANHOLE FL 12" PVC IN=645°24' T/ I M= 6 5 FL 8" PVC F 1`` " - 2° 7 7' \ ---------------- -- -- ------------- I N - 642 ° 07' \ V C-----et fT--- -6-4- --------------------- - 9 5' 9 E" z w 2 E N z FL 12 " OVC OUT = 645 . 19' ----------------------------- ° \ `♦. ,OD ----------------------------------------------------------------------- 4 0 - B L O CONTRACTOR NOTICE � �\ t �• ALL SIDEWALKS, AND PAVED AREAS, REQUIRING ApA ACCESS SHALL BE CONSTRUCTED WITH 5% ( MAX.) SLOPE AND 2.0% ( MAX.) CROSS SLOPE IN \ APPROXIMATE ZONE \\� AE �, `\ ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE — — LLJ PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES W � Q (1N WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. RELOCATION NOTE: z Q Q 1 UTILITY 1F ANY EXISTING UTILITY POLES, POWER POLES, Q - z z Z GUY WIRES, TELEPHONE UTILITIES, ETC. ARE FOUND W Q TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, J 0- THE CONTRACTOR SHALL CONTACT THE APPROPRIATE < _ N` RETAINING ! '� UTILITY COMPANY AND COORDINATE THE RELOCATION OF U Lu N`• APPROXIMATE ZONE X WALL ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). a z & (OT LOOD AREAS-� ` ` J — > 2 1 i = `9 ° ° �° ° ° \ CONSTRUCTION NOTES: z ! ° RETAINING T/RIM = 650 ° 87' AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY U LJ�J O 4,. WALL 1 g " PVc I N = 64Q� ° 61 ' SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED _ F\L 18" PVC OUT = 640 ° 57' SEWER AS DIRECTED BY ENGINEER. ° \ D • Z N E X \ RAMP WITH HAND RAILS m� � MANHOLE,: ----""`` = ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE W 0/E ', ' = � H R AREAS) ° POWER GUY T/F I �' S47 � RETA Ng) .... ,-�. � - 1 '` /� THICKNESS WILL HAVE AN EXPANSION JOINT FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED. � O L C 4 " WALL. N 2 POLE WIRE °��; FL P\ir - -- ..;`" QC ALL SIDEWALKS SHALL CONFORM TO A.D.A. REQUIREMENTS. ' °ADA— STEPS • °. \... � "` ''- `"-• F ' - ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE RAMP SO AS NOT TO IMPEDE DRAINAGE. • MQ �� GM ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED WZWlz ♦ ♦ WITH DOWELED EXPANSION JOINT CONSISTING OF PRE -MOLDED L W0z3 a z 40 o ' ............. 1 t 4 yi . = EXPANSION JOINT MATERIAL AND SEALANT.} Uro A D ....... ___. • V \\\ ; 1 _.-.... �- J z a 00 � M z , 00 _. __.__._._._ ADJUST MANHOLE RIM AND CLEANOUT TO 9 -.. -''"'' � a W W a z — 1 � _......_.............. MATCH NEW PAVEMENT '_,, `: - - i _._..........-._._._._. ADJUST , WATER METER ........... lit / '" W.-W U~� O 000W + 11 TO MATCH NEW PAVEMENT 1. ALL CONCRETE SHALL BE 3.500 PSI AT 28 DAYS TWO TEST CYLINDERS SHALL BE W o cz i a _,. 3 83 5`�•._�4_.._.,_••-••"""-' j i B # 3' �� TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE IS POURED. =�ma Y ° _.._.. _.._.• � � � ° -61,( SEVEN DAY AND TWENTY-EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE 1 /2 I R /, _ * 1 OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE B THE CONTRACTOR. _._._. - ......-._ HSB - RAM P / I M N = _ - -- FIRE R` RAMP / `� 2 OF 1 0' BEYOND LIMITS OF CURB LINES OR SUBGRADE SHALL EXTEND FOR A MINIMUM Y � N N ` ( CM) 1 B 1 DRANT j WATER , j�� ('' EDGES OF PAVEMENT (AS APPLICABLE )3 o N N -0 � N Q g, �, CO SIG !� ETER � I \,t _ � II 8 �` 59 56 Z W �o o ItVALV o j I ,_tl 3. SAW JOINTS SHALL BE CUT ON MAXIMUM FIFTEEN (15' ) FOOT CENTERS WITHIN 24 m v a W x4 n 1 WA T E I l , U � I, R = 200.00 HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF o a W � x Wo ~ Z Ld cn , VALV i 4. 3' I Ili; L = 31 41 INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ° U) o i 2 �: L C = N 73 4 8 / 0 3 11 E 4. SIX (6") INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. 3 z 31.38 ' SAW JOINTS SHALL EXTEND THROUGH THE CURB Q W 5. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. ° t. 6. ALL PARKING LOT PAVING SHALL BE 6" THICK REINFORCED CONCRETE W/ # 3 BARS CID C N - = 8 x 1 1 04 AT 18" CTRS. ON SUBGRADE COMPACTED AND STABILIZED PER GEOTECHNICAL m CD v v _� o _ R 520°00 REPORT. TRAFFIC LANES TO BE 6" THICK. `` 1 °�J! �°- X FND 1/2'; IR, L = 83. 36 7. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS. (CM) HSBI cm I LC = N 01 25 II 24 SEWER 8• CONTRACTOR SHALL PAINT & STRIPE ALL PARKING AS SHOWN. CONTRACTOR 1 83.27 MANHOL SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS, AND CURB STOPS AS SHOWN. T/RIM=649°28' 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. o N CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG �t 18 " PVC I N = 639 ° 02' 10. ALL SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF SOUTHLAKE STANDARDS. w 8" PVC OUT=638° 95' STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE ; 11. ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC Z SHEET DESIGN STANDARDS AND DETAILS, WHICH ARE THE DETAILS CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL ON INCLUDED AND MADE A PART OF THESE DRAWINGS. UNIFORM TRAFFIC CONTROL DEVICES. C1.03 ZA19-0069 \021-130 PAVEPLAN (Lot 9).dgn 2/26/2020 11:21:36 AM Q RV1`1�`J' 00 z 00 N O Go � Z to o0 0 N � CURB RAMPS NOT IN THE PUBLIC RIGHT-OF-WAY: THESE DETAILS ARE NOT FOR USE 0 N STATE RIGHT 0 F WAY DOOR LEAF+4' - 5 W PROVIDE TRUNCATED DOME CONCRETE ALL CURB RAMPS THAT ARE CONSTRUCTED, RENOVATED, MODIFIED, OR ALTERED, BUT ARE NOT PAVERS (2% MAX SLOPE) IN THE PBLIC ROW MUST IN COMPLIANCE WITH 2O12 TOASPLY SECTIITH 201ON 406? TAS AND ANY CURB RAMPS PROVIDED SHALL BE THESE DETAILS T O BE USED ON PRIVATE PROPERTY ONLY PATHOF M 01 z i I O I _ r, 0 x = tMAX SLOPE TRAVEL _ 2114" i = Ill J SLOPE O O SLOPE INSTALL A.D.A. PARKING SPACE SIGNAGE PER T.A.S. CV F a 11 x 00 O 12 1 MAX. 12 1 MAX. TOP OF C URB 4" SOLID CONSTRUCT TYPICAL WHITE �n Q Z W z O OOO (EACH A.D.A. SPACE) STRIPE (TYP.) A.D.A. RAMPS AS � ' 00 O 0 SIDEWALK (TYPICAL) DETAILED FL OF GUTTER W � N � 1:50 1:20 /'7 PATH OF \'- n `00 #3 DOWEL BAR 12" MAX. SLOPE MAX. SLOPE — � TRAVEL z o _ '-' #3 DOWEL BAR 12" LONG @ 12" O.C. i O CURB TAPERS CURB TAPERS LONG © 12" O.C. 6" TO 0" 6" TO 0" (colvcRErE CURB & GUTTER) IF PARKING SPACE IS 20 FEET LONG, INSTALL 60 LO _j 0 a CONCRETE CURB STOPS � AS DETAILED. SEE PLAN -1/4" 2114" - ELEVATION VIEW FOR SPACE DEPTH VAN CAR CAR CAR PLAN VIEW A.D.A. RAMP DETAIL N.T.S. 1:20 Q N T S 9. 9' 9' 9. 9. 5' 9' I MAX. SLOPE PATH OF TRAVEL . . . N.T.S. . .. �. �. �. �. .. �. — - NOTE: LL1 GRADES SHOWN RELATIVE TO FINISHED FLOOR. Cj TYPICAL A.D.A. RAMP, TYPICAL GRADING AT Z Q 1 " PEEP FINAL SEALANT TO BE NEUTRAL COLORED ELASTQMERIC SIDEWALK AND PARKING STRIPING DETAIL PEDESTRIAN DOOR Q = SEALANT (SONNEBORN URETHANE DIMENSIONS AS APPLICABLE TO SITE PLAN J a_ SEALANT NP-2 OR APPROVED EQUAL) SCALE: N.T.S. VARIES -SEE PLAN ECAST CONC. WHEEL OP,6'-0"X10"X6„ 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 Z X J COMPACTED #3 BARS @ 18" C.C.E.W. F.F. VARIES - SEE PLAN 12" LONG X I/2" STO RODS,2 PER *.. O Lu Q NATIVE MATERIAL STOP Q MAX SLOPE .... :a LL.I LL.I2% 0 j • f 12 VJ CONTINUOUS SEALANT Sl/ /lo Sl/ •':" U) z / / '• ALONG 9U,ILDING OVER , °E ° !/\\!/\\!/\\%\\ ORXRE WOOD 'EC CONC. WHEEL STOP Z Q := �� ' :; r D PANS I ON /\/\/\/\/\/ '.: \� \/� .. :. :: JOINT MATERIAL \/�\//%\\/\\\/\\\/% N.T.S. O 12r' 12r, /' .•.,."..•; SEE ARCHITECTURAL PLANS FOR TYPICAL GRADE BEAM/ SLAB U Lu 0 �\ .:='y.:• �:�.' AND BRICK LEDGE DETAILS 9' 9' \\ . (THIS SECTION NOT TYPICAL) Lu REFER TO GEOTECHN I CAL REPORT REGARDING SUBGRADE \/ \/ PROVIDE TRUNCATED DOME CONCRETE PAVERS PER PREPARATION UNDERNEATH FLATWORK SURROUNDING BU I LDNG. SOILS MAY BE EXPANSIVE AND IF NOT 18,O MAXIMUM 1:50 CROSS SLOPE PREPARED PER GEOTECHNICAL REPORT TO REDUCE J THESE CHARACTERISTICS THEN MOVEMENT OF FLATWORK HANDICAP SIGN MAXIMUM 1:12 SLOPE WILL OCCUR OVER TIME. TYPICAL SIDEWALK ADJACENT TO BUILDING 6" uR6 4" SOLID N.T.S. WHITE STRIPE 18' (TYP.) W 0*4 w IS 0 � W a MAXI M 1:50 CROSS SLOPE ujg;Z r O p , c } J NRF5, < O KUNN Z Z � 2oa W °O W a 9' 9' 9' TYPICAL PARKING ; %oa = z VERTICAL SAW CUT HOT POURED RUBBER JOINT 1/8" TO 3/16" WIDE — STRIPING DETAIL Z i 0 J LuQ� WW OL' : CO = 1 2" SEALING COMPOUND SAWED GROOVE HOT POURED RUBBER JOINT �I SEALING COMPOUND 1" MIN. STRIPE AS PER T.A.S. N.T.S. C' O �ooa � 0 z 0 LIn uj W = =�ca ui TYPICAL HANDICAP PARKING SPACE °° Y N SECOND POUR FIRST POUR FRONT OF BUILDING _a h no ra, a° �°° O N °° o O�° ° � v 4 v OO 4 N O t0 N Y Y 1.- in O #3 BARS ON 18" LAP BARS 30 DIA & TIE V/ 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL N O Lu In _ CTRS. BOTH WAYS #3 BARS ON 18" CTRS. BOTH WAYS (SEE NOTE) NOTE) HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. 0 28 DAYS 6" AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. REINFORCING OF SIDEWALK SHALL BE MIN. •3 BARS 0 18" w z z O �., x +r O 1 (SEE -I I I� _ O _ _ 2.01 MAX. CROSS SLOPE CENTERS EACH WAY. I- I I I O � Q O W o O 2 u W � z CONSTRUCTION JOINT SAWED CONTRACTION JO NT _ I—� -III °'.• :� .:.: ; N.T.S. N.T.S. r q '• H q Q NOTE: 6" THICK COMPACTED 3/4" PRE -MOLDED EXPANSION JOINT MATERI SUBGRADE TO MIN.95% 1" DEEP FINAL SEALANT TO BE NEUTRAL ALTERNATE REINFORCEMENT STANDARD PROCTOR COLORED ELASTOMERIC SEALANT m #4 BARS ON 24" CTRS. (SONNEBORN URETHANE SEALANT NP-2 24" #6 SMOOTH DOWEL BOTH WAYS. OR APPROVED EQUAL) 16 DOWEL COATING TYPICAL SIDEWALK SECTION — ADJACENT TO CURB — WIDTH VARIES N.T.S. #3 BARS ON 18" — SAWED GROOVE HOT POURED RUBBER JOINT —3/4"f - 1 1/4" MIN. CLEARANCE CTRS. BOTH WAYS 1/2" WIDE SEALING COMPOUND 1" MIN. (SEE NOTE) — HOT POURED RUBBER N 11 JOINT SEALING COMPOUND NOTE: EXPANSION JOINTS AT ANY DIRECTION CHANGE AND 40'MAXIMUM ON STRAIGHT RUNS. JOINTS TO BE 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL 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" ° O O ° O BE SECURED) TO B E INSTALLED \ ~ _ _ STANDARDS OF THE CITY. CENTERS EACH WAY. _ 2' C -C . 2.0% MAX. CROSS SLOPE _ �Iffl III I I REDWOOD EXPANSION ° O n O DOWEL SUPPORT SHALL B E OF A o o v o o,:.: .. . ,' :a• . a .: j I— III II I II I III � III1 1 I I II1 1 1I _ JOINT FILLER METHOD APPROVED BY ENGINEER z 0 EXPANSION JOINT KEYWAY JOINT (SPACED 200 FT. MAXIMUM; LOCATE AT (FOR PAVEMENT THICKNESS > 6") TYPICAL SIDEWALK SECTION — WIDTH VAR W Cr STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) N.T.S. N.T.S. SUBG ADECTTOPMIN. 95Z N.T.S. STANDARD PROCTOR p z SHEET C1.03A ZA19-0069 \021-130 PAVEDETAILS (Lot 9).dgn 2/26/2020 10:59:55 AM (7 ir u h z a 22 UI dlf Id(y. C CdSCf r ICf 1 L V z o CP Cab. A, SId. 11119 �' 70, '�. a ~ = X \ _ r Q W � � ~ N P.R.T.C.T. ;�� O \ U J U 'Jx 00 1 \ a LLI 2 < J U I 0 j (� rn a sewer Uo00 Z N W Z 0 c l e a n o u t :' -_----�----- -___ _ ---- � Z Z o �, , ---- S - ______._._.._.._.._.._.............._.__._._.._._._.._.._.._.._........-___----- ' 1 -- --- --- - , ''' = SCALE 1" 30' � , " , W Z o a m N V.-._...-._..--------- a e 1 /2 " i r f power \ 0 15 30 60 W Lo ------- ------ - __-------- o, ___--------- e ------------------------ _ O� --- 9 9 99 197.76 barbed wire fence sewer manhole HSg bent pole \ o \ ` 6 W x - Z F � U W i Z ate g 32 6 1 2 " i r fjJ 7 -------------- -----' Y ! \ �\ O � Q = ----------- ____ .. - _--------_- - - _____----- - t T / i m = 6 5 2.7 7' sewer T/Rim=655.92' >> FL \ PVC in=642.07 manhole F L 12 " PVC i n = 6 4 5.2 4' „ - 6 L-----1_ _ _------P-�! - --- 5 6-----�U-t-= � � �i-: 9 5 � z FL 12 " O V C out = 6 4 5.19 ' \ _ Q J 40; BL W W it z Q i `� Q = w -' approximate Zone AE . ,� W I C) W i z Q M �_ x W it \��\�� O U �, 1 �`JO z it r U, CD\ y O O 1 `�1 •� Z N' O p N` approximate Zone X �� `� U CE O Z o oth od areas) ` ', i `, W > Q c0 N -i " \ W Ir W 61 \ � `q W \ FURNISH AND INSTALL O 18 L.F. 4" FL PVC SS SERVICE O \ @ 2% MIN. PLUG 5' FROM J F\L BUILDING \ FL. @ MA 1 N= 646. 81 sewer Z ne X \\FL. @ BUILDING= 648.00 manhol7 e;:== o/e of e areas) T/ 54. 8' \ Ln u' ` power guy L C i = 4 .5 pole wire FL PV 4 \ �, �r M IF ANY EXISTING UTILITY POLES. POWER POLES, Uj GUY WIRES. TELEPHONE UTILITIES. ETC. ARE FOUND >�Wo o 5: 0 y9 ° �� 1! TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. Iw � � W N } } �� N Z THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE RELOCATION OF > J V, t t pp O " O _ e-_ = o � \ \ S �� PAY) Q 6 W M. o 00 W a ., U1 S e = arr - \ - �\ I ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL . Z a W W O tr Wp Z 30 ' BL cl ano t S r 1\ 0� \ 2V ' ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY C' cc J - I h g W z W 20 _ _ water --" -- 4 '� WITH THE REQUIREMENTS I REMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. "CONST SAFETY AND HEALTH REGULATIONS" VOL 29. SUB PART P. W } - d p u��o = -------- ;:=-`` "' of - .._._..__........_._. -'---- '-- m e e r I ,• --" ---'" - 37. AND ANY AMENDMENTS THERETO PG 128 1 .``� � _...._.._._.._.._ ... ADJUST METER BOX TO MATCH NEW PAVING 99 r ' j ;""j -i 111 CRITICAL =boa „ L INSTALL 1 WATER METER AND 24 LF OF 2 g2,�35 04 1 1 ADJUST EXISTING MANHOLE `; ... PVC WATER SERVICE (PLUG 5 FEET FROM BLDG) _ �1 . .. AND CLEANOUT TO MATCH LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS THE CONTRACTOR .......... ._.- 3 8 82' NEW PAVING RESPONSIBLE FOR ALL o rn o N o �1 IS COMPLETELY LOCATING EXISTING N 9 99 nl ,...._••-••�' L� 0 •�••�•._„�. UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE THE COMMENCEMENT OF ANY FURNISH AND INSTALLATION. N o ti Y 4 Y �� 0 3� 83 59 _�•�.•_„�.._.•-••�" B3'; ] ' ._.._.._.._.._.._.._•. C� Ln „. .._..� ._..�..�i 1 2 'i �- 1 3 W ko irf ---' � HSB ' --- ramp ` a o V� -2 W fire ' ram '; 1. ALL WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. (cm) 5 BL p FIRETHYDRANT N t wv j water O I ( 2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. a C o n t ! meter s i g n 6� ` ' I * 8 * 5 9' 56 " 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 V o ivalves j \ MINIMUM. WITH NSF SEAL. PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH +, water �i R 2 0 0 O O t NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 42" COVER TO r un 0 I 3 ' . t THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAIN - 00 it t valve U 4.3 '; 31.41 LESS STEEL TUBE LINERS. � 0 '� 6� I l� 9 99 L 7 * 4 9 0 3 E 4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE, INCLUDING 0 j �! I� I SERVICES. UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 3 1.3 8 5. SERVICE LOCATION TO BE STAMPED ON CURB WITH 2" HIGH LETTER "W". LO j 6. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE. I O ` O 7. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE ! !i I\ Uj 8• TESTED. LLC)N \ * - 9 * 1 ' 4 " 1 0 ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. i 9, HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS O N �l rr r� i n n n WILL BE PAINTED BY THE CITY. 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 S T A N D A R D S AS AMENDED BY THE CITY OF S O U T H L A K E 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 + ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. SHEET INCLUDED AND MADE A PART OF THESE DRAWINGS. 13. FOR VALVES INSTALLED 4" AND DEEPER. ADD EXTENSION WITH CENTER RING 2" OR LESS. C1.04 ZA19-0068 (n it v N co co SCALE 1'' = 20' LEGEND a x m 00 0 10 20 40 Z o a �: x w OD SILT FENCING H o SEWER _..-. ------ N a p.............._._.._........._.._.._.._._.-.......-.-.-._..-.._._._._._-------•-..-.........�- W / _---__ --__-.._..._.._.._.............. ��• / CLEANOUT �, __.................. 2 Z Z J a Q - IL F CO --- _..___-...______________________---____.....____________S�n\\I POWER 0/E--_---�-- �� _.... _._.�-_---- y .-....._._._._._....._._._._._._...._.._.._.._.._.._............._._._._..-..-..-..-..-.._.._.........._( % -'� �._ IRE F E N C W E R POLE BARBED W !% HSB W � % Z - zoo Z 0 TIE...............-..-..-..-.._..--._._-_ �� o GATE , II 97 0 76' 32 MANHOL BENT ` J 1.a _ N m _._._._.......... _..-.._.._.._.._.._.._......._.._.._.._.._.._._._.-..-.._.._......_._._.-.._.._..............._.._.._._..............-.-..-..-..............-.-.M..-......_......-.-.-. ___--..._-__...____ .____ ___ ____._.__-___ j ` SILT FENCE � �` � � L` � � � STEEL FENCE POST U Z~°° x -_ _ V ' _.._._._._.._.._.._.._.._.._.._.._.._.._.._.._.._..__._.._.._.._......._.._.. .._.._..........._._._._..... S E W E Q ' T /I M = 652. �\ = (MIN. HEIGHT `� �`-� �`� �� MAX. 6' SPACING, MIN. N 24" ABOVE `��`� �L�� EMBEDMENT = V �� > LL' �1 a W O '. T /RIM = 6 5 5 ° J 2 _ F L 8" PVC I N= 6 4 2 7' -------- EXIST. GROUND) �`�<<�-14 1- �� `�� `�� v MANH LE L 12" PVC IN=645°24'OD p F = , 1:_ PwE �t�� 64� ° 5 \ ', WIRE MESH BACKING SUPPORT �`_I`� - C4-4`� u F 12" 0VC 0 T=645° 19'- ° , -4,4-� COMPACTED EARTH ��`�`� ��`�`�� _ x x 4 MINIMUM OR ROCK BACKFILL LL L L �``�� L� �`� ALLOWABLE, TYP. CHAIN \ `��`L��`��`�� LINK FENCE FABRIC IS \ \ \:'ii'siiii' iiiiiz'i iii>' C AC C E PTAB LE rrr\�..::::\:::••.:....... ri?!iirTLiir ;_::::::>.. �� ............... //� ///� ...::::::iii'iiii /\\J\ \r, 6„ MIN. _ _ \rrr\r/r�lr\rrrLlr\rrrLrl\rr ` ` \\r/ \l\ \lr \\�r'rrr, w W APPROXIMATE ZONE A E \ Z Q •� \ TRENCH FABRIC TOE —IN J _ \ Q \ — \ U) \ 1 } �` SILT FENCE DETAIL NT.S. . Z <% X z L \ ._ O °� w O Q owl - Lu do �\ cn ■ IMATE ZONE X \, }:� EROSION CONTROL GENERAL NOTES Q 0 ■ (OT LOOD AREA J ` \ cn Q = O ■ ■ \ ` \ 1. ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION DISCHARGE ELIMINATION SYSTEM (TPDES) PERMIT ISSUED BY THE TCEQ AS Z z O -�`, ■ 1 DEFINED 1N TPDES GENERAL PERMIT NO. TXR150000. C) Q w U) CO ', ■ ` T /RIM = 50. 8 7' cn > O _ ``■ \' ' 2. FOR SITES OF 5 ACRES OR GREATER. A TPDES NOTICE OF INTENT (NO[ ) FORM w Ir L 18" PVC I N = 640.61 MUST BE SUBMITTED TO THE TCEQ AT LEAST TWO (2) DAYS PRIOR TO Iz w ■ ' L 8" PVC OUT=640° 57SEWER COMMENCING WORK. FOR SITES GREATER THAN ONE (1) ACRES BUT LESS THAN FIVE TCEQ ~ 00 ■ , (5) ACRES. A CONSTRUCTION SITE NOTICE MUST BE COMPLETED. ` �� MANHOLE -' I A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE COMPLETED 0 P 6 � 5 T /I ' �1 ,.-,,. N [ 4. 7 '\ v PRIOR TO SUBMITTAL OF THE NO1 OR SITE NOTICE. THE SIGNED AND COMPLETED SWPPP MUST BE MAINTAINED AT THE JOB SITE AT ALL TIMES. 0 -� = ' :=' - M 06 M GU Y C 4 coN . -. - ..._w.k- 1 '" Z� 5 PRIME TO WIRE F PV - rWYNW ='--- i�`"` GC F 3. EACH CONTRACTOR SHALL OBTAIN AND SUBMIT OWNER/ENGINEER A POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR L w, - ,............ ......... M 1 WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE • =' i N1 `•, �o - STORM WATER POLLUTION PREVENTION AN. LLU L N5 1 \\ MP i` 4. CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES - 30' L �' AN s "-- 1:. '' SHOWN IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO J s H o R ___ _.-.._._........_...._..__ ��• =' THE MEASURES WILL BE MADE BY THE CONTRACTOR 1F THE CONTROL MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES } N� z ca .a oZ Q o"o� 1cr - 00 W E ER ARE NECESSARY AND AS DIRECTED BY THE CITY (NO SPECIAL PAY) _ _._. _._._._.......... 4 ,� -: =="N 5 . AT A MINIMUM. PERIMETER CONTROLS SUCH AS SILT FENCE SHALL INSTALLED L W L U �� ZW�o _ _.-._..- ..................... 10 5 _. N 1 WARRANTED WHERE PAVEMENT REMOVAL. UTILITY CONSTRUCTION GRADING. � �zam = - 0-0 o0o W _ / 2 �„ °� • "�•� j OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR �` -� __ U _ �„_ • ,�,,oc�ea W �� _••-••�"�• H SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE 2 Ga .�..�..�•• * n=..nj 4 1-.• �..�„_..� �"-' 0 # i i B OFF— SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. 0° Y 3 _..�►. ,._g••-"-"-Q i ° -6 9 629 SO. FT. I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT o o z R •'-"- . ...... _.-.-.-.._ ........ - * I 1° 4 1 5 A N 1 C S PROPERTY OR TO RECEIVING WATERS CAUSED BY 1MPR0 Y IMPROPERLY INSTALLED � N N ..............._.__._.-..._._._. _ / RAM P Y OR POORLY MAINTAINED EROSION CONTROL MEASURES. Y Y _...__.-___ - ------ :....................._..-.._.._..__..........._.M.. -. ,; ;__ _-_--_--- ;, R AMP RANT WATER 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF 0 N o Z W N WLn o N w ! CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE W = 3 u Q 4 ° C 0 SIG II W _ P Cs E T E R= 8 5 S 6 EROSION CONTROL MEASURES. a o 0 o u �" z VALV 0! I 1 i \ 8. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED n ? WAT E 1 zi ��° R= 2 0 0° 0 lLT WHEN EN6 TOFETHEES 000 VALV 3 ' - '� 1 A 1 )FROM l NCHESOOIRONMpONRSOTHEEASURES A DEPTHDOFESIX EFFECTIVENESS � 4 ° MEASURES. m un O O '; EROSION CONTROL PHASING: 9. THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF 3 zt Z �' EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER } m t ` i PHASE 1 - PROVIDE CONSTRUCTION ENTRANCE AND SILT FENCING TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION ° ! AROUND PERIMETER OF SITE. POST CONSTRUCTION SITE CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH NOTICE IN VISIBLE AREA ONSITE. THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE O <1\ ! \ THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE PHASE 2 - AFTER ROUGH GRADING AND DURING PAVING/UTILITIES OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE C PHASE CONTRACTOR SHALL MAINTAIN SILT FENCING AND i INTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT. W (71 ! W CONSTRUCTION WASHOUT AREAS. '; �� U_U 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM b n- 1 / 2F'" I R1 PHASE 3 - UPON FINALIZATION OF SITE WORK AND BEGINNING OF - DRAIN INLETS AS SPECIFIED. WHERE INLETS ARE BEING REMOVED OR :, '; �+ X FND VERTICAL BUILDING CONSTRUCTION CONTRACTOR SHALL INSTALLED. THE CONTRACTOR SHALL PREVENT MATERIAL FROM ENTERING i O r `; , t (C M) HS B� ; MAINTAIN SILT FENCING AS WELL AS SEED/SOD SITE FOR THE STORM DRAIN SYSTEM. 1 (CM PERMANENT EROSION CONTROL. 11. ALL OFF -SITE STOCKPILES SOILS WILL BE SURROUNDED BY SILT FENCE. co SEDIMENT CONTROL SWALE, OR EQUIVALENT MEASURE, AS APPROVED BY j ENGINEER. TO PROPERLY CONTROL SEDIMENT RUNOFF. Z I/ 1 1 LOT 89 BLOCK ''` ' CONSTRUCTION MATERIALS AND METHODS SHALL B E PER N C T C O G 12. THE CONTRACTOR SHALL STAB 1 L 1 ZE ANY AREA WHERE CONSTRUCT 1 ON - R';I VER OAKS ADD I T I ON STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE ACTIVITY 1S TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN 14 DAYS. DESIGN STANDARDS AND DETAILS WHICH ARE THE DETAILS Z + 13, ALL AREAS DISTURBED AND NOT COVERED BY THE LANDSCAPE PLAN SHALL INCLUDED AND MADE A PART OF THESE DRAWINGS • BE SEEDED WITH A MINIMUM OF 70% COVER ESTABLISHED PRIOR TO ACCEPTANCE SHEET OF THE PROJECT. C1.05 ZA19-0069 \021-130 EC PLAN (Lot 9).dgn 2/26/2020 10:58:44 AM